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[]
["                   COLORADO INTERSECTION CONTROL ASSESSMENT TOOL (ICAT)"]
[null,null,"    Developed and Maintained in Cooperation with Georgia DOT",null,null,null,null,"CDOT ICAT Version 1.0 | Release Date: 8/30/2021"]
["About the Colorado ICAT:",null,null,null,null,null,null,null,null,null,null,"ICAT Users Guide\n(Double Click to Open)"]
["Introduction:",null,"The Intersection Control Assessment Tool (ICAT) uses a data-driven, performance-based approach to objectively screen alternatives and identify an optimal geometric and control solution for an intersection. In 2015, Colorado Governor Hickenlooper announced Colorado's safety initiative to  reduce transportation related deaths: Moving Colorado Towards Zero Deaths. Zero deaths and serious injuries is a core value of the state's Strategic Transportation Safety Plan, which provides innovative and data-driven approaches to improving highway safety. Colorado's ICAT was developed to ensure intersection investments across the state are prioritized and implemented with defensible benefits for safety and operations. "]
["Tool Goal:",null,"The goal of ICAT is to provide a simplified and consistent way of importing traffic, safety, cost, environmental impact and stakeholder data to assess and quantify intersection control improvement benefits. The tool supports Colorado's stated policies and procedures to provide traceability, transparency, consistency and accountability when identifying and selecting an intersection control solution that both meets project purpose and reflects overall best value in terms of specific performance-based criteria. Note that a PDF of the ICAT users guide is available on both this tab (right) and the IntersectionData tab. "]
["Requirements:",null,"Use of ICAT shall be required for any intersection or ramp termini improvement (new intersection, intersection modification, widening/reconstruction corridor project, or work requiring an access permit that affects an intersection) when: 1) The intersection includes at least one roadway designated as a State Highway or part of the NHS, 2) The intersection will be designed or constructed using State or Federal funding, 3) The intersection is included in Access Control Plans (ACP), Planning and Environmental Linkages (PEL), Corridor Planning Studies, or Traffic Impact Studies (TIS), or 4) Requested by the Regional Traffic Representative’s (RTR). Use of ICAT shall NOT be required when the proposed work does not include any geometric or capacity changes to the intersection design such as (but not limited to): resurfacing pavement projects, striping projects, routine maintenance projects, traffic signal retiming projects (that do not include adding a phase), a proposed RIRO intersection that meets the Colorado State Highway Access Code, or signal maintenance projects (to upgrade deficient equipment). A waiver eligibility form must be completed by the Project Manager and submitted to the RTR, and if approved, the project shall be exempt from ICAT requirements."]
["Two-Stage Process:",null,"The assessment process consists of two stages: Stage 1, a Screening Analysis and Stage 2, Alternative Selection. The intent of Stage 1 is to eliminate any infeasible intersection types through a series of screening questions. The purpose of Stage 2 is to perform a detailed analysis to determine a preferred alternative selection. The ICAT forms are designed to minimize required data inputs using drop-down menu choices and limiting text entry. All fields shaded in orange require either data entry or drop-down menu choices, and data fields in all worksheets must be filled before any reliable results can be obtained. All non data-entry cells in worksheets are locked, and all worksheets are password protected."]
["Stage 1: Screening Decision      Record",null,"Stage 1 is intended to screen many different intersection types and select between 2 and 5 alternatives for detailed analysis in Stage 2.  The purpose of Stage 1 is not to compare intersection alternatives against each other but to assess the different intersection types individually to determine if and to what extent they potentially meet the project purpose and need, strategic program goals and project context by answering a number of questions regarding intersection right-of-way, safety, context, operations and costs. After the Stage 1 analysis is complete, the ICAT Champion will review and verify the results prior to the user moving onto the Stage 2 alternative selection."]
["Stage 2: Alternative Decision      Record",null,"Stage 2 further analyzes intersection types selected from the Stage 1 screening and determines the best possible intersection type for the project needs. The Stage 2 analysis includes additional safety and operational analysis, environmental, utility, and right-of-way impacts, cost comparisons, and other factors specific to the context. Once all data is entered, each alternative is scored and ranked, and results provided inform on the best intersection control(s). Once determined, the user will collaborate with the ICAT Champion to recommend the final solution. The ICAT Champion will review and verify the analysis results and the RTR will approve."]
["Roles and Responsibilities",null,"The ICAT Champion is responsible for reviewing and approving the Stage 1 and Stage 2 analysis. There shall be one Champion from each Region, who should have close collaboration with the ICAT user.  The RTR is responsible for approving the waiver eligibility form and gives the final approval of the Stage 2 results for their region. The RTR may also request a Project Manager to use the ICAT for any non-required project type. The Project Manager (PM) is responsible for completing or designating ICAT use to another team member. The PM and/or ICAT analyst should have some familiarity with a variety of different intersection types, crash safety analysis, traffic operations analysis, and intersection cost estimates. The PM and/or ICAT analyst should also collaborate with other disciplines while completing the assessment form."]
["Frequently Asked Questions"]
["Question 1: Several intersection control alternatives include multiple intersections. How is intersection delay compared to the base conditions of a singular intersection?"]
[null,"ANS: Engineering judgement is required on a case-by-case basis, but the general principle is to add the delay incurred by vehicles with longer travel paths weighed by that number (or percentage of those vehicles making that movement)."]
["Question 2: Not all tools give overall intersection delay and V/C ratios. Which delay value should I choose?"]
[null,"ANS: For unsignalized intersections where one or more movements are not required to stop and thus have zero delay) use the worst-case approach movement delay. If all intersection movements have some form of intersection control (yield, stop or signal), use a weighted average of each approach delay multiplied by the volume on each approach."]
["Question 3: How do I analyze multiple intersections along a corridor?"]
[null,"ANS: The Colorado ICAT is designed for individual intersection analyses, but use of the ICAT is required for all public street intersections and major driveways along a corridor (unless otherwise stipulated in the ICAT waiver section). Use engineering judgement in the recommendation of intersection control choices to ensure corridor continuity (as appropriate) and document control recommendations that are not ranked highest but best provide corridor continuity."]
["       For questions or comments about ICAT, contact Karol Miodonski (karol.miodonski@atkinsglobal.com)"]
[null,null,"Tool Version Tracking"]
[null,null,"Version","Released","Tool Updates:"]
[null,null,1,"2021-03-25","Beta Version for Testing"]

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["INTERSECTION CONTROL DESCRIPTIONS   "]
["Click on intersection images for additional resource publications "]
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["Unsignalized At-Grade Intersections"]
[null,"Conventional Minor Street or All-Way Stop: At minor-street stop (2-way stop) intersections, vehicles on minor street stop and give right-of-way to major street. At all-way stop (AWS) intersections, all vehicles must stop and take turns entering the intersection. Both (4-leg) intersection types have 32 baseline conflict points and have limited operational and safety benefits as traffic volumes become significant.",null,"Mini Roundabouts:  Roundabout type characterized by a small diameter and traversable central island; offers most of the benefits of single-lane roundabouts with added benefit of a smaller footprint; best suited to lower-speed environments and where environmental constraints preclude use of a larger roundabout with a raised central island. Mini-roundabouts are emerging in U.S. in states including MD, MI and GA."]
[null,"Right-in/Right-out (RIRO) or 3/4 Movement Access: Right-in/right-out intersections are the safest intersection type, with only 2 conflict points, and 3/4 movement access) intersections add the left turn \"in\", from the main roadway onto the minor street. In both cases, the minor street is restricted to right turn \"out\" movements. ",null,"Single-Lane Roundabouts:  Form of circular intersection in which traffic travels counterclockwise around a central island and in which entering traffic must yield to circulating traffic. Circulating traffic has priority with entries controlled by yield. Geometry slows all traffic into and thru the roundabout. At a 4-leg roundabout there are 8 baseline conflict points. Also known as: Modern Roundabout"]
["\n\n\n\n\n\n\n\n(No web link available)","RIRO w/Downstream U-Turn: Redirects minor street thru & left turn movements as right-turns followed by a U-turn via directional median crossover (+/- 500 feet from main intersection). Major street lefts are also made indirectly, passing the crossing street and using the same U-turn crossovers in the median. Minor street intersections are reduced to right-in/right-out movements making this the safest intersection type.",null,"Multilane Roundabouts: Share same circulatory travel and yield-at-entry in single-lane roundabouts, but include multiple entry and circulatory lanes for one or more approaches that must accommodate vehicles traveling side by side. Important design features include proper entry path alignment and geometry, signing and marking that allows entry to exit paths without forcing a lane change in the circle."]
[null,"Restricted Crossing U-Turn / J-Turn: Redirects minor street left turn movements as right-turns followed by a U-turn movement via a downstream directional crossover in the median (+/- 500 feet from the main intersection). An RCUT / J-Turn intersection has 14 conflict points and can provide substantial safety benefits with minor delay increases to some movements.",null,"Unsignalized High-T: Unsignalized 3-leg intersection features raised channelization to separate “top” thru movement from turning lanes at intersection, allowing the through movement to operate continuously. A high-T intersection has 9 baseline conflict points, the same as a conventional 3-leg. Also known as: “Seagull” intersection"]
["Signalized At-Grade Intersections"]
[null,"Signalized Intersection: The most common type of signalized intersection with high driver familiarity.  Signal could be simple two-phase or more complex 8-phase to serve vehicular demand. Left turns can be permitted or protected (or combination of both). At a conventional 4-leg intersection there are 32 baseline conflict points.",null,"Jughandle: Much like an at-grade diamond interchange, ramps on the major street diverge from the right side in advance of a cross street intersection, removing the left turn movement from directly at the cross-street intersection.  Major street left turns are made at minor, stop-controlled intersections on the cross-street.  Left turns from the cross-street remain as direct movements at the main intersection."]
[null,"Median U-Turn: Left turn movements otherwise occurring at the main intersection are made via U-turns in the median, preceding or following right turns. U-turns may be only on major roadway or on both major and minor roadways. A conventional MUT has 16 baseline conflict points and has shown significant operational and safety benefits. Also known as: Indirect Left, Michigan Left, MUT",null,"Continuous Green-T:  Three-leg intersection that features raised channelization to allow the “top” through movement to operate under continual green. The opposite direction intersects with the major and minor street lefts at a signalized intersection (minor left turns merge with the continual through movement downstream). A Continuous Green-T has 9 baseline conflict points, the same as a conventional 3-leg."]
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[null,"Superstreet / Reduced Conflict Intersection: Similar to the Median U-turn but features break in cross-street traffic that allows signals on opposite directions to operate independently.  Left turns can make direct turns onto the minor road but minor road thru and left turn movements are made using the directional U-turn crossovers.  A Superstreet / RCI has 14 baseline conflict points (over 3 intersections).",null,"Offset-T Intersection: The minor street is bifurcated at the major roadway at two T-intersections, whereas through movements on the minor roadway use a portion of the major street between intersections. The minor street can be either offset right (as pictured above) or offset left, and the intersections can be unsignalized or signalized. If signalized, proper signal coordination is essential for efficient intersection operations."]
[null,"Displaced Left-Turn / Continuous Flow Intersection: Left turn traffic crosses opposing lanes in advance of main intersection and are stored in additional lanes. At main intersection, thru and left turns can be made simultaneously during same signal phase. A full DLT (both routes) has 28 baseline conflict points; a partial DLT (one route) has 30 baseline conflict points.",null,"Split Intersection: A split intersection operates similar to a diamond interchange but without uninterrupted flow on the major roadway. The major roadway is split into separate carriageways separate by several hundred feet, allowing left turn lanes on the minor street to queue between intersections. On the minor street crossroad, the four leg intersection is being replaced by two intersections."]
[null,"Quadrant Roadway: Left turns are removed from the main intersection via an additional roadway in one intersection quadrant. Left-turn movements are routed from the arterial and cross-street (using unique turning paths for each approach) onto the quadrant roadway to complete the left turn movement at the quadrant roadway “minor” T-intersections. A Quadrant Roadway has 28 baseline conflict points (over 3 intersections).",null,"Bowtie Intersections: Left turns from both roadways are completed using roundabouts on the minor roadway several hundred feet before and after the major intersection. The roundabouts can have two to four legs, allowing for U-turns only (2 legs) or access to one or more intersection quadrants (3 to 4 legs). The roundabout lanes and diameter vary depending on speed, volume, vehicle size and number of legs."]
[null,"Offset-T Intersection: The minor street is bifurcated at the major roadway at two T-intersections, whereas through movements on the minor roadway use a portion of the major street between intersections. The minor street can be either offset right (as pictured above) or offset left, and the intersections can be unsignalized or signalized. If signalized, proper signal coordination is essential for efficient intersection operations."]
["Conventional Diamond and Grade-Separated Intersections"]
["\n\n\n\n\n\n\n\n(No web link available)","Diamond Interchange:  Most common form of service intersection on  U.S. interstates and freeways. Diamond interchanges can also exist in urban settings on two non-limited access facilities. The ramp terminal intersections are separated by several hundred feet, allowing left turns to be made from and onto the major roadway and operated as coordinated 3-phase signals. ",null,"Echelon: A unique grade-separated intersection with no free-flow movements. It is a simple concept that uses retaining wall structures to elevate half of each of two divided roadways as they approach their point of intersection, while the other halves intersect at-grade.  The result is a symmetrical but offset pair of two-phase intersections separated by grade.  "]
[null,"Single Quadrant Interchange: Grade separated intersection with one signal on each roadway. Uses a roadway in a single intersection quadrant to handle all turning movements between main and crossing roadways. More typical in rural locations but can be enhanced with multiple turning lanes in more urbanized locations.  ",null,"Center Turn Overpass: The CTO grade separates left turns from through and right-turning traffic by placing left-turns on a separate, elevated level. Both at-grade and elevated intersections are governed by two-phase signals."]
[null,"Cloverleaf Interchange: Used at the meeting of two limited access facilities, all movements can be made without stopping using loops in all four quadrants. Best used in rural and low volume settings, as weaving lanes between loop exist on both roadways. Some cloverleaf intersections include C-D roadways to separate the weaving areas from the through movements.",null,"Partial Cloverleaf. Similar to cloverleaf intersections but loops are used only in two quadrants, meaning there are intersections on minor (non-free flow) facility. There are three basic Parclo forms: Parclo A (loops leaving the minor roadway onto the major road, as pictured to right), Parclo B (loops leaving the major road onto the minor road, and Parclo C (both loops on one side of the major roadway)."]
[null,"Single Roundabout Interchange: The major roadway is free flow over (or under) the minor roadway and the ramp movements intersect the minor roadway in a large, singular roundabout, as shown for a rural condition to the right; urbanize forms of this interchange exist in several places in the Washington DC area.",null,"Contraflow Left Interchange: Reduces the number of signal phases compared to a Tight Diamond interchange from four to three by allowing the two opposing left-turn movements to be made during the same signal phase.  The greatest design benefit of the CFL is the reduction in the need for left-turn storage, as most left turns do not have to be stored in the area between the two interchange signals.  "]
[null,"Double Roundabout Interchange:  Use of single or dual lane roundabouts at traditional diamond interchange ramp terminals. The use of roundabouts requires only through lanes on the bridge (no turn lane storage lanes) and the elimination of signal control at the ramp terminals.  There are a total of 16 baseline conflict points (over two intersections). \nAlso known as: Teardrop Interchange   ",null,"Single Point Urban Diamond (SPUI): Free-flow major street thru movements are provided by creating a separate, signalized intersection of major street turning movements with the cross-street on a separate grade, creating an intersection either under or over the priority thru roadway.  Right turns are made at unsignalized ramps separated from the main intersection."]
[null,"Grade Separated T-Intersection: Used mostly as T-ramp intersection to access managed lane system in between freeway lanes, but can also be used on non-freeway facilities at T-intersections",null,"Diverging Diamond Interchange (DDI): All traffic crosses over to left side of road at first ramp terminal intersection before crossing back over at second ramp terminal.  Crossover movements allow left turns to be made unopposed. A DDI has a total 14 baseline conflict points (over two intersections) and has shown both operational and safety benefits.\nAlso known as: Double Crossover Diamond"]
[]
[]
[]
["Publication Title / Links"]
["Alternative","Publication Title","Publication Link"]
["Minor Street Stop"]
["All-Way Stop"]
["Right-In/Right-out"]
["Right-in/Right-out/Left-in (3/4 access)"]
["RIRO w/downstream U-Turn"]
["Mini Roundabout","FHWA Office of Safety Technical Summary","https://safety.fhwa.dot.gov/intersection/innovative/roundabouts/fhwasa10007"]
["Single Lane Roundabout","NCHRP 672 Roundabouts: Informational Guide","https://nacto.org/docs/usdg/nchrprpt672.pdf"]
["Multilane Roundabout","NCHRP 672 Roundabouts: Informational Guide","https://nacto.org/docs/usdg/nchrprpt672.pdf"]
["RCUT / J-Turn (stop control)","Missouri DOT Informational Website","https://www.modot.org/j-turns"]
["High-T (unsignalized)","FHWA-SA-09-016 Case Study","https://safety.fhwa.dot.gov/intersection/innovative/others/casestudies/fhwasa09016/"]
["Offset-T Intersections"]
["Signalized Intersection"]
["Median U-Turn","FHWA 2014 Informational Guide","https://safety.fhwa.dot.gov/intersection/alter_design/pdf/fhwasa14069_mut_infoguide.pdf"]
["RCUT / Superstreet","FHWA 2014 Informational Guide","https://safety.fhwa.dot.gov/intersection/alter_design/pdf/fhwasa14070_rcut_infoguide.pdf"]
["Displaced Left-Turn / CFI","FHWA 2014 Informational Guide","https://safety.fhwa.dot.gov/intersection/alter_design/pdf/fhwasa14068_dlt_infoguide.pdf"]
["Continuous Green-T","FHWA-SA-09-016 Case Study","https://safety.fhwa.dot.gov/intersection/innovative/others/casestudies/fhwasa09016/"]
["Jughandle","FHWA Office of Safety Technical Summary","https://www.fhwa.dot.gov/publications/research/safety/07032"]
["Quadrant Roadway","FHWA 2020 Informational Guide","https://safety.fhwa.dot.gov/intersection/innovative/others/docs/fhwasa19029.pdf"]
["Split Intersection"]
["Bowtie Intersection"]
["Paired Intersections"]
["Echelon"]
["Center Turn Overpass"]
["Grade-Separated T-Interchange"]
["Conventional Diamond Interchange"]
["Cloverleaf Interchange"]
["Partial Cloverleaf (Parclo)"]
["Diverging Diamond",null,"https://safety.fhwa.dot.gov/intersection/alter_design/pdf/fhwasa14067_ddi_infoguide.pdf"]
["Single Point Interchange"]
["Contraflow Left"]
["Single Roundabout Interchange"]
["Double Roundabout Interchange"]
["Single Loop Interchange"]
[]
["Other (not currently used)"]
["Turbo Roundabouts",null,"https://safety.fhwa.dot.gov/intersection/innovative/others/casestudies/fhwasa09016"]
[]
[]
["CDOT Blue RGB: 33/42/103"]
["CDOT Orange: 240/118/34"]

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["                INTERSECTION CONTROL ASSESSMENT TOOL (ICAT) INTERSECTION DATA",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Drop Down Menus"]
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[null,null,"   Developed and Maintained in Cooperation with Georgia DOT",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Version","v":"CDOT ICAT Version 1.0 | Release Date: 8/30/2021"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"ExistYr","v":2021},{"$f":"OpenYr","v":2023},{"$f":"DesignYr","v":2043},{"$f":"ExistYr","v":2021},{"$f":"OpenYr","v":2023},{"$f":"DesignYr","v":2043},null,2016,"Rural",null,null,50,null,null,"--select--",null,"Conventional Improvements"]
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["CDOT Project No:",null,null,null,12345,null,"Requested by:",null,null,"Regional Traffic Representitve",null,null,null,null,null,null,null,{"$f":"CONCATENATE(ExistYr,\" Existing Volumes\")","v":"2021 Existing Volumes"},null,null,{"$f":"Street4","v":"SB 30th Street"},null,null,null,{"$f":"AR12","v":0.03},null,null,null,null,null,null,null,null,null,"LT","TH","RT","LT","TH","RT","LT","TH","RT","LT","TH","RT","Total",{"$f":"AY38","v":"West Intersection Leg"},null,null,{"$f":"IF(AI63<>0,AI63,IF(AU9>AU7,(SUM(AI9:AK10)+AM9+AO9+AT9)/E49))","v":43900},{"$f":"IF(AK63<>0,AK63,IF(AU7>AU9,(T43+T45+T47+V39+Z45+V51)/E49,(S43+S45+S47+V37+AA45+V53)/E49))","v":45800},{"$f":"IF(AM63<>0,AM63,IF(AU7>AU9,(T70+T72+T74+V66+Z72+V78)/E49,(S70+S72+S74+V64+AA72+V80)/E49))","v":68950},{"$f":"AY6*$AI$15","v":1317},{"$f":"IF(AI40<>0,AZ6*AI40,AZ6*$AI$15)","v":1374},{"$f":"IF(AI54<>0,BA6*AI54,BA6*$AI$15)","v":2068.5},null,2018,"Urban",null,null,65,null,null,"Alamosa",0,"--select--"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AM Peak Hr",280,1800,100,310,1400,50,95,450,45,60,400,170,{"$f":"SUM(AI7:AT8)","v":5160},null,null,null,null,null,null,null,null,null,null,{"$f":"BF6+1","v":2019},"--Road Type--",null,null,70,null,null,"Arapahoe",1,{"$f":"CONCATENATE(\"Add LT Lanes on \",Road1)","v":"Add LT Lanes on Colorado Street"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"CONCATENATE(X12+W12+V12,\" (\",X10+W10+V10,\") [\",AY12,\"]\")","v":"630 (560) [15800]"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AY40","v":"East Intersection Leg"},null,null,{"$f":"IF(AI65<>0,AI65,ROUND((MAX(Z16+Z18+Z20+X12+T18+X24,AA16+AA18+AA20+X26+S18+X10)/E49),-2))","v":43200},{"$f":"IF(AK65<>0,AK65,IF(AU7>AU9,(Z43+Z45+Z47+X39+T45+X51)/E49,(AA43+AA45+AA47+X53+S45+X37)/E49))","v":45050},{"$f":"IF(AM65<>0,AM65,IF(AU7>AU9,(Z70+Z72+Z74+X66+T72+X78)/E49,(AA70+AA72+AA74+X80+S72+X64)/E49))","v":67250},{"$f":"AY8*$AL$15","v":1296},{"$f":"IF(AL40<>0,AZ8*AL40,AZ8*$AL$15)","v":1351.5},{"$f":"IF(AL54<>0,BA8*AL54,BA8*$AL$15)","v":2017.5},null,2020,"R-A Regional Hwy",null,null,75,null,null,"Archuleta",2,{"$f":"CONCATENATE(\"Add LT Lanes on \",Road2)","v":"Add LT Lanes on 30th Street"}]
["County: ",null,null,null,"Boulder",null,null,null,null,"CDOTRegion:",null,null,"Region 1",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"PM Peak Hr",330,1450,90,400,2250,110,120,580,60,50,360,150,{"$f":"SUM(AI9:AT10)","v":5950},null,null,null,null,null,null,null,null,null,null,2021,"R-B Rural Hwy",null,null,80,null,null,"Baca",3,{"$f":"CONCATENATE(\"Add one LT Lane on \",Road1)","v":"Add one LT Lane on Colorado Street"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AS17","v":40},{"$f":"AT9","v":150},{"$f":"AS9","v":360},{"$f":"AR9","v":50},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AY42","v":"South Intersection Leg"},null,null,{"$f":"IF(AI67<>0,AI67,ROUND((MAX(V24+W24+X24+Z20+W12+T20,V26+W26+X26+AA20+W10+S20)/E49),-2))","v":16100},{"$f":"IF(AK67<>0,AK67,IF(AU7>AU9,(V51+W51+X51+Z47+W39+T47)/E49,(V53+W53+X53+AA47+W37+S47)/E49))","v":17100},{"$f":"IF(AM67<>0,AM67,IF(AU7>AU9,(V78+W78+X78+Z74+W66+T74)/E49,(V80+W80+X80+AA74+W64+S74)/E49))","v":29100},{"$f":"AY10*$AO$15","v":322},{"$f":"IF(AO40<>0,AZ10*AO40,AZ10*$AO$15)","v":342},{"$f":"IF(AO54<>0,BA10*AO54,BA10*$AO$15)","v":582},null,2022,"NR-A Regional Hwy",null,null,85,null,null,"Bent",4,{"$f":"CONCATENATE(\"Add one LT Lane on \",Road2)","v":"Add one LT Lane on 30th Street"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,2023,"NR-B Arterial",null,null,90,null,null,"Boulder",5,"Add LT Lanes on Both Roads"]
["Major (State) Rd:",null,null,null,"Colorado Street",null,null,null,"4-ln divided, 16' median",null,null,null,null,80,null,null,null,null,null,null,{"$f":"AR17","v":40},{"$f":"AT7","v":170},{"$f":"AS7","v":400},{"$f":"AR7","v":60},null,null,null,{"$f":"AL12","v":0.02},null,null,null,"Annual Growth Rate (% per yr)",null,null,0.02,null,null,0.02,null,null,0.03,null,null,0.03,null,null,null,{"$f":"AY44","v":"North Intersection Leg"},null,null,{"$f":"IF(AI69<>0,AI69,ROUND((MAX(V12+W12+X12+Z16+W24+T16,V10+W10+X10+AA16+W26+S16)/E49),-2))","v":15800},{"$f":"IF(AK69<>0,AK69,IF(AU7>AU9,(V39+W39+X39+Z43+W51+T43)/E49,(V37+W37+X37+AA43+W53+S43)/E49))","v":16750},{"$f":"IF(AM69<>0,AM69,IF(AU7>AU9,(V66+W66+X66+Z70+W78+T70)/E49,(V64+W64+X64+AA70+W80+S70)/E49))","v":28700},{"$f":"AY12*$AR$15","v":316},{"$f":"IF(AR40<>0,AZ12*AR40,AZ12*$AR$15)","v":335},{"$f":"IF(AR54<>0,BA12*AR54,BA12*$AR$15)","v":574},null,2024,"NR-C Arterial",null,null,95,null,null,"Broomfield",null,"RT Lanes"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,2025,"F-R Frontage Roads",null,null,100,null,null,"Chaffee",null,"--select--"]
[null,null,null,null,"NR-A Regional Hwy",null,null,null,"Dual LT, single RT lanes",null,null,null,null,50,null,null,"Critical Lane V/C:",null,null,{"$f":"BF52","v":1.01875},"Peds",{"$f":"CHAR(195)","v":"Ã"},{"$f":"CHAR(242)","v":"ò"},{"$f":"CHAR(196)","v":"Ä"},"Peds",{"$f":"AL17","v":30},{"$f":"AM17","v":40},{"$f":"CONCATENATE(Z20+Z18+Z16,\" (\",AA20+AA18+AA16,\") [\",AY8,\"]\")","v":"1760 (2760) [43200]"},{"$f":"Street2","v":"WB Colorado Street"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Entering Int Volume",null,null,{"$f":"SUM(AY6:AY13)/2","v":59500},{"$f":"SUM(AZ6:AZ13)/2","v":62350},{"$f":"SUM(BA6:BA13)/2","v":97000},{"$f":"SUM(BB6:BB13)/2/AY14","v":2.7319327731092437E-2},{"$f":"SUM(BC6:BC13)/2/AZ14","v":2.7285485164394548E-2},{"$f":"SUM(BD6:BD13)/2/BA14","v":2.7020618556701032E-2},null,2026,"Unclassified Road",null,null,105,null,null,"Cheyenne",null,{"$f":"CONCATENATE(\"Add RT Lanes on \",Road1)","v":"Add RT Lanes on Colorado Street"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Peak Hour Truck %:",null,null,0.03,null,null,0.03,null,null,0.02,null,null,0.02,null,null,null,null,null,null,null,null,null,null,null,null,null,2027,"Other Local Road",null,null,110,null,null,"Clear Creek",null,{"$f":"CONCATENATE(\"Add RT Lanes on \",Road2)","v":"Add RT Lanes on 30th Street"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Street1","v":"EB Colorado Street"},{"$f":"CONCATENATE(T16+T18+T20,\" (\",S16+S18+S20,\") [\",AY6,\"]\")","v":"2180 (1870) [43900]"},{"$f":"AI9","v":330},{"$f":"AI7","v":280},{"$f":"CHAR(200)","v":"È"},{"$f":"CONCATENATE(ExistYr,\" Intersection Daily Entering Volume (est):\")","v":"2021 Intersection Daily Entering Volume (est):"},null,null,{"$f":"CHAR(199)","v":"Ç"},{"$f":"AN7","v":50},{"$f":"AN9","v":110},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,2028,"--Terrain--","% of Const",null,115,null,null,"Conejos",null,{"$f":"CONCATENATE(\"Add one RT Lane on \",Road1)","v":"Add one RT Lane on Colorado Street"}]
["Minor (Crossing) Rd:",null,null,null,"30th Street",null,null,null,"4-ln w/TWLTL",null,null,null,null,80,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AM (PM) Pedestrian Crossings:",null,null,50,80,null,30,40,null,80,60,null,40,40,null,null,null,null,null,"Cars","Trucks",null,null,null,null,null,2029,"Plains",0.05,null,120,null,null,"Costilla",null,{"$f":"CONCATENATE(\"Add one RT Lane on \",Road2)","v":"Add one RT Lane on 30th Street"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AJ9","v":1450},{"$f":"AJ7","v":1800},{"$f":"CHAR(240)","v":"ð"},null,null,null,{"$f":"CHAR(239)","v":"ï"},{"$f":"AM7","v":1400},{"$f":"AM9","v":2250},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,2030,"Rolling",0.08,null,130,null,null,"Crowley",null,"Add RT Lanes on Both Roads"]
[null,null,null,null,"NR-B Arterial",null,null,null,"Single LT and RT lanes",null,null,null,null,40,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Open Year AM IEV",null,null,{"$f":"SUM(T43:T48)+SUM(Z43:Z48)+SUM(V39:X40)+SUM(V51:X52)","v":5415},{"$f":"(SUM(T43:T48)*AI$15+SUM(Z43:Z48)*AL$15+SUM(V51:X52)*AO$15+SUM(V39:X40)*AR$15)","v":149.44999999999999},null,null,null,null,null,2031,"Mountainous",0.15,null,140,null,null,"Custer",null,"Median Improvements"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AK9","v":90},{"$f":"AK7","v":100},{"$f":"CHAR(202)","v":"Ê"},{"$f":"AY14","v":59500},null,null,{"$f":"CHAR(201)","v":"É"},{"$f":"AL7","v":310},{"$f":"AL9","v":400},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,2032,"Urban",0.1,null,150,null,null,"Delta",null,"--select--"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"--- IMPORTANT NOTE ---\nICAT is not an explicit Traffic Forecasting tool. Simple Open  and Design Year volume projections are developed based on approach growth factors (entered above) and intersection K-factor**.  If more detailed intersection volume forecasts are desired, tools such as TurnsW32 and/or NCHRP Report 255 methodology can be used independently and the results can be included using the Open and Design Year forecast override tables below.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Open Year PM IEV",null,null,{"$f":"SUM(S43:S48)+SUM(AA43:AA48)+SUM(V37:X38)+SUM(V53:X54)","v":6235},{"$f":"(SUM(S43:S48)*AI$15+SUM(AA43:AA48)*AL$15+SUM(V53:X54)*AO$15+SUM(V37:X38)*AR$15)","v":172.95},null,null,null,null,null,2033,"--Region--",null,null,null,null,null,"Denver",null,{"$f":"CONCATENATE(\"Add Median on \",Road1)","v":"Add Median on Colorado Street"}]
["Major Rd Direction:",null,null,null,"East/West",null,null,null,"Area Type:",null,null,"Suburban",null,null,null,null,null,null,{"$f":"AJ17","v":80},{"$f":"AI17","v":50},"Peds",{"$f":"CHAR(197)","v":"Å"},{"$f":"CHAR(241)","v":"ñ"},{"$f":"CHAR(198)","v":"Æ"},"Peds","Peak Hour % Trucks",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,2034,"Region 1",null,null,"Turn Lanes",null,null,"Dolores",null,{"$f":"CONCATENATE(\"Add Median on \",Road2)","v":"Add Median on 30th Street"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Design Year AM IEV",null,null,{"$f":"SUM(T70:T75)+SUM(Z70:Z75)+SUM(V66:X67)+SUM(V78:X79)","v":8450},{"$f":"SUM(T70:T75)*AI$15+SUM(Z70:Z75)*AL$15+SUM(V78:X79)*AO$15+SUM(V66:X67)*AR$15","v":230},null,null,null,null,null,2035,"Region 2",null,null,"--Intersection Turn Lanes--","LT","RT","Douglas",null,"Add Median on Both Roads"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AI12","v":0.02},null,null,null,null,{"$f":"AO7","v":95},{"$f":"AP7","v":450},{"$f":"AQ7","v":45},{"$f":"AO17","v":80},null,"EB",{"$f":"AI15","v":0.03},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,2036,"Region 3",null,null,"Shared LT/TH, RT/TH lanes",0.75,0.75,"Eagle",null,"Conventional Intersections"]
["Intersection Control:",null,null,null,"Conventional Minor Stop",null,null,null,null,null,"Terrain:",null,"Rolling",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Design Year PM IEV",null,null,{"$f":"SUM(S70:S75)+SUM(AA70:AA75)+SUM(V64:X65)+SUM(V80:X81)","v":9700},{"$f":"SUM(S70:S75)*AI$15+SUM(AA70:AA75)*AL$15+SUM(V78:X79)*AO$15+SUM(V64:X65)*AR$15","v":259.25},null,null,null,null,null,2037,"Region 4",null,null,"Single LT, shared TH/RT",1,0.75,"Elbert",0,"-- select --"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AO9","v":120},{"$f":"AP9","v":580},{"$f":"AQ9","v":60},{"$f":"AP17","v":60},null,"WB",{"$f":"AL15","v":0.03},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,2038,"Region 5",null,null,"Single LT and RT lanes",1,1,"El Paso",1,"No Control Change"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Roadway Volume Splits",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,2039,"Major Road Direction",null,null,"Dual LT, shared TH/RT",2,0.75,"Fremont",2,"Minor Stop"]
["Prepared By:",null,null,null,"Region Traffic Engineer",null,null,null,null,null,"Date:",null,"2021-07-27",null,null,null,null,null,null,null,{"$f":"AO12","v":0.03},{"$f":"CONCATENATE(V24+W24+X24,\" (\",V26+W26+X26,\") [\",AY10,\"]\")","v":"590 (760) [16100]"},null,null,null,null,"NB",{"$f":"AO15","v":0.02},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,2040,"-- select --",null,null,"Dual LT, single RT lanes",2,1,"Garfield",3,"All Way Stop"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"CONCATENATE(Road1,\":\")","v":"Colorado Street:"},null,null,null,{"$f":"SplitMaj","v":0.73193277310924365},null,null,null,null,null,null,null,null,null,null,null,"Fill in below BLUE TEXT below ONLY if additional data is available; otherwise Opening &\nDesign Year volumes are auto calculated based growth rate, K and D factors",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Data=\"N\",0.5,IF(E22=\"East/West\",((AY6/2)+(AY8/2))/((AY6/2)+(AY8/2)+(AY10/2)+(AY12/2)),((AY10/2)+(AY12/2))/((AY6/2)+(AY8/2)+(AY10/2)+(AY12/2))))","v":0.73193277310924365},null,null,null,null,null,null,null,null,null,2041,"North/South",null,null,null,null,null,"Gilpin",4,"Signalize"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Street3","v":"NB 30th Street"},null,null,null,null,"SB",{"$f":"AR15","v":0.02},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,2042,"East/West",null,null,null,null,null,"Grand",5,"Add FYA"]
["Project Description:",null,null,null,"Project Case Study Example",null,null,null,null,null,null,null,null,null,null,{"$f":"CONCATENATE(Road2,\":\")","v":"30th Street:"},null,null,null,{"$f":"1-SplitMaj","v":0.26806722689075635},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(AI7:AT8)/(SUM(AI7:AT8)+SUM(AI9:AT10))","v":0.46444644464446444},null,null,null,null,null,null,null,null,null,2043,"--SL--",null,null,null,null,null,"Gunnison",6,"Question Responses"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Open Yr Volume Override",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,2044,25,0,null,null,null,null,"Hinsdale",0,"Yes"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"CONCATENATE(OpenYr,\" Opening          Year Volumes\")","v":"2023 Opening          Year Volumes"},null,null,{"$f":"Street4","v":"SB 30th Street"},null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Street1","v":"EB Colorado Street"},null,null,{"$f":"Street2","v":"WB Colorado Street"},null,null,{"$f":"Street3","v":"NB 30th Street"},null,null,{"$f":"Street4","v":"SB 30th Street"},null,null,null,null,null,null,null,null,null,null,null,null,null,2045,30,0,null,null,null,null,"Huerfano",null,"Somewhat"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"LT","TH","RT","LT","TH","RT","LT","TH","RT","LT","TH","RT",null,"Street Names/Orientation",null,null,"ADT Label",null,null,null,null,null,null,2046,35,0,null,null,null,null,"Jackson",null,"No"]
["Type of Project: ",null,null,null,"Safety Improvement Project",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"CONCATENATE(X39+W39+V39,\" (\",X37+W37+V37,\") [\",AZ12,\"]\")","v":"670 (600) [16750]"},null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Peak1","v":"AM Peak Hr"},0,0,0,0,0,0,0,0,0,0,0,0,null,null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Max \",ExistYr,\" LT Vols\")","v":"Max 2021 LT Vols"},null,null,2047,40,1,null,null,null,null,"Jefferson"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"T-Int?",null,null,null,2048,45,1,null,null,null,null,"Kiowa"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AS42<>0,AS42,(CEILING(TRUNC(U10*(1+GR_SB)^($E$44-$E$42),0),5)))","v":45},{"$f":"IF(AT37<>0,AT37,(CEILING(TRUNC(V10*(1+GR_SB)^($E$44-$E$42),0),5)))","v":160},{"$f":"IF(AS37<>0,AS37,(CEILING(TRUNC(W10*(1+GR_SB)^($E$44-$E$42),0),5)))","v":385},{"$f":"IF(AR37<>0,AR37,(CEILING(TRUNC(X10*(1+GR_SB)^($E$44-$E$42),0),5)))","v":55},null,null,null,null,null,null,null,null,null,{"$f":"Peak2","v":"PM Peak Hr"},0,0,0,0,0,0,0,0,0,0,0,0,null,null,null,null,null,null,null,null,null,null,null,2049,50,2,null,null,null,null,"Kit Carson"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Directionality=\"East/West\",CONCATENATE(\"EB \",E12),CONCATENATE(\"EB \",E17))","v":"EB Colorado Street"},null,null,"West Intersection Leg",null,null,{"$f":"SUM(S16:T21)+SUM(V10:V13)+SUM(Z18:AA19)+SUM(V24:V27)","v":8235},{"$f":"MAX(IntersectionData!S16,IntersectionData!T16,IntersectionData!V24,IntersectionData!V26,IntersectionData!Z20,IntersectionData!AA20,IntersectionData!X10,IntersectionData!X12)","v":400},null,null,2050,55,2,null,null,null,null,"Lake"]
[null,null,null,null,null,null,null,null,null,null,null,"ICAT Users Guide\n(Double Click to Open)",null,null,null,null,null,null,null,null,{"$f":"IF(AR42<>0,AR42,(CEILING(TRUNC(U12*(1+GR_SB)^($E$44-$E$42),0),5)))","v":45},{"$f":"IF(AT35<>0,AT35,(CEILING(TRUNC(V12*(1+GR_SB)^($E$44-$E$42),0),5)))","v":180},{"$f":"IF(AS35<>0,AS35,(CEILING(TRUNC(W12*(1+GR_SB)^($E$44-$E$42),0),5)))","v":425},{"$f":"IF(AR35<>0,AR35,(CEILING(TRUNC(X12*(1+GR_SB)^($E$44-$E$42),0),5)))","v":65},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,60,2,null,null,null,null,"La Plata"]
[null,null,null,null,"VOLUME FACTOR DATA",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Peak Hour Truck %:",null,0,null,null,0,null,null,0,null,null,0,null,null,null,{"$f":"IF(Directionality=\"East/West\",CONCATENATE(\"WB \",E12),CONCATENATE(\"WB \",E17))","v":"WB Colorado Street"},null,null,"East Intersection Leg",null,null,{"$f":"SUM(Z16:AA21)+SUM(X10:X13)+SUM(S18:T19)+SUM(X24:X27)","v":7985},null,null,null,null,"Existing Control Type",null,null,null,null,null,"Larimer"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Critical Lane V/C:",null,null,{"$f":"BF54","v":1.0687500000000001},"Peds",{"$f":"CHAR(195)","v":"Ã"},{"$f":"CHAR(242)","v":"ò"},{"$f":"CHAR(196)","v":"Ä"},"Peds",{"$f":"IF(AL42<>0,AL42,(CEILING(TRUNC(Z14*(1+GR_WB)^($E$44-$E$42),0),5)))","v":35},{"$f":"IF(AM42<>0,AM42,(CEILING(TRUNC(AA14*(1+GR_WB)^($E$44-$E$42),0),5)))","v":45},{"$f":"CONCATENATE(Z47+Z45+Z43,\" (\",AA47+AA45+AA43,\") [\",AZ8,\"]\")","v":"1840 (2875) [45050]"},{"$f":"Street2","v":"WB Colorado Street"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"--select one--",5,null,null,null,null,"Las Animas"]
[null,null,null,null,2021,null," Existing Data Year *",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AM (PM) Ped Crossings1:",null,null,0,0,null,0,0,null,0,0,null,0,0,null,null,{"$f":"IF(Directionality=\"East/West\",CONCATENATE(\"NB \",E17),CONCATENATE(\"NB \",E12))","v":"NB 30th Street"},null,null,"South Intersection Leg",null,null,{"$f":"SUM(V24:X27)+SUM(S20:T21)+SUM(W10:W13)+SUM(Z20:AA21)","v":3010},null,null,null,null,"Conventional Minor Stop",1,null,null,null,null,"Lincoln"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Street1","v":"EB Colorado Street"},{"$f":"CONCATENATE(T43+T45+T47,\" (\",S43+S45+S47,\") [\",AZ6,\"]\")","v":"2275 (1950) [45800]"},{"$f":"IF(AI37<>0,AI37,(CEILING(TRUNC(S16*(1+GR_EB)^($E$44-$E$42),0),5)))","v":345},{"$f":"IF(AI35<>0,AI35,(CEILING(TRUNC(T16*(1+GR_EB)^($E$44-$E$42),0),5)))","v":295},{"$f":"CHAR(200)","v":"È"},{"$f":"CONCATENATE(OpenYr,\" Intersection Daily Entering Volume (est):\")","v":"2023 Intersection Daily Entering Volume (est):"},null,null,{"$f":"CHAR(199)","v":"Ç"},{"$f":"IF(AN35<>0,AN35,(CEILING(TRUNC(Z16*(1+GR_WB)^($E$44-$E$42),0),5)))","v":55},{"$f":"IF(AN37<>0,AN37,(CEILING(TRUNC(AA16*(1+GR_WB)^($E$44-$E$42),0),5)))","v":115},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Conventional All Way Stop",2,null,null,null,null,"Logan"]
[null,null,null,null,2023,null," Project Open Year",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"1 Note: AM and (PM) pedestrian volumes crossings of each intersection leg (EB, WB, NB and SB), regardless of direction",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Directionality=\"East/West\",CONCATENATE(\"SB \",E17),CONCATENATE(\"SB \",E12))","v":"SB 30th Street"},null,null,"North Intersection Leg",null,null,{"$f":"SUM(V10:X13)+SUM(S16:T17)+SUM(W24:W27)+SUM(Z16:AA17)","v":2990},null,null,null,null,"Signalized Intersection",3,null,null,null,null,"Mesa"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AJ37<>0,AJ37,(CEILING(TRUNC(S18*(1+GR_EB)^($E$44-$E$42),0),5)))","v":1510},{"$f":"IF(AJ35<>0,AJ35,(CEILING(TRUNC(T18*(1+GR_EB)^($E$44-$E$42),0),5)))","v":1875},{"$f":"CHAR(240)","v":"ð"},null,null,null,{"$f":"CHAR(239)","v":"ï"},{"$f":"IF(AM35<>0,AM35,(CEILING(TRUNC(Z18*(1+GR_WB)^($E$44-$E$42),0),5)))","v":1460},{"$f":"IF(AM37<>0,AM37,(CEILING(TRUNC(AA18*(1+GR_WB)^($E$44-$E$42),0),5)))","v":2340},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Diamond Interchange",4,null,null,null,null,"Mineral"]
[null,null,null,null,2043,null," Project Design Year",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Design Yr Volume Override",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Is this a T-intersection?",null,null,{"$f":"IF(COUNTIF(BB38:BB45,0),\"Yes\",\"No\")","v":"No"},null,null,null,null,"New Intersection or Other",5,null,null,null,null,"Moffat"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AK37<>0,AK37,(CEILING(TRUNC(S20*(1+GR_EB)^($E$44-$E$42),0),5)))","v":95},{"$f":"IF(AK35<>0,AK35,(CEILING(TRUNC(T20*(1+GR_EB)^($E$44-$E$42),0),5)))","v":105},{"$f":"CHAR(202)","v":"Ê"},{"$f":"AZ14","v":62350},null,null,{"$f":"CHAR(201)","v":"É"},{"$f":"IF(AL35<>0,AL35,(CEILING(TRUNC(Z20*(1+GR_WB)^($E$44-$E$42),0),5)))","v":325},{"$f":"IF(AL37<>0,AL37,(CEILING(TRUNC(AA20*(1+GR_WB)^($E$44-$E$42),0),5)))","v":420},null,null,null,null,null,null,null,{"$f":"Street1","v":"EB Colorado Street"},null,null,{"$f":"Street2","v":"WB Colorado Street"},null,null,{"$f":"Street3","v":"NB 30th Street"},null,null,{"$f":"Street4","v":"SB 30th Street"},null,null,null,"Roadway Lanes/Median",null,null,null,null,null,null,null,null,null,null,"Typical Section",null,null,null,null,null,"Montezuma"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"LT","TH","RT","LT","TH","RT","LT","TH","RT","LT","TH","RT",null,null,null,null,null,null,"Critical Lane Volume Analysis",null,null,null,null,null,"--typical section--",null,null,null,null,null,"Montrose"]
[null,null,null,null,0.1,null," K Factor**",null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AJ42<>0,AJ42,(CEILING(TRUNC(S22*(1+GR_EB)^($E$44-$E$42),0),5)))","v":85},{"$f":"IF(AI42<>0,AI42,(CEILING(TRUNC(T22*(1+GR_EB)^($E$44-$E$42),0),5)))","v":55},"Peds",{"$f":"CHAR(197)","v":"Å"},{"$f":"CHAR(241)","v":"ñ"},{"$f":"CHAR(198)","v":"Æ"},"Peds",null,null,null,null,null,null,null,null,{"$f":"Peak1","v":"AM Peak Hr"},0,0,0,0,0,0,0,0,0,0,0,0,null,{"$f":"VLOOKUP(I12,$BG$49:$BI$63,2,FALSE)","v":4},"Lanes on Major",null,null,null,null,null,null,null,null,null,"2-ln undivided",2,0,null,null,null,"Morgan"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"YEAR","CLV1_AM","CLV2_AM","CLV1_PM","CLV2_PM","Max CLV","Max V/C","2-ln w/TWLTL",2,12,null,null,null,"Otero"]
[null,null,null,null,"* If current count data is older than 2016, collection of new (current) count data is recommended\n** K Factor = proportion of average annual daily traffic occurring in the highest hour of the day",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AO35<>0,AO35,(CEILING(TRUNC(V24*(1+GR_NB)^($E$44-$E$42),0),5)))","v":100},{"$f":"IF(AP35<>0,AP35,(CEILING(TRUNC(W24*(1+GR_NB)^($E$44-$E$42),0),5)))","v":480},{"$f":"IF(AQ35<>0,AQ35,(CEILING(TRUNC(X24*(1+GR_NB)^($E$44-$E$42),0),5)))","v":50},{"$f":"IF(AO42<>0,AO42,(CEILING(TRUNC(Y24*(1+GR_NB)^($E$44-$E$42),0),5)))","v":85},null,null,null,null,null,null,null,null,{"$f":"Peak2","v":"PM Peak Hr"},0,0,0,0,0,0,0,0,0,0,0,0,null,{"$f":"VLOOKUP(I12,$BG$49:$BI$63,3,FALSE)","v":16},"Median on Major",null,null,null,null,null,null,null,null,null,"4-ln undivided",4,0,null,null,null,"Ouray"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"ExistYr","v":2021},{"$f":"(MAX(IntersectionData!T18/Lanes_maj*2+IntersectionData!Z20/LTL_maj,IntersectionData!Z18/Lanes_maj*2+IntersectionData!T16/LTL_maj))","v":1055},{"$f":"(MAX(IntersectionData!W12/Lanes_min*2+IntersectionData!V24/LTL_min,IntersectionData!W24/Lanes_min*2+IntersectionData!X12/LTL_min))","v":295},{"$f":"(MAX(IntersectionData!S18/Lanes_maj*2+IntersectionData!AA20/LTL_maj,IntersectionData!AA18/Lanes_maj*2+IntersectionData!S16/LTL_maj))","v":1290},{"$f":"(MAX(IntersectionData!W10/Lanes_min*2+IntersectionData!V26/LTL_min,IntersectionData!W26/Lanes_min*2+IntersectionData!X10/LTL_min))","v":340},{"$f":"ROUND(MAX(BA52+BB52,BC52+BD52),-1)","v":1630},{"$f":"IF(Data=\"N\",0,BE52/1600)","v":1.01875},"4-ln w/TWLTL",4,12,null,null,null,"Park"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AO37<>0,AO37,(CEILING(TRUNC(V26*(1+GR_NB)^($E$44-$E$42),0),5)))","v":130},{"$f":"IF(AP37<>0,AP37,(CEILING(TRUNC(W26*(1+GR_NB)^($E$44-$E$42),0),5)))","v":615},{"$f":"IF(AQ37<>0,AQ37,(CEILING(TRUNC(X26*(1+GR_NB)^($E$44-$E$42),0),5)))","v":65},{"$f":"IF(AP42<>0,AP42,(CEILING(TRUNC(Y26*(1+GR_NB)^($E$44-$E$42),0),5)))","v":65},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"VLOOKUP(I17,$BG$49:$BI$63,2,FALSE)","v":4},"Lanes on Minor",null,null,null,null,null,null,null,null,null,"4-ln divided, 16' median",4,16,null,null,null,"Phillips"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Peak Hour Truck %:",null,0,null,null,0,null,null,0,null,null,0,null,null,null,null,null,null,null,{"$f":"OpenYr","v":2023},{"$f":"(MAX(IntersectionData!T45/Lanes_maj*2+IntersectionData!Z47/LTL_maj,IntersectionData!Z45/Lanes_maj*2+IntersectionData!T43/LTL_maj))","v":1100},{"$f":"(MAX(IntersectionData!W39/Lanes_min*2+IntersectionData!V51/LTL_min,IntersectionData!W51/Lanes_min*2+IntersectionData!X39/LTL_min))","v":312.5},{"$f":"(MAX(IntersectionData!S45/Lanes_maj*2+IntersectionData!AA47/LTL_maj,IntersectionData!AA45/Lanes_maj*2+IntersectionData!S43/LTL_maj))","v":1342.5},{"$f":"(MAX(IntersectionData!W37/Lanes_min*2+IntersectionData!V53/LTL_min,IntersectionData!W53/Lanes_min*2+IntersectionData!X37/LTL_min))","v":362.5},{"$f":"ROUND(MAX(BA54+BB54,BC54+BD54),-1)","v":1710},{"$f":"IF(Data=\"N\",0,BE54/1600)","v":1.0687500000000001},"4-ln divided, 20' median",4,20,null,null,null,"Pitkin"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"CONCATENATE(V51+W51+X51,\" (\",V53+W53+X53,\") [\",AZ10,\"]\")","v":"630 (810) [17100]"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"VLOOKUP(I17,$BG$49:$BI$63,3,FALSE)","v":12},"Median on Minor",null,null,null,null,null,null,null,null,null,"4-ln divided, 28' median",4,28,null,null,null,"Prowers"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AM (PM) Ped Crossings1:",null,null,0,0,null,0,0,null,0,0,null,0,0,null,null,null,null,null,null,{"$f":"DesignYr","v":2043},{"$f":"(MAX(IntersectionData!T72/Lanes_maj*2+IntersectionData!Z74/LTL_maj,IntersectionData!Z72/Lanes_maj*2+IntersectionData!T70/LTL_maj))","v":1632.5},{"$f":"(MAX(IntersectionData!W66/Lanes_min*2+IntersectionData!V78/LTL_min,IntersectionData!W78/Lanes_min*2+IntersectionData!X66/LTL_min))","v":570},{"$f":"(MAX(IntersectionData!S72/Lanes_maj*2+IntersectionData!AA74/LTL_maj,IntersectionData!AA72/Lanes_maj*2+IntersectionData!S70/LTL_maj))","v":1995},{"$f":"(MAX(IntersectionData!W64/Lanes_min*2+IntersectionData!V80/LTL_min,IntersectionData!W80/Lanes_min*2+IntersectionData!X64/LTL_min))","v":652.5},{"$f":"ROUND(MAX(BA56+BB56,BC56+BD56),-1)","v":2650},{"$f":"IF(Data=\"N\",0,TRUNC(Max_CLV/1600,2))","v":1.65},"4-ln divided, 40' median",4,40,null,null,null,"Pueblo"]
[null,null,null,null,"CRASH DATA:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Street3","v":"NB 30th Street"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"VLOOKUP(I14,BJ24:BL28,2,FALSE)","v":2},"LT Turn lanes on Major",null,null,null,null,null,null,null,null,null,"4-ln divided, 44' median",4,44,null,null,null,"Rio Blanco"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"6-ln w/TWLTL",6,0,null,null,null,"Rio Grande"]
[null,null,null,null,"Use DiExSys Data or LOSS Database to document number of PDO, injury, fatal crashes and LOSS at this intersection in past 5 years:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"VLOOKUP(I19,BJ24:BL28,3,FALSE)","v":1},"LT Turn lanes on Minor",null,null,null,null,null,null,null,null,null,"6-ln divided, 16' median",6,16,null,null,null,"Routt"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"CONCATENATE(DesignYr,\" Design        Year Volumes\")","v":"2043 Design        Year Volumes"},null,null,{"$f":"Street4","v":"SB 30th Street"},null,null,null,null,null,null,null,null,null,null,null,"ADT Volume Override",null,"Exist Year",null,"Open Year",null,"Design  Year",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"6-ln divided, 20' median",6,20,null,null,null,"Saguache"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Signal Warrants Analysis",null,null,null,null,null,"6-ln divided, 28' median",6,28,null,null,null,"San Juan"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"CONCATENATE(X66+W66+V66,\" (\",X64+W64+V64,\") [\",BA12,\"]\")","v":"1210 (1075) [28700]"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Lanes_maj>2,2,1)","v":2},null,null,null,null,null,null,null,null,null,null,"6-ln divided, 40' median",6,40,null,null,null,"San Miguel"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AY38","v":"West Intersection Leg"},null,0,null,0,null,0,null,null,null,null,null,null,null,null,{"$f":"IF(Lanes_min>2,2,1)","v":2},null,"Volume Threshold","AM1","AM2","AM3","AM4","PM1","PM2","PM3","PM4","6-ln divided, 44' median",6,44,null,null,null,"Sedgwick"]
[null,null,null,null,"Use following link to access CDOT Crash Patterns/LOSS:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AS56<>0,AS56,(CEILING(TRUNC(U10*(1+GR_SB)^($E$46-$E$42),0),5)))","v":80},{"$f":"IF(AT51<>0,AT51,(CEILING(TRUNC(V10*(1+GR_SB)^($E$46-$E$42),0),5)))","v":290},{"$f":"IF(AS51<>0,AS51,(CEILING(TRUNC(W10*(1+GR_SB)^($E$46-$E$42),0),5)))","v":690},{"$f":"IF(AR51<>0,AR51,(CEILING(TRUNC(X10*(1+GR_SB)^($E$46-$E$42),0),5)))","v":95},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"CONCATENATE(Area,AV62,\"-\",AV63)","v":"Suburban2-2"},null,null,{"$f":"AZ64*0.85","v":8.5000000000000006E-2},{"$f":"Kfactor","v":0.1},{"$f":"AZ64*0.9","v":9.0000000000000011E-2},{"$f":"AZ64*0.8","v":8.0000000000000016E-2},{"$f":"BE64*0.8","v":8.0000000000000016E-2},{"$f":"BE64*0.9","v":9.0000000000000011E-2},{"$f":"Kfactor","v":0.1},{"$f":"BE64*0.9","v":9.0000000000000011E-2},null,null,null,null,null,null,"Summit"]
[null,null,null,null,"https://cdot.maps.arcgis.com/apps/MapSeries/index.html?appid=3dd05bf3e7e746f5811f81ba6d13c5fe",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AY40","v":"East Intersection Leg"},null,0,null,0,null,0,null,null,null,null,null,null,null,null,"Major Street ADT",null,{"$f":"VLOOKUP(AV64,AV70:AX81,2,0)","v":600},{"$f":"IF(Directionality=\"East/West\",AVERAGE($AZ$6,$AZ$8)*0.5*AY$64,AVERAGE($AZ$10,$AZ$12)*0.55*AY$64)","v":1930.5625000000002},2271.25,2044.1250000000002,1817.0000000000005,1817.0000000000005,2044.1250000000002,2271.25,2044.1250000000002,null,null,null,null,null,null,"Teller"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AR56<>0,AR56,(CEILING(TRUNC(U12*(1+GR_SB)^($E$46-$E$42),0),5)))","v":80},{"$f":"IF(AT49<>0,AT49,(CEILING(TRUNC(V12*(1+GR_SB)^($E$46-$E$42),0),5)))","v":325},{"$f":"IF(AS49<>0,AS49,(CEILING(TRUNC(W12*(1+GR_SB)^($E$46-$E$42),0),5)))","v":770},{"$f":"IF(AR49<>0,AR49,(CEILING(TRUNC(X12*(1+GR_SB)^($E$46-$E$42),0),5)))","v":115},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Minor Street ADT",null,{"$f":"VLOOKUP(AV64,AV70:AX81,3,0)","v":200},{"$f":"IF(Directionality=\"East/West\",MAX($AZ$10,$AZ$12)*0.5*AY$64,MAX($AZ$6,$AZ$8)*0.55*AY$64)","v":726.75},855,769.50000000000011,684.00000000000011,684.00000000000011,769.50000000000011,855,769.50000000000011,null,null,null,null,null,null,"Washington"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AY42","v":"South Intersection Leg"},null,0,null,0,null,0,null,null,null,null,null,null,null,null,"Met Major?",null,{"$f":"SUM(AY67:BF67)","v":8},{"$f":"IF(AY65>$AX65,1,0)","v":1},1,1,1,1,1,1,1,null,null,null,null,null,null,"Weld"]
[null,null,null,null,23,null,"Number of PDO crashes in last 5 year period",null,null,null,null,null,null,null,null,null,"Critical Lane V/C:",null,null,{"$f":"BF56","v":1.65},"Peds",{"$f":"CHAR(195)","v":"Ã"},{"$f":"CHAR(242)","v":"ò"},{"$f":"CHAR(196)","v":"Ä"},"Peds",{"$f":"IF(AL56<>0,AL56,(CEILING(TRUNC(Z14*(1+GR_WB)^($E$46-$E$42),0),5)))","v":50},{"$f":"IF(AM56<>0,AM56,(CEILING(TRUNC(AA14*(1+GR_WB)^($E$46-$E$42),0),5)))","v":65},{"$f":"CONCATENATE(Z74+Z72+Z70,\" (\",AA74+AA72+AA70,\") [\",BA8,\"]\")","v":"2725 (4270) [67250]"},{"$f":"Street2","v":"WB Colorado Street"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Met Minor?",null,{"$f":"SUM(AY68:BF68)","v":8},1,1,1,1,1,1,1,1,null,null,null,null,null,null,"Yuma"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AY44","v":"North Intersection Leg"},null,0,null,0,null,0,null,null,null,null,null,null,null,null,"8-hr warrant met?",null,{"$f":"IF(SUM(AX67:AX68)=16,\"yes\",\"no\")","v":"yes"}]
[null,null,null,null,4,null,"Number of Injury crashes in last 5 year period",null,null,null,null,null,null,null,null,null,{"$f":"Street1","v":"EB Colorado Street"},{"$f":"CONCATENATE(T70+T72+T74,\" (\",S70+S72+S74,\") [\",BA6,\"]\")","v":"3375 (2895) [68950]"},{"$f":"IF(AI51<>0,AI51,(CEILING(TRUNC(S16*(1+GR_EB)^($E$46-$E$42),0),5)))","v":510},{"$f":"IF(AI49<>0,AI49,(CEILING(TRUNC(T16*(1+GR_EB)^($E$46-$E$42),0),5)))","v":435},{"$f":"CHAR(200)","v":"È"},{"$f":"CONCATENATE(DesignYr,\" Intersection Daily Entering Volume (est):\")","v":"2043 Intersection Daily Entering Volume (est):"},null,null,{"$f":"CHAR(199)","v":"Ç"},{"$f":"IF(AN49<>0,AN49,(CEILING(TRUNC(Z16*(1+GR_WB)^($E$46-$E$42),0),5)))","v":80},{"$f":"IF(AN51<>0,AN51,(CEILING(TRUNC(AA16*(1+GR_WB)^($E$46-$E$42),0),5)))","v":170},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Urban1-1",500,150]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Urban2-1",600,150]
[null,null,null,null,1,null,"Number of Fatal crashes in last 5 year period",null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AJ51<>0,AJ51,(CEILING(TRUNC(S18*(1+GR_EB)^($E$46-$E$42),0),5)))","v":2245},{"$f":"IF(AJ49<>0,AJ49,(CEILING(TRUNC(T18*(1+GR_EB)^($E$46-$E$42),0),5)))","v":2785},{"$f":"CHAR(240)","v":"ð"},null,null,null,{"$f":"CHAR(239)","v":"ï"},{"$f":"IF(AM49<>0,AM49,(CEILING(TRUNC(Z18*(1+GR_WB)^($E$46-$E$42),0),5)))","v":2165},{"$f":"IF(AM51<>0,AM51,(CEILING(TRUNC(AA18*(1+GR_WB)^($E$46-$E$42),0),5)))","v":3480},null,null,null,null,null,"Note: Enter two-way ADT volume overrides on each intersection leg",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Urban2-2",600,200]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Urban1-2",500,200]
[null,null,null,null,{"$f":"SUM(E68:E73)","v":28},null,"Total number of crashes in last 5 year period",null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AK51<>0,AK51,(CEILING(TRUNC(S20*(1+GR_EB)^($E$46-$E$42),0),5)))","v":140},{"$f":"IF(AK49<>0,AK49,(CEILING(TRUNC(T20*(1+GR_EB)^($E$46-$E$42),0),5)))","v":155},{"$f":"CHAR(202)","v":"Ê"},{"$f":"BA14","v":97000},null,null,{"$f":"CHAR(201)","v":"É"},{"$f":"IF(AL49<>0,AL49,(CEILING(TRUNC(Z20*(1+GR_WB)^($E$46-$E$42),0),5)))","v":480},{"$f":"IF(AL51<>0,AL51,(CEILING(TRUNC(AA20*(1+GR_WB)^($E$46-$E$42),0),5)))","v":620},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rural1-1",350,105]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rural2-1",420,105]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AJ56<>0,AJ56,(CEILING(TRUNC(S22*(1+GR_EB)^($E$46-$E$42),0),5)))","v":125},{"$f":"IF(AI56<>0,AI56,(CEILING(TRUNC(T22*(1+GR_EB)^($E$46-$E$42),0),5)))","v":80},"Peds",{"$f":"CHAR(197)","v":"Å"},{"$f":"CHAR(241)","v":"ñ"},{"$f":"CHAR(198)","v":"Æ"},"Peds",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rural2-2",420,140]
[null,null,null,null,4,null,"LOSS Total",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rural1-2",350,105]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AO49<>0,AO49,(CEILING(TRUNC(V24*(1+GR_NB)^($E$46-$E$42),0),5)))","v":185},{"$f":"IF(AP49<>0,AP49,(CEILING(TRUNC(W24*(1+GR_NB)^($E$46-$E$42),0),5)))","v":865},{"$f":"IF(AQ49<>0,AQ49,(CEILING(TRUNC(X24*(1+GR_NB)^($E$46-$E$42),0),5)))","v":90},{"$f":"IF(AO56<>0,AO56,(CEILING(TRUNC(Y24*(1+GR_NB)^($E$46-$E$42),0),5)))","v":155},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Suburban1-1",500,150]
[null,null,null,null,4,null,"LOSS Severe",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Suburban2-1",600,150]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AO51<>0,AO51,(CEILING(TRUNC(V26*(1+GR_NB)^($E$46-$E$42),0),5)))","v":230},{"$f":"IF(AP51<>0,AP51,(CEILING(TRUNC(W26*(1+GR_NB)^($E$46-$E$42),0),5)))","v":1115},{"$f":"IF(AQ51<>0,AQ51,(CEILING(TRUNC(X26*(1+GR_NB)^($E$46-$E$42),0),5)))","v":115},{"$f":"IF(AP56<>0,AP56,(CEILING(TRUNC(Y26*(1+GR_NB)^($E$46-$E$42),0),5)))","v":115},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Suburban2-2",600,200]
[null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"000 = \",Peak1,\" Movement/Approach Volume\")","v":"000 = AM Peak Hr Movement/Approach Volume"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Suburban1-2",500,200]
[null,null,null,null,"Note\nEnter number of injury and fatal crashes, NOT number of persons injured or killed\n",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"CONCATENATE(V78+W78+X78,\" (\",V80+W80+X80,\") [\",BA10,\"]\")","v":"1140 (1460) [29100]"}]
[null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"(000) = \",Peak2,\" Movement/Approach Volume\")","v":"(000) = PM Peak Hr Movement/Approach Volume"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Street3","v":"NB 30th Street"}]
[null,null,null,null,null,null,null,null,null,null,null,null,"[0000]= ADT Approach Volume (Estimate)"]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,"Legend:"]

{"sheet":"Stage1","index":3,"n_rows":52,"n_cols":43,"rows_kept":52,"cut":false,"hidden":false,"merged":[[51,2,51,32],[9,1,11,1],[48,2,48,4],[48,32,48,33],[49,2,49,4],[49,32,49,33],[50,2,50,4],[50,32,50,33],[45,2,45,4],[45,32,45,33],[46,2,46,4],[46,32,46,33],[47,2,47,4],[47,32,47,33],[30,32,30,33],[31,2,31,4],[31,32,31,33],[33,2,33,4],[33,32,33,33],[34,2,34,4],[34,32,34,33],[38,1,50,1],[43,2,43,4],[43,32,43,33],[40,35,41,35],[40,36,41,36],[41,2,41,4],[41,32,41,33],[42,2,42,4],[42,32,42,33],[37,2,37,4],[37,32,37,33],[4,25,11,25],[38,2,38,4],[39,2,39,4],[40,2,40,4],[4,35,8,36],[24,35,32,36],[44,2,44,4],[44,32,44,33],[27,1,37,1],[27,2,27,4],[27,32,27,33],[28,2,28,4],[28,32,28,33],[29,2,29,4],[29,32,29,33],[30,2,30,4],[36,2,36,4],[36,32,36,33],[40,32,40,33],[38,32,38,33],[39,32,39,33],[35,2,35,4],[35,32,35,33],[32,2,32,4],[32,32,32,33],[13,1,16,1],[13,2,13,4],[13,32,13,33],[14,2,14,4],[14,32,14,33],[15,2,15,4],[15,32,15,33],[16,2,16,4],[16,32,16,33],[17,1,26,1],[17,2,17,4],[17,32,17,33],[18,2,18,4],[18,32,18,33],[19,2,19,4],[23,2,23,4],[23,32,23,33],[24,2,24,4],[24,32,24,33],[25,2,25,4],[25,32,25,33],[19,32,19,33],[20,2,20,4],[20,32,20,33],[21,2,21,4],[21,32,21,33],[22,2,22,4],[22,32,22,33],[26,2,26,4],[26,32,26,33],[1,1,1,33],[2,27,2,33],[4,1,4,2],[4,3,4,4],[12,1,12,4],[4,31,12,31],[7,3,7,4],[8,1,8,2],[8,3,8,4],[10,29,12,29],[10,30,12,30],[4,27,12,27],[4,32,10,33],[5,1,5,2],[5,3,5,4],[6,1,6,2],[6,3,6,4],[7,1,7,2],[4,8,11,8],[4,12,11,12],[4,13,11,13],[4,14,11,14],[4,15,11,15],[2,2,2,6],[6,39,6,42],[12,5,12,6],[12,9,12,10],[10,2,11,4],[9,2,9,4],[3,8,3,13],[3,14,3,17],[3,18,3,21],[10,28,12,28],[4,16,11,16],[4,19,11,19],[4,22,11,22],[4,17,11,17],[4,18,11,18],[4,24,11,24],[4,21,11,21],[4,26,11,26],[4,23,11,23],[4,20,11,20],[12,32,12,33],[3,22,3,25],[11,34,12,35]]}
[]
[null," ICAT STAGE 1: ALTERNATIVE SHORT-LIST DECISION RECORD"]
[null,null,"            Developed and Maintained in Cooperation with Georgia DOT",null,null,null,null,null,null,"Min","Desired","Diff",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Version","v":"CDOT ICAT Version 1.0 | Release Date: 8/30/2021"}]
[null,null,null,null,null,"Min","Desired","Diff","Right of Way",null,null,null,null,null,"Safety",null,null,null,"Roadway Context",null,null,null,"Operations/Maintenance",null,null,null,"Costs",null,"Hide","Hide","Hide"]
[null,"Project Number:",null,{"$f":"ProjNo","v":12345},null,null,null,null,"Q1: Is ROW on major road constrained?\n(0=no, 1=somewhat, 2=highly)",null,null,null,"Q2: Is ROW on minor road constrained?\n(0=no, 1=somewhat, 2=highly)","Q3: Intersection quadrants constrained?\n(0=no, 1=somewhat, 2=highly)","Q4: Are there intersection safety issues?\n(0=low, 1=moderate, 2=crash hot spot)","Q5: Are there significant pedestrian crossings?\n(0=none/low, 1=moderate, 2=high)","Q6: Is there significant bicycle activity?\n(0=none/low, 1=moderate, 2=high)","Q7: Are one or more approach speeds high? (0=no, 1=moderate, 2=high)","Q8:Do roadway contexts, characteristics transition at intersection? (0=no, 1yes)","Q9: Are there numerous driveways near intersection? (0=no, 1=few, 2=many)","Q10: What is adjacent intersection spacing?\n(0=isolated, 1=network, 2= dense network)","Q11: Is this a T-intersection? Or can minor ST thru or left turns be eliminated? (0=No, 1=Yes)",{"$f":"CONCATENATE(\"Q12: Are design yr no-build volumes high? No-Build \",DesignYr, \" V/C=\",BuildVC,\"; (0=low, 2=mod, 4=high)\")","v":"Q12: Are design yr no-build volumes high? No-Build 2043 V/C=1.65; (0=low, 2=mod, 4=high)"},{"$f":"CONCATENATE(\"Q13: Are exist LT volumes high? (Max \",ExistYr,\" LT =\",MaxLT,\" vph) ; (0=no, 1=somewhat, 2=yes)\")","v":"Q13: Are exist LT volumes high? (Max 2021 LT =400 vph) ; (0=no, 1=somewhat, 2=yes)"},"Q14: Could intersection become interchange in next 20 yrs? (0=no, 1=maybe, 2=probably)","Q15: Transit route / maintenance compatibility? (0=low, 2=favorable)","Q15: Are costs a primary decision factor?\n(0=no, 1=somewhat, 2=yes)"," Total Stage 1 Screening Evaluation Score",null,null,null,"Alternative choice override (justification required)","Use this Stage 1 assessment form to select 2 to 5 alternatives to be carried into Stage 2 evaluations; Intersection control alternatives with the highest total weighted scores will be highlighted in BLUE and automatically carried forward into the Stage 2 assessment worksheet.",null,null,"Note: If No-Build Condition is a desired alternative to evaluate, place a \"Y\" in the alternative choice override column for the No-Build alternative and Enter \"No-Build Condition\" in the Scoring Override Justification column."]
[null,"Project Location:",null,{"$f":"CONCATENATE(Road1, \" @ \",Road2)","v":"Colorado Street @ 30th Street"}]
[null,"Existing Control:",null,{"$f":"ExistControl","v":"Conventional Minor Stop"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Menu Items:"]
[null,"Prepared by:",null,{"$f":"PreparedBy","v":"Region Traffic Engineer"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0,0,0,2]
[null,"Date:",null,{"$f":"Date","v":"2021-07-27"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1,1,2,"X"]
[null,null,"Answer questions 1-16 with rating of 0, 1 or 2.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,2,null,4,"Y"]
[null,null,"Deselect or select any alternative by placing an  X or Y (respectively) in column to right of score; Enter change justification in rightmost column",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Adjusted Score","Score Rank","Unique Rank",null,null,null,null,null,"No-Build Condition:"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Number of Alternatives to be Evaluated in Stage 2:",5,"Exclude from Selection?",null,{"$f":"ExistControl","v":"Conventional Minor Stop"},null,null,"Yes"]
[null,"Intersection Alternatives: (see Intersections tab for\ndetailed description of intersection/interchange type)",null,null,null,"Major Road",null,null,2,"Minor Road",null,null,1,0,{"$f":"IF(OR(LOSStotal=4,LOSSsevere=4),2,IF(OR(LOSStotal=3,LOSSsevere=3),1,0))","v":2},1,1,0,1,1,1,1,{"$f":"IF(BuildVC>1.2,4,IF(BuildVC>0.85,2,0))","v":4},{"$f":"IF(MaxLT>300,2,IF(MaxLT>200,1,0))","v":2},0,null,2,null,null,null,null,null,"Scoring Override Justification:",null,null,null,"No",null,null,"No"]
[{"$f":"AE14","v":38},"Conventional Improvements",{"$f":"IF(AND(AL14=\"\",AL16=\"\",AL18=\"\"),\"-- select --\",IF(AND(AL16=\"\",AL14<>\"\"),CONCATENATE(AL14,AL18),IF(AND(AL14=\"\",AL16<>\"\"),CONCATENATE(AL16,,AL18),CONCATENATE(AL14,AL16,AL18))))","v":"-- select --"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AF14=\"Y\",99,IF(AF14=\"X\",0,AB14))","v":0},{"$f":"RANK(AB15,$AB$16:$AB$51)","v":{"$error":"#N/A"}},{"$f":"RANK(AC14,$AC$14:$AC$51,0)+COUNTIF($AC14:AC$51,AC14)-1","v":38},{"$f":"IF(C14<>\"-- select --\",\"Y\",\"\")","v":""},null,null,null,null,"Conventional Improvements 1",{"$f":"IF(AND(AL18=\"\",AL16=\"\"),IF(AND(AK15<>\"--select--\",AK16<>\"--select--\"),\"Add Turn Lanes\",IF(AND(AK16=\"--select--\",AK15<>\"--select--\"),\"Add LT Lanes\",IF(AND(AK15=\"--select--\",AK16<>\"--select--\"),\"Add RT Lanes\",\"\"))), IF(AND(AK15<>\"--select--\",AK16<>\"--select--\"),\"Add Turn Lanes,\",IF(AND(AK16=\"--select--\",AK15<>\"--select--\"),\"Add LT Lanes,\",IF(AND(AK15=\"--select--\",AK16<>\"--select--\"),\"Add RT Lanes,\",\"\"))))","v":""}]
[{"$f":"AE15","v":37},null,{"$f":"IF(AND(AL19=\"\",AL21=\"\",AL23=\"\"),\"-- select --\",IF(AND(AL21=\"\",AL19<>\"\"),CONCATENATE(AL19,AL23),IF(AND(AL19=\"\",AL21<>\"\"),CONCATENATE(AL21,AL23),CONCATENATE(AL19,AL21,AL23))))","v":"-- select --"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AF15=\"Y\",99,IF(AF15=\"X\",0,AB15))","v":0},{"$f":"RANK(AB15,$AB$16:$AB$51)","v":{"$error":"#N/A"}},{"$f":"RANK(AC15,$AC$14:$AC$51,0)+COUNTIF($AC15:AC$51,AC15)-1","v":37},{"$f":"IF(C15<>\"-- select --\",\"Y\",\"\")","v":""},null,null,null,"Left Lanes","--select--"]
[17,null,"Minor Street Stop",null,null,{"$f":"Lanes_maj*11+12+16","v":72},{"$f":"Lanes_maj*12+16+26","v":90},{"$f":"IF(G16-ROW_1<0,0,G16-ROW_1)","v":10},{"$f":"IF(AND(ExistControl=\"Conventional Minor Stop\",AK13=\"Yes\"),0,MIN(TREND($AP$8:$AQ$8,F16:G16,ROW_1),2))","v":0.88888888888888928},{"$f":"Lanes_min*11+12+16","v":72},{"$f":"Lanes_min*12+16+26","v":90},{"$f":"IF(K16-ROW_2<0,0,K16-ROW_2)","v":10},{"$f":"IF(AND(ExistControl=\"Conventional Minor Stop\",AK13=\"Yes\"),0,MIN(TREND($AP$8:$AQ$8,J16:K16,ROW_2),2))","v":0.88888888888888928},{"$f":"IF(AND(ExistControl=\"Conventional Minor Stop\",AK13=\"Yes\"),0,IF(AND(ExistControl=\"Conventional Minor Stop\",AK13=\"Yes\"),0,3))","v":3},{"$f":"IF(AND(ExistControl=\"Conventional Minor Stop\",AK13=\"Yes\"),0,1)","v":1},{"$f":"IF(AND(ExistControl=\"Conventional Minor Stop\",AK13=\"Yes\"),0,1)","v":1},{"$f":"IF(AND(ExistControl=\"Conventional Minor Stop\",AK13=\"Yes\"),0,3)","v":3},{"$f":"IF(AND(ExistControl=\"Conventional Minor Stop\",AK13=\"Yes\"),0,2)","v":2},{"$f":"IF(AND(ExistControl=\"Conventional Minor Stop\",AK13=\"Yes\"),0,0)","v":0},{"$f":"IF(AND(ExistControl=\"Conventional Minor Stop\",AK13=\"Yes\"),0,0)","v":0},{"$f":"IF(AND(ExistControl=\"Conventional Minor Stop\",AK13=\"Yes\"),0,3)","v":3},{"$f":"IF(AND(ExistControl=\"Conventional Minor Stop\",AK13=\"Yes\"),0,2)","v":2},{"$f":"IF(AND(ExistControl=\"Conventional Minor Stop\",AK13=\"Yes\"),0,0)","v":0},{"$f":"IF(AND(ExistControl=\"Conventional Minor Stop\",AK13=\"Yes\"),0,0)","v":0},{"$f":"IF(AND(ExistControl=\"Conventional Minor Stop\",AK13=\"Yes\"),0,0)","v":0},null,{"$f":"IF(AND(ExistControl=\"Conventional Minor Stop\",AK13=\"Yes\"),0,3)","v":3},{"$f":"I16*$I$13+M16*$M$13+N16*N$13+O16*O$13+P16*P$13+Q16*Q$13+S16*S$13+Y16*$Y$13+$V$13*V16+$AA$13*AA16+$X$13*X16+$U$13*U16+$W$13*W16+$R$13*R16+$T$13*T16","v":19.666666666666668},19.666666666666668,{"$f":"RANK(AB16,$AC$16:$AC$51)","v":17},{"$f":"RANK(AC16,$AC$14:$AC$51,0)+COUNTIF($AC16:AC$51,AC16)-1","v":17},null,null,null,null,"Right Lanes","--select--",{"$f":"IF(AK17<>\"--select--\", \"Medians\",\"\")","v":""}]
[15,null,"All-Way Stop",null,null,{"$f":"Lanes_maj*11+12+16","v":72},{"$f":"Lanes_maj*12+16+26","v":90},10,{"$f":"IF(AND(ExistControl=\"Conventional All Way Stop\",AK13=\"Yes\"),0,MIN(TREND($AP$8:$AQ$8,F17:G17,ROW_1),2))","v":0.88888888888888928},72,90,10,{"$f":"IF(AND(ExistControl=\"Conventional All Way Stop\",AK13=\"Yes\"),0,MIN(TREND($AP$8:$AQ$8,J17:K17,ROW_2),2))","v":0.88888888888888928},{"$f":"IF(AND(ExistControl=\"Conventional All Way Stop\",AK13=\"Yes\"),0,3)","v":3},{"$f":"IF(AND(ExistControl=\"Conventional All Way Stop\",AK13=\"Yes\"),0,3)","v":3},{"$f":"IF(AND(ExistControl=\"Conventional All Way Stop\",AK13=\"Yes\"),0,1)","v":1},{"$f":"IF(AND(ExistControl=\"Conventional All Way Stop\",AK13=\"Yes\"),0,2)","v":2},{"$f":"IF(AND(ExistControl=\"Conventional All Way Stop\",AK13=\"Yes\"),0,1)","v":1},{"$f":"IF(AND(ExistControl=\"Conventional All Way Stop\",AK13=\"Yes\"),0,1)","v":1},{"$f":"IF(AND(ExistControl=\"Conventional All Way Stop\",AK13=\"Yes\"),0,0)","v":0},{"$f":"IF(AND(ExistControl=\"Conventional All Way Stop\",AK13=\"Yes\"),0,1)","v":1},{"$f":"IF(AND(ExistControl=\"Conventional All Way Stop\",AK13=\"Yes\"),0,2)","v":2},{"$f":"IF(AND(ExistControl=\"Conventional All Way Stop\",AK13=\"Yes\"),0,0)","v":0},{"$f":"IF(AND(ExistControl=\"Conventional All Way Stop\",AK13=\"Yes\"),0,0)","v":0},{"$f":"IF(AND(ExistControl=\"Conventional All Way Stop\",AK13=\"Yes\"),0,0)","v":0},null,{"$f":"IF(AND(ExistControl=\"Conventional All Way Stop\",AK13=\"Yes\"),0,3)","v":3},21.666666666666668,21.666666666666668,{"$f":"RANK(AB17,$AB$16:$AB$51)","v":16},{"$f":"RANK(AC17,$AC$14:$AC$51,0)+COUNTIF($AC17:AC$51,AC17)-1","v":15},null,null,null,null,"Medians","--select--"]
[10,"Unsignalized Intersections","Right-In/Right-out",null,null,{"$f":"Lanes_maj*11+12+16","v":72},{"$f":"Lanes_maj*12+16+26","v":90},10,{"$f":"IF(V13=0,0,MIN(TREND($AP$8:$AQ$8,F18:G18,ROW_1),2))","v":0.88888888888888928},72,90,10,{"$f":"IF(V13=0,0,MIN(TREND($AP$8:$AQ$8,J18:K18,ROW_2),2))","v":0.88888888888888928},{"$f":"IF(V13=0,0,3)","v":3},{"$f":"IF(V13=0,0,3)","v":3},{"$f":"IF(V13=0,0,2)","v":2},{"$f":"IF(V13=0,0,2)","v":2},{"$f":"IF(V13=0,0,2)","v":2},{"$f":"IF(V13=0,0,0)","v":0},{"$f":"IF(V13=0,0,0)","v":0},{"$f":"IF(V13=0,0,3)","v":3},{"$f":"IF(V13=0,0,3)","v":3},{"$f":"IF(V13=0,0,0)","v":0},{"$f":"IF(V13=0,0,0)","v":0},{"$f":"IF(V13=0,0,0)","v":0},null,{"$f":"IF(V13=0,0,3)","v":3},24.666666666666668,24.666666666666668,11,{"$f":"RANK(AC18,$AC$14:$AC$51,0)+COUNTIF($AC18:AC$51,AC18)-1","v":10},null,null,null,null,"Control","-- select --",{"$f":"IF(AND(AL16=\"\",AK18<>\"-- select --\"),AK18,IF(AK18<>\"-- select --\",\",\"&AK18,\"\"))","v":""}]
[36,null,"Right-in/Right-out/Left-in (3/4 access)",null,null,{"$f":"Lanes_maj*11+16+16","v":76},{"$f":"Lanes_maj*12+12+16+26","v":102},22,{"$f":"IF(V13=0,0,MIN(TREND($AP$8:$AQ$8,F19:G19,ROW_1),2))","v":0.30769230769230838},72,90,10,{"$f":"IF(V13=0,0,MIN(TREND($AP$8:$AQ$8,J19:K19,ROW_2),2))","v":0.88888888888888928},{"$f":"IF(V13=0,0,3)","v":3},{"$f":"IF(V13=0,0,2)","v":2},{"$f":"IF(V13=0,0,2)","v":2},{"$f":"IF(V13=0,0,2)","v":2},{"$f":"IF(V13=0,0,2)","v":2},{"$f":"IF(V13=0,0,1)","v":1},{"$f":"IF(V13=0,0,0)","v":0},{"$f":"IF(V13=0,0,3)","v":3},{"$f":"IF(V13=0,0,3)","v":3},{"$f":"IF(V13=0,0,1)","v":1},{"$f":"IF(V13=0,0,2)","v":2},{"$f":"IF(V13=0,0,0)","v":0},null,{"$f":"IF(V13=0,0,3)","v":3},30.504273504273506,0,3,{"$f":"RANK(AC19,$AC$14:$AC$51,0)+COUNTIF($AC19:AC$51,AC19)-1","v":36},"X","Does not address project needs",null,null,null,"Conventional Improvements 2",{"$f":"IF(AND(AL23=\"\",AL21=\"\"),IF(AND(AK20<>\"--select--\",AK21<>\"--select--\"),\"Add Turn Lanes\",IF(AND(AK21=\"--select--\",AK20<>\"--select--\"),\"Add LT Lanes\",IF(AND(AK20=\"--select--\",AK21<>\"--select--\"),\"Add RT Lanes\",\"\"))), IF(AND(AK20<>\"--select--\",AK21<>\"--select--\"),\"Add Turn Lanes,\",IF(AND(AK21=\"--select--\",AK20<>\"--select--\"),\"Add LT Lanes,\",IF(AND(AK20=\"--select--\",AK21<>\"--select--\"),\"Add RT Lanes,\",\"\"))))","v":""}]
[11,null,"RIRO w/downstream U-Turn",null,null,{"$f":"Lanes_maj*11+(48-Lanes_maj/2*12)+16","v":84},{"$f":"Lanes_maj*12+12+(86-Lanes_maj/2*12)+26","v":148},68,{"$f":"MIN(TREND($AP$8:$AQ$8,F20:G20,ROW_1),2)","v":-0.125},72,90,10,{"$f":"MIN(TREND($AP$8:$AQ$8,J20:K20,ROW_2),2)","v":0.88888888888888928},1,3,2,2,2,1,-1,2,2,1,1,0,null,2,24.638888888888889,24.638888888888889,12,{"$f":"RANK(AC20,$AC$14:$AC$51,0)+COUNTIF($AC20:AC$51,AC20)-1","v":11},null,null,null,null,"Left Lanes","--select--"]
[13,null,"Mini Roundabout",null,null,{"$f":"Lanes_maj*11+8+16","v":68},{"$f":"Lanes_maj*12+16+26","v":90},10,1.0909090909090908,{"$f":"Lanes_min*11+8+16","v":68},90,10,1.0909090909090908,3,2,1,2,1,2,-1,2,3,0,1,0,null,3,24.272727272727273,24.272727272727273,14,{"$f":"RANK(AC21,$AC$14:$AC$51,0)+COUNTIF($AC21:AC$51,AC21)-1","v":13},null,null,null,null,"Right Lanes","--select--",{"$f":"IF(AK22<>\"--select--\", \"Medians\",\"\")","v":""}]
[35,null,"Single Lane Roundabout",null,null,{"$f":"Lanes_maj*11+8+16","v":68},{"$f":"Lanes_maj*12+16+26","v":90},10,1.0909090909090908,{"$f":"Lanes_min*11+8+16","v":68},90,10,1.0909090909090908,2,3,1,2,2,3,-1,2,3,1,2,0,null,2,31.272727272727273,0,2,{"$f":"RANK(AC22,$AC$14:$AC$51,0)+COUNTIF($AC22:AC$51,AC22)-1","v":35},"X","Multi Lane Roads",null,null,"Medians","--select--"]
[2,null,"Multilane Roundabout",null,null,{"$f":"Lanes_maj*11+16+16","v":76},{"$f":"Lanes_maj*12+16+26","v":90},10,0.57142857142857117,{"$f":"Lanes_maj*11+12+16","v":72},{"$f":"Lanes_maj*12+16+26","v":90},10,0.88888888888888928,1,2,1,1,1,3,-2,1,2,2,3,1,null,1,28.031746031746032,99,8,{"$f":"RANK(AC23,$AC$14:$AC$51,0)+COUNTIF($AC23:AC$51,AC23)-1","v":2},"Y","Public endorsed solution",null,null,"Control","-- select --",{"$f":"IF(AND(AL21=\"\",AK23<>\"-- select --\"),AK23,IF(AK23<>\"-- select --\",\",\"&AK23,\"\"))","v":""}]
[8,null,"RCUT / J-Turn (stop control)",null,null,{"$f":"Lanes_maj*11+(48-Lanes_maj/2*12)+16","v":84},{"$f":"Lanes_maj*12+12+(86-Lanes_maj/2*12)+26","v":148},68,-0.125,72,{"$f":"Lanes_min*12+12+16+26","v":102},22,0.5333333333333341,1,2,2,2,2,2,-1,2,2,1,2,1,null,3,27.283333333333335,27.283333333333335,{"$f":"RANK(AC24,$AC$16:$AC$51)","v":8},{"$f":"RANK(AC24,$AC$14:$AC$51,0)+COUNTIF($AC24:AC$51,AC24)-1","v":8}]
[18,null,"High-T (unsignalized)",null,null,{"$f":"Lanes_maj*11+16+16","v":76},{"$f":"Lanes_maj*12+12+20+26","v":106},26,{"$f":"IF(V13=0,0,MIN(TREND($AP$8:$AQ$8,F25:G25,ROW_1),2))","v":0.2666666666666675},{"$f":"Lanes_min*11+16+16","v":76},{"$f":"Lanes_min*12+20+26","v":94},14,{"$f":"IF(V13=0,0,MIN(TREND($AP$8:$AQ$8,J25:K25,ROW_2),2))","v":0.44444444444444464},{"$f":"IF(V13=0,0,3)","v":3},{"$f":"IF(V13=0,0,1)","v":1},{"$f":"IF(V13=0,0,0)","v":0},{"$f":"IF(V13=0,0,1)","v":1},{"$f":"IF(V13=0,0,2)","v":2},{"$f":"IF(V13=0,0,1)","v":1},{"$f":"IF(V13=0,0,-2)","v":-2},{"$f":"IF(V13=0,0,0)","v":0},{"$f":"IF(V13=0,0,4)","v":4},{"$f":"IF(V13=0,0,1)","v":1},{"$f":"IF(V13=0,0,2)","v":2},{"$f":"IF(V13=0,0,0)","v":0},null,{"$f":"IF(V13=0,0,2)","v":2},18.977777777777781,18.977777777777781,{"$f":"RANK(AB25,$AB$16:$AB$51)","v":19},{"$f":"RANK(AC25,$AC$14:$AC$51,0)+COUNTIF($AC25:AC$51,AC25)-1","v":18},null,null,null,null,"Note: Any conventional improvements entered in table above are automatically selected as an alternative to assess (without a score given); no scoring override justification is required; If \"Other\" signalized or unsignalized intersection is described (written in), user must manually select as alternative (\"Y\") to advance."]
[14,null,"Unsignalized Offset-T Intersection",null,null,{"$f":"Lanes_maj*11+16+16","v":76},{"$f":"Lanes_maj*12+20+26","v":94},14,0.44444444444444464,72,{"$f":"Lanes_min*12+16+26","v":90},10,0.88888888888888928,3,1,1,2,2,2,-1,0,4,1,1,0,null,2,21.777777777777779,21.777777777777779,15,{"$f":"RANK(AC26,$AC$14:$AC$51,0)+COUNTIF($AC26:AC$51,AC26)-1","v":14}]
[34,null,"Other Signalized Intersection (Describe)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0,{"$error":"#N/A"},{"$f":"RANK(AC27,$AC$14:$AC$51,0)+COUNTIF($AC27:AC$51,AC27)-1","v":34}]
[5,"Signalized Intersections","Signalized Intersection",null,null,{"$f":"Lanes_maj*11+12+16","v":72},{"$f":"Lanes_maj*12+12+20+26","v":106},{"$f":"IF(G28-ROW_1<0,0,G28-ROW_1)","v":26},{"$f":"IF(AND(ExistControl=\"Signalized Intersection\",AK13=\"Yes\"),0,MIN(TREND($AP$8:$AQ$8,F28:G28,ROW_1),2))","v":0.47058823529411775},72,{"$f":"Lanes_min*12+16+26","v":90},{"$f":"IF(K28-ROW_2<0,0,K28-ROW_2)","v":10},{"$f":"IF(AND(ExistControl=\"Signalized Intersection\",AK13=\"Yes\"),0,MIN(TREND($AP$8:$AQ$8,J28:K28,ROW_2),2))","v":0.88888888888888928},{"$f":"IF(AND(ExistControl=\"Signalized Intersection\",AK13=\"Yes\"),0,3)","v":3},{"$f":"IF(AND(ExistControl=\"Signalized Intersection\",AK13=\"Yes\"),0,2)","v":2},{"$f":"IF(AND(ExistControl=\"Signalized Intersection\",AK13=\"Yes\"),0,2)","v":2},{"$f":"IF(AND(ExistControl=\"Signalized Intersection\",AK13=\"Yes\"),0,2)","v":2},{"$f":"IF(AND(ExistControl=\"Signalized Intersection\",AK13=\"Yes\"),0,2)","v":2},{"$f":"IF(AND(ExistControl=\"Signalized Intersection\",AK13=\"Yes\"),0,1)","v":1},{"$f":"IF(AND(ExistControl=\"Signalized Intersection\",AK13=\"Yes\"),0,-1)","v":-1},{"$f":"IF(AND(ExistControl=\"Signalized Intersection\",AK13=\"Yes\"),0,2)","v":2},{"$f":"IF(AND(ExistControl=\"Signalized Intersection\",AK13=\"Yes\"),0,2)","v":2},{"$f":"IF(AND(ExistControl=\"Signalized Intersection\",AK13=\"Yes\"),0,2)","v":2},{"$f":"IF(AND(ExistControl=\"Signalized Intersection\",AK13=\"Yes\"),0,2)","v":2},{"$f":"IF(AND(ExistControl=\"Signalized Intersection\",AK13=\"Yes\"),0,0)","v":0},null,{"$f":"IF(AND(ExistControl=\"Signalized Intersection\",AK13=\"Yes\"),0,2)","v":2},{"$f":"I28*$I$13+M28*$M$13+N28*N$13+O28*O$13+P28*P$13+Q28*Q$13+S28*S$13+Y28*$Y$13+$V$13*V28+$AA$13*AA28+$X$13*X28+$U$13*U28+$W$13*W28+$R$13*R28+$T$13*T28","v":29.830065359477125},29.830065359477125,5,{"$f":"RANK(AC28,$AC$14:$AC$51,0)+COUNTIF($AC28:AC$51,AC28)-1","v":5}]
[7,null,"Median U-Turn",null,null,{"$f":"Lanes_maj*11+(48-Lanes_maj/2*12)+16","v":84},{"$f":"Lanes_maj*12+12+(86-Lanes_maj/2*12)+26","v":148},68,{"$f":"MIN(TREND($AP$8:$AQ$8,F29:G29,ROW_1),2)","v":-0.125},72,{"$f":"Lanes_min*12+12+16+26","v":102},22,{"$f":"MIN(TREND($AP$8:$AQ$8,J29:K29,ROW_2),2)","v":0.5333333333333341},1,2,2,3,3,1,-1,2,1,3,1,3,null,1,28.283333333333335,28.283333333333335,7,{"$f":"RANK(AC29,$AC$14:$AC$51,0)+COUNTIF($AC29:AC$51,AC29)-1","v":7}]
[3,null,"Superstreet / RCI",null,null,{"$f":"Lanes_maj*11+(48-Lanes_maj/2*12)+16","v":84},{"$f":"Lanes_maj*12+12+(86-Lanes_maj/2*12)+26","v":148},68,-0.125,72,{"$f":"Lanes_min*12+12+16+26","v":102},22,0.5333333333333341,1,2,2,3,3,1,-1,2,2,3,2,3,null,1,31.283333333333331,31.283333333333331,1,{"$f":"RANK(AC30,$AC$14:$AC$51,0)+COUNTIF($AC30:AC$51,AC30)-1","v":3}]
[1,null,"Displaced Left-Turn / CFI",null,null,{"$f":"Lanes_maj*11+28+16+20","v":108},{"$f":"Lanes_maj*12+32+32+20+26","v":158},78,-1.1200000000000006,{"$f":"Lanes_min*11+28+20","v":92},{"$f":"Lanes_min*12+32+26","v":106},26,-1.7142857142857153,0,1,0,1,2,1,-2,0,1,3,3,0,null,0,17.045714285714283,99,20,{"$f":"RANK(AC31,$AC$14:$AC$51,0)+COUNTIF($AC31:AC$51,AC31)-1","v":1},"Y","Locally Preferred Option"]
[12,null,"Continuous Green-T",null,null,{"$f":"Lanes_maj*11+16+16","v":76},{"$f":"Lanes_maj*12+20+26","v":94},14,{"$f":"IF(V13=0,0,MIN(TREND($AP$8:$AQ$8,F32:G32,ROW_1),2))","v":0.44444444444444464},{"$f":"Lanes_min*11+12+16","v":72},{"$f":"Lanes_min*12+20+26","v":94},14,{"$f":"IF(V13=0,0,MIN(TREND($AP$8:$AQ$8,J32:K32,ROW_2),2))","v":0.72727272727272751},{"$f":"IF(V13=0,0,2)","v":2},{"$f":"IF(V13=0,0,1)","v":1},{"$f":"IF(V13=0,0,0)","v":0},{"$f":"IF(V13=0,0,2)","v":2},{"$f":"IF(V13=0,0,2)","v":2},{"$f":"IF(V13=0,0,1)","v":1},{"$f":"IF(V13=0,0,-2)","v":-2},{"$f":"IF(V13=0,0,0)","v":0},{"$f":"IF(V13=0,0,4)","v":4},{"$f":"IF(V13=0,0,2)","v":2},{"$f":"IF(V13=0,0,2)","v":2},{"$f":"IF(V13=0,0,0)","v":0},null,{"$f":"IF(V13=0,0,2)","v":2},24.616161616161616,24.616161616161616,13,{"$f":"RANK(AC32,$AC$14:$AC$51,0)+COUNTIF($AC32:AC$51,AC32)-1","v":12}]
[6,null,"Signalized Offset-T Intersection",null,null,{"$f":"Lanes_maj*11+16+16","v":76},{"$f":"Lanes_maj*12+20+26","v":94},14,0.44444444444444464,72,{"$f":"Lanes_min*12+16+26","v":90},10,0.88888888888888928,3,1,1,2,2,2,-1,3,2,2,2,1,null,2,28.777777777777779,{"$f":"IF(AF33=\"Y\",99,IF(AF33=\"X\",0,AB33))","v":28.777777777777779},6,{"$f":"RANK(AC33,$AC$14:$AC$51,0)+COUNTIF($AC33:AC$51,AC33)-1","v":6}]
[16,null,"Jughandle",null,null,{"$f":"Lanes_maj*11+12+16","v":72},{"$f":"Lanes_maj*12+12+26","v":86},6,1.1428571428571423,72,{"$f":"Lanes_min*12+12+20+26","v":106},26,0.47058823529411775,0,1,1,2,3,1,-2,0,0,3,1,3,null,0,20.756302521008401,20.756302521008401,17,{"$f":"RANK(AC34,$AC$14:$AC$51,0)+COUNTIF($AC34:AC$51,AC34)-1","v":16}]
[9,null,"Quadrant Roadway",null,null,{"$f":"Lanes_maj*11+12+16","v":72},{"$f":"Lanes_maj*12+20+26","v":94},14,0.72727272727272751,72,{"$f":"Lanes_min*12+20+26","v":94},14,0.72727272727272751,1,1,3,2,2,2,-1,2,0,2,2,2,null,1,26.181818181818183,26.181818181818183,10,{"$f":"RANK(AC35,$AC$14:$AC$51,0)+COUNTIF($AC35:AC$51,AC35)-1","v":9}]
[19,null,"Split Intersection",null,null,{"$f":"Lanes_maj*11+150+18","v":212},{"$f":"Lanes_maj*12+250+26","v":324},244,-2.3571428571428572,72,{"$f":"Lanes_min*12+20+26","v":94},14,0.72727272727272751,0,1,1,2,3,1,-2,0,0,3,2,3,null,0,16.012987012987011,16.012987012987011,21,{"$f":"RANK(AC36,$AC$14:$AC$51,0)+COUNTIF($AC36:AC$51,AC36)-1","v":19}]
[4,null,"Bowtie Intersection",null,null,{"$f":"Lanes_maj*11+8+16","v":68},{"$f":"Lanes_maj*12+16+26","v":90},10,1.0909090909090908,72,{"$f":"Lanes_min*12+20+26","v":94},14,0.72727272727272751,3,2,2,3,1,3,-1,2,0,2,1,0,null,2,29.90909090909091,29.90909090909091,4,{"$f":"RANK(AC37,$AC$14:$AC$51,0)+COUNTIF($AC37:AC$51,AC37)-1","v":4}]
[33,null,"Other Unsignalized Intersection (Describe)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0,{"$error":"#N/A"},{"$f":"RANK(AC38,$AC$14:$AC$51,0)+COUNTIF($AC38:AC$51,AC38)-1","v":33}]
[21,"Grade-Separated Intersections","Echelon",null,null,90,100,{"$f":"IF(G39-ROW_1<0,0,G39-ROW_1)","v":20},{"$f":"MIN(TREND($AP$8:$AQ$8,F39:G39,ROW_1),2)","v":-2.0000000000000018},90,100,{"$f":"IF(K39-ROW_2<0,0,K39-ROW_2)","v":20},{"$f":"MIN(TREND($AP$8:$AQ$8,J39:K39,ROW_2),2)","v":-2.0000000000000018},2,2,2,1,2,2,-1,0,0,3,3,0,null,-3,{"$f":"I39*$I$13+M39*$M$13+N39*N$13+O39*O$13+P39*P$13+Q39*Q$13+S39*S$13+Y39*$Y$13+$V$13*V39+$AA$13*AA39+$X$13*X39+$U$13*U39+$W$13*W39+$R$13*R39+$T$13*T39","v":13.999999999999995},13.999999999999995,22,{"$f":"RANK(AC39,$AC$14:$AC$51,0)+COUNTIF($AC39:AC$51,AC39)-1","v":21}]
[20,null,"Center Turn Overpass",null,null,90,100,20,-2.0000000000000018,90,100,20,-2.0000000000000018,2,2,2,3,2,1,-2,0,0,3,3,0,null,-3,13.999999999999995,13.999999999999995,22,{"$f":"RANK(AC40,$AC$14:$AC$51,0)+COUNTIF($AC40:AC$51,AC40)-1","v":20}]
[22,null,"Grade-Separated T-Interchange",null,null,90,100,20,{"$f":"IF(V13=0,0,MIN(TREND($AP$8:$AQ$8,F41:G41,ROW_1),2))","v":-2.0000000000000018},90,100,20,{"$f":"IF(V13=0,0,MIN(TREND($AP$8:$AQ$8,J41:K41,ROW_2),2))","v":-2.0000000000000018},{"$f":"IF(V13=0,0,2)","v":2},{"$f":"IF(V13=0,0,2)","v":2},{"$f":"IF(V13=0,0,2)","v":2},{"$f":"IF(V13=0,0,2)","v":2},{"$f":"IF(V13=0,0,2)","v":2},{"$f":"IF(V13=0,0,1)","v":1},{"$f":"IF(V13=0,0,-1)","v":-1},{"$f":"IF(V13=0,0,0)","v":0},{"$f":"IF(V13=0,0,2)","v":2},{"$f":"IF(V13=0,0,2)","v":2},{"$f":"IF(V13=0,0,2)","v":2},{"$f":"IF(V13=0,0,0)","v":0},null,{"$f":"IF(V13=0,0,-2)","v":-2},{"$f":"I41*$I$13+M41*$M$13+N41*N$13+O41*O$13+P41*P$13+Q41*Q$13+S41*S$13+Y41*$Y$13+$V$13*V41+$AA$13*AA41+$X$13*X41+$U$13*U41+$W$13*W41+$R$13*R41+$T$13*T41","v":11.999999999999995},11.999999999999995,24,{"$f":"RANK(AC41,$AC$14:$AC$51,0)+COUNTIF($AC41:AC$51,AC41)-1","v":22}]
[23,null,"Diamond Interchange",null,null,90,100,20,{"$f":"IF(AND(ExistControl=\"Diamond Interchange\",AK13=\"Yes\"),0,MIN(TREND($AP$8:$AQ$8,F42:G42,ROW_1),2))","v":-2.0000000000000018},90,100,20,{"$f":"IF(AND(ExistControl=\"Diamond Interchange\",AK13=\"Yes\"),0,MIN(TREND($AP$8:$AQ$8,J42:K42,ROW_2),2))","v":-2.0000000000000018},{"$f":"IF(AND(ExistControl=\"Diamond Interchange\",AK13=\"Yes\"),0,0)","v":0},{"$f":"IF(AND(ExistControl=\"Diamond Interchange\",AK13=\"Yes\"),0,1)","v":1},{"$f":"IF(AND(ExistControl=\"Diamond Interchange\",AK13=\"Yes\"),0,1)","v":1},{"$f":"IF(AND(ExistControl=\"Diamond Interchange\",AK13=\"Yes\"),0,1)","v":1},{"$f":"IF(AND(ExistControl=\"Diamond Interchange\",AK13=\"Yes\"),0,3)","v":3},{"$f":"IF(AND(ExistControl=\"Diamond Interchange\",AK13=\"Yes\"),0,1)","v":1},{"$f":"IF(AND(ExistControl=\"Diamond Interchange\",AK13=\"Yes\"),0,-2)","v":-2},{"$f":"IF(AND(ExistControl=\"Diamond Interchange\",AK13=\"Yes\"),0,0)","v":0},{"$f":"IF(AND(ExistControl=\"Diamond Interchange\",AK13=\"Yes\"),0,0)","v":0},{"$f":"IF(AND(ExistControl=\"Diamond Interchange\",AK13=\"Yes\"),0,3)","v":3},{"$f":"IF(AND(ExistControl=\"Diamond Interchange\",AK13=\"Yes\"),0,3)","v":3},{"$f":"IF(AND(ExistControl=\"Diamond Interchange\",AK13=\"Yes\"),0,0)","v":0},null,{"$f":"IF(AND(ExistControl=\"Diamond Interchange\",AK13=\"Yes\"),0,-2)","v":-2},10.999999999999995,10.999999999999995,25,{"$f":"RANK(AC42,$AC$14:$AC$51,0)+COUNTIF($AC42:AC$51,AC42)-1","v":23}]
[32,null,"Cloverleaf Interchange",null,null,90,100,20,-2.0000000000000018,90,100,20,-2.0000000000000018,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-6.0000000000000053,0,27,{"$f":"RANK(AC43,$AC$14:$AC$51,0)+COUNTIF($AC43:AC$51,AC43)-1","v":32},"X"]
[31,null,"Partial Cloverleaf (Parclo)",null,null,90,100,20,-2.0000000000000018,90,100,20,-2.0000000000000018,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-6.0000000000000053,0,27,{"$f":"RANK(AC44,$AC$14:$AC$51,0)+COUNTIF($AC44:AC$51,AC44)-1","v":31},"X"]
[30,null,"Diverging Diamond",null,null,90,100,20,-2.0000000000000018,90,100,20,-2.0000000000000018,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-6.0000000000000053,0,27,{"$f":"RANK(AC45,$AC$14:$AC$51,0)+COUNTIF($AC45:AC$51,AC45)-1","v":30},"X"]
[29,null,"Single Point Interchange",null,null,90,100,20,-2.0000000000000018,90,100,20,-2.0000000000000018,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-6.0000000000000053,0,27,{"$f":"RANK(AC46,$AC$14:$AC$51,0)+COUNTIF($AC46:AC$51,AC46)-1","v":29},"X"]
[28,null,"Contraflow Left",null,null,90,100,20,-2.0000000000000018,90,100,20,-2.0000000000000018,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-6.0000000000000053,0,27,{"$f":"RANK(AC47,$AC$14:$AC$51,0)+COUNTIF($AC47:AC$51,AC47)-1","v":28},"X"]
[27,null,"Single Roundabout Interchange",null,null,90,100,20,-2.0000000000000018,90,100,20,-2.0000000000000018,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-6.0000000000000053,0,27,{"$f":"RANK(AC48,$AC$14:$AC$51,0)+COUNTIF($AC48:AC$51,AC48)-1","v":27},"X"]
[26,null,"Double Roundabout Interchange",null,null,90,100,20,-2.0000000000000018,90,100,20,-2.0000000000000018,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-6.0000000000000053,0,27,{"$f":"RANK(AC49,$AC$14:$AC$51,0)+COUNTIF($AC49:AC$51,AC49)-1","v":26},"X"]
[24,null,"Single Quadrant Interchange",null,null,90,100,20,-2.0000000000000018,90,100,20,-2.0000000000000018,0,1,2,2,2,2,-1,1,0,2,2,2,null,-2,9.9999999999999947,9.9999999999999947,26,{"$f":"RANK(AC50,$AC$14:$AC$51,0)+COUNTIF($AC50:AC$51,AC50)-1","v":24}]
[25,null,"Other Interchange (provide description):",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0,{"$error":"#N/A"},{"$f":"RANK(AC51,$AC$14:$AC$51,0)+COUNTIF($AC51:AC$51,AC51)-1","v":25}]
[null,null,"= Intersection type selected for more detailed analysis in Stage 2 Alternative Selection Decision Record"]

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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Hide","Hide","Hide","Hide","Hide","Hide","Hide","Hide","Hide","Hide","Hide","Hide",null,null,null,null,null,null,"Hide","Hide","Hide","Hide","Hide","Hide","Hide","Hide","Hide","Hide","Hide","Hide","Hide","Hide","Hide","Hide","Hide","Hide","Hide","Hide","Hide","Hide","Hide","Hide","Hide","Hide","Hide","Hide","Hide","Hide","Hide","Hide"]
["          INTERSECTION CONTROL ASSESSMENT TOOL (ICAT): COST ESTIMATING AID",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Enter project specific assumptions for Stage 2 alternatives\nusing highlighted drop-down menus below",null,null,null,null,null,"Roadway Cost","Lmajor","Lminor","Sum of Turn Lanes","Additional Pavement","Pave Area","Resurfacing",null,"Full Depth Pave",null,"Right of Way",null,null,"Modify/New Signal",null,"Structures",null,"Retaining Wall",null,"Driveway Impacts",null,"Sidewalk",null,"MU Path",null,"Urban C&G",null,"Concrete Islands",null,"Landscape",null,"Earthwork"]
[null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Version","v":"CDOT ICAT Version 1.0 | Release Date: 8/30/2021"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sqyd","Cost","Sqyd","Cost","Acres","Add'l","Cost","Quant","Cost","SQFT","Cost","SQFT","Cost","EA","Cost","LF","Cost","LF","Cost","LF","Cost","Sqyd","Cost","Sqft","Cost"]
["Project Information",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Stage1!A14<=Alts,1,0)","v":0},{"$f":"Stage1!C14","v":"-- select --"},"Cost estimate not available","provide own construction, ROW","utility impacts","and design/contingency costs using Cost Data Override table in Stage 2","Pavement Area Override *",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Turn Lanes","Thru Lanes"]
[null,"Location:",{"$f":"CONCATENATE(Road1, \" @ \",Road2)","v":"Colorado Street @ 30th Street"},null,null,null,"County:",{"$f":"County","v":"Boulder"},null,"Date:",{"$f":"Date","v":"2021-07-27"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Stage1!A15<=Alts,1,0)","v":0},{"$f":"Stage1!C15","v":"-- select --"},"Cost estimate not available","provide own construction, ROW","utility impacts","and design/contingency costs using Cost Data Override table in Stage 2"]
[null,"Existing Intersection Control:",{"$f":"ExistControl","v":"Conventional Minor Stop"},null,null,null,"CDOT Region:",{"$f":"Region","v":"Region 1"},null,"Agency/Firm:",{"$f":"PreparedBy","v":"Region Traffic Engineer"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Stage1!A16<=Alts,1,0)","v":0},{"$f":"Stage1!C16","v":"Minor Street Stop"},"Add / improve signing & marking","No paving","No additional warnings","No LT lanes",0,{"$f":"AN6+AP6+AS6+AU6+AW6+AY6+BA6+BC6+BG6+BI6+BK6+BL6","v":18813.590449954085},{"$f":"IF(OR(AE6=\"No LT Lanes\",AE6=\"LT Lanes on Minor\"),200,1000)","v":200},{"$f":"IF(OR(AE6=\"No LT Lanes\",AE6=\"LT Lanes on Major\"),200,1000)","v":200},{"$f":"IF(AE6=\"No LT Lanes\",0,IF(AE6=\"LT lanes on both\",4,2))","v":0},0,{"$f":"IF(AF6<>0,AF6,AH6*Lanes_maj*12+AI6*Lanes_min*12+AJ6*250*18+AK6)","v":19200},{"$f":"IF(AC6=\"Resurface intersection\",AL6/27,0)","v":0},{"$f":"AM6*Cost_repave","v":0},{"$f":"IF(AC6=\"New full depth pavement\",AL6/27,0)","v":0},{"$f":"AO6*_xlfn.SINGLE(Cost_fulldepth)","v":0},{"$f":"(VLOOKUP(AA6,Stage1!C14:L51,6,FALSE)*AH6+VLOOKUP(AA6,Stage1!C14:L51,10,FALSE)*AI6)/43560","v":9.1827364554637275E-2},{"$f":"IFERROR(VLOOKUP(AA6,$A$17:$G$21,7,FALSE),0)","v":0},{"$f":"AQ6*Cost_ROWac+AR6","v":4591.368227731864},0,{"$f":"AT6*_xlfn.SINGLE(Cost_Signal)","v":0},{"$f":"IFERROR(VLOOKUP(AA6,$A$17:$G$21,7,FALSE),0)","v":0},{"$f":"AV6*Cost_bridge","v":0},{"$f":"IFERROR(VLOOKUP(AA6,$A$17:$G$21,5,FALSE),0)","v":0},{"$f":"AX6*Cost_retain","v":0},{"$f":"IFERROR(VLOOKUP(AA6,$A$17:$G$21,4,FALSE),0)","v":0},{"$f":"AZ6*Cost_driveway","v":0},{"$f":"IF(VLOOKUP($K$22,$K$146:$M$150,3,FALSE)=1,AH6*2,IF(VLOOKUP($K$22,$K$146:$M$150,3,FALSE)=2,AH7*2,IF(VLOOKUP($K$22,$K$146:$M$150,3,FALSE)=3,(AH6+AH7)*2,0)))","v":0},{"$f":"BB6*_xlfn.SINGLE(Cost_sidewalk)","v":0},{"$f":"IF(VLOOKUP($K$23,$K$152:$M$158,3,FALSE)=1,AH6*4,IF(VLOOKUP($K$23,$K$152:$M$158,3,FALSE)=2,AI6*4,IF(VLOOKUP($K$23,$K$152:$M$158,3,FALSE)=3,(AH6+AI6)*4,IF(VLOOKUP($K$23,$K$152:$M$158,3,FALSE)=4,AH6*10,IF(VLOOKUP($K$23,$K$152:$M$158,3,FALSE)=5,AI6*10,IF(VLOOKUP($K$23,$K$152:$M$158,3,FALSE)=6,(AH6+AI6)*4,0))))))","v":0},{"$f":"BD6*_xlfn.SINGLE(Cost_path)","v":0},{"$f":"IF($K$21=\"Curb&Gutter on Major\",AH6*2,IF($K$21=\"Curb&Gutter on Both\",AH6*2+AI6*2,0))","v":0},{"$f":"BF6*_xlfn.SINGLE(Cost_curb)","v":0},null,{"$f":"BH6*Cost_concrete","v":0},0,{"$f":"IFERROR(VLOOKUP(AA6,$A$17:$HU$21,8,FALSE),0)","v":0},{"$f":"VLOOKUP(Terrain,IntersectionData!$BG$17:$BH$20,2,FALSE)*AL6/27*Cost_fulldepth","v":14222.222222222221},null,0,0]
[null,"Type of Proejct:",{"$f":"AnalysisType","v":"Safety Improvement Project"},null,null,null,"Area Type:",{"$f":"Area","v":"Suburban"},null,"CDOT Proj No:",{"$f":"ProjNo","v":12345},null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Stage1!A17<=Alts,1,0)","v":0},{"$f":"Stage1!C17","v":"All-Way Stop"},"Add / improve signing & marking","No paving","No additional warnings","No LT lanes",0,18813.590449954085,{"$f":"IF(OR(AE7=\"No LT Lanes\",AE7=\"LT Lanes on Minor\"),200,1000)","v":200},{"$f":"IF(OR(AE7=\"No LT Lanes\",AE7=\"LT Lanes on Major\"),200,1000)","v":200},{"$f":"IF(AE7=\"No LT Lanes\",0,IF(AE7=\"LT lanes on both\",4,2))","v":0},0,{"$f":"IF(AF7<>0,AF7,AH7*Lanes_maj*12+AI7*Lanes_min*12+AJ7*250*18+AK7)","v":19200},{"$f":"IF(AC7=\"Resurface intersection\",AL7/27,0)","v":0},{"$f":"AM7*Cost_repave","v":0},{"$f":"IF(AC7=\"New full depth pavement\",AL7/27,0)","v":0},0,{"$f":"(VLOOKUP(AA7,Stage1!C15:L52,6,FALSE)*AH7+VLOOKUP(AA7,Stage1!C15:L52,10,FALSE)*AI7)/43560","v":9.1827364554637275E-2},{"$f":"IFERROR(VLOOKUP(AA7,$A$17:$G$21,7,FALSE),0)","v":0},4591.368227731864,0,0,{"$f":"IFERROR(VLOOKUP(AA7,$A$17:$G$21,6,FALSE),0)","v":0},{"$f":"AV7*_xlfn.SINGLE(Cost_bridge)","v":0},{"$f":"IFERROR(VLOOKUP(AA7,$A$17:$G$21,5,FALSE),0)","v":0},0,{"$f":"IFERROR(VLOOKUP(AA7,$A$17:$G$21,4,FALSE),0)","v":0},0,0,0,{"$f":"IF(VLOOKUP($K$23,$K$152:$M$158,3,FALSE)=1,AH7*4,IF(VLOOKUP($K$23,$K$152:$M$158,3,FALSE)=2,AI7*4,IF(VLOOKUP($K$23,$K$152:$M$158,3,FALSE)=3,(AH7+AI7)*4,IF(VLOOKUP($K$23,$K$152:$M$158,3,FALSE)=4,AH7*10,IF(VLOOKUP($K$23,$K$152:$M$158,3,FALSE)=5,AI7*10,IF(VLOOKUP($K$23,$K$152:$M$158,3,FALSE)=6,(AH7+AI7)*4,0))))))","v":0},0,{"$f":"IF($K$21=\"Curb&Gutter on Major\",AH7*2,IF($K$21=\"Curb&Gutter on Both\",AH7*2+AI7*2,0))","v":0},0,null,{"$f":"BH7*Cost_concrete","v":0},0,0,{"$f":"VLOOKUP(Terrain,IntersectionData!$BG$17:$BH$20,2,FALSE)*AL7/27*Cost_fulldepth","v":14222.222222222221},null,1,1]
["Existing Conditions",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Stage1!A18<=Alts,1,0)","v":0},{"$f":"Stage1!C18","v":"Right-In/Right-out"},"Add / improve signing & marking to restrict access","No paving","No existing LT lane",null,0,9406.7952249770424,100,100,0,0,{"$f":"IF(AF8<>0,AF8,AH8*Lanes_maj*12+AI8*Lanes_min*12+AJ8*250*18+AK8)","v":9600},0,{"$f":"AM8*Cost_repave","v":0},0,0,{"$f":"(VLOOKUP(AA8,Stage1!C16:L53,6,FALSE)*AH8+VLOOKUP(AA8,Stage1!C16:L53,10,FALSE)*AI8)/43560","v":4.5913682277318638E-2},0,2295.684113865932,0,0,0,0,0,0,0,0,0,0,0,0,0,0,null,{"$f":"BH8*Cost_concrete","v":0},0,0,{"$f":"VLOOKUP(Terrain,IntersectionData!$BG$17:$BH$20,2,FALSE)*AL8/27*Cost_fulldepth","v":7111.1111111111104},null,2,2]
[null,{"$f":"Street1","v":"EB Colorado Street"},null,null,{"$f":"Street2","v":"WB Colorado Street"},null,null,{"$f":"Street3","v":"NB 30th Street"},null,null,{"$f":"Street4","v":"SB 30th Street"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Stage1!A19<=Alts,1,0)","v":0},{"$f":"Stage1!C19","v":"Right-in/Right-out/Left-in (3/4 access)"},"Add / improve signing & marking to restrict access","No paving","No channelization","No existing LT lane",0,76881.542699724523,1000,200,2,0,{"$f":"IF(AF9<>0,AF9,AH9*Lanes_maj*12+AI9*Lanes_min*12+AJ9*250*18+AK9)","v":66600},0,{"$f":"AM9*Cost_repave","v":0},0,0,{"$f":"(VLOOKUP(AA9,Stage1!C17:L54,6,FALSE)*AH9+VLOOKUP(AA9,Stage1!C17:L54,10,FALSE)*AI9)/43560","v":0.55096418732782371},0,27548.209366391184,0,0,0,0,0,0,0,0,0,0,0,0,0,0,null,{"$f":"BH9*Cost_concrete","v":0},0,0,{"$f":"VLOOKUP(Terrain,IntersectionData!$BG$17:$BH$20,2,FALSE)*AL9/27*Cost_fulldepth","v":49333.333333333336},null,3,3]
["Movement","Left Turn","Thru","Right Turn","Left Turn","Thru","Right Turn","Left Turn","Thru","Right Turn","Left Turn","Thru","Right Turn",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Stage1!A20<=Alts,1,0)","v":0},{"$f":"Stage1!C20","v":"RIRO w/downstream U-Turn"},"Add directional U-turns; remove pavement at main intersection","New full depth pavement","Avg 400' U-turn spacing","Make median openings directional",0,746348.94398530759,{"$f":"VLOOKUP(AD10,$B$139:$C$142,2,FALSE)","v":1000},200,2,{"$f":"IF(AE10=\"1 new directional opening\",250,IF(AE10=\"2 new directional openings\",500,0))","v":0},{"$f":"IF(AF10<>0,AF10,AH10*Lanes_maj*12+AI10*Lanes_min*12+AJ10*250*18+AK10)","v":66600},0,{"$f":"AM10*Cost_repave","v":0},2466.6666666666665,616666.66666666663,{"$f":"(VLOOKUP(AA10,Stage1!C18:L55,6,FALSE)*AH10+VLOOKUP(AA10,Stage1!C18:L55,10,FALSE)*AI10)/43560","v":1.6069788797061524},0,80348.943985307618,0,0,0,0,0,0,0,0,0,0,0,0,0,0,null,{"$f":"BH10*Cost_concrete","v":0},0,0,{"$f":"VLOOKUP(Terrain,IntersectionData!$BG$17:$BH$20,2,FALSE)*AL10/27*Cost_fulldepth","v":49333.333333333336},null,null,4]
["Number of Lanes",2,2,0,2,2,0,1,2,0,1,2,0,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Stage1!A21<=Alts,1,0)","v":0},{"$f":"Stage1!C21","v":"Mini Roundabout"},"New mini RND w/splitter islands, paved (traversable) center island","70' Inscribed Dia (default mini)","1 RT by-pass lane",null,0,{"$f":"AN11+AP11+AS11+AU11+AW11+AY11+BA11+BC11+BG11+BI11+BK11+BL11","v":363082.74970921333},200,200,0,{"$f":"VLOOKUP(AD11,D127:F131,3,FALSE)*3600","v":3600},{"$f":"IF(AF11<>0,AF11,AH11*Lanes_maj*12+AI11*Lanes_min*12+AJ11*250*18+AK11+L75)","v":23291.63351851852},null,null,{"$f":"AL11/27+L75","v":1354.286611796982},338571.65294924553,{"$f":"(VLOOKUP(AA11,Stage1!C19:L56,6,FALSE)*AH11+VLOOKUP(AA11,Stage1!C19:L56,10,FALSE)*AI11)/43560","v":9.1827364554637275E-2},0,4591.368227731864,0,0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"VLOOKUP(AD11,$D$127:$F$131,3,FALSE)*1200/27","v":44.444444444444443},{"$f":"BH11*Cost_concrete","v":2666.6666666666665},0,0,{"$f":"VLOOKUP(Terrain,IntersectionData!$BG$17:$BH$20,2,FALSE)*AL11/27*Cost_fulldepth","v":17253.061865569274}]
["Bay Length**",300,null,0,300,null,0,250,null,0,250,null,0,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Stage1!A22<=Alts,1,0)","v":0},{"$f":"Stage1!C22","v":"Single Lane Roundabout"},"New single lane RND w/splitter islands, truck apron and landscaped median","130' Inscribed Dia (default single)","No RT by-pass lanes",null,0,734826.33236149361,350,350,0,{"$f":"VLOOKUP(AD12,D127:F131,3,FALSE)*3600","v":0},{"$f":"IF(AF12<>0,AF12,(AH12*Lanes_maj*12+AI12*Lanes_min*12+AJ12*250*18+AK12+L76)*1.5)","v":51661.083611111106},null,null,{"$f":"AL12/27+L76","v":2754.0958744855966},688523.96862139914,{"$f":"(VLOOKUP(AA12,Stage1!C20:L57,6,FALSE)*AH12+VLOOKUP(AA12,Stage1!C20:L57,10,FALSE)*AI12)/43560","v":0.16069788797061524},0,8034.8943985307624,0,0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"VLOOKUP(AD12,$D$127:$F$131,3,FALSE)*1200/27","v":0},{"$f":"BH12*Cost_concrete","v":0},0,0,{"$f":"VLOOKUP(Terrain,IntersectionData!$BG$17:$BH$20,2,FALSE)*AL12/27*Cost_fulldepth","v":38267.469341563781}]
["Median Width (if any)",null,{"$f":"Median_maj","v":16},null,null,{"$f":"Median_maj","v":16},null,null,{"$f":"Median_min","v":12},null,null,{"$f":"Median_min","v":12},null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Stage1!A23<=Alts,1,0)","v":1},{"$f":"Stage1!C23","v":"Multilane Roundabout"},"New multi-lane RND w/splitter islands, truck apron and landscaped median","200' Inscribed Diameter","No RT by-pass lanes","2x1 Multilane RND",0,1245519.4872359964,500,500,0,{"$f":"VLOOKUP(AD12,D127:F131,3,FALSE)*3600","v":0},{"$f":"IF(AF13<>0,AF13,(AH13*Lanes_maj*12+AI13*Lanes_min*12+AJ13*250*18+AK13+L77)*1.5)","v":74513.440000000002},null,null,{"$f":"AL13/27+L77","v":4435.3837037037038},1108845.9259259258,{"$f":"(VLOOKUP(AA13,Stage1!C21:L58,6,FALSE)*AH13+VLOOKUP(AA13,Stage1!C21:L58,10,FALSE)*AI13)/43560","v":0.2295684113865932},50000,61478.420569329661,0,0,0,0,0,0,2,20000,0,0,0,0,0,0,{"$f":"VLOOKUP(AD13,$D$127:$F$131,3,FALSE)*1200/27","v":0},{"$f":"BH13*Cost_concrete","v":0},0,0,{"$f":"VLOOKUP(Terrain,IntersectionData!$BG$17:$BH$20,2,FALSE)*AL13/27*Cost_fulldepth","v":55195.140740740739}]
["Right-of-Way",{"$f":"IF(Directionality=\"North/South\",ROW_2,ROW_1)","v":80},null,null,{"$f":"IF(Directionality=\"North/South\",ROW_2,ROW_1)","v":80},null,null,{"$f":"IF(Directionality=\"North/South\",ROW_1,ROW_2)","v":80},null,null,{"$f":"IF(Directionality=\"North/South\",ROW_1,ROW_2)","v":80},null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Stage1!A24<=Alts,1,0)","v":0},{"$f":"Stage1!C24","v":"RCUT / J-Turn (stop control)"},"Add directional U-turns, left turn channelization; restrict thru/left turns from minor Street","New full depth pavement","Avg 600' U-turn spacing (Default)","2 new directional openings",0,305253.74961738603,{"$f":"VLOOKUP(AD18,G123:I129,3,FALSE)","v":200},200,2,0,{"$f":"IF(AF14<>0,AF14,AH14*Lanes_maj*12+AI14*Lanes_min*12+AJ14*250*18+BH14)","v":28237.037037037036},0,{"$f":"AM14*Cost_repave","v":0},1045.8161865569273,261454.04663923182,{"$f":"(VLOOKUP(AA14,Stage1!C22:L59,6,FALSE)*AH14+VLOOKUP(AA14,Stage1!C22:L59,10,FALSE)*AI14)/43560","v":0.41322314049586778},0,20661.157024793389,0,0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AE14=\"1 new directional opening\",500,IF(AE14=\"2 new directional openings\",1000,0))/27","v":37.037037037037038},{"$f":"BH14*Cost_concrete","v":2222.2222222222222},0,0,{"$f":"VLOOKUP(Terrain,IntersectionData!$BG$17:$BH$20,2,FALSE)*AL14/27*Cost_fulldepth","v":20916.323731138546}]
[null,"Pavement Area","Utility Impacts:","Driveways Impacted","Retaining Wall (sqft)","New/Widen Bridge(sqft)","Add'l ROW/ Demolition","Landscape Cost",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Stage1!A25<=Alts,1,0)","v":0},{"$f":"Stage1!C25","v":"High-T (unsignalized)"},"Separate through lane from left turn traffic w/downstream merge condition","Resurface intersection","8' raised median separator","Convert existing LT lane",0,269426.49276150955,1200,200,{"$f":"IF(AE15=\"Convert existing LT lane\",1,2)","v":1},0,{"$f":"IF(AF15<>0,AF15,AH15*Lanes_maj*12+AI15*Lanes_min*12+AJ15*250*18+BH15)","v":71774.074074074073},2658.2990397805211,{"$f":"AM15*Cost_repave","v":172789.43758573386},{"$f":"IF(AC15=\"New full depth pavement\",AL15/27,0)","v":0},0,{"$f":"(VLOOKUP(AA15,Stage1!C23:L60,6,FALSE)*AH15+VLOOKUP(AA15,Stage1!C23:L60,10,FALSE)*AI15)/43560","v":0.78053259871441694},0,39026.629935720848,0,0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(AD15=\"4' raised median separator\",1000,IF(AD15=\"8' raised median separator\",2000,0))/27","v":74.074074074074076},{"$f":"BH15*Cost_concrete","v":4444.4444444444443},0,0,{"$f":"VLOOKUP(Terrain,IntersectionData!$BG$17:$BH$20,2,FALSE)*AL15/27*Cost_fulldepth","v":53165.980795610427}]
["Alternative",null,null,null,null,null,null,null,null,null,"Site Conditions",null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Stage1!A26<=Alts,1,0)","v":0},{"$f":"Stage1!C26","v":"Unsignalized Offset-T Intersection"},"Separate intersection legs into two T-intersections","New full depth pavement","Offset left / right intersection","500' intersection spacing (Default)",0,1325583.1037649217,{"$f":"VLOOKUP(AE16,$K$122:$L$124,2,FALSE)","v":1500},1000,2,0,{"$f":"IF(AF16<>0,AF16,AH16*Lanes_maj*12+AI16*Lanes_min*12+AJ16*250*18+BH16)","v":129000},{"$f":"IF(AD16=\"Resurface intersection\",AL16/27,0)","v":0},{"$f":"AM16*Cost_repave","v":0},{"$f":"IF(AC16=\"New full depth pavement\",AL16/27,0)","v":4777.7777777777774},1194444.4444444443,{"$f":"(VLOOKUP(AA16,Stage1!C24:L61,6,FALSE)*AH16+VLOOKUP(AA16,Stage1!C24:L61,10,FALSE)*AI16)/43560","v":0.71166207529843895},0,35583.103764921951,0,0,0,0,0,0,0,0,0,0,0,0,0,0,null,{"$f":"BH16*Cost_concrete","v":0},0,0,{"$f":"VLOOKUP(Terrain,IntersectionData!$BG$17:$BH$20,2,FALSE)*AL16/27*Cost_fulldepth","v":95555.555555555562}]
[{"$f":"Alternative1","v":"Displaced Left-Turn / CFI"},{"$f":"VLOOKUP(A17,$AA$4:$BM$42,12,FALSE)","v":144000},"Minimal",1,100,200,0,100000,"Prevalent ROW Type",null,"Residential",null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Stage1!A27<=Alts,1,0)","v":0},{"$f":"Stage1!C27","v":"Other Signalized Intersection (Describe)"},"Cost estimate not available","provide own construction, ROW","utility impacts","and design/contingency costs using Cost Data Override table in Stage 2",0,null,null,null,null,null,{"$f":"IF(AF17<>0,AF17,AH17*Lanes_maj*12+AI17*Lanes_min*12+AJ17*250*18+BH17)","v":0},null,null,null,null,{"$f":"(VLOOKUP(AA17,Stage1!C25:L62,6,FALSE)*AH17+VLOOKUP(AA17,Stage1!C25:L62,10,FALSE)*AI17)/43560","v":0},0,0,null,null,null,null,0,0,0,0,0,null,0,0,null,null,null,null,null,0]
[{"$f":"Alternative2","v":"Multilane Roundabout"},{"$f":"VLOOKUP(A18,$AA$4:$BM$42,12,FALSE)","v":74513.440000000002},"Minimal",2,0,0,50000,0,"ROW Cost/Acre",null,{"$f":"INDEX(B51:F114,MATCH(County,Costs!A51:A114,0),MATCH(K17,B49:F49,0))","v":50000},null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Stage1!A28<=Alts,1,0)","v":1},{"$f":"Stage1!C28","v":"Signalized Intersection"},"Signalize existing intersection","Resurface intersection","No new left turn lanes","No new right turn lanes",0,{"$f":"AN18+AP18+AS18+AU18+AW18+AY18+BA18+BC18+BG18+BI18+BK18+BL18","v":168708.90725436181},{"$f":"VLOOKUP(AD18,G123:I129,2,FALSE)","v":200},{"$f":"VLOOKUP(AD18,G123:I129,3,FALSE)","v":200},{"$f":"VLOOKUP(AD18,G123:J129,4,FALSE)","v":0},0,{"$f":"IF(AF18<>0,AF18,AH18*Lanes_maj*12+AI18*Lanes_min*12+AJ18*250*18+BH18)","v":19200},711.11111111111109,{"$f":"AM18*Cost_repave","v":46222.222222222219},0,0,{"$f":"(VLOOKUP(AA18,Stage1!C26:L63,6,FALSE)*AH18+VLOOKUP(AA18,Stage1!C26:L63,10,FALSE)*AI18)/43560","v":0.16528925619834711},0,8264.4628099173551,1,80000,0,0,0,0,2,20000,0,0,0,0,0,{"$f":"BF18*_xlfn.SINGLE(Cost_curb)","v":0},null,{"$f":"BH18*Cost_concrete","v":0},0,0,{"$f":"VLOOKUP(Terrain,IntersectionData!$BG$17:$BH$20,2,FALSE)*AL18/27*Cost_fulldepth","v":14222.222222222221}]
[{"$f":"Alternative3","v":"Superstreet / RCI"},{"$f":"VLOOKUP(A19,$AA$4:$BM$42,12,FALSE)","v":106000},"Minimal",0,0,0,0,0,"Topography",null,{"$f":"Terrain","v":"Rolling"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Stage1!A29<=Alts,1,0)","v":0},{"$f":"Stage1!C29","v":"Median U-Turn"},"Add directional U-turns on Main Road; signalize crossovers","New full depth pavement","Avg 600' U-turn spacing (Default)","2 new directional openings",0,1222325.0688705235,{"$f":"VLOOKUP(AD19,$B$139:$C$142,2,FALSE)","v":1400},200,2,{"$f":"IF(AE19=\"1 new directional opening\",500,IF(AE19=\"2 new directional openings\",1000,0))","v":1000},{"$f":"IF(AF19<>0,AF19,AH19*Lanes_maj*12+AI19*Lanes_min*12+AJ19*250*18+AK19)","v":86800},0,0,3214.8148148148148,803703.70370370371,{"$f":"(VLOOKUP(AA19,Stage1!C27:L64,6,FALSE)*AH19+VLOOKUP(AA19,Stage1!C27:L64,10,FALSE)*AI19)/43560","v":2.2865013774104681},0,114325.06887052341,3,240000,0,0,0,0,0,0,0,0,0,0,0,0,null,{"$f":"BH19*Cost_concrete","v":0},0,0,{"$f":"VLOOKUP(Terrain,IntersectionData!$BG$17:$BH$20,2,FALSE)*AL19/27*Cost_fulldepth","v":64296.296296296292}]
[{"$f":"Alternative4","v":"Bowtie Intersection"},{"$f":"VLOOKUP(A20,$AA$4:$BM$42,12,FALSE)","v":55440.722407407404},"Minimal",4,0,0,0,0,null,null,"Roadway",null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Stage1!A30<=Alts,1,0)","v":1},{"$f":"Stage1!C30","v":"Superstreet / RCI"},"Add directional U-turns on Main Road; signalize main intersection and crossovers; RT only from Minor Road","Resurface intersection","Avg 800' U-turn spacing","2 new directional openings",0,719250.07652280387,{"$f":"VLOOKUP(AD20,$B$139:$C$142,2,FALSE)","v":1800},200,2,{"$f":"IF(AE20=\"1 new directional opening\",500,IF(AE20=\"2 new directional openings\",1000,0))","v":1000},106000,3925.9259259259261,255185.1851851852,0,0,{"$f":"(VLOOKUP(AA20,Stage1!C28:L65,6,FALSE)*AH20+VLOOKUP(AA20,Stage1!C28:L65,10,FALSE)*AI20)/43560","v":2.910927456382002},0,145546.3728191001,3,240000,0,0,0,0,0,0,0,0,0,0,0,0,null,{"$f":"BH20*Cost_concrete","v":0},0,0,{"$f":"VLOOKUP(Terrain,IntersectionData!$BG$17:$BH$20,2,FALSE)*AL20/27*Cost_fulldepth","v":78518.518518518526}]
[{"$f":"Alternative5","v":"Signalized Intersection"},{"$f":"VLOOKUP(A21,$AA$4:$BM$42,12,FALSE)","v":19200},"Minimal",2,0,0,0,0,null,"Drainage","Standard ditch",null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Stage1!A31<=Alts,1,0)","v":1},{"$f":"Stage1!C31","v":"Displaced Left-Turn / CFI"},"Right turn bypass lanes; signalized main and crossover intersections","Resurface intersection","Avg 600' crossover spacing (Default)","Two-leg CFI (crossovers on Main)",0,984646.46464646456,{"$f":"VLOOKUP(AD21,G140:H143,2,FALSE)","v":1100},{"$f":"AH21","v":1100},{"$f":"IF(AE21=\"Four-leg CFI (crossovers on Both)\",16,8)","v":8},{"$f":"IF(AE21=\"Four-leg CFI (crossovers on Both)\",4800,2400)","v":2400},144000,5333.333333333333,346666.66666666663,0,0,{"$f":"(VLOOKUP(AA21,Stage1!C29:L66,6,FALSE)*AH21+VLOOKUP(AA21,Stage1!C29:L66,10,FALSE)*AI21)/43560","v":2.6262626262626263},0,131313.13131313131,3,240000,200,40000,100,10000,1,10000,0,0,0,0,0,0,null,{"$f":"BH21*Cost_concrete","v":0},0,100000,{"$f":"VLOOKUP(Terrain,IntersectionData!$BG$17:$BH$20,2,FALSE)*AL21/27*Cost_fulldepth","v":106666.66666666667}]
[null,"Environmental Impacts",null,{"$f":"Alternative1","v":"Displaced Left-Turn / CFI"},{"$f":"Alternative2","v":"Multilane Roundabout"},{"$f":"Alternative3","v":"Superstreet / RCI"},{"$f":"Alternative4","v":"Bowtie Intersection"},{"$f":"Alternative5","v":"Signalized Intersection"},null,"Sidewalks","None",null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Stage1!A32<=Alts,1,0)","v":0},{"$f":"Stage1!C32","v":"Continuous Green-T"},"Single through lane on high side","Resurface intersection","4' raised median separator","Convert existing LT lane",0,330442.14876033063,1200,200,{"$f":"IF(AE22=\"Convert existing LT lane\",1,2)","v":1},0,71700,2655.5555555555557,172611.11111111112,0,0,{"$f":"(VLOOKUP(AA22,Stage1!C30:L67,6,FALSE)*AH22+VLOOKUP(AA22,Stage1!C30:L67,10,FALSE)*AI22)/43560","v":0.44995408631772266},0,22497.704315886134,1,80000,0,0,0,0,0,0,{"$f":"IF(VLOOKUP($K$22,$K$146:$M$150,3,FALSE)=1,AH22*2,IF(VLOOKUP($K$22,$K$146:$M$150,3,FALSE)=2,AH24*2,IF(VLOOKUP($K$22,$K$146:$M$150,3,FALSE)=3,(AH22+AH24)*2,0)))","v":0},0,0,0,0,0,{"$f":"IF(AD22=\"4' raised median separator\",1000,IF(AD22=\"8' raised median separator\",2000,0))/27","v":37.037037037037038},{"$f":"BH22*Cost_concrete","v":2222.2222222222222},0,0,{"$f":"VLOOKUP(Terrain,IntersectionData!$BG$17:$BH$20,2,FALSE)*AL22/27*Cost_fulldepth","v":53111.111111111117}]
[null,null,null,null,null,null,null,null,"Bike Lanes / MU Paths",null,"None",null,null,null,null,"Environmental Impact Checks",null,null,null,null,null,null,null,null,null,{"$f":"IF(Stage1!A33<=Alts,1,0)","v":0},{"$f":"Stage1!C33","v":"Signalized Offset-T Intersection"},"Separate intersection legs into two T-intersections","New full depth pavement","Offset left / right intersection","500' intersection spacing (Default)",0,1485583.1037649217,{"$f":"VLOOKUP(AE23,$K$122:$L$124,2,FALSE)","v":1500},1000,2,0,129000,{"$f":"IF(AD23=\"Resurface intersection\",AL23/27,0)","v":0},{"$f":"AM23*Cost_repave","v":0},{"$f":"IF(AC23=\"New full depth pavement\",AL23/27,0)","v":4777.7777777777774},{"$f":"AO23*_xlfn.SINGLE(Cost_fulldepth)","v":1194444.4444444443},{"$f":"(VLOOKUP(AA23,Stage1!C31:L68,6,FALSE)*AH23+VLOOKUP(AA23,Stage1!C31:L68,10,FALSE)*AI23)/43560","v":0.71166207529843895},{"$f":"IFERROR(VLOOKUP(AA23,$A$17:$G$21,7,FALSE),0)","v":0},{"$f":"AQ23*Cost_ROWac+AR23","v":35583.103764921951},2,{"$f":"AT23*_xlfn.SINGLE(Cost_Signal)","v":160000},{"$f":"IFERROR(VLOOKUP(AA23,$A$17:$G$21,6,FALSE),0)","v":0},{"$f":"AV23*_xlfn.SINGLE(Cost_bridge)","v":0},{"$f":"IFERROR(VLOOKUP(AA23,$A$17:$G$21,5,FALSE),0)","v":0},{"$f":"AX23*Cost_retain","v":0},{"$f":"IFERROR(VLOOKUP(AA23,$A$17:$G$21,4,FALSE),0)","v":0},{"$f":"AZ23*Cost_driveway","v":0},{"$f":"IF(VLOOKUP($K$22,$K$146:$M$150,3,FALSE)=1,AH23*2,IF(VLOOKUP($K$22,$K$146:$M$150,3,FALSE)=2,AH24*2,IF(VLOOKUP($K$22,$K$146:$M$150,3,FALSE)=3,(AH23+AH24)*2,0)))","v":0},{"$f":"BB23*_xlfn.SINGLE(Cost_sidewalk)","v":0},{"$f":"IF(VLOOKUP($K$23,$K$152:$M$158,3,FALSE)=1,AH23*4,IF(VLOOKUP($K$23,$K$152:$M$158,3,FALSE)=2,AI23*4,IF(VLOOKUP($K$23,$K$152:$M$158,3,FALSE)=3,(AH23+AI23)*4,IF(VLOOKUP($K$23,$K$152:$M$158,3,FALSE)=4,AH23*10,IF(VLOOKUP($K$23,$K$152:$M$158,3,FALSE)=5,AI23*10,IF(VLOOKUP($K$23,$K$152:$M$158,3,FALSE)=6,(AH23+AI23)*4,0))))))","v":0},{"$f":"BD23*_xlfn.SINGLE(Cost_path)","v":0},{"$f":"IF($K$21=\"Curb&Gutter on Major\",AH23*2,IF($K$21=\"Curb&Gutter on Both\",AH23*2+AI23*2,0))","v":0},0,null,{"$f":"BH23*Cost_concrete","v":0},0,{"$f":"IFERROR(VLOOKUP(AA23,$A$17:$HU$21,8,FALSE),0)","v":0},{"$f":"VLOOKUP(Terrain,IntersectionData!$BG$17:$BH$20,2,FALSE)*AL23/27*Cost_fulldepth","v":95555.555555555562}]
[null,null,"Historic District/Property",0,0,0,0,0,null,null,"Intersection",null,null,null,null,{"$f":"IF(Stage2!C39<>\"None\",1,0)","v":0},{"$f":"IF(Stage2!E39<>\"None\",1,0)","v":0},{"$f":"IF(Stage2!G39<>\"None\",1,0)","v":0},{"$f":"IF(Stage2!I39<>\"None\",1,0)","v":0},{"$f":"IF(Stage2!K39<>\"None\",1,0)","v":0},{"$f":"IF(AND(Stage2!C39=\"None\",D24<>0),1,0)","v":0},{"$f":"IF(AND(Stage2!E39=\"None\",E24<>0),1,0)","v":0},{"$f":"IF(AND(Stage2!G39=\"None\",F24<>0),1,0)","v":0},{"$f":"IF(AND(Stage2!I39=\"None\",G24<>0),1,0)","v":0},{"$f":"IF(AND(Stage2!K39=\"None\",H24<>0),1,0)","v":0},{"$f":"IF(Stage1!A34<=Alts,1,0)","v":0},{"$f":"Stage1!C34","v":"Jughandle"},"Minimal ramp spacing (200-300')","New full depth pavement","Jughandle Type A (Diamond)","Signal ramp terminal control",0,1817649.2194674013,2000,800,4,{"$f":"IF(AD24=\"Jughandle Type A (Diamond)\",9600,28800)","v":9600},162000,{"$f":"IF(AC24=\"Resurface intersection\",AL24/27,0)","v":0},0,{"$f":"IF(AC24=\"New full depth pavement\",AL24/27,0)","v":6000},1500000,{"$f":"(VLOOKUP(AA24,Stage1!C32:L69,6,FALSE)*AH24+VLOOKUP(AA24,Stage1!C32:L69,10,FALSE)*AI24)/43560","v":0.7529843893480257},{"$f":"IFERROR(VLOOKUP(AA24,$A$17:$G$21,7,FALSE),0)","v":0},37649.219467401286,2,160000,{"$f":"IFERROR(VLOOKUP(AA24,$A$17:$G$21,6,FALSE),0)","v":0},0,{"$f":"IFERROR(VLOOKUP(AA24,$A$17:$G$21,5,FALSE),0)","v":0},0,{"$f":"IFERROR(VLOOKUP(AA24,$A$17:$G$21,4,FALSE),0)","v":0},0,0,0,0,0,0,0,null,{"$f":"BH24*Cost_concrete","v":0},0,{"$f":"IFERROR(VLOOKUP(AA24,$A$17:$HU$21,8,FALSE),0)","v":0},{"$f":"VLOOKUP(Terrain,IntersectionData!$BG$17:$BH$20,2,FALSE)*AL24/27*Cost_fulldepth","v":120000}]
["NOTES:",null,"Archaeology Resources",0,0,0,0,0,null,"Signal Poles","Strain Pole",null,null,null,null,{"$f":"IF(Stage2!C40<>\"None\",1,0)","v":0},{"$f":"IF(Stage2!E40<>\"None\",1,0)","v":0},{"$f":"IF(Stage2!G40<>\"None\",1,0)","v":0},{"$f":"IF(Stage2!I40<>\"None\",1,0)","v":0},{"$f":"IF(Stage2!K40<>\"None\",1,0)","v":0},{"$f":"IF(AND(Stage2!C40=\"None\",D25<>0),1,0)","v":0},{"$f":"IF(AND(Stage2!E40=\"None\",E25<>0),1,0)","v":0},{"$f":"IF(AND(Stage2!G40=\"None\",F25<>0),1,0)","v":0},{"$f":"IF(AND(Stage2!I40=\"None\",G25<>0),1,0)","v":0},{"$f":"IF(AND(Stage2!K40=\"None\",H25<>0),1,0)","v":0},{"$f":"IF(Stage1!A35<=Alts,1,0)","v":0},{"$f":"Stage1!C35","v":"Quadrant Roadway"},"Two lanes in each direction on quadrant roadway with dual LT lanes","New full depth pave entire intersection","Avg 500' intersection spacing (Default)","New quadrant road in new ROW",0,2276717.3663911847,{"$f":"VLOOKUP(AD25,D155:E158,2,FALSE)","v":1500},{"$f":"VLOOKUP(AD25,D155:E158,2,FALSE)","v":1500},8,{"$f":"IF(AE25=\"Existing roadway in one quadrant\",0,(AH25-1000)/2*3.1418)*24","v":18850.8},198850.8,{"$f":"IF(AC25=\"Resurface intersection\",AL25/27,0)","v":0},0,{"$f":"IF(AC25=\"New full depth pave entire intersection\",AL25/27,IF(AC25=\"New full depth pave on quadrant\",AK25/27,0))","v":7364.844444444444},1841211.111111111,{"$f":"(VLOOKUP(AA25,Stage1!C33:L70,6,FALSE)*AH25+VLOOKUP(AA25,Stage1!C33:L70,10,FALSE)*AI25)/43560","v":0.96418732782369143},{"$f":"IFERROR(VLOOKUP(AA25,$A$17:$G$21,7,FALSE),0)","v":0},48209.366391184572,3,240000,{"$f":"IFERROR(VLOOKUP(AA25,$A$17:$G$21,6,FALSE),0)","v":0},0,{"$f":"IFERROR(VLOOKUP(AA25,$A$17:$G$21,5,FALSE),0)","v":0},0,{"$f":"IFERROR(VLOOKUP(AA25,$A$17:$G$21,4,FALSE),0)","v":0},0,0,0,0,0,0,0,null,{"$f":"BH25*Cost_concrete","v":0},0,{"$f":"IFERROR(VLOOKUP(AA25,$A$17:$HU$21,8,FALSE),0)","v":0},{"$f":"VLOOKUP(Terrain,IntersectionData!$BG$17:$BH$20,2,FALSE)*AL25/27*Cost_fulldepth","v":147296.88888888891}]
["For minimal or significant environmental impacts identified in Stage 2 (highlighted in ORANGE), enter cost estimate to mitigate each impact.",null,"Graveyard",0,0,0,0,0,null,"Project Size","Single intersection",null,null,null,null,{"$f":"IF(Stage2!C41<>\"None\",1,0)","v":0},{"$f":"IF(Stage2!E41<>\"None\",1,0)","v":0},{"$f":"IF(Stage2!G41<>\"None\",1,0)","v":0},{"$f":"IF(Stage2!I41<>\"None\",1,0)","v":0},{"$f":"IF(Stage2!K41<>\"None\",1,0)","v":0},{"$f":"IF(AND(Stage2!C41=\"None\",D26<>0),1,0)","v":0},{"$f":"IF(AND(Stage2!E41=\"None\",E26<>0),1,0)","v":0},{"$f":"IF(AND(Stage2!G41=\"None\",F26<>0),1,0)","v":0},{"$f":"IF(AND(Stage2!I41=\"None\",G26<>0),1,0)","v":0},{"$f":"IF(AND(Stage2!K41=\"None\",H26<>0),1,0)","v":0},{"$f":"IF(Stage1!A36<=Alts,1,0)","v":0},{"$f":"Stage1!C36","v":"Split Intersection"},"Divided main roadway; coordinated 3-phase signalized intersections; no structure impacts; widens only at intersection","300' intersection spacing (default)",null,null,0,2325209.3663911847,{"$f":"VLOOKUP(AC26,G155:H157,2,FALSE)","v":1900},1000,5,0,161700,{"$f":"IF(AC26=\"Resurface intersection\",AL26/27,0)","v":0},0,{"$f":"AL26/27","v":5988.8888888888887},1497222.2222222222,{"$f":"(VLOOKUP(AA26,Stage1!C34:L71,6,FALSE)*AH26+VLOOKUP(AA26,Stage1!C34:L71,10,FALSE)*AI26)/43560","v":10.964187327823691},{"$f":"IFERROR(VLOOKUP(AA26,$A$17:$G$21,7,FALSE),0)","v":0},548209.36639118451,2,160000,{"$f":"IFERROR(VLOOKUP(AA26,$A$17:$G$21,6,FALSE),0)","v":0},0,{"$f":"IFERROR(VLOOKUP(AA26,$A$17:$G$21,5,FALSE),0)","v":0},0,{"$f":"IFERROR(VLOOKUP(AA26,$A$17:$G$21,4,FALSE),0)","v":0},0,0,0,0,0,0,0,null,{"$f":"BH26*Cost_concrete","v":0},0,{"$f":"IFERROR(VLOOKUP(AA26,$A$17:$HU$21,8,FALSE),0)","v":0},{"$f":"VLOOKUP(Terrain,IntersectionData!$BG$17:$BH$20,2,FALSE)*AL26/27*Cost_fulldepth","v":119777.77777777777}]
[null,null,"Stream",0,0,0,0,0,"Traffic Management",null,"Maintain Traffic",null,null,null,null,{"$f":"IF(Stage2!C42<>\"None\",1,0)","v":0},{"$f":"IF(Stage2!E42<>\"None\",1,0)","v":0},{"$f":"IF(Stage2!G42<>\"None\",1,0)","v":0},{"$f":"IF(Stage2!I42<>\"None\",1,0)","v":0},{"$f":"IF(Stage2!K42<>\"None\",1,0)","v":0},{"$f":"IF(AND(Stage2!C42=\"None\",D27<>0),1,0)","v":0},{"$f":"IF(AND(Stage2!E42=\"None\",E27<>0),1,0)","v":0},{"$f":"IF(AND(Stage2!G42=\"None\",F27<>0),1,0)","v":0},{"$f":"IF(AND(Stage2!I42=\"None\",G27<>0),1,0)","v":0},{"$f":"IF(AND(Stage2!K42=\"None\",H27<>0),1,0)","v":0},{"$f":"IF(Stage1!A37<=Alts,1,0)","v":1},{"$f":"Stage1!C37","v":"Bowtie Intersection"},"Signalized main intersection; Two 150' DIA roundabouts on cross street","400' intersection spacing","Single lane roundabouts ",null,0,897099.30434649531,600,350,2,0,{"$f":"IF(AF27<>0,AF27,AH27*Lanes_maj*12+AI27*Lanes_min*12+AJ27*250*18+AK27+L78)","v":55440.722407407404},null,null,{"$f":"AL27/27+AN64+L78","v":2894.0824965706447},723520.62414266123,{"$f":"(VLOOKUP(AA27,Stage1!C35:L72,6,FALSE)*AH27+VLOOKUP(AA27,Stage1!C35:L72,10,FALSE)*AI27)/43560","v":0.2502295684113866},{"$f":"IFERROR(VLOOKUP(AA27,$A$17:$G$21,7,FALSE),0)","v":0},12511.47842056933,1,{"$f":"AT27*_xlfn.SINGLE(Cost_Signal)","v":80000},{"$f":"IFERROR(VLOOKUP(AA27,$A$17:$G$21,6,FALSE),0)","v":0},0,{"$f":"IFERROR(VLOOKUP(AA27,$A$17:$G$21,5,FALSE),0)","v":0},0,{"$f":"IFERROR(VLOOKUP(AA27,$A$17:$G$21,4,FALSE),0)","v":4},40000,0,0,0,0,0,0,null,{"$f":"BH27*Cost_concrete","v":0},0,{"$f":"IFERROR(VLOOKUP(AA27,$A$17:$HU$21,8,FALSE),0)","v":0},{"$f":"VLOOKUP(Terrain,IntersectionData!$BG$17:$BH$20,2,FALSE)*AL27/27*Cost_fulldepth","v":41067.20178326474}]
[null,null,"Underground Tank/Hazmat",0,0,0,0,0,null,null,"Factors",null,null,null,null,{"$f":"IF(Stage2!C43<>\"None\",1,0)","v":0},{"$f":"IF(Stage2!E43<>\"None\",1,0)","v":0},{"$f":"IF(Stage2!G43<>\"None\",1,0)","v":0},{"$f":"IF(Stage2!I43<>\"None\",1,0)","v":0},{"$f":"IF(Stage2!K43<>\"None\",1,0)","v":0},{"$f":"IF(AND(Stage2!C43=\"None\",D28<>0),1,0)","v":0},{"$f":"IF(AND(Stage2!E43=\"None\",E28<>0),1,0)","v":0},{"$f":"IF(AND(Stage2!G43=\"None\",F28<>0),1,0)","v":0},{"$f":"IF(AND(Stage2!I43=\"None\",G28<>0),1,0)","v":0},{"$f":"IF(AND(Stage2!K43=\"None\",H28<>0),1,0)","v":0},{"$f":"IF(Stage1!A38<=Alts,1,0)","v":0}]
[null,null,"Park Land",0,0,0,0,0,"Engineering Design",null,0.2,null,null,null,null,{"$f":"IF(Stage2!C44<>\"None\",1,0)","v":0},{"$f":"IF(Stage2!E44<>\"None\",1,0)","v":0},{"$f":"IF(Stage2!G44<>\"None\",1,0)","v":0},{"$f":"IF(Stage2!I44<>\"None\",1,0)","v":0},{"$f":"IF(Stage2!K44<>\"None\",1,0)","v":0},{"$f":"IF(AND(Stage2!C44=\"None\",D29<>0),1,0)","v":0},{"$f":"IF(AND(Stage2!E44=\"None\",E29<>0),1,0)","v":0},{"$f":"IF(AND(Stage2!G44=\"None\",F29<>0),1,0)","v":0},{"$f":"IF(AND(Stage2!I44=\"None\",G29<>0),1,0)","v":0},{"$f":"IF(AND(Stage2!K44=\"None\",H29<>0),1,0)","v":0},{"$f":"IF(Stage1!A39<=Alts,1,0)","v":0},{"$f":"Stage1!C39","v":"Echelon"},null,null,null,null,0,null,null,null,null,null,{"$f":"IF(AF29<>0,AF29,0)","v":0}]
[null,null,"EJ Community",0,0,0,0,0,"Contingency",null,0.3,null,null,null,null,{"$f":"IF(Stage2!C45<>\"None\",1,0)","v":0},{"$f":"IF(Stage2!E45<>\"None\",1,0)","v":0},{"$f":"IF(Stage2!G45<>\"None\",1,0)","v":0},{"$f":"IF(Stage2!I45<>\"None\",1,0)","v":0},{"$f":"IF(Stage2!K45<>\"None\",1,0)","v":0},{"$f":"IF(AND(Stage2!C45=\"None\",D30<>0),1,0)","v":0},{"$f":"IF(AND(Stage2!E45=\"None\",E30<>0),1,0)","v":0},{"$f":"IF(AND(Stage2!G45=\"None\",F30<>0),1,0)","v":0},{"$f":"IF(AND(Stage2!I45=\"None\",G30<>0),1,0)","v":0},{"$f":"IF(AND(Stage2!K45=\"None\",H30<>0),1,0)","v":0},{"$f":"IF(Stage1!A40<=Alts,1,0)","v":0},{"$f":"Stage1!C40","v":"Center Turn Overpass"},null,null,null,null,0,null,null,null,null,null,{"$f":"IF(AF30<>0,AF30,0)","v":0}]
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[null,null,"Wetland",30000,30000,0,0,0,null,null,null,null,null,null,null,{"$f":"IF(Stage2!C47<>\"None\",1,0)","v":1},{"$f":"IF(Stage2!E47<>\"None\",1,0)","v":1},{"$f":"IF(Stage2!G47<>\"None\",1,0)","v":0},{"$f":"IF(Stage2!I47<>\"None\",1,0)","v":0},{"$f":"IF(Stage2!K47<>\"None\",1,0)","v":0},{"$f":"IF(AND(Stage2!C47=\"None\",D32<>0),1,0)","v":0},{"$f":"IF(AND(Stage2!E47=\"None\",E32<>0),1,0)","v":0},{"$f":"IF(AND(Stage2!G47=\"None\",F32<>0),1,0)","v":0},{"$f":"IF(AND(Stage2!I47=\"None\",G32<>0),1,0)","v":0},{"$f":"IF(AND(Stage2!K47=\"None\",H32<>0),1,0)","v":0},{"$f":"IF(Stage1!A42<=Alts,1,0)","v":0},{"$f":"Stage1!C42","v":"Diamond Interchange"},"Major roadway passes under or over crossing street; two ramp terminal intersections","300' intersection spacing (default)",null,null,0,null,null,null,null,null,0]
[null,null,"T&E Species Habitat",0,0,0,0,0,null,null,null,null,null,null,null,{"$f":"IF(Stage2!C48<>\"None\",1,0)","v":0},{"$f":"IF(Stage2!E48<>\"None\",1,0)","v":0},{"$f":"IF(Stage2!G48<>\"None\",1,0)","v":0},{"$f":"IF(Stage2!I48<>\"None\",1,0)","v":0},{"$f":"IF(Stage2!K48<>\"None\",1,0)","v":0},{"$f":"IF(AND(Stage2!C48=\"None\",D33<>0),1,0)","v":0},{"$f":"IF(AND(Stage2!E48=\"None\",E33<>0),1,0)","v":0},{"$f":"IF(AND(Stage2!G48=\"None\",F33<>0),1,0)","v":0},{"$f":"IF(AND(Stage2!I48=\"None\",G33<>0),1,0)","v":0},{"$f":"IF(AND(Stage2!K48=\"None\",H33<>0),1,0)","v":0},{"$f":"IF(Stage1!A43<=Alts,1,0)","v":0},{"$f":"Stage1!C43","v":"Cloverleaf Interchange"},null,null,null,null,0,null,null,null,null,null,0]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Stage1!A45<=Alts,1,0)","v":0},{"$f":"Stage1!C45","v":"Diverging Diamond"},null,null,null,null,0,null,null,null,null,null,0]
[" Alternative"," Assumptions",null,null,null,null,null,"Construction Cost","Right-of-Way Costs","Environment Impacts","Utility Impacts","Design & Contingency","TOTAL         COST",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Stage1!A46<=Alts,1,0)","v":0},{"$f":"Stage1!C46","v":"Single Point Interchange"},null,null,null,null,0,null,null,null,null,null,0]
[{"$f":"Alternative1","v":"Displaced Left-Turn / CFI"},{"$f":"IF(A37=\"\",\"\",CONCATENATE(VLOOKUP(A37,$AA$4:$AE$43,2,FALSE),\"; \",,CONCATENATE(VLOOKUP(A37,$AA$4:$AE$43,3,FALSE),\", \",(VLOOKUP(A37,$AA$4:$AE$43,4,FALSE)),\", \",(VLOOKUP(A37,$AA$4:$AE$43,5,FALSE)))))","v":"Right turn bypass lanes; signalized main and crossover intersections; Resurface intersection, Avg 600' crossover spacing (Default), Two-leg CFI (crossovers on Main)"},null,null,null,null,null,{"$f":"VLOOKUP(A37,$AA$4:$BL$42,7,FALSE)*VLOOKUP($K$27,$K$138:$M$140,3,FALSE)*VLOOKUP($K$26,$G$159:$I$161,3,FALSE)","v":1083111.111111111},{"$f":"VLOOKUP(A37,$AA4:$BL42,19,FALSE)","v":131313.13131313131},{"$f":"EnvCost1","v":40000},{"$f":"H37*VLOOKUP(C17,$K$126:$L$128,2)","v":32493.333333333328},{"$f":"H37*($K$29+$K$30)","v":541555.5555555555},{"$f":"ROUND(SUM(H37:L38),-3)","v":1828000},null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Stage1!A47<=Alts,1,0)","v":0},{"$f":"Stage1!C47","v":"Contraflow Left"},null,null,null,null,0,null,null,null,null,null,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Stage1!A48<=Alts,1,0)","v":0},{"$f":"Stage1!C48","v":"Single Roundabout Interchange"},null,null,null,null,0,null,null,null,null,null,0]
[{"$f":"Alternative2","v":"Multilane Roundabout"},{"$f":"IF(A39=\"\",\"\",CONCATENATE(VLOOKUP(A39,$AA$4:$AE$43,2,FALSE),\"; \",,CONCATENATE(VLOOKUP(A39,$AA$4:$AE$43,3,FALSE),\", \",(VLOOKUP(A39,$AA$4:$AE$43,4,FALSE)),\", \",(VLOOKUP(A39,$AA$4:$AE$43,5,FALSE)))))","v":"New multi-lane RND w/splitter islands, truck apron and landscaped median; 200' Inscribed Diameter, No RT by-pass lanes, 2x1 Multilane RND"},null,null,null,null,null,{"$f":"IF(A39=\"\",\"\",VLOOKUP(A39,$AA$4:$BL$42,7,FALSE)*VLOOKUP($K$27,$K$138:$M$140,3,FALSE)*VLOOKUP($K$26,$G$159:$I$161,3,FALSE))","v":1370071.4359595962},{"$f":"IF(A39=\"\",\"\",VLOOKUP(A39,$AA6:$BL44,19,FALSE))","v":61478.420569329661},{"$f":"EnvCost2","v":30000},{"$f":"IF(A39=\"\",\"\",H39*VLOOKUP(C18,$K$126:$L$128,2))","v":41102.143078787885},{"$f":"IF(A39=\"\",\"\",H39*($K$29+$K$30))","v":685035.71797979809},{"$f":"IF(A39=\"\",\"\",ROUND(SUM(H39:L40),-3))","v":2188000},null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Stage1!A49<=Alts,1,0)","v":0},{"$f":"Stage1!C49","v":"Double Roundabout Interchange"},null,null,null,null,0,null,null,null,null,null,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Stage1!A50<=Alts,1,0)","v":0},{"$f":"Stage1!C50","v":"Single Quadrant Interchange"},null,null,null,null,0,null,null,null,null,null,0]
[{"$f":"Alternative3","v":"Superstreet / RCI"},{"$f":"IF(A41=\"\",\"\",CONCATENATE(VLOOKUP(A41,$AA$4:$AE$43,2,FALSE),\"; \",,CONCATENATE(VLOOKUP(A41,$AA$4:$AE$43,3,FALSE),\", \",(VLOOKUP(A41,$AA$4:$AE$43,4,FALSE)),\", \",(VLOOKUP(A41,$AA$4:$AE$43,5,FALSE)))))","v":"Add directional U-turns on Main Road; signalize main intersection and crossovers; RT only from Minor Road; Resurface intersection, Avg 800' U-turn spacing, 2 new directional openings"},null,null,null,null,null,{"$f":"IF(A41=\"\",\"\",VLOOKUP(A41,$AA$4:$BL$42,7,FALSE)*VLOOKUP($K$27,$K$138:$M$140,3,FALSE)*VLOOKUP($K$26,$G$159:$I$161,3,FALSE))","v":791175.08417508437},{"$f":"IF(A41=\"\",\"\",VLOOKUP(A41,$AA8:$BL46,19,FALSE))","v":145546.3728191001},{"$f":"IF(A41=\"\",\"\",EnvCost3)","v":0},{"$f":"IF(A41=\"\",\"\",H41*VLOOKUP(C19,$K$126:$L$128,2))","v":23735.25252525253},{"$f":"IF(A41=\"\",\"\",H41*($K$29+$K$30))","v":395587.54208754218},{"$f":"IF(A41=\"\",\"\",ROUND(SUM(H41:L42),-3))","v":1356000},null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Stage1!A51<=Alts,1,0)","v":0},{"$f":"Stage1!C51","v":"Other Interchange (provide description):"},null,null,null,null,0,null,null,null,null,null,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"* Pavement Area must be set to zero in order for the worksheet to calculate pavement area"]
[{"$f":"Alternative4","v":"Bowtie Intersection"},{"$f":"IF(A43=\"\",\"\",CONCATENATE(VLOOKUP(A43,$AA$4:$AE$43,2,FALSE),\"; \",,CONCATENATE(VLOOKUP(A43,$AA$4:$AE$43,3,FALSE),\", \",(VLOOKUP(A43,$AA$4:$AE$43,4,FALSE)),\", \",(VLOOKUP(A43,$AA$4:$AE$43,5,FALSE)))))","v":"Signalized main intersection; Two 150' DIA roundabouts on cross street; 400' intersection spacing, Single lane roundabouts , "},null,null,null,null,null,{"$f":"IF(A43=\"\",\"\",VLOOKUP(A43,$AA$4:$BL$42,7,FALSE)*VLOOKUP($K$27,$K$138:$M$140,3,FALSE)*VLOOKUP($K$26,$G$159:$I$161,3,FALSE))","v":986809.23478114489},{"$f":"IF(A43=\"\",\"\",VLOOKUP(A43,$AA10:$BL48,19,FALSE))","v":12511.47842056933},{"$f":"IF(A43=\"\",\"\",EnvCost4)","v":0},{"$f":"IF(A43=\"\",\"\",H43*VLOOKUP(C20,$K$126:$L$128,2))","v":29604.277043434344},{"$f":"IF(A43=\"\",\"\",H43*($K$29+$K$30))","v":493404.61739057244},{"$f":"IF(A43=\"\",\"\",ROUND(SUM(H43:L44),-3))","v":1522000}]
[]
[{"$f":"Alternative5","v":"Signalized Intersection"},{"$f":"IF(A45=\"\",\"\",CONCATENATE(VLOOKUP(A45,$AA$4:$AE$43,2,FALSE),\"; \",,CONCATENATE(VLOOKUP(A45,$AA$4:$AE$43,3,FALSE),\", \",(VLOOKUP(A45,$AA$4:$AE$43,4,FALSE)),\", \",(VLOOKUP(A45,$AA$4:$AE$43,5,FALSE)))))","v":"Signalize existing intersection; Resurface intersection, No new left turn lanes, No new right turn lanes"},null,null,null,null,null,{"$f":"IF(A45=\"\",\"\",VLOOKUP(A45,$AA$4:$BL$42,7,FALSE)*VLOOKUP($K$27,$K$138:$M$140,3,FALSE)*VLOOKUP($K$26,$G$159:$I$161,3,FALSE))","v":185579.79797979799},{"$f":"IF(A45=\"\",\"\",VLOOKUP(A45,$AA12:$BL50,19,FALSE))","v":8264.4628099173551},{"$f":"IF(A45=\"\",\"\",EnvCost5)","v":0},{"$f":"IF(A45=\"\",\"\",H45*VLOOKUP(C21,$K$126:$L$128,2))","v":5567.3939393939399},{"$f":"IF(A45=\"\",\"\",H45*($K$29+$K$30))","v":92789.898989898997},{"$f":"IF(A45=\"\",\"\",ROUND(SUM(H45:L46),-3))","v":292000}]
[]
[]
["ROW Factor:",1,null,"Cost of ROW by ACRE",null,null,null,null,null,null,null,null,null,"Hide"]
["County:","Commercial","Residential","Agriculture","Industrial","Average",null,null,null,null,null,null,null,"Hide"]
[{"$f":"IntersectionData!BM4","v":"--select--"},0,0,0,0,0,null,null,"Area Cost Items",null,null,null,null,"Hide"]
[{"$f":"IntersectionData!BM5","v":"Adams"},250000,50000,20000,55000,90000,null,null,"Repaving cost, sqyd:",65,"[Cost_repave]",null,null,"Hide"]
[{"$f":"IntersectionData!BM6","v":"Alamosa"},250000,50000,20000,55000,90000,null,null,"New full depth pavement, sqyd:",250,"[Cost_fulldepth]",null,null,"Hide"]
[{"$f":"IntersectionData!BM7","v":"Arapahoe"},250000,50000,20000,55000,90000,null,null,"New bridge, sqft:",200,"[Cost_bridge]",null,null,"Hide"]
[{"$f":"IntersectionData!BM8","v":"Archuleta"},250000,50000,20000,55000,90000,null,null,"Retaining Wall, sqft:",100,"[Cost_retain]",null,null,"Hide"]
[{"$f":"IntersectionData!BM9","v":"Baca"},250000,50000,20000,55000,90000,null,null,"Driveway Impacts, ea",10000,"[Cost_driveway]",null,null,"Hide"]
[{"$f":"IntersectionData!BM10","v":"Bent"},250000,50000,20000,55000,90000,null,null,"Sidewalk, LF:",50,"[Cost_sidewalk]",null,null,"Hide",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"`"]
[{"$f":"IntersectionData!BM11","v":"Boulder"},250000,50000,20000,55000,90000,null,null,"Path, LF:",75,"[Cost_path]",null,null,"Hide"]
[{"$f":"IntersectionData!BM12","v":"Broomfield"},250000,50000,20000,55000,90000,null,null,"Urban Curb and Gutter, LF:",70,"[Cost_curb]",null,null,"Hide"]
[{"$f":"IntersectionData!BM13","v":"Chaffee"},250000,50000,20000,55000,90000,null,null,"Concrete Island/Medians, sqft:",60,"[Cost_concrete]",null,null,"Hide"]
[{"$f":"IntersectionData!BM14","v":"Cheyenne"},250000,50000,20000,55000,90000,null,null,"Landscaping, LF",20,"[Cost_landscape]",null,null,"Hide"]
[{"$f":"IntersectionData!BM15","v":"Clear Creek"},250000,50000,20000,55000,90000,null,null,null,null,null,null,null,"Hide"]
[{"$f":"IntersectionData!BM16","v":"Conejos"},250000,50000,20000,55000,90000,null,null,"Signal Installation Costs",null,null,null,null,"Hide"]
[{"$f":"IntersectionData!BM17","v":"Costilla"},250000,50000,20000,55000,90000,null,null,"Wood Pole",40000,null,null,null,"Hide"]
[{"$f":"IntersectionData!BM18","v":"Crowley"},250000,50000,20000,55000,90000,null,null,"Strain Pole",80000,null,null,null,"Hide"]
[{"$f":"IntersectionData!BM19","v":"Custer"},250000,50000,20000,55000,90000,null,null,"Mast Arm",150000,null,null,null,"Hide"]
[{"$f":"IntersectionData!BM20","v":"Delta"},250000,50000,20000,55000,90000,null,null,"SignalCost",{"$f":"VLOOKUP(K25,I63:J65,2,FALSE)","v":80000},"[Cost_signal]",null,null,"Hide"]
[{"$f":"IntersectionData!BM21","v":"Denver"},250000,50000,20000,55000,90000,null,null,null,null,null,null,null,"Hide"]
[{"$f":"IntersectionData!BM22","v":"Dolores"},250000,50000,20000,55000,90000,null,null,"Percentage items",null,null,null,null,"Hide"]
[{"$f":"IntersectionData!BM23","v":"Douglas"},250000,50000,20000,55000,90000,null,null,"Driveway impacts, LS:",25000,"[Cost_driveway]",null,null,"Hide"]
[{"$f":"IntersectionData!BM24","v":"Eagle"},250000,50000,20000,55000,90000,null,null,null,null,null,null,null,"Hide"]
[{"$f":"IntersectionData!BM25","v":"Elbert"},250000,50000,20000,55000,90000,null,null,null,null,null,null,null,"Hide"]
[{"$f":"IntersectionData!BM26","v":"El Paso"},250000,50000,20000,55000,90000,null,null,null,null,null,null,null,"Hide"]
[{"$f":"IntersectionData!BM27","v":"Fremont"},250000,50000,20000,55000,90000,null,null,null,null,null,null,40,"Hide"]
[{"$f":"IntersectionData!BM28","v":"Garfield"},250000,50000,20000,55000,90000,null,"Roundabout Calculations:",null,"Int Box","RAB DIA","RAB area","Diff Acres","Hide"]
[{"$f":"IntersectionData!BM29","v":"Gilpin"},250000,50000,20000,55000,90000,null,{"$f":"AA11","v":"Mini Roundabout"},null,{"$f":"ROW_1*ROW_2/27","v":237.03703703703704},{"$f":"VLOOKUP(AC11,D117:F126,3,FALSE)","v":70},{"$f":"3.1418*(K75/2+30)^2/27","v":491.63351851851849},{"$f":"IF(L75>J75,L75-J75,0)/43560*$M$73","v":0.23378923919327957},"Hide"]
[{"$f":"IntersectionData!BM30","v":"Grand"},250000,50000,20000,55000,90000,null,{"$f":"AA12","v":"Single Lane Roundabout"},null,{"$f":"ROW_1*ROW_2/27","v":237.03703703703704},{"$f":"VLOOKUP(AC12,D117:F126,3,FALSE)","v":130},{"$f":"3.1418*(K76/2+20)^2/27","v":840.72240740740745},{"$f":"IF(L76>J76,L76-J76,0)/43560*$M$73","v":0.55434836581301228},"Hide"]
[{"$f":"IntersectionData!BM31","v":"Gunnison"},250000,50000,20000,55000,90000,null,{"$f":"AA13","v":"Multilane Roundabout"},null,{"$f":"ROW_1*ROW_2/27","v":237.03703703703704},{"$f":"VLOOKUP(AC13,D117:F126,3,FALSE)","v":200},{"$f":"3.1418*(K77/2+20)^2/27","v":1675.6266666666666},{"$f":"IF(L77>J77,L77-J77,0)/43560*$M$73","v":1.3210189436452064},"Hide"]
[{"$f":"IntersectionData!BM32","v":"Hinsdale"},250000,50000,20000,55000,90000,null,{"$f":"AA27","v":"Bowtie Intersection"},null,{"$f":"K78*ROW_2/27","v":385.18518518518516},{"$f":"VLOOKUP(AD27,D145:F146,3,FALSE)","v":130},{"$f":"3.1418*(K78/2+20)^2/27","v":840.72240740740745},{"$f":"IF(L78>J78,L78-J78,0)/43560*2*M73","v":0.83661565146413641},"Hide"]
[{"$f":"IntersectionData!BM33","v":"Huerfano"},250000,50000,20000,55000,90000,null,null,null,null,null,null,null,"Hide"]
[{"$f":"IntersectionData!BM34","v":"Jackson"},250000,50000,20000,55000,90000,null,null,null,null,null,null,null,"Hide"]
[{"$f":"IntersectionData!BM35","v":"Jefferson"},250000,50000,20000,55000,90000,null,null,null,null,null,null,null,"Hide"]
[{"$f":"IntersectionData!BM36","v":"Kiowa"},250000,50000,20000,55000,90000,null,null,null,null,null,null,null,"Hide"]
[{"$f":"IntersectionData!BM37","v":"Kit Carson"},250000,50000,20000,55000,90000,null,null,null,null,null,null,null,"Hide"]
[{"$f":"IntersectionData!BM38","v":"Lake"},250000,50000,20000,55000,90000,null,null,null,null,null,null,null,"Hide"]
[{"$f":"IntersectionData!BM39","v":"La Plata"},250000,50000,20000,55000,90000,null,null,null,null,null,null,null,"Hide"]
[{"$f":"IntersectionData!BM40","v":"Larimer"},250000,50000,20000,55000,90000,null,null,null,null,null,null,null,"Hide"]
[{"$f":"IntersectionData!BM41","v":"Las Animas"},250000,50000,20000,55000,90000,null,null,null,null,null,null,null,"Hide"]
[{"$f":"IntersectionData!BM42","v":"Lincoln"},250000,50000,20000,55000,90000,null,null,null,null,null,null,null,"Hide"]
[{"$f":"IntersectionData!BM43","v":"Logan"},250000,50000,20000,55000,90000,null,null,null,null,null,null,null,"Hide"]
[{"$f":"IntersectionData!BM44","v":"Mesa"},250000,50000,20000,55000,90000,null,null,null,null,null,null,null,"Hide"]
[{"$f":"IntersectionData!BM45","v":"Mineral"},250000,50000,20000,55000,90000,null,null,null,null,null,null,null,"Hide"]
[{"$f":"IntersectionData!BM46","v":"Moffat"},250000,50000,20000,55000,90000,null,null,null,null,null,null,null,"Hide"]
[{"$f":"IntersectionData!BM47","v":"Montezuma"},250000,50000,20000,55000,90000,null,null,null,null,null,null,null,"Hide"]
[{"$f":"IntersectionData!BM48","v":"Montrose"},250000,50000,20000,55000,90000,null,null,null,null,null,null,null,"Hide"]
[{"$f":"IntersectionData!BM49","v":"Morgan"},250000,50000,20000,55000,90000,null,null,null,null,null,null,null,"Hide"]
[{"$f":"IntersectionData!BM50","v":"Otero"},250000,50000,20000,55000,90000,null,null,null,null,null,null,null,"Hide"]
[{"$f":"IntersectionData!BM51","v":"Ouray"},250000,50000,20000,55000,90000,null,null,null,null,null,null,null,"Hide"]
[{"$f":"IntersectionData!BM52","v":"Park"},250000,50000,20000,55000,90000,null,null,null,null,null,null,null,"Hide"]
[{"$f":"IntersectionData!BM53","v":"Phillips"},250000,50000,20000,55000,90000,null,null,null,null,null,null,null,"Hide"]
[{"$f":"IntersectionData!BM54","v":"Pitkin"},250000,50000,20000,55000,90000,null,null,null,null,null,null,null,"Hide"]
[{"$f":"IntersectionData!BM55","v":"Prowers"},250000,50000,20000,55000,90000,null,null,null,null,null,null,null,"Hide"]
[{"$f":"IntersectionData!BM56","v":"Pueblo"},250000,50000,20000,55000,90000,null,null,null,null,null,null,null,"Hide"]
[{"$f":"IntersectionData!BM57","v":"Rio Blanco"},250000,50000,20000,55000,90000,null,null,null,null,null,null,null,"Hide"]
[{"$f":"IntersectionData!BM58","v":"Rio Grande"},250000,50000,20000,55000,90000,null,null,null,null,null,null,null,"Hide"]
[{"$f":"IntersectionData!BM59","v":"Routt"},250000,50000,20000,55000,90000,null,null,null,null,null,null,null,"Hide"]
[{"$f":"IntersectionData!BM60","v":"Saguache"},250000,50000,20000,55000,90000,null,null,null,null,null,null,null,"Hide"]
[{"$f":"IntersectionData!BM61","v":"San Juan"},250000,50000,20000,55000,90000,null,null,null,null,null,null,null,"Hide"]
[{"$f":"IntersectionData!BM62","v":"San Miguel"},250000,50000,20000,55000,90000,null,null,null,null,null,null,null,"Hide"]
[{"$f":"IntersectionData!BM63","v":"Sedgwick"},250000,50000,20000,55000,90000,null,null,null,null,null,null,null,"Hide"]
[{"$f":"IntersectionData!BM64","v":"Summit"},250000,50000,20000,55000,90000,null,null,null,null,null,null,null,"Hide"]
[{"$f":"IntersectionData!BM65","v":"Teller"},250000,50000,20000,55000,90000,null,null,null,null,null,null,null,"Hide"]
[{"$f":"IntersectionData!BM66","v":"Washington"},250000,50000,20000,55000,90000,null,null,null,null,null,null,null,"Hide"]
[{"$f":"IntersectionData!BM67","v":"Weld"},250000,50000,20000,55000,90000,null,null,null,null,null,null,null,"Hide"]
[{"$f":"IntersectionData!BM68","v":"Yuma"},250000,50000,20000,55000,90000,null,null,null,null,null,null,null,"Hide"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Hide"]
[null,"AWS / Minor Street Stop",null,"Roundabouts",null,null,null,null,null,null,null,null,null,"Hide"]
[null,"No paving",null,"50' Inscribed Diameter",null,50,null,null,null,null,null,null,null,"Hide"]
[null,"Resurface intersection",null,"70' Inscribed Dia (default mini)",null,70,null,null,null,null,null,null,null,"Hide"]
[null,"New full depth pavement",null,"90' Inscribed Diameter",null,90,"Signalize Intersection",null,null,null,"Offset T-intersections",null,null,"Hide"]
[null,"No additional warnings",null,"110' Inscribed Diameter",null,110,"No paving",null,null,null,"Offset left / right intersection",null,null,"Hide"]
[null,"Add solar advance warning signs",null,"130' Inscribed Dia (default single)",null,130,"Resurface intersection",null,null,null,"Symmetrical realignment",null,null,"Hide"]
[null,"Add flashing beacon",null,"150' Inscribed Diameter",null,150,"New full depth pavement",null,null,null,"300' intersection spacing",1300,null,"Hide"]
[null,"RIRO / 3/4 Access",null,"180' Inscribed Dia (default multi)",null,180,"No new left turn lanes",200,200,0,"500' intersection spacing (Default)",1500,null,"Hide"]
[null,"No paving",null,"200' Inscribed Diameter",null,200,"Add left lanes on Major Rd",1000,200,2,"700' intersection spacing",1700,null,"Hide"]
[null,"Resurface intersection",null,"2x1 Multilane RND",null,null,"Add left lanes on Minor Rd",200,1000,2,"Impacts",null,null,"Hide"]
[null,"New full depth pavement",null,"2x2 Multilane RND",null,null,"Add left lanes on Both",1000,1000,4,"Minimal",0.03,null,"Hide"]
[null,"No channelization",null,"No RT by-pass lanes",null,0,"Add dual left lanes on Major Rd",1000,1000,4,"Moderate",0.05,null,"Hide"]
[null,"Add stanchion barriers",null,"1 RT by-pass lane",null,1,"Add dual left lanes on Minor Rd",1000,1000,4,"Significant",0.08,null,"Hide"]
[null,"Add channelizing island",null,"2 RT by-pass lanes",null,2,"Add dual left lanes on Both",1000,1000,8,"Yes",null,null,"Hide"]
[null,"Add raised median",null,"3 RT by-pass lanes",null,3,"No new right turn lanes",null,null,0,"No",null,null,"Hide"]
[null,"No existing LT lane",null,"4 RT by-pass lanes",null,4,"Add right lanes on Major Rd",null,null,2,"--ROW Type--",null,null,"Hide"]
[null,"Remove existing LT lane",null,"High-T / Green-T",null,null,"Add right lanes on Minor Rd",null,null,2,"Mixed (Average)",null,null,"Hide"]
[null,"RIRO w/Turns, RCUTs / MUT",null,"No paving",null,null,"Add right lanes on Both",null,null,4,"Commercial",null,null,"Hide"]
[null,"No paving",null,"Resurface intersection",null,null,"CFI",null,null,null,"Residential",null,null,"Hide"]
[null,"Resurface turn lanes, U-turns",null,"New full depth pavement",null,null,"No paving",null,null,null,"Agricultural",null,null,"Hide"]
[null,"Resurface full intersection",null,"Stanchion median separator",null,null,"Resurface turn lanes, crossovers",null,null,null,"Industrial",null,null,"Hide"]
[null,"Full depth pave turn lanes, U-turns",null,"4' raised median separator",null,null,"Resurface full intersection",null,null,null,"--Maintenance of Traffic--",null,null,"Hide"]
[null,"Full depth pave full intersection",null,"8' raised median separator",null,null,"Full depth pave turn lanes, crossovers",null,null,null,"Close Intersection",null,1,"Hide"]
[null,"Avg 400' U-turn spacing",1000,"Convert existing LT lane",null,null,"Full depth pave full intersection",null,null,null,"Maintain Traffic",null,1.1000000000000001,"Hide"]
[null,"Avg 600' U-turn spacing (Default)",1400,"Construct new LT lane",null,null,"Avg 400' crossover spacing",900,null,null,"Traffic  Shifts",null,1.2,"Hide"]
[null,"Avg 800' U-turn spacing",1800,"Construct 2 new LT lanes",null,null,"Avg 600' crossover spacing (Default)",1100,null,null,"--Signal Poles''",null,null,"Hide"]
[null,"Avg 1000' U-turn spacing",2200,"No resurfacing",null,null,"Avg 800' crossover spacing",1300,null,null,"Wood Pole",null,null,"Hide"]
[null,"Make median openings directional",null,"Resurface intersection",null,null,"Avg 1000' crossover spacing",1500,null,null,"Strain Pole",null,null,"Hide"]
[null,"1 new directional opening",null,"Bowtie",null,null,"Two-leg CFI (crossovers on Main)",null,null,null,"Mast Arm",null,null,"Hide"]
[null,"2 new directional openings",null,"Single lane roundabouts ",null,130,"Four-leg CFI (crossovers on Both)",null,null,null,"Sidewalks",null,null,"Hide"]
[null,"16' median width (min)",null,"Multi-lane roundabouts",null,180,"Paired Intersections",null,null,null,"None",null,0,"Hide"]
[null,"20' median width",null,"Quadrant Roadway",null,null,"No paving",null,null,null,"SW on major (both sides)",null,1,"Hide"]
[null,"28' median width",null,"Resurface only quadrant roadway",null,null,"Resurface turn lanes",null,null,null,"SW on minor (both sides)",null,2,"Hide"]
[null,"40' median width",null,"Resurface entire intersection",null,null,"Resurface full intersection",null,null,null,"SW on Maj & Min (both)",null,3,"Hide"]
[null,"48' median width (or more)",null,"New full depth pave on quadrant",null,null,"400' intersection spacing",1400,null,null,null,null,null,"Hide"]
[null,"Jughandle",null,"New full depth pave entire intersection",null,null,"600' intersection spacing (Default)",1500,null,null,"Bicycle Facilities",null,null,"Hide"]
[null,"Pave only new ramps",null,"Existing roadway in one quadrant",null,null,"800' intersection spacing",1600,null,null,"None",null,null,"Hide"]
[null,"Resurface intersection",null,"New quadrant road in existing ROW",null,null,"1000' intersection spacing",1800,null,null,"Bike in-street on major",null,1,"Hide"]
[null,"New full depth pavement",null,"New quadrant road in new ROW",null,null,"Split intersections",null,null,null,"Bike in-street on minor",null,2,"Hide"]
[null,"Jughandle Type A (Diamond)",null,"Avg 400' intersection spacing",1400,null,"200' intersection spacing",1800,null,null,"Bike in-street on both",null,3,"Hide"]
[null,"Jughandle Type C (Loops)",null,"Avg 500' intersection spacing (Default)",1500,null,"300' intersection spacing (default)",1900,null,null,"10' MU path on major",null,4,"Hide"]
[null,"Yield ramp terminal control",null,"Avg 600' intersection spacing",1600,null,"400' intersection spacing",2000,null,null,"10' MU path on minor",null,5,"Hide"]
[null,"Signal ramp terminal control",null,"Avg 800' intersection spacing",1800,null,"--Project Size--",null,null,null,"10' MU path on both",null,6,"Hide"]
[null,null,null,null,null,null,"Single intersection",null,1,null,"Turn Lanes",null,null,"Hide"]
[null,null,null,null,null,null,"Short corridor",null,0.92,null,"No LT lanes",null,null,"Hide"]
[null,null,null,null,null,null,"Long corridor",null,0.85,null,"LT lanes on major",null,null,"Hide"]
[null,null,null,null,null,null,"--ROW Type--",null,null,null,"LT lanes on minor",null,null,"Hide"]
[null,null,null,null,null,null,"Commercial",null,null,null,"LT lanes on both",null,null,"Hide"]
[null,null,null,null,null,null,"Residential",null,null,null,"Proposed Thru Lanes",null,null,"Hide"]
[null,null,null,null,null,null,"Agriculture",null,null,null,2,null,null,"Hide"]
[null,null,null,null,null,null,"Industrial",null,null,null,4,null,null,"Hide"]
[null,null,null,null,null,null,"Average",null,null,null,6,null,null,"Hide"]
[null,null,null,null,null,null,"--Drainage--",null,null,null,8,null,null,"Hide"]
[null,null,null,null,null,null,"Standard ditch",null,null,null,"--Safety B/C:--",null,null,"Hide"]
[null,null,null,null,null,null,"Curb&Gutter on Major",null,null,null,"Safety B/C: PDO only",null,null,"Hide"]
[null,null,null,null,null,null,"Curb&Gutter on Both",null,null,null,"Safety B/C: Fat/Inj only",null,null,"Hide"]
[null,null,null,null,null,null,null,null,null,null,"Safety B/C: PDO & Fat/Inj",null,null,"Hide"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Hide"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Hide"]

{"sheet":"Stage2","index":5,"n_rows":75,"n_cols":27,"rows_kept":75,"cut":false,"hidden":false,"merged":[[53,13,53,22],[36,2,36,3],[32,14,33,14],[22,4,22,5],[32,4,32,5],[33,4,33,5],[31,6,31,7],[33,6,33,7],[31,2,31,3],[32,2,32,3],[33,2,33,3],[31,4,31,5],[36,4,36,5],[23,8,23,9],[23,10,23,11],[34,6,34,7],[35,6,35,7],[41,4,41,5],[40,4,40,5],[39,4,39,5],[38,4,38,5],[30,6,30,7],[32,6,32,7],[30,10,30,11],[20,6,20,7],[33,10,33,11],[36,10,36,11],[35,8,35,9],[34,8,34,9],[35,10,35,11],[0,13,1,18],[37,14,38,18],[41,13,43,18],[18,6,18,7],[19,6,19,7],[18,10,18,11],[23,14,24,18],[32,16,33,16],[32,17,33,17],[32,18,33,18],[16,10,16,11],[17,10,17,11],[16,8,16,9],[31,10,31,11],[31,8,31,9],[30,8,30,9],[33,8,33,9],[18,8,18,9],[19,8,19,9],[20,8,20,9],[20,10,20,11],[19,10,19,11],[21,13,22,13],[69,1,74,1],[49,2,49,3],[49,4,49,5],[34,2,34,3],[35,2,35,3],[55,2,59,11],[50,8,50,9],[49,8,49,9],[50,2,50,3],[50,4,50,5],[50,6,50,7],[49,10,49,11],[47,6,47,7],[50,10,50,11],[43,8,43,9],[44,8,44,9],[45,8,45,9],[55,0,59,1],[52,0,52,1],[53,0,53,1],[39,8,39,9],[42,8,42,9],[42,10,42,11],[34,10,34,11],[1,0,1,11],[2,8,2,11],[3,5,3,10],[2,14,3,17],[12,13,13,19],[14,14,15,14],[18,2,18,3],[19,2,19,3],[32,10,32,11],[14,8,14,9],[14,15,15,15],[14,16,15,16],[14,17,15,17],[14,18,15,18],[30,14,31,18],[15,10,15,11],[14,10,14,11],[18,4,18,5],[19,4,19,5],[20,4,20,5],[15,8,15,9],[16,6,16,7],[15,6,15,7],[32,15,33,15],[20,2,20,3],[22,2,22,3],[51,6,51,7],[51,8,51,9],[51,10,51,11],[41,10,41,11],[40,8,40,9],[41,8,41,9],[39,10,39,11],[38,2,38,3],[44,2,44,3],[45,2,45,3],[49,6,49,7],[47,4,47,5],[34,4,34,5],[35,4,35,5],[45,4,45,5],[21,2,21,3],[21,4,21,5],[14,0,14,1],[14,4,14,5],[17,2,17,3],[16,4,16,5],[17,4,17,5],[16,2,16,3],[14,2,14,3],[17,6,17,7],[15,2,15,3],[14,6,14,7],[15,4,15,5],[21,6,21,7],[21,8,21,9],[21,10,21,11],[23,6,23,7],[22,6,22,7],[22,8,22,9],[22,10,22,11],[23,2,23,3],[23,4,23,5],[37,10,37,11],[37,8,37,9],[37,6,37,7],[40,6,40,7],[36,6,36,7],[36,8,36,9],[24,2,24,3],[24,4,24,5],[24,6,24,7],[38,10,38,11],[42,2,42,3],[41,2,41,3],[40,2,40,3],[39,2,39,3],[44,4,44,5],[43,4,43,5],[42,4,42,5],[43,2,43,3],[46,4,46,5],[46,2,46,3],[45,10,45,11],[40,10,40,11],[38,6,38,7],[39,6,39,7],[43,6,43,7],[44,6,44,7],[45,6,45,7],[52,8,52,9],[53,10,53,11],[52,10,52,11],[53,8,53,9],[47,8,47,9],[46,10,46,11],[47,10,47,11],[43,10,43,11],[44,10,44,11],[46,6,46,7],[46,8,46,9],[41,6,41,7],[42,6,42,7],[52,2,52,3],[47,2,47,3],[54,2,54,11],[17,8,17,9],[38,8,38,9],[24,10,24,11],[24,8,24,9],[10,1,10,2],[5,9,5,10],[13,10,13,11],[13,8,13,9],[9,1,9,3],[6,1,6,3],[6,9,6,10],[13,6,13,7],[13,4,13,5],[13,2,13,3],[5,1,5,3],[32,8,32,9],[53,6,53,7],[52,6,52,7],[53,4,53,5],[52,4,52,5],[53,2,53,3]]}
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Fill in BLUE data boxes or text below to change default assessment\ncriteria scoring or override default cost and safety data:"]
["                     ICAT STAGE 2: ALTERNATIVE SELECTION DECISION RECORD",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Menu Items"]
["                        Developed and Maintained in Cooperation with Georgia DOT",null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"       \",Version)","v":"       CDOT ICAT Version 1.0 | Release Date: 8/30/2021"},null,null,null,null,null,"Assessment Criteria Scoring",null,null,null,null,null,null,null,null,null,null,"Analysis Type"]
["CDOT Project Number:",{"$f":"ProjNo","v":12345},null,null,null,"Existing / Design Year No-Build Traffic Operations",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"--select one--"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Safety Improvement Project"]
["Project Location:",{"$f":"CONCATENATE(Road1, \" @ \",Road2)","v":"Colorado Street @ 30th Street"},null,null,null,"Traffic Analysis Measure of Effectiveness",null,null,null,"Intersection Delay",null,null,null,null,"Criteria","Default","Override (%)","Value Used",null,null,null,null,null,null,null,"Operational Improvement Project"]
["Existing Intersection Control: ",{"$f":"ExistControl","v":"Conventional Minor Stop"},null,null,null,"Traffic Analysis Software Used",null,null,null,"Synchro 10",null,null,null,null,"Cost Estimate",0.2,null,{"$f":"IF(Q7=\"\",P7,Q7)","v":0.2}]
["County/Region:",{"$f":"CONCATENATE(County,\" / CDOT \",Region)","v":"Boulder / CDOT Region 1"},null,null,null,"Analysis Time Period",null,null,null,{"$f":"Peak1","v":"AM Peak Hr"},{"$f":"Peak2","v":"PM Peak Hr"},null,null,null,"Operations",{"$f":"IF(AnalysisType=Stage2!Z5,0.25,0.3)","v":0.25},null,{"$f":"IF(Q8=\"\",P8,Q8)","v":0.25},null,null,null,null,null,null,null,"Analysis Type","Political Support"]
["Area Type:",{"$f":"Area","v":"Suburban"},null,null,null,{"$f":"IF(J6=\"Network Delay\",CONCATENATE(ExistYr,\" Existing No-Build Peak Hr Network Delay\"), CONCATENATE(ExistYr,\" Existing No-Build Peak Hr Intersection Delay\"))","v":"2021 Existing No-Build Peak Hr Intersection Delay"},null,null,null,48,53,null,null,null,"Safety",{"$f":"IF(AnalysisType=Stage2!Z5,0.35,0.3)","v":0.35},null,{"$f":"IF(Q9=\"\",P9,Q9)","v":0.35},null,null,null,null,null,null,null,"Intersection Delay","Strong"]
["Prepared by:",{"$f":"PreparedBy","v":"Region Traffic Engineer"},null,null,null,{"$f":"CONCATENATE(ExistYr,\" Existing No-Build Peak Hr Intersection V/C ratio\")","v":"2021 Existing No-Build Peak Hr Intersection V/C ratio"},null,null,null,0.85,0.95,null,null,null,"Environmental",0.1,null,{"$f":"IF(Q10=\"\",P10,Q10)","v":0.1},null,null,null,null,null,null,null,"Network Delay","Supportive"]
["Date: ",{"$f":"Date","v":"2021-07-27"},null,null,null,{"$f":"IF(J6=\"Network Delay\",CONCATENATE(IntersectionData!E46,\" Design Yr No-Build Peak Hr Network Delay\"), CONCATENATE(IntersectionData!E46,\" Design Yr No-Build Peak Hr Intersection Delay\"))","v":"2043 Design Yr No-Build Peak Hr Intersection Delay"},null,null,null,80,115,null,null,null,"Project Support",{"$f":"1-SUM(P7:P10)","v":9.9999999999999978E-2},null,{"$f":"IF(Q11=\"\",P11,Q11)","v":9.9999999999999978E-2},null,null,null,null,null,null,null,"Warrants","Neutral"]
["Type of Project:",{"$f":"AnalysisType","v":"Safety Improvement Project"},null,null,null,{"$f":"CONCATENATE(IntersectionData!E46,\" Design Yr No-Build Peak Hr Intersection V/C ratio\")","v":"2043 Design Yr No-Build Peak Hr Intersection V/C ratio"},null,null,null,1.1399999999999999,1.3,null,null,null,null,null,null,{"$f":"SUM(R7:R11)","v":1},{"$f":"IF(R12<>1,\" Warning: scoring criteria must total to 100%\",\"\")","v":""},null,null,null,null,null,null,"None","Negative"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Cost Data Override (if generated independent of CostEst Tool)",null,null,null,null,null,null,null,null,null,null,null,"Meets AWS only","Opposition"]
["Alternatives Analysis",null,"Alternative 1",null,"Alternative 2",null,"Alternative 3",null,"Alternative 4",null,"Alternative 5",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Meets Signal Warrants","Unknown"]
["Proposed Control Type Improvement:",null,{"$f":"IF(Alternative1=\"\",\"N/A\",Alternative1)","v":"Displaced Left-Turn / CFI"},null,{"$f":"IF(Alternative2=\"\",\"N/A\",Alternative2)","v":"Multilane Roundabout"},null,{"$f":"IF(Alternative3=\"\",\"N/A\",Alternative3)","v":"Superstreet / RCI"},null,{"$f":"IF(Alternative4=\"\",\"N/A\",Alternative4)","v":"Bowtie Intersection"},null,{"$f":"IF(Alternative5=\"\",\"N/A\",Alternative5)","v":"Signalized Intersection"},null,null,null,{"$f":"Alternative1","v":"Displaced Left-Turn / CFI"},{"$f":"Alternative2","v":"Multilane Roundabout"},{"$f":"Alternative3","v":"Superstreet / RCI"},{"$f":"Alternative4","v":"Bowtie Intersection"},{"$f":"Alternative5","v":"Signalized Intersection"},null,null,null,null,null,null,"Analysis Tools","Environmental Impacts"]
["Project Cost (From Cost Worksheet)",null,"Add addt'l description here",null,"Add addt'l description here",null,"Add addt'l description here",null,"Add addt'l description here",null,"Add addt'l description here",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"--select one--","None"]
["Construction Cost",null,{"$f":"IF(O17<>0,O17,C70)","v":1083111.111111111},null,{"$f":"IF(P17<>0,P17,D70)","v":1370071.4359595962},null,{"$f":"IF(Q17<>0,Q17,E70)","v":791175.08417508437},null,{"$f":"IF(R17<>0,R17,F70)","v":986809.23478114489},null,{"$f":"IF(S17<>0,S17,G70)","v":231974.74747474748},null,null,"Construction Cost ",0,0,0,0,0,null,null,null,null,null,null,"HCS7","Minimal"]
["ROW Cost",null,{"$f":"IF(O18<>0,O18,C71)","v":131313.13131313131},null,{"$f":"IF(P18<>0,P18,D71)","v":61478.420569329661},null,{"$f":"IF(Q18<>0,Q18,E71)","v":145546.3728191001},null,{"$f":"IF(R18<>0,R18,F71)","v":12511.47842056933},null,{"$f":"IF(S18<>0,S18,G71)","v":10330.578512396694},null,null,"ROW Cost ",0,0,0,0,0,null,null,null,null,null,null,"HCS 2010","Significant"]
["Environmental Cost",null,{"$f":"IF(O19<>0,O19,C72)","v":40000},null,{"$f":"IF(P19<>0,P19,D72)","v":30000},null,{"$f":"IF(Q19<>0,Q19,E72)","v":0},null,{"$f":"IF(R19<>0,R19,F72)","v":0},null,{"$f":"IF(S19<>0,S19,G72)","v":0},null,null,"Environmental Cost ",0,0,0,0,0,null,null,null,null,null,null,"SIDRA 6",10000]
["Reimbursable Utility Cost",null,{"$f":"IF(O20<>0,O20,C73)","v":32493.333333333328},null,{"$f":"IF(P20<>0,P20,D73)","v":41102.143078787885},null,{"$f":"IF(Q20<>0,Q20,E73)","v":23735.25252525253},null,{"$f":"IF(R20<>0,R20,F73)","v":29604.277043434344},null,{"$f":"IF(S20<>0,S20,G73)","v":6959.2424242424249},null,null,"Reimbursable Utility Cost ",0,0,0,0,0,null,null,null,null,null,null,"SIDRA 7",25000]
["Design & Contingency Cost",null,{"$f":"IF(O21<>0,O21,C74)","v":541555.5555555555},null,{"$f":"IF(P21<>0,P21,D74)","v":685035.71797979809},null,{"$f":"IF(Q21<>0,Q21,E74)","v":395587.54208754218},null,{"$f":"IF(R21<>0,R21,F74)","v":493404.61739057244},null,{"$f":"IF(S21<>0,S21,G74)","v":115987.37373737374},null,null,"Design/Contingency Cost ",0,0,0,0,0,null,null,null,null,null,null,"Rodel",50000]
["Cost Adjustment (justification req'd)",null,{"$f":"O22","v":0},null,{"$f":"P22","v":0},null,{"$f":"Q22","v":0},null,{"$f":"R22","v":0},null,{"$f":"S22","v":0.25},null,null,"Cost Adjustment \n(justification required)",0,0,0,0,0.25,null,null,null,null,null,null,"Synchro 8",75000]
["Total Cost",null,{"$f":"SUM(C17:C21)","v":1828473.131313131},null,{"$f":"SUM(E17:E21)","v":2187687.717587512},null,{"$f":"SUM(G17:G21)","v":1356044.2516069792},null,{"$f":"SUM(I17:I21)","v":1522329.6076357211},null,{"$f":"SUM(K17:K21)","v":365251.94214876031},null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Synchro 9",100000]
["Traffic Operations",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Synchro 10",150000]
["   Traffic Analysis Software Used",null,"Synchro 10",null,"Synchro 10",null,"SIDRA 7",null,"Synchro 10",null,"Synchro 10",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"VISSIM 6.0",200000]
["Analysis Period",null,{"$f":"Peak1","v":"AM Peak Hr"},{"$f":"Peak2","v":"PM Peak Hr"},{"$f":"Peak1","v":"AM Peak Hr"},{"$f":"Peak2","v":"PM Peak Hr"},{"$f":"Peak1","v":"AM Peak Hr"},{"$f":"Peak2","v":"PM Peak Hr"},{"$f":"Peak1","v":"AM Peak Hr"},{"$f":"Peak2","v":"PM Peak Hr"},{"$f":"Peak1","v":"AM Peak Hr"},{"$f":"Peak2","v":"PM Peak Hr"},null,null,null,null,null,null,null,null,null,null,null,null,null,"VISSIM 7.0",250000]
[{"$f":"IF(J6=\"Network Delay\",CONCATENATE(IntersectionData!E46,\" Design Yr Build Network Delay\"), CONCATENATE(IntersectionData!E46,\" Design Yr Build Intersection Delay\"))","v":"2043 Design Yr Build Intersection Delay"},null,40,5,95,120,40,52,45,80,65,79,null,null,null,null,null,null,null,null,null,null,null,null,null,"VISSIM 8.0",300000]
[null,null,{"$f":"IF(C27=0,D27,IF(D27=0,C27,(C27*SplitMin+D27*(1-SplitMin))))","v":21.255625562556254},null,{"$f":"IF(E27=0,F27,IF(F27=0,E27,(E27*SplitMin+F27*(1-SplitMin))))","v":108.38883888388838},null,{"$f":"IF(G27=0,H27,IF(H27=0,G27,(G27*SplitMin+H27*(1-SplitMin))))","v":46.426642664266424},null,{"$f":"IF(I27=0,J27,IF(J27=0,I27,(I27*SplitMin+J27*(1-SplitMin))))","v":63.744374437443739},null,{"$f":"IF(K27=0,L27,IF(L27=0,K27,(K27*SplitMin+L27*(1-SplitMin))))","v":72.497749774977493},null,null,null,null,null,null,null,null,null,null,null,null,null,null,"VISSIM 9.0",400000]
[{"$f":"IF(J6=\"Network Delay\",\"\",CONCATENATE(IntersectionData!E46,\" Design Yr Build Intersection V/C\"))","v":"2043 Design Yr Build Intersection V/C"},null,0.7,0.85,1.1000000000000001,1.4,0.55000000000000004,0.75,0.75,1.05,0.9,1.05,null,null,null,null,null,null,null,null,null,null,null,null,null,"VISSIM 10.0",500000]
[null,null,{"$f":"IF(C29=0,D29,IF(D29=0,C29,(C29*SplitMin+D29*(1-SplitMin))))","v":0.78033303330333026},null,{"$f":"IF(E29=0,F29,IF(F29=0,E29,(E29*SplitMin+F29*(1-SplitMin))))","v":1.2606660666066607},null,{"$f":"IF(G29=0,H29,IF(H29=0,G29,(G29*SplitMin+H29*(1-SplitMin))))","v":0.65711071107110708},null,{"$f":"IF(I29=0,J29,IF(J29=0,I29,(I29*SplitMin+J29*(1-SplitMin))))","v":0.91066606660666061},null,{"$f":"IF(K29=0,L29,IF(L29=0,K29,(K29*SplitMin+L29*(1-SplitMin))))","v":0.98033303330333033},null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Other (explain below)"]
["Safety Analysis",null,{"$f":"IF(C25=\"Other\",\"Write in other tool here\",\"\")","v":""},null,{"$f":"IF(E25=\"Other\",\"Write in other tool here\",\"\")","v":""},null,{"$f":"IF(G25=\"Other\",\"Write in other tool here\",\"\")","v":""},null,{"$f":"IF(I25=\"Other\",\"Write in other tool here\",\"\")","v":""},null,{"$f":"IF(K25=\"Other\",\"Write in other tool here\",\"\")","v":""},null,null,null,"Safety Data Override (if independently generated CMFs)"]
["Predefined CRF: PDO",null,{"$f":"Scoring!M46","v":0},null,{"$f":"Scoring!M47","v":0.32},null,{"$f":"Scoring!M48","v":0.223},null,{"$f":"Scoring!M49","v":0},{"$f":"IF(Scoring!#REF!=0,\"\",Scoring!#REF!)","v":{"$error":"#REF!"}},{"$f":"Scoring!M50","v":0.38600000000000001},{"$f":"IF(#REF!=0,\"\",Scoring!#REF!)","v":{"$error":"#REF!"}}]
["Predefined CRF: Fatal/Inj",null,{"$f":"Scoring!N46","v":0},null,{"$f":"Scoring!N47","v":0.71},null,{"$f":"Scoring!N48","v":0.41499999999999998},null,{"$f":"Scoring!N49","v":0},null,{"$f":"Scoring!N50","v":0.39899999999999997},{"$f":"IF(#REF!=0,\"\",Scoring!#REF!)","v":{"$error":"#REF!"}},null,null,{"$f":"Alternative1","v":"Displaced Left-Turn / CFI"},{"$f":"Alternative2","v":"Multilane Roundabout"},{"$f":"Alternative3","v":"Superstreet / RCI"},{"$f":"Alternative4","v":"Bowtie Intersection"},{"$f":"Alternative5","v":"Signalized Intersection"}]
["   Predefined CRF Source:",null,{"$f":"Scoring!W46","v":"-"},null,{"$f":"Scoring!W47","v":"FHWA Clearinghouse IDs: 236 / 237"},null,{"$f":"Scoring!W48","v":"FHWA Clearinghouse IDs: 10059 / 10058"},null,{"$f":"Scoring!W49","v":"-"},null,{"$f":"Scoring!W50","v":"FHWA Clearinghouse IDs: 7982 / 7984"}]
["User Defined CRF: PDO",null,0.2,null,{"$f":"IF(P35=0,\"\",P35)","v":""},null,null,null,0.24,null,{"$f":"IF(S35=0,\"\",S35)","v":""},null,null,"User Defined CRF: PDO "]
["User Defined CRF: Fatal/Inj",null,0.2,null,{"$f":"IF(P36=0,\"\",P36)","v":""},null,null,null,0.38,null,{"$f":"IF(S36=0,\"\",S36)","v":""},null,null,"User Defined CRF: Fatal/Inj "]
["User Defined CRF Source                        (write in if applicable):",null,"FHWA CFI Guide",null,{"$f":"IF(OR(P37=\"--Source--\",P37=\"\"),\"\",P37)","v":""},null,null,null,"NCHRP Report on Bowtie Intersections",null,{"$f":"IF(OR(S37=\"--Source--\",S37=\"\"),\"\",S37)","v":""},null,null,"User Defined CRF Source  "]
["Environmental Impacts",null,null,null,null,null,null,null,null,null,null,null,null,null,"NOTE: For interchange alternatives, safety Crash Reduction Factors are not generated; safety CRF data must be determined and entered using the Safety Data Override table"]
["Historic District/Property",null,"None",null,"None",null,"None",null,"None",null,"None"]
["Archaeology Resources",null,"None",null,"None",null,"None",null,"None",null,"None"]
["Graveyard",null,"None",null,"None",null,"None",null,"None",null,"None",null,null,"Environmental Impact Notes:"]
["Stream",null,"None",null,"None",null,"None",null,"None",null,"None",null,null,"If environmental impact is expected to be significant, provide justification impact won't jeopardize project delivery using \"Env\" worksheet; Environmental impacts are only preliminary estimates; detailed environmental impact documentation will be included with project concept report"]
["Underground Tank/Hazmat",null,"None",null,"None",null,"None",null,"None",null,"None"]
["Park Land",null,"None",null,"None",null,"None",null,"None",null,"None"]
["EJ Community",null,"None",null,"None",null,"None",null,"None",null,"None"]
["Floodplain ",null,"Minimal",null,"None",null,"None",null,"None",null,"None"]
["Wetland",null,"Minimal",null,"Minimal",null,"None",null,"None",null,"None"]
["T&E Species Habitat",null,"None",null,"None",null,"None",null,"None",null,"None"]
["Stakeholder Support:",null,"Note: Be sure to go back to Costs worksheet to enter mitigation costs for each noted impact"]
["Local Community Support",null,"Neutral",null,"Strong",null,"Supportive",null,"Unknown",null,"Neutral"]
["CDOT Region Support",null,"Supportive",null,"Supportive",null,"Neutral",null,"Unknown",null,"Negative"]
[]
["Final ICAT Stage 2 Score:",null,{"$f":"Score1","v":4.3451005087227372},null,{"$f":"Score2","v":4.0367283366188751},null,{"$f":"Score3","v":5.5332142992576596},null,{"$f":"Score4","v":4.4861338654526426},null,{"$f":"Score5","v":5.1197123693362672}]
["Rank of Control Type Alternatives:",null,{"$f":"RANK(C53,$C$53:$L$53)","v":4},null,{"$f":"RANK(E53,$C$53:$L$53)","v":5},null,{"$f":"RANK(G53,$C$53:$L$53)","v":1},null,{"$f":"RANK(I53,$C$53:$L$53)","v":3},null,{"$f":"RANK(K53,$C$53:$L$53)","v":2}]
[null,null,{"$f":"IF(Warrant=\"no\",\"Note: Based on extrapolated volumes from peak hr data, this intersection MAY not meet MUTCD 8-hour signal warrants; a detailed warrant analysis should be conducted prior to recommending an alternative that assumes signal control\",\"\")","v":""},null,null,null,null,null,null,null,null,null,null,"<-- Note: Warning will appear to right if intersection MAY not meet MUTCD signal warrants in the opening year."]
["Provide additional comments and/or explain any unique analysis inputs, or results (as necessary):"]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"`"]
[null,null,{"$f":"Costs!H$37","v":1083111.111111111},{"$f":"Costs!H$39","v":1370071.4359595962},{"$f":"Costs!H$41","v":791175.08417508437},{"$f":"Costs!H$43","v":986809.23478114489},{"$f":"Costs!H$45","v":185579.79797979799},"Construction Cost"]
[null,null,{"$f":"ROWcost1","v":131313.13131313131},{"$f":"ROWcost2","v":61478.420569329661},{"$f":"ROWcost3","v":145546.3728191001},{"$f":"ROWcost4","v":12511.47842056933},{"$f":"ROWcost5","v":8264.4628099173551},"ROW Cost"]
[null,null,{"$f":"EnvCost1","v":40000},{"$f":"EnvCost2","v":30000},{"$f":"EnvCost3","v":0},{"$f":"EnvCost4","v":0},{"$f":"EnvCost5","v":0},"Environmental Cost"]
[null,null,{"$f":"Costs!K$37","v":32493.333333333328},{"$f":"Costs!K$39","v":41102.143078787885},{"$f":"Costs!K$41","v":23735.25252525253},{"$f":"Costs!K$43","v":29604.277043434344},{"$f":"Costs!K$45","v":5567.3939393939399},"Reimbursable Utility Cost"]
[null,null,{"$f":"Costs!L$37","v":541555.5555555555},{"$f":"Costs!L$39","v":685035.71797979809},{"$f":"Costs!L$41","v":395587.54208754218},{"$f":"Costs!L$43","v":493404.61739057244},{"$f":"Costs!L$45","v":92789.898989898997},"Design & Contingency Cost"]
[null,null,{"$f":"O22","v":0},{"$f":"P22","v":0},{"$f":"Q22","v":0},{"$f":"R22","v":0},{"$f":"S22","v":0.25},"Adjustment Percentage"]
[null,null,{"$f":"SUM(C63:C67)","v":1828473.131313131},{"$f":"SUM(D63:D67)","v":2187687.717587512},{"$f":"SUM(E63:E67)","v":1356044.2516069792},{"$f":"SUM(F63:F67)","v":1522329.6076357211},{"$f":"SUM(G63:G67)","v":292201.55371900828},"Total Cost"]
[null,"Adjusted Costs",{"$f":"C63*(1+C$68)","v":1083111.111111111},{"$f":"D63*(1+D$68)","v":1370071.4359595962},791175.08417508437,986809.23478114489,231974.74747474748,"New Construction Cost"]
[null,null,{"$f":"C64*(1+C$68)","v":131313.13131313131},61478.420569329661,145546.3728191001,12511.47842056933,10330.578512396694,"New ROW Cost"]
[null,null,40000,30000,0,0,0,"New Environmental Cost"]
[null,null,32493.333333333328,41102.143078787885,23735.25252525253,29604.277043434344,6959.2424242424249,"New Reimbursable Utility Cost"]
[null,null,541555.5555555555,685035.71797979809,395587.54208754218,493404.61739057244,115987.37373737374,"New Design & Contingency Cost"]
[null,null,{"$f":"SUM(C70:C74)","v":1828473.131313131},{"$f":"SUM(D70:D74)","v":2187687.717587512},1356044.2516069792,1522329.6076357211,365251.94214876031,"New Total Cost"]

{"sheet":"Scoring","index":6,"n_rows":92,"n_cols":61,"rows_kept":92,"cut":false,"hidden":true,"merged":[[73,3,73,4],[73,5,73,6],[54,1,54,5],[79,1,79,2],[84,3,84,4],[0,0,0,5],[1,0,1,5],[91,1,91,2],[89,1,89,2],[84,1,84,2],[91,3,91,4],[89,3,89,4],[79,5,79,6],[91,5,91,6],[89,5,89,6],[4,0,4,5],[84,5,84,6],[46,0,46,5],[79,3,79,4],[73,1,73,2],[10,0,10,5],[79,9,79,10],[84,9,84,10],[89,9,89,10],[91,9,91,10],[2,7,3,7],[42,10,43,11],[84,7,84,8],[79,7,79,8],[91,7,91,8],[89,7,89,8],[1,22,1,59],[2,22,2,27],[2,30,2,35],[2,38,2,43],[2,46,2,51],[2,54,2,59],[42,12,43,13],[43,14,44,14],[42,0,42,5],[30,0,30,5],[11,4,11,5],[11,1,11,2]]}
["CDOT Intersection Control Evaluation (ICE) Stage 2 Analysis Computation Sheet",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"CMF PreInt:",{"$f":"VLOOKUP(ExistControl,IntersectionData!BG41:BH46,2,FALSE)","v":1},null,"CMF Type:",{"$f":"IF(Area=\"Rural\",0,IF(Area=\"Small Urban\",2,4))","v":4},null,null,null,null,"CMF Column:",{"$f":"7+(Y1*8)+AB1","v":19}]
[{"$f":"Version","v":"CDOT ICAT Version 1.0 | Release Date: 8/30/2021"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Existing Intersection Control"]
[null,null,null,null,null,null,null,"Stage 1 Rank","Alternatives Selection",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IntersectionData!BG42","v":"Conventional Minor Stop"},null,null,null,null,null,null,null,{"$f":"IntersectionData!BG43","v":"Conventional All Way Stop"},null,null,null,null,null,null,null,{"$f":"IntersectionData!BG44","v":"Signalized Intersection"},null,null,null,null,null,null,null,{"$f":"IntersectionData!BG45","v":"Diamond Interchange"},null,null,null,null,null,null,null,{"$f":"IntersectionData!BG46","v":"New Intersection or Other"}]
[null,{"$f":"Alternative1","v":"Displaced Left-Turn / CFI"},{"$f":"Alternative2","v":"Multilane Roundabout"},{"$f":"Alternative3","v":"Superstreet / RCI"},{"$f":"Alternative4","v":"Bowtie Intersection"},{"$f":"Alternative5","v":"Signalized Intersection"},null,null,"Proposed Control Type",null,null,null,null,null,null,null,null,null,null,null,null,null,"Rural (All)","Rural (F/Inj)","Suburb (All)","Suburb (F/Inj)","Urban (All)","Urban (F/Inj)",null,null,"Rural (All)","Rural (F/Inj)","Suburb (All)","Suburb (F/Inj)","Urban (All)","Urban (F/Inj)",null,null,"Rural (All)","Rural (F/Inj)","Suburb (All)","Suburb (F/Inj)","Urban (All)","Urban (F/Inj)",null,null,"Rural (All)","Rural (F/Inj)","Suburb (All)","Suburb (F/Inj)","Urban (All)","Urban (F/Inj)",null,null,"Rural (All)","Rural (F/Inj)","Suburb (All)","Suburb (F/Inj)","Urban (All)","Urban (F/Inj)","Source"]
["Cost Estimates",null,null,null,null,null,null,{"$f":"Stage1!AE14","v":38},{"$f":"Stage1!C14","v":"-- select --"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA Clearinghouse"]
[null,{"$f":"Stage2!C23","v":1828473.131313131},{"$f":"Stage2!E23","v":2187687.717587512},{"$f":"IF(D4=\"\",0,Stage2!G23)","v":1356044.2516069792},{"$f":"IF(E4=\"\",0,Stage2!I23)","v":1522329.6076357211},{"$f":"IF(F4=\"\",0,Stage2!K23)","v":365251.94214876031},null,{"$f":"Stage1!AE15","v":37},{"$f":"Stage1!C15","v":"-- select --"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA Clearinghouse"]
["Avg of Cost Estimates:",{"$f":"IF(SUM(B6:F6)=0,0,AVERAGEIF(B6:F6,\"<>0\"))","v":1451957.3300584208},null,null,null,null,null,{"$f":"Stage1!AE16","v":17},{"$f":"Stage1!C16","v":"Minor Street Stop"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA Clearinghouse"]
["<50% of Avg Costs:",{"$f":"B7/2","v":725978.66502921039},10,null,null,null,null,{"$f":"Stage1!AE17","v":15},{"$f":"Stage1!C17","v":"All-Way Stop"},null,null,null,null,null,null,null,null,null,null,null,null,null,315,3128,3127,3128,310,314,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA Clearinghouse"]
[">200% of Avg Costs:",{"$f":"B7*2","v":2903914.6601168416},0,null,null,null,null,{"$f":"Stage1!AE18","v":10},{"$f":"Stage1!C18","v":"Right-In/Right-out"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA Clearinghouse"]
["Cost Score:",{"$f":"IF(B6>$B7*2,0,IF(B6=0,10,MIN(TREND($C8:$C9,$B8:$B9,B6),10)))","v":4.937893176059287},{"$f":"IF(C6>$B7*2,0,IF(C6=0,0,MIN(TREND($C8:$C9,$B8:$B9,C6),10)))","v":3.2885582686763559},{"$f":"IF(D6>$B7*2,0,IF(D6=0,0,MIN(TREND($C8:$C9,$B8:$B9,D6),10)))","v":7.1070518692978508},{"$f":"IF(E6>$B7*2,0,IF(E6=0,0,MIN(TREND($C8:$C9,$B8:$B9,E6),10)))","v":6.3435521319143779},{"$f":"IF(F6>$B7*2,0,IF(F6=0,0,MIN(TREND($C8:$C9,$B8:$B9,F6),10)))","v":10},null,{"$f":"Stage1!AE19","v":36},{"$f":"Stage1!C19","v":"Right-in/Right-out/Left-in (3/4 access)"},null,null,null,null,null,null,null,null,null,null,null,null,null,2070,2069,2070,2069,2070,2069,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA Clearinghouse"]
["Operations",null,null,null,null,null,null,{"$f":"Stage1!AE20","v":11},{"$f":"Stage1!C20","v":"RIRO w/downstream U-Turn"},null,null,null,null,null,null,null,null,null,null,null,null,null,5555,5556,5555,5556,5555,5556,null,null,351,353,351,353,351,353,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA Clearinghouse"]
["Delay & V/C","Intersection Delay (50%)",null,null,"V/C Ratio (50%)",null,null,{"$f":"Stage1!AE21","v":13},{"$f":"Stage1!C21","v":"Mini Roundabout"},null,null,null,null,null,null,null,null,null,null,null,null,null,5227,5228,5227,5228,5227,5228,null,null,242,211,242,210,242,210,null,null,225,4225,4192,4259,4192,4259,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA Clearinghouse"]
["Min Delay:",0,10,"Min V/C:",0.25,10,null,{"$f":"Stage1!AE22","v":35},{"$f":"Stage1!C22","v":"Single Lane Roundabout"},null,null,null,null,null,null,null,null,null,null,null,null,null,229,230,233,234,233,234,null,null,242,211,242,210,242,210,null,null,225,4225,4192,4259,4192,4259,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA Clearinghouse"]
["Worst Operations:",{"$f":"IF(IntersectionData!L22=\"Rural\",55,80)","v":80},0,"Max Capacity",{"$f":"IF(IntersectionData!L22=\"Rural\",0.85,1)","v":1},0,null,{"$f":"Stage1!AE23","v":2},{"$f":"Stage1!C23","v":"Multilane Roundabout"},null,null,null,null,null,null,null,null,null,null,null,null,null,236,237,236,237,236,237,null,null,6158,6159,6158,6159,6158,6159,null,null,4196,4195,4196,4195,4196,4195,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA Clearinghouse"]
["Max Delay:",{"$f":"IF(IntersectionData!L22=\"Rural\",180,240)","v":240},-10,"Max V/C:",2,-10,null,{"$f":"Stage1!AE24","v":8},{"$f":"Stage1!C24","v":"RCUT / J-Turn (stop control)"},null,null,null,null,null,null,null,null,null,null,null,null,null,2070,2069,2070,2069,2070,2069,null,null,2753,2755,2753,2755,2753,2755,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA Clearinghouse"]
["Delay Score (Avg AM/PM):",{"$f":"IF(Stage2!C28=0,0,IF(Stage2!C28>$B$14,TREND($C$14:$C$15,$B$14:$B$15,Stage2!C28),TREND($C$13:$C$14,$B$13:$B$14,Stage2!C28)))","v":7.3430468046804682},{"$f":"IF(Stage2!E28=0,0,IF(Stage2!E28>$B$14,TREND($C$14:$C$15,$B$14:$B$15,Stage2!E28),TREND($C$13:$C$14,$B$13:$B$14,Stage2!E28)))","v":-1.7743024302430239},{"$f":"IF(Stage2!G28=0,0,IF(Stage2!G28>$B$14,TREND($C$14:$C$15,$B$14:$B$15,Stage2!G28),TREND($C$13:$C$14,$B$13:$B$14,Stage2!G28)))","v":4.196669666966697},{"$f":"IF(Stage2!I28=0,0,IF(Stage2!I28>$B$14,TREND($C$14:$C$15,$B$14:$B$15,Stage2!I28),TREND($C$13:$C$14,$B$13:$B$14,Stage2!I28)))","v":2.0319531953195327},{"$f":"IF(Stage2!K28=0,0,IF(Stage2!K28>$B$14,TREND($C$14:$C$15,$B$14:$B$15,Stage2!K28),TREND($C$13:$C$14,$B$13:$B$14,Stage2!K28)))","v":0.93778127812781342},null,{"$f":"Stage1!AE25","v":18},{"$f":"Stage1!C25","v":"High-T (unsignalized)"},null,null,null,null,null,null,null,null,null,null,null,null,null,2753,2755,2753,2755,2753,2755,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA Clearinghouse"]
["V/C Score (Avg AM/PM):",{"$f":"IF(MOEs=\"Network Delay\",0,IF(Stage2!C30=0,0,IF(Stage2!C30>$E$14,TREND($F$14:$F$15,$E$14:$E$15,Stage2!C30),TREND($F$13:$F$14,$E$13:$E$14,Stage2!C30))))","v":2.9288928892889299},{"$f":"IF(MOEs=\"Network Delay\",0,IF(Stage2!E30=0,0,IF(Stage2!E30>$E$14,TREND($F$14:$F$15,$E$14:$E$15,Stage2!E30),TREND($F$13:$F$14,$E$13:$E$14,Stage2!E30))))","v":-2.6066606660666061},{"$f":"IF(MOEs=\"Network Delay\",0,IF(Stage2!G30=0,0,IF(Stage2!G30>$E$14,TREND($F$14:$F$15,$E$14:$E$15,Stage2!G30),TREND($F$13:$F$14,$E$13:$E$14,Stage2!G30))))","v":4.5718571857185726},{"$f":"IF(MOEs=\"Network Delay\",0,IF(Stage2!I30=0,0,IF(Stage2!I30>$E$14,TREND($F$14:$F$15,$E$14:$E$15,Stage2!I30),TREND($F$13:$F$14,$E$13:$E$14,Stage2!I30))))","v":1.1911191119111919},{"$f":"IF(MOEs=\"Network Delay\",0,IF(Stage2!K30=0,0,IF(Stage2!K30>$E$14,TREND($F$14:$F$15,$E$14:$E$15,Stage2!K30),TREND($F$13:$F$14,$E$13:$E$14,Stage2!K30))))","v":0.26222622262226203},null,{"$f":"Stage1!AE26","v":14},{"$f":"Stage1!C26","v":"Unsignalized Offset-T Intersection"},null,null,null,null,null,null,null,null,null,null,null,null,null,12100,12101,12100,12101,12100,12101,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"CalTrans Study"]
["Delay, V/C Ops Score:",{"$f":"IF(B4=\"N/A\",0,B16*0.5+B17*0.5)","v":5.1359698469846986},{"$f":"IF(C4=\"N/A\",0,C16*0.5+C17*0.5)","v":-2.190481548154815},{"$f":"IF(D4=\"N/A\",0,D16*0.5+D17*0.5)","v":4.3842634263426348},{"$f":"IF(E4=\"N/A\",0,E16*0.5+E17*0.5)","v":1.6115361536153623},{"$f":"IF(F4=\"N/A\",0,F16*0.5+F17*0.5)","v":0.60000375037503773},null,{"$f":"Stage1!AE27","v":34},{"$f":"Stage1!C27","v":"Other Signalized Intersection (Describe)"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA Clearinghouse"]
["Network Delay (avg AM/PM)",{"$f":"Stage2!C28","v":21.255625562556254},{"$f":"Stage2!E28","v":108.38883888388838},{"$f":"Stage2!G28","v":46.426642664266424},{"$f":"Stage2!I28","v":63.744374437443739},{"$f":"Stage2!K28","v":72.497749774977493},null,{"$f":"Stage1!AE28","v":5},{"$f":"Stage1!C28","v":"Signalized Intersection"},null,null,null,null,null,null,null,null,null,null,null,null,null,325,7984,7982,7984,7982,7984,null,null,325,325,9145,9145,9145,9145,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA Clearinghouse"]
["Average of Network Delay:",{"$f":"AVERAGEIF(B19:F19,\"<>0\")","v":62.462646264626457},null,null,null,null,null,{"$f":"Stage1!AE29","v":7},{"$f":"Stage1!C29","v":"Median U-Turn"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,5231,5231,5231,5231,5231,5231,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA Clearinghouse"]
["<50% of Avg Network Delay:",{"$f":"B20/2","v":31.231323132313229},10,null,null,null,null,{"$f":"Stage1!AE30","v":3},{"$f":"Stage1!C30","v":"Superstreet / RCI"},null,null,null,null,null,null,null,null,null,null,null,null,null,10059,10058,10059,10058,10059,10058,null,null,null,null,null,null,null,null,null,null,9984,9984,9984,9984,9984,9984,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA Clearinghouse"]
[">200% of Avg Network Delay:",{"$f":"B20*2","v":124.92529252925291},0,null,null,null,null,{"$f":"Stage1!AE31","v":1},{"$f":"Stage1!C31","v":"Displaced Left-Turn / CFI"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,10301,10301,10301,10301,10301,10301,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA Clearinghouse"]
["Network Ops Score:",{"$f":"IF(B19>$B$20*2,0,IF(B19=0,0,MIN(TREND($C$21:$C$22,$B$21:$B$22,B19),10)))","v":10},{"$f":"IF(C19>$B$20*2,0,IF(C19=0,0,MIN(TREND($C$21:$C$22,$B$21:$B$22,C19),10)))","v":1.7649432243933365},{"$f":"IF(D19>$B$20*2,0,IF(D19=0,0,MIN(TREND($C$21:$C$22,$B$21:$B$22,D19),10)))","v":8.3781966299690662},{"$f":"IF(E19>$B$20*2,0,IF(E19=0,0,MIN(TREND($C$21:$C$22,$B$21:$B$22,E19),10)))","v":6.5298672353834037},{"$f":"IF(F19>$B$20*2,0,IF(F19=0,0,MIN(TREND($C$21:$C$22,$B$21:$B$22,F19),10)))","v":5.5956155013737581},null,{"$f":"Stage1!AE32","v":12},{"$f":"Stage1!C32","v":"Continuous Green-T"},null,null,null,null,null,null,null,null,null,null,null,null,null,12110,12111,12112,12113,12112,12113,null,null,10110,10110,10110,10110,10110,10110,null,null,8655,8655,8655,8655,8655,8655,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Combination of UNS to SIG+  SIG to High-T"]
["Safety",null,null,null,null,null,null,{"$f":"Stage1!AE33","v":6},{"$f":"Stage1!C33","v":"Signalized Offset-T Intersection"},null,null,null,null,null,null,null,null,null,null,null,null,null,12100,12101,12100,12101,12100,12101]
["CRFPDO",{"$f":"IF(Stage2!C35<>\"\",Stage2!C35,Stage2!C32)","v":0.2},{"$f":"IF(Stage2!E35<>\"\",Stage2!E35,Stage2!E32)","v":0.32},{"$f":"IF(Stage2!G35<>\"\",Stage2!G35,Stage2!G32)","v":0.223},{"$f":"IF(Stage2!I35<>\"\",Stage2!I35,Stage2!I32)","v":0.24},{"$f":"IF(Stage2!K35<>\"\",Stage2!K35,Stage2!K32)","v":0.38600000000000001},null,{"$f":"Stage1!AE34","v":16},{"$f":"Stage1!C34","v":"Jughandle"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA Clearinghouse"]
["CRFFATAL/INJ",{"$f":"IF(Stage2!C36<>\"\",Stage2!C36,Stage2!C33)","v":0.2},{"$f":"IF(Stage2!E36<>\"\",Stage2!E36,Stage2!E33)","v":0.71},{"$f":"IF(Stage2!G36<>\"\",Stage2!G36,Stage2!G33)","v":0.41499999999999998},{"$f":"IF(Stage2!I36<>\"\",Stage2!I36,Stage2!I33)","v":0.38},{"$f":"IF(Stage2!K36<>\"\",Stage2!K36,Stage2!K33)","v":0.39899999999999997},null,{"$f":"Stage1!AE35","v":9},{"$f":"Stage1!C35","v":"Quadrant Roadway"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA Clearinghouse"]
["Weighted Crash Remain:",{"$f":"IF(B25=\"\",0,($B$28-(B26*(CrashFatal*10+CrashInj*5)+B25*(CrashPDO))))","v":34.449999999999996},{"$f":"IF(C25=\"\",0,($B$28-(C26*(CrashFatal*10+CrashInj*5)+C25*(CrashPDO))))","v":16.39},{"$f":"IF(D25=\"\",0,($B$28-(D26*(CrashFatal*10+CrashInj*5)+D25*(CrashPDO))))","v":27.470999999999997},{"$f":"IF(E25=\"\",0,($B$28-(E26*(CrashFatal*10+CrashInj*5)+E25*(CrashPDO))))","v":28.129999999999995},{"$f":"IF(F25=\"\",0,($B$28-(F26*(CrashFatal*10+CrashInj*5)+F25*(CrashPDO))))","v":24.201999999999998},null,{"$f":"Stage1!AE36","v":19},{"$f":"Stage1!C36","v":"Split Intersection"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA Clearinghouse"]
["Total Weighted Crashes:",{"$f":"(CrashPDO+CrashInj*5+CrashFatal*10)*0.85","v":45.05},0,null,null,null,null,{"$f":"Stage1!AE37","v":4},{"$f":"Stage1!C37","v":"Bowtie Intersection"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA Clearinghouse"]
["No crashes:",0,10,null,null,null,null,{"$f":"Stage1!AE38","v":33},{"$f":"Stage1!C38","v":"Other Unsignalized Intersection (Describe)"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA Clearinghouse"]
["Safety Score:",{"$f":"IF(Alternative1=\"\",0,IF(B27=0,0,TREND($C$28:$C$29,$B$28:$B$29,B27)))","v":2.3529411764705879},{"$f":"IF(Alternative2=\"\",0,IF(C27=\"\",0,IF(C27=0,0,TREND($C$28:$C$29,$B$28:$B$29,C27))))","v":6.3618201997780233},{"$f":"IF(Alternative3=\"\",0,IF(D27=\"\",0,IF(D27=0,0,TREND($C$28:$C$29,$B$28:$B$29,D27))))","v":3.9021087680355162},{"$f":"IF(Alternative4=\"\",0,IF(E27=\"\",0,IF(E27=0,0,TREND($C$28:$C$29,$B$28:$B$29,E27))))","v":3.7558268590455048},{"$f":"IF(Alternative5=\"\",0,IF(F27=\"\",0,IF(F27=0,0,TREND($C$28:$C$29,$B$28:$B$29,F27))))","v":4.6277469478357371},null,{"$f":"Stage1!AE39","v":21},{"$f":"Stage1!C39","v":"Echelon"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA Clearinghouse"]
["Environmental",null,null,null,null,null,null,{"$f":"Stage1!AE40","v":20},{"$f":"Stage1!C40","v":"Center Turn Overpass"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA Clearinghouse"]
["Historic District/Property",{"$f":"IF(Stage2!C39=\"significant\",5,IF(Stage2!C39=\"Minimal\",2,0))","v":0},{"$f":"IF(Stage2!E39=\"significant\",5,IF(Stage2!E39=\"Minimal\",2,0))","v":0},{"$f":"IF(Stage2!G39=\"significant\",5,IF(Stage2!G39=\"Minimal\",2,0))","v":0},{"$f":"IF(Stage2!I39=\"significant\",5,IF(Stage2!I39=\"Minimal\",2,0))","v":0},{"$f":"IF(Stage2!K39=\"significant\",5,IF(Stage2!K39=\"Minimal\",2,0))","v":0},null,{"$f":"Stage1!AE41","v":22},{"$f":"Stage1!C41","v":"Grade-Separated T-Interchange"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA Clearinghouse"]
["Archaeology Resources",{"$f":"IF(Stage2!C40=\"significant\",5,IF(Stage2!C40=\"Minimal\",2,0))","v":0},{"$f":"IF(Stage2!E40=\"significant\",5,IF(Stage2!E40=\"Minimal\",2,0))","v":0},{"$f":"IF(Stage2!G40=\"significant\",5,IF(Stage2!G40=\"Minimal\",2,0))","v":0},{"$f":"IF(Stage2!I40=\"significant\",5,IF(Stage2!I40=\"Minimal\",2,0))","v":0},{"$f":"IF(Stage2!K40=\"significant\",5,IF(Stage2!K40=\"Minimal\",2,0))","v":0},null,{"$f":"Stage1!AE42","v":23},{"$f":"Stage1!C42","v":"Diamond Interchange"},null,null,null,null,null,null,null,null,null,null,null,null,null,466,466,466,466,472,472,null,null,466,466,466,466,472,472,null,null,466,466,466,466,472,472,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA Clearinghouse"]
["Graveyard",{"$f":"IF(Stage2!C41=\"significant\",5,IF(Stage2!C41=\"Minimal\",2,0))","v":0},{"$f":"IF(Stage2!E41=\"significant\",5,IF(Stage2!E41=\"Minimal\",2,0))","v":0},{"$f":"IF(Stage2!G41=\"significant\",5,IF(Stage2!G41=\"Minimal\",2,0))","v":0},{"$f":"IF(Stage2!I41=\"significant\",5,IF(Stage2!I41=\"Minimal\",2,0))","v":0},{"$f":"IF(Stage2!K41=\"significant\",5,IF(Stage2!K41=\"Minimal\",2,0))","v":0},null,{"$f":"Stage1!AE43","v":32},{"$f":"Stage1!C43","v":"Cloverleaf Interchange"},null,null,null,null,null,null,null,null,null,null,null,null,null,473,473,473,473,473,473,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA Clearinghouse"]
["Stream",{"$f":"IF(Stage2!C42=\"significant\",5,IF(Stage2!C42=\"Minimal\",2,0))","v":0},{"$f":"IF(Stage2!E42=\"significant\",5,IF(Stage2!E42=\"Minimal\",2,0))","v":0},{"$f":"IF(Stage2!G42=\"significant\",5,IF(Stage2!G42=\"Minimal\",2,0))","v":0},{"$f":"IF(Stage2!I42=\"significant\",5,IF(Stage2!I42=\"Minimal\",2,0))","v":0},{"$f":"IF(Stage2!K42=\"significant\",5,IF(Stage2!K42=\"Minimal\",2,0))","v":0},null,{"$f":"Stage1!AE44","v":31},{"$f":"Stage1!C44","v":"Partial Cloverleaf (Parclo)"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA Clearinghouse"]
["Underground Tank/Hazmat",{"$f":"IF(Stage2!C43=\"significant\",5,IF(Stage2!C43=\"Minimal\",2,0))","v":0},{"$f":"IF(Stage2!E43=\"significant\",5,IF(Stage2!E43=\"Minimal\",2,0))","v":0},{"$f":"IF(Stage2!G43=\"significant\",5,IF(Stage2!G43=\"Minimal\",2,0))","v":0},{"$f":"IF(Stage2!I43=\"significant\",5,IF(Stage2!I43=\"Minimal\",2,0))","v":0},{"$f":"IF(Stage2!K43=\"significant\",5,IF(Stage2!K43=\"Minimal\",2,0))","v":0},null,{"$f":"Stage1!AE45","v":30},{"$f":"Stage1!C45","v":"Diverging Diamond"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,9658,9658,9658,9658,9658,9658,9658,9658,10300,10300,8258,8258,9013,9013,null,null,null,null,null,null,null,null,"FHWA Clearinghouse"]
["Park Land",{"$f":"IF(Stage2!C44=\"significant\",5,IF(Stage2!C44=\"Minimal\",2,0))","v":0},{"$f":"IF(Stage2!E44=\"significant\",5,IF(Stage2!E44=\"Minimal\",2,0))","v":0},{"$f":"IF(Stage2!G44=\"significant\",5,IF(Stage2!G44=\"Minimal\",2,0))","v":0},{"$f":"IF(Stage2!I44=\"significant\",5,IF(Stage2!I44=\"Minimal\",2,0))","v":0},{"$f":"IF(Stage2!K44=\"significant\",5,IF(Stage2!K44=\"Minimal\",2,0))","v":0},null,{"$f":"Stage1!AE46","v":29},{"$f":"Stage1!C46","v":"Single Point Interchange"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA Clearinghouse"]
["EJ Community",{"$f":"IF(Stage2!C45=\"significant\",5,IF(Stage2!C45=\"Minimal\",2,0))","v":0},{"$f":"IF(Stage2!E45=\"significant\",5,IF(Stage2!E45=\"Minimal\",2,0))","v":0},{"$f":"IF(Stage2!G45=\"significant\",5,IF(Stage2!G45=\"Minimal\",2,0))","v":0},{"$f":"IF(Stage2!I45=\"significant\",5,IF(Stage2!I45=\"Minimal\",2,0))","v":0},{"$f":"IF(Stage2!K45=\"significant\",5,IF(Stage2!K45=\"Minimal\",2,0))","v":0},null,{"$f":"Stage1!AE47","v":28},{"$f":"Stage1!C47","v":"Contraflow Left"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA Clearinghouse"]
["Wooded Area",{"$f":"IF(Stage2!C46=\"significant\",5,IF(Stage2!C46=\"Minimal\",2,0))","v":2},{"$f":"IF(Stage2!E46=\"significant\",5,IF(Stage2!E46=\"Minimal\",2,0))","v":0},{"$f":"IF(Stage2!G46=\"significant\",5,IF(Stage2!G46=\"Minimal\",2,0))","v":0},{"$f":"IF(Stage2!I46=\"significant\",5,IF(Stage2!I46=\"Minimal\",2,0))","v":0},{"$f":"IF(Stage2!K46=\"significant\",5,IF(Stage2!K46=\"Minimal\",2,0))","v":0},null,{"$f":"Stage1!AE48","v":27},{"$f":"Stage1!C48","v":"Single Roundabout Interchange"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA Clearinghouse"]
["Wetland",{"$f":"IF(Stage2!C47=\"significant\",5,IF(Stage2!C47=\"Minimal\",2,0))","v":2},{"$f":"IF(Stage2!E47=\"significant\",5,IF(Stage2!E47=\"Minimal\",2,0))","v":2},{"$f":"IF(Stage2!G47=\"significant\",5,IF(Stage2!G47=\"Minimal\",2,0))","v":0},{"$f":"IF(Stage2!I47=\"significant\",5,IF(Stage2!I47=\"Minimal\",2,0))","v":0},{"$f":"IF(Stage2!K47=\"significant\",5,IF(Stage2!K47=\"Minimal\",2,0))","v":0},null,{"$f":"Stage1!AE49","v":26},{"$f":"Stage1!C49","v":"Double Roundabout Interchange"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,229,230,233,234,233,234,null,null,null,null,null,null,null,null,"FHWA Clearinghouse"]
["T&E Species Habitat",{"$f":"IF(Stage2!C48=\"significant\",5,IF(Stage2!C48=\"Minimal\",2,0))","v":0},{"$f":"IF(Stage2!E48=\"significant\",5,IF(Stage2!E48=\"Minimal\",2,0))","v":0},{"$f":"IF(Stage2!G48=\"significant\",5,IF(Stage2!G48=\"Minimal\",2,0))","v":0},{"$f":"IF(Stage2!I48=\"significant\",5,IF(Stage2!I48=\"Minimal\",2,0))","v":0},{"$f":"IF(Stage2!K48=\"significant\",5,IF(Stage2!K48=\"Minimal\",2,0))","v":0},null,{"$f":"Stage1!AE50","v":24},{"$f":"Stage1!C50","v":"Single Quadrant Interchange"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA Clearinghouse"]
["Environmental Score:",{"$f":"IF(Stage2!C15=\"N/A\",0,MAX(0,10-SUM(B32:B41)))","v":6},{"$f":"IF(Stage2!E15=\"N/A\",0,MAX(0,10-SUM(C32:C41)))","v":8},{"$f":"IF(Stage2!G15=\"N/A\",0,MAX(0,10-SUM(D32:D41)))","v":10},{"$f":"IF(Stage2!I15=\"N/A\",0,MAX(0,10-SUM(E32:E41)))","v":10},{"$f":"IF(Stage2!K15=\"N/A\",0,MAX(0,10-SUM(F32:F41)))","v":10},null,{"$f":"Stage1!AE51","v":25},{"$f":"Stage1!C51","v":"Other Interchange (provide description):"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FHWA Clearinghouse"]
["Project Support",null,null,null,null,null,null,null,null,null,"Clearinghouse ID",null,"Clearinghouse CRF"]
["Local Support",{"$f":"IF(Stage2!C50=\"Strong\",10,IF(Stage2!C50=\"Supportive\",8,IF(Stage2!C50=\"Neutral\",5,IF(Stage2!C50=\"Negative\",2,0))))","v":5},{"$f":"IF(Stage2!E50=\"strong\",10,IF(Stage2!E50=\"Supportive\",8,IF(Stage2!E50=\"Neutral\",5,IF(Stage2!E50=\"Negative\",2,0))))","v":10},{"$f":"IF(Stage2!G50=\"strong\",10,IF(Stage2!G50=\"Supportive\",8,IF(Stage2!G50=\"Neutral\",5,IF(Stage2!G50=\"Negative\",2,0))))","v":8},{"$f":"IF(Stage2!I50=\"strong\",10,IF(Stage2!I50=\"Supportive\",8,IF(Stage2!I50=\"Neutral\",5,IF(Stage2!I50=\"Negative\",2,0))))","v":0},{"$f":"IF(Stage2!K50=\"strong\",10,IF(Stage2!K50=\"Supportive\",8,IF(Stage2!K50=\"Neutral\",5,IF(Stage2!K50=\"Negative\",2,0))))","v":5}]
["CDOT Region Support",{"$f":"IF(Stage2!C51=\"strong\",10,IF(Stage2!C51=\"Supportive\",8,IF(Stage2!C51=\"Neutral\",5,IF(Stage2!C51=\"Negative\",2,0))))","v":8},{"$f":"IF(Stage2!E51=\"strong\",10,IF(Stage2!E51=\"Supportive\",8,IF(Stage2!E51=\"Neutral\",5,IF(Stage2!E51=\"Negative\",2,0))))","v":8},{"$f":"IF(Stage2!G51=\"strong\",10,IF(Stage2!G51=\"Supportive\",8,IF(Stage2!G51=\"Neutral\",5,IF(Stage2!G51=\"Negative\",2,0))))","v":5},{"$f":"IF(Stage2!I51=\"strong\",10,IF(Stage2!I51=\"Supportive\",8,IF(Stage2!I51=\"Neutral\",5,IF(Stage2!I51=\"Negative\",2,0))))","v":0},{"$f":"IF(Stage2!K51=\"strong\",10,IF(Stage2!K51=\"Supportive\",8,IF(Stage2!K51=\"Neutral\",5,IF(Stage2!K51=\"Negative\",2,0))))","v":2},null,null,"Control Type",null,"All","Fat/Inj","All","Fat/Inj",null,"Source",null,null,null,null,null,null,"Source:"]
["Project Support Score:",{"$f":"IF(Stage2!C15=\"N/A\",0,IF(AND(Stage2!C50=\"Unknown\",Stage2!C51=\"Unknown\"),5,IF(OR(Stage2!C50=\"Unknown\",Stage2!C51=\"Unknown\"),MAX(Scoring!B44:B45),SUM(B44:B45)/2)))","v":6.5},{"$f":"IF(Stage2!E15=\"N/A\",0,IF(AND(Stage2!E50=\"Unknown\",Stage2!E51=\"Unknown\"),5,IF(OR(Stage2!E50=\"Unknown\",Stage2!E51=\"Unknown\"),MAX(Scoring!C44:C45),SUM(C44:C45)/2)))","v":9},{"$f":"IF(Stage2!G15=\"N/A\",0,IF(AND(Stage2!G50=\"Unknown\",Stage2!G51=\"Unknown\"),5,IF(OR(Stage2!G50=\"Unknown\",Stage2!G51=\"Unknown\"),MAX(Scoring!D44:D45),SUM(D44:D45)/2)))","v":6.5},{"$f":"IF(Stage2!I15=\"N/A\",0,IF(AND(Stage2!I50=\"Unknown\",Stage2!I51=\"Unknown\"),5,IF(OR(Stage2!I50=\"Unknown\",Stage2!I51=\"Unknown\"),MAX(Scoring!E44:E45),SUM(E44:E45)/2)))","v":5},{"$f":"IF(Stage2!K15=\"N/A\",0,IF(AND(Stage2!K50=\"Unknown\",Stage2!K51=\"Unknown\"),5,IF(OR(Stage2!K50=\"Unknown\",Stage2!K51=\"Unknown\"),MAX(Scoring!F44:F45),SUM(F44:F45)/2)))","v":3.5},null,1,{"$f":"IF(H46<=Alts,VLOOKUP(H46,Stage1!$A$14:$C$53,3,FALSE),\"\")","v":"Displaced Left-Turn / CFI"},null,{"$f":"VLOOKUP(Alternative1,$I$5:$BH$42,CMFid,FALSE)","v":0},{"$f":"VLOOKUP(Alternative1,$I$5:$BH$42,CMFid+1,FALSE)","v":0},{"$f":"IF(K46=0,0,IFERROR(VLOOKUP(Scoring!K46,Clearinghouse!$A$1:$F$8000,6,FALSE),\"-\"))/100","v":0},{"$f":"IF(L46=0,0,IFERROR(VLOOKUP(Scoring!L46,Clearinghouse!$A$1:$F$8000,6,FALSE),\"-\"))/100","v":0},null,{"$f":"IF(M46=0,\"-\",VLOOKUP(Alternative1,$I$5:$BI$42,53))","v":"-"},null,null,null,null,null,null,{"$f":"IF(M46=0,\"-\",IF(M46=N46,CONCATENATE(P46,\" ID:\",K46),CONCATENATE(P46,\" IDs: \",K46,\" / \",L46)))","v":"-"}]
["Evaluation Criteria Totals",null,null,null,null,null,null,2,{"$f":"IF(H47<=Alts,VLOOKUP(H47,Stage1!$A$14:$C$53,3,FALSE),\"\")","v":"Multilane Roundabout"},null,{"$f":"VLOOKUP(Alternative2,$I$5:$BH$42,CMFid,FALSE)","v":236},{"$f":"VLOOKUP(Alternative2,$I$5:$BH$42,CMFid+1,FALSE)","v":237},{"$f":"IF(K47=0,0,IFERROR(VLOOKUP(Scoring!K47,Clearinghouse!$A$1:$F$8000,6,FALSE),\"-\"))/100","v":0.32},{"$f":"IF(L47=0,0,IFERROR(VLOOKUP(Scoring!L47,Clearinghouse!$A$1:$F$8000,6,FALSE),\"-\"))/100","v":0.71},null,{"$f":"IF(M47=0,\"-\",VLOOKUP(Alternative1,$I$5:$BI$42,53))","v":"FHWA Clearinghouse"},null,null,null,null,null,null,{"$f":"IF(M47=0,\"-\",IF(M47=N47,CONCATENATE(P47,\" ID:\",K47),CONCATENATE(P47,\" IDs: \",K47,\" / \",L47)))","v":"FHWA Clearinghouse IDs: 236 / 237"}]
[{"$f":"Stage2!R7","v":0.2},{"$f":"B10*$A48","v":0.9875786352118574},{"$f":"C10*$A48","v":0.65771165373527118},{"$f":"D10*$A48","v":1.4214103738595703},{"$f":"E10*$A48","v":1.2687104263828757},{"$f":"F10*$A48","v":2},null,3,{"$f":"IF(H48<=Alts,VLOOKUP(H48,Stage1!$A$14:$C$53,3,FALSE),\"\")","v":"Superstreet / RCI"},null,{"$f":"VLOOKUP(Alternative3,$I$5:$BH$42,CMFid,FALSE)","v":10059},{"$f":"VLOOKUP(Alternative3,$I$5:$BH$42,CMFid+1,FALSE)","v":10058},{"$f":"IF(K48=0,0,IFERROR(VLOOKUP(Scoring!K48,Clearinghouse!$A$1:$F$8000,6,FALSE),\"-\"))/100","v":0.223},{"$f":"IF(L48=0,0,IFERROR(VLOOKUP(Scoring!L48,Clearinghouse!$A$1:$F$8000,6,FALSE),\"-\"))/100","v":0.41499999999999998},null,{"$f":"IF(M48=0,\"-\",VLOOKUP(Alternative1,$I$5:$BI$42,53))","v":"FHWA Clearinghouse"},null,null,null,null,null,null,{"$f":"IF(M48=0,\"-\",IF(M48=N48,CONCATENATE(P48,\" ID:\",K48),CONCATENATE(P48,\" IDs: \",K48,\" / \",L48)))","v":"FHWA Clearinghouse IDs: 10059 / 10058"}]
[{"$f":"Stage2!R8","v":0.25},{"$f":"IF(Stage2!J6=\"Intersection Delay\",MAX(-10,B18*$A49),MAX(-10,B23*$A49))","v":1.2839924617461747},{"$f":"IF(Stage2!J6=\"Intersection Delay\",MAX(-10,C18*$A49),MAX(-10,C23*$A49))","v":-0.54762038703870375},{"$f":"IF(Stage2!J6=\"Intersection Delay\",MAX(-10,D18*$A49),MAX(-10,D23*$A49))","v":1.0960658565856587},{"$f":"IF(Stage2!J6=\"Intersection Delay\",MAX(-10,E18*$A49),MAX(-10,E23*$A49))","v":0.40288403840384057},{"$f":"IF(Stage2!J6=\"Intersection Delay\",MAX(-10,F18*$A49),MAX(-10,F23*$A49))","v":0.15000093759375943},null,4,{"$f":"IF(H49<=Alts,VLOOKUP(H49,Stage1!$A$14:$C$53,3,FALSE),\"\")","v":"Bowtie Intersection"},null,{"$f":"VLOOKUP(Alternative4,$I$5:$BH$42,CMFid,FALSE)","v":0},{"$f":"VLOOKUP(Alternative4,$I$5:$BH$42,CMFid+1,FALSE)","v":0},{"$f":"IF(K49=0,0,IFERROR(VLOOKUP(Scoring!K49,Clearinghouse!$A$1:$F$8000,6,FALSE),\"-\"))/100","v":0},{"$f":"IF(L49=0,0,IFERROR(VLOOKUP(Scoring!L49,Clearinghouse!$A$1:$F$8000,6,FALSE),\"-\"))/100","v":0},null,{"$f":"IF(M49=0,\"-\",VLOOKUP(Alternative1,$I$5:$BI$42,53))","v":"-"},null,null,null,null,null,null,{"$f":"IF(M49=0,\"-\",IF(M49=N49,CONCATENATE(P49,\" ID:\",K49),CONCATENATE(P49,\" IDs: \",K49,\" / \",L49)))","v":"-"}]
[{"$f":"Stage2!P9","v":0.35},{"$f":"B30*$A$50","v":0.82352941176470573},{"$f":"C30*$A$50","v":2.2266370699223081},{"$f":"D30*$A$50","v":1.3657380688124305},{"$f":"E30*$A$50","v":1.3145394006659266},{"$f":"F30*$A$50","v":1.6197114317425079},null,5,{"$f":"IF(H50<=Alts,VLOOKUP(H50,Stage1!$A$14:$C$53,3,FALSE),\"\")","v":"Signalized Intersection"},null,{"$f":"VLOOKUP(Alternative5,$I$5:$BH$42,CMFid,FALSE)","v":7982},{"$f":"VLOOKUP(Alternative5,$I$5:$BH$42,CMFid+1,FALSE)","v":7984},{"$f":"IF(K50=0,0,IFERROR(VLOOKUP(Scoring!K50,Clearinghouse!$A$1:$F$8000,6,FALSE),\"-\"))/100","v":0.38600000000000001},{"$f":"IF(L50=0,0,IFERROR(VLOOKUP(Scoring!L50,Clearinghouse!$A$1:$F$8000,6,FALSE),\"-\"))/100","v":0.39899999999999997},null,{"$f":"IF(M50=0,\"-\",VLOOKUP(Alternative1,$I$5:$BI$42,53))","v":"FHWA Clearinghouse"},null,null,null,null,null,null,{"$f":"IF(M50=0,\"-\",IF(M50=N50,CONCATENATE(P50,\" ID:\",K50),CONCATENATE(P50,\" IDs: \",K50,\" / \",L50)))","v":"FHWA Clearinghouse IDs: 7982 / 7984"}]
[{"$f":"Stage2!R10","v":0.1},{"$f":"B42*$A51","v":0.60000000000000009},{"$f":"C42*$A51","v":0.8},{"$f":"D42*$A51","v":1},{"$f":"E42*$A51","v":1},{"$f":"F42*$A51","v":1}]
[{"$f":"Stage2!R11","v":9.9999999999999978E-2},{"$f":"B46*$A52","v":0.64999999999999991},{"$f":"C46*$A52","v":0.8999999999999998},{"$f":"D46*$A52","v":0.64999999999999991},{"$f":"E46*$A52","v":0.49999999999999989},{"$f":"F46*$A52","v":0.34999999999999992}]
["Total Score:",{"$f":"IF(SUM(B48:B52)=0,0,SUM(B48:B52))","v":4.3451005087227372},{"$f":"IF(SUM(C48:C52)=0,0,SUM(C48:C52))","v":4.0367283366188751},{"$f":"IF(SUM(D48:D52)=0,0,SUM(D48:D52))","v":5.5332142992576596},{"$f":"IF(SUM(E48:E52)=0,0,SUM(E48:E52))","v":4.4861338654526426},{"$f":"IF(SUM(F48:F52)=0,0,SUM(F48:F52))","v":5.1197123693362672}]
[]
["Total Crashes by Severity:","Correctable Crashes by Alternative"]
[{"$f":"CONCATENATE(\"PDO: \",CrashPDO)","v":"PDO: 23"},{"$f":"CrashPDO","v":23},{"$f":"CrashPDO","v":23},{"$f":"CrashPDO","v":23},{"$f":"CrashPDO","v":23},{"$f":"CrashPDO","v":23}]
[{"$f":"CONCATENATE(\"Injury: \",CrashInj)","v":"Injury: 4"},{"$f":"CrashInj","v":4},{"$f":"CrashInj","v":4},{"$f":"CrashInj","v":4},{"$f":"CrashInj","v":4},{"$f":"CrashInj","v":4}]
[{"$f":"CONCATENATE(\"Fatal: \",CrashFatal)","v":"Fatal: 1"},{"$f":"CrashFatal","v":1},{"$f":"CrashFatal","v":1},{"$f":"CrashFatal","v":1},{"$f":"CrashFatal","v":1},{"$f":"CrashFatal","v":1}]
["Benefit / Cost:"]
["Annual Cost",{"$f":"IF(OR(B$25=\"\",B$26=\"\"),0,B6*$B$71+$B$72)","v":179077.16242424239},{"$f":"IF(OR(C$25=\"\",C$26=\"\"),0,C6*$B$71+$B$72)","v":210328.83143011353},{"$f":"IF(OR(D$25=\"\",D$26=\"\"),0,D6*$B$71+$B$72)","v":137975.84988980717},{"$f":"IF(OR(E$25=\"\",E$26=\"\"),0,E6*$B$71+$B$72)","v":152442.67586430773},{"$f":"IF(OR(F$25=\"\",F$26=\"\"),0,F6*$B$71+$B$72)","v":51776.918966942147}]
["Annual Operations Benefit",{"$f":"IF(B60=0,0,IF(AnalysisType=\"safety funded project\",\"N/A\",B92))","v":1846787.3078125003},{"$f":"IF(C60=0,0,IF(AnalysisType=\"safety funded project\",\"N/A\",D92))","v":-850238.91545138881},{"$f":"IF(D60=0,0,IF(AnalysisType=\"safety funded project\",\"N/A\",F92))","v":1066562.2720312499},{"$f":"IF(E60=0,0,IF(AnalysisType=\"safety funded project\",\"N/A\",H92))","v":560450.7389756944},{"$f":"IF(F60=0,0,IF(AnalysisType=\"safety funded project\",\"N/A\",J92))","v":191711.50169308577}]
["Annual Safety Benefit:",{"$f":"IF(OR(B$25=\"\",B$26=\"\"),0,(B$25*$B$56/5*$B$68)+(B$26*$B$57/5*$B$69)+B$26*$B$58/5*$B$70)","v":541996},{"$f":"IF(OR(C$25=\"\",C$26=\"\"),0,(C$25*$C$56/5*$B$68)+(C$26*$C$57/5*$B$69)+C$26*$C$58/5*$B$70)","v":1875109.6},{"$f":"IF(OR(D$25=\"\",D$26=\"\"),0,(D$25*$D$56/5*$B$68)+(D$26*$D$57/5*$B$69)+D$26*$D$58/5*$B$70)","v":1100530.3399999999},{"$f":"IF(OR(E$25=\"\",E$26=\"\"),0,(E$25*$E$56/5*$B$68)+(E$26*$E$57/5*$B$69)+E$26*$E$58/5*$B$70)","v":1012211.2},{"$f":"IF(OR(F$25=\"\",F$26=\"\"),0,(F$25*$F$56/5*$B$68)+(F$26*$F$57/5*$B$69)+F$26*$F$58/5*$B$70)","v":1079649.48}]
["Operations B/C Ratio:",{"$f":"IF(B60=0,\"-\",B61/B60)","v":10.312801938626727},{"$f":"IF(C60=0,\"-\",C61/C60)","v":-4.0424268497583498},{"$f":"IF(D60=0,\"-\",D61/D60)","v":7.7300648836955714},{"$f":"IF(E60=0,\"-\",E61/E60)","v":3.6764687827610869},{"$f":"IF(F60=0,\"-\",F61/F60)","v":3.702644064539399}]
["Safety B/C Ratio:",{"$f":"IF(B60=0,\"-\",IF(B6=\"error\",\"\",B62/B60))","v":3.0266059203908173},{"$f":"IF(C60=0,\"-\",IF(C6=\"error\",\"\",C62/C60))","v":8.9151334472328259},{"$f":"IF(D60=0,\"-\",IF(D6=\"error\",\"\",D62/D60))","v":7.9762533869436263},{"$f":"IF(E60=0,\"-\",IF(E6=\"error\",\"\",E62/E60))","v":6.6399464209155532},{"$f":"IF(F60=0,\"-\",IF(F6=\"error\",\"\",F62/F60))","v":20.851945259418013}]
[0.5,{"$f":"IF(B63=\"-\",\"-\",B64*$A$65+B63*(1-$A$65))","v":6.6697039295087723},{"$f":"IF(C63=\"-\",\"-\",C64*$A$65+C63*(1-$A$65))","v":2.436353298737238},{"$f":"IF(D63=\"-\",\"-\",D64*$A$65+D63*(1-$A$65))","v":7.8531591353195989},{"$f":"IF(E63=\"-\",\"-\",E64*$A$65+E63*(1-$A$65))","v":5.1582076018383205},{"$f":"IF(F63=\"-\",\"-\",F64*$A$65+F63*(1-$A$65))","v":12.277294661978706}]
[]
["Accident Data","$/Crash","Crash/yr",null,"Parameters","Default"]
["PDO (Pc)",27300,{"$f":"CrashPDO/5","v":4.5999999999999996},null,"Discount rate",7.0000000000000007E-2]
["Injuries (Ic)",{"$f":"9100000*0.105","v":955500},{"$f":"CrashInj/5","v":0.8},null,"AM peak period (hr)",2]
["Fatalities (Fc)",9100000,{"$f":"CrashFatal/5","v":0.2},null,"PM peak period (hr)",3]
["Capital Recovery Factor, Ek",8.6999999999999994E-2,null,null,"Value of auto travel ($/hr)",13.75]
["Maint/Op Cost,Cm",20000,null,null,"Value of truck travel ($/hr)",72.650000000000006]
[]
["Operations Benefits","Opening Year NB Hrs of Delay",null,"Design Year NB Hrs of Delay",null,"Rate of Change"]
[null,"AM Peak","PM Peak","AM Peak","PM Peak","AM Peak","PM Peak"]
["Auto Delay, Veh Hrs",{"$f":"Stage2!J9*IntersectionData!AY19/3600","v":72.2},{"$f":"Stage2!K9*IntersectionData!AY21/3600","v":91.793055555555554},{"$f":"Stage2!J11*IntersectionData!$AY$19/3600","v":120.33333333333333},{"$f":"Stage2!K11*IntersectionData!$AY$21/3600","v":199.17361111111111},{"$f":"1+(D76-B76)/B76","v":1.6666666666666665},{"$f":"1+(E76-C76)/C76","v":2.1698113207547172}]
["Truck Delay, Veh Hrs",{"$f":"Stage2!J9*IntersectionData!AZ19/3600","v":1.9926666666666666},{"$f":"Stage2!K9*IntersectionData!AZ21/3600","v":2.546208333333333},{"$f":"Stage2!J11*IntersectionData!$AZ$19/3600","v":3.3211111111111111},{"$f":"Stage2!K11*IntersectionData!$AZ$21/3600","v":5.5247916666666663},{"$f":"1+(D77-B77)/B77","v":1.6666666666666667},{"$f":"1+(E77-C77)/C77","v":2.1698113207547172}]
["Annual Delay Cost",{"$f":"250*(B76*$F$69*$F$71+B77*$F$69*$F$72)","v":568758.61666666658},{"$f":"250*(C76*$F$69*$F$71+C77*$F$69*$F$72)","v":723568.27465277771},{"$f":"250*(D76*$F$69*$F$71+D77*$F$69*$F$72)","v":947931.02777777775},{"$f":"250*(E76*$F$70*$F$71+E77*$F$70*$F$72)","v":2355009.9505208335}]
[]
[null,"Alternative 1",null,"Alternative 2",null,"Alternative 3",null,"Alternative 4",null,"Alternative 5"]
[{"$f":"CONCATENATE(\"Opening Year (\",IntersectionData!E44,\") Benefits\")","v":"Opening Year (2023) Benefits"},"AM Peak","PM Peak","AM Peak","PM Peak","AM Peak","PM Peak","AM Peak","PM Peak","AM Peak","PM Peak"]
["Auto Delay Hr",{"$f":"B87/$F$76","v":36.1},5.1958333333333337,85.737500000000011,124.70000000000002,36.1,54.036666666666676,40.612500000000004,83.13333333333334,58.662500000000001,{"$f":"K87/$G$76","v":63.057838164251208}]
["Truck Delay Hr",{"$f":"B88/$F$77","v":0.99633333333333329},0.144125,2.3662916666666662,3.4589999999999996,0.99633333333333329,1.4988999999999999,1.1208749999999998,2.306,1.6190416666666667,{"$f":"K88/$G$77","v":1.7491344202898549}]
["Annual Delay Cost",{"$f":"250*(B82*$F$69*$F$71+B83*$F$69*$F$72)","v":284379.30833333329},{"$f":"250*(C82*$F$69*$F$71+C83*$F$69*$F$72)","v":40956.694791666669},{"$f":"250*(D82*$F$69*$F$71+D83*$F$69*$F$72)","v":675400.85729166679},{"$f":"250*(E82*$F$70*$F$71+E83*$F$70*$F$72)","v":1474441.0125},{"$f":"250*(F82*$F$69*$F$71+F83*$F$69*$F$72)","v":284379.30833333329},{"$f":"250*(G82*$F$70*$F$71+G83*$F$70*$F$72)","v":638924.43875000009},{"$f":"250*(H82*$F$69*$F$71+H83*$F$69*$F$72)","v":319926.72187500005},{"$f":"250*(I82*$F$70*$F$71+I83*$F$70*$F$72)","v":982960.67500000016},{"$f":"250*(J82*$F$70*$F$71+J83*$F$70*$F$72)","v":693174.56406250002},{"$f":"250*(K82*$F$70*$F$71+K83*$F$70*$F$72)","v":745589.91779438406}]
[{"$f":"CONCATENATE(\"Opening Year (\",IntersectionData!E44,\") Benefits\")","v":"Opening Year (2023) Benefits"},{"$f":"($B$78-B84)+($C$78-C84)","v":966990.88819444436},null,{"$f":"($B$78-D84)+($C$78-E84)","v":-857514.97847222246},null,{"$f":"($B$78-F84)+($C$78-G84)","v":369023.14423611091},null,{"$f":"($B$78-H84)+($C$78-I84)","v":-10560.505555555923},null,{"$f":"($B$78-J84)+($C$78-K84)","v":-146437.5905374398}]
[{"$f":"CONCATENATE(\"Design Year (\",IntersectionData!E46,\") Benefits\")","v":"Design Year (2043) Benefits"},"AM Peak","PM Peak","AM Peak","PM Peak","AM Peak","PM Peak","AM Peak","PM Peak","AM Peak","PM Peak"]
["Auto Delay Hr",{"$f":"Stage2!C27*IntersectionData!$AY$19/3600","v":60.166666666666664},{"$f":"Stage2!D27*IntersectionData!$AY$21/3600","v":8.6597222222222214},{"$f":"Stage2!E27*IntersectionData!$AY$19/3600","v":142.89583333333334},{"$f":"Stage2!F27*IntersectionData!$AY$21/3600","v":207.83333333333334},{"$f":"Stage2!G27*IntersectionData!$AY$19/3600","v":60.166666666666664},{"$f":"Stage2!H27*IntersectionData!$AY$21/3600","v":90.061111111111117},{"$f":"Stage2!I27*IntersectionData!$AY$19/3600","v":67.6875},{"$f":"Stage2!J27*IntersectionData!$AY$21/3600","v":138.55555555555554},{"$f":"Stage2!K27*IntersectionData!$AY$19/3600","v":97.770833333333329},{"$f":"Stage2!L27*IntersectionData!$AY$21/3600","v":136.82361111111112}]
["Truck Delay Hr",{"$f":"Stage2!C27*IntersectionData!$AZ$19/3600","v":1.6605555555555556},{"$f":"Stage2!D27*IntersectionData!$AZ$21/3600","v":0.24020833333333333},{"$f":"Stage2!E27*IntersectionData!$AZ$19/3600","v":3.9438194444444439},{"$f":"Stage2!F27*IntersectionData!$AZ$21/3600","v":5.7649999999999997},{"$f":"Stage2!G27*IntersectionData!$AZ$19/3600","v":1.6605555555555556},{"$f":"Stage2!H27*IntersectionData!$AZ$21/3600","v":2.4981666666666666},{"$f":"Stage2!I27*IntersectionData!$AZ$19/3600","v":1.8681249999999998},{"$f":"Stage2!J27*IntersectionData!$AZ$21/3600","v":3.8433333333333333},{"$f":"Stage2!K27*IntersectionData!$AZ$19/3600","v":2.6984027777777779},{"$f":"Stage2!L27*IntersectionData!$AZ$21/3600","v":3.7952916666666665}]
["Annual Delay Cost",{"$f":"250*(B87*$F$69*$F$71+B88*$F$69*$F$72)","v":473965.51388888888},{"$f":"250*(C87*$F$70*$F$71+C88*$F$70*$F$72)","v":102391.73697916666},{"$f":"250*(D87*$F$70*$F$71+D88*$F$70*$F$72)","v":1688502.1432291667},{"$f":"250*(E87*$F$70*$F$71+E88*$F$70*$F$72)","v":2457401.6874999995},{"$f":"250*(F87*$F$69*$F$71+F88*$F$69*$F$72)","v":473965.51388888888},{"$f":"250*(G87*$F$70*$F$71+G88*$F$70*$F$72)","v":1064874.0645833334},{"$f":"250*(H87*$F$69*$F$71+H88*$F$69*$F$72)","v":533211.203125},{"$f":"250*(I87*$F$70*$F$71+I88*$F$70*$F$72)","v":1638267.7916666665},{"$f":"250*(J87*$F$70*$F$71+J88*$F$70*$F$72)","v":1155290.9401041665},{"$f":"250*(K87*$F$70*$F$71+K88*$F$70*$F$72)","v":1617789.4442708334}]
[{"$f":"CONCATENATE(\"Design Year (\",IntersectionData!E46,\") Benefits\")","v":"Design Year (2043) Benefits"},{"$f":"($D$78-B89)+($E$78-C89)","v":2726583.727430556},null,{"$f":"($D$78-D89)+($E$78-E89)","v":-842962.85243055504},null,{"$f":"($D$78-F89)+($E$78-G89)","v":1764101.3998263888},null,{"$f":"($D$78-H89)+($E$78-I89)","v":1131461.9835069447},null,{"$f":"($D$78-J89)+($E$78-K89)","v":529860.59392361133}]
[]
["Total Operations Benefit",{"$f":"(B85+B90)/2","v":1846787.3078125003},null,{"$f":"(D85+D90)/2","v":-850238.91545138881},null,{"$f":"(F85+F90)/2","v":1066562.2720312499},null,{"$f":"(H85+H90)/2","v":560450.7389756944},null,{"$f":"(J85+J90)/2","v":191711.50169308577}]

{"sheet":"Clearinghouse","index":7,"n_rows":7530,"n_cols":60,"rows_kept":1125,"cut":true,"hidden":true,"merged":[],"bounds":{"rows_first":500,"rows_last":125,"rows_between":500,"halvings":2}}
[1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32,33,34,35,36,37,38,39,40,41,42,43,44,45,46,47,48,49,50,51,52,53,54,55,56,57,58,59,60]
["CMF ID","Study Title","Countermeasure Category","Countermeasure Subcategory","Countermeasure","CRF","CMF","Crash Type","KABCO Crash Severity","Roadway Type","Area Type","Publication Year","Star Quality Rating","Prior Condition","Adjusted Standard Error of CRF","Unadjusted Standard Error of CRF","Adjusted Standard Error of CMF","Unadjusted Standard Error of CMF","Included in First Edition of Highway Safety Manual","Type of Study Methodology","State","Municipality","Sample Size Sites","Before Sample Size Sites","After Sample Size Sites","Sample Size Miles","Before Sample Size Miles","After Sample Size Miles","Sample Size Crashes","Before Sample Size Crashes","After Sample Size Crashes","Sample Size Mile Years","Before Sample Size Mile Years","After Sample Size Mile Years","Sample Size Site Years","Before Sample Size Site Years","After Sample Size Site Years\n","Begin Year of Data","End Year of Data","Intersection Related","Traffic Volume Unit","Minimum Traffic Volume (non-intersection)","Maximum Traffic Volume (non-intersection)","Average Traffic Volume (non-intersection)","Minimum Major Road Traffic Volume (intersection)","Maximum Major Road Traffic Volume (intersection)","Average Major Road Traffic Volume (intersection)","Minimum Minor Road Traffic Volume (intersection)","Maximum Minor Road Traffic Volume (intersection)","Average Minor Road Traffic Volume (intersection)","Number of Lanes","Intersection Type","Intersection Geometry","Traffic Control Type","Speed Limit (mph)","Crash Time of Day","Roadway Division Type","Date CMF Added to Clearinghouse","Public Comments"]
[1,"Lane Width and Safety","Roadway","Lane width ","Decrease lane width from 11 feet to 9 feet",-21,1.21,"All","All","Not specified","Rural",2000,3,"",12,4,0.12,0.04,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01",""]
[2,"Lane Width and Safety","Roadway","Lane width ","Decrease lane width from 11 feet to 10 feet",-9,1.0900000000000001,"All","All","Not specified","Rural",2000,3,"",8,3,0.08,0.03,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01",""]
[3,"Lane Width and Safety","Roadway","Lane width ","Increase lane width from 11 feet to 12 feet",5,0.95,"All","All","Not specified","Rural",2000,3,"",32,11,0.32,0.11,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01",""]
[4,"Safety Effects of Using Narrow Lanes and Shoulder-Use Lanes to Increase the Capacity of Urban Freeways ","Roadway","Number of lanes ","Four to five lane conversion",-11,1.1100000000000001,"All","All","Principal Arterial Other Freeways and Expressways","Urban",2004,4,"","",3,"",0.03,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","Average Daily Traffic (ADT)",79000,128000,"","","","","","","","4 (one direction)","","","","","","","2009-12-01","AADT is one direction"]
[5,"Safety Effects of Using Narrow Lanes and Shoulder-Use Lanes to Increase the Capacity of Urban Freeways ","Roadway","Number of lanes ","Four to five lane conversion",-10,1.1000000000000001,"All","A (serious injury),B (minor injury),C (possible injury),O (property damage only)","Principal Arterial Other Freeways and Expressways","Urban",2004,3,"","",4,"",0.04,"bold star","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","Average Daily Traffic (ADT)",79000,128000,"","","","","","","","4 (one direction)","","","","","","","2009-12-01","AADT is one direction"]
[6,"Safety Effects of Using Narrow Lanes and Shoulder-Use Lanes to Increase the Capacity of Urban Freeways ","Roadway","Number of lanes ","Four to five lane conversion",-11,1.1100000000000001,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other Freeways and Expressways","Urban",2004,3,"","",5,"",0.05,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","Average Daily Traffic (ADT)",79000,128000,"","","","","","","","4 (one direction)","","","","","","","2009-12-01","AADT is one direction"]
[7,"Safety Effects of Using Narrow Lanes and Shoulder-Use Lanes to Increase the Capacity of Urban Freeways ","Roadway","Number of lanes ","Five to six lane conversion",-3,1.03,"All","All","Principal Arterial Other Freeways and Expressways","Urban",2004,3,"","",5,"",0.05,"bold star","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","Average Daily Traffic (ADT)",77000,126000,"","","","","","","","5 (one way)","","","","","","","2009-12-01","AADT is one direction"]
[8,"Safety Effects of Using Narrow Lanes and Shoulder-Use Lanes to Increase the Capacity of Urban Freeways ","Roadway","Number of lanes ","Five to six lane conversion",-4,1.04,"All","A (serious injury),B (minor injury),C (possible injury),O (property damage only)","Principal Arterial Other Freeways and Expressways","Urban",2004,3,"","",6,"",0.06,"bold star","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","Average Daily Traffic (ADT)",77000,126000,"","","","","","","","5 (one way)","","","","","","","2009-12-01","AADT is one direction"]
[9,"Safety Effects of Using Narrow Lanes and Shoulder-Use Lanes to Increase the Capacity of Urban Freeways ","Roadway","Number of lanes ","Five to six lane conversion",-7,1.07,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other Freeways and Expressways","Urban",2004,3,"","",7,"",7.0000000000000007E-2,"bold star","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","Average Daily Traffic (ADT)",77000,126000,"","","","","","","","5 (one way)","","","","","","","2009-12-01","AADT is one direction"]
[10,"Highway Safety Manual Knowledge Document","Shoulder treatments","Shoulder width ","Widen paved shoulder from 3 ft to 4 ft",3,0.97,"All","All","Not specified","Rural",2009,3,"",7,2,7.0000000000000007E-2,0.02,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","All","All","","","","","","","",2,"","","","","","","2009-12-01",""]
[11,"Highway Safety Manual Knowledge Document","Shoulder treatments","Shoulder width ","Widen paved shoulder from 3 ft to 5 ft",5,0.95,"All","All","Not specified","Rural",2009,3,"",13,4,0.13,0.04,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","All","All","","","","","","","",2,"","","","","","","2009-12-01",""]
[12,"Highway Safety Manual Knowledge Document","Shoulder treatments","Shoulder width ","Widen paved shoulder from 3 ft to 6 ft",7,0.93,"All","All","Not specified","Rural",2009,3,"",20,7,0.2,7.0000000000000007E-2,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","All","All","","","","","","","",2,"","","","","","","2009-12-01",""]
[13,"Highway Safety Manual Knowledge Document","Shoulder treatments","Shoulder width ","Widen paved shoulder from 3 ft to 7 ft",10,0.9,"All","All","Not specified","Rural",2009,3,"",26,9,0.26,0.09,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","All","All","","","","","","","",2,"","","","","","","2009-12-01",""]
[14,"Highway Safety Manual Knowledge Document","Shoulder treatments","Shoulder width ","Widen paved shoulder from 3 ft to 8 ft",12,0.88,"All","All","Not specified","Rural",2009,3,"",32,11,0.32,0.11,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","All","All","","","","","","","",2,"","","","","","","2009-12-01",""]
[15,"Paved Highway Shoulders and Accident Experience","Shoulder treatments","Shoulder type ","Pave a 3 to 4 ft sod shoulder",14,0.86,"All","K (fatal)","Not specified","Rural",1974,1,"",57,19,0.56999999999999995,0.19,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01",""]
[16,"Paved Highway Shoulders and Accident Experience","Shoulder treatments","Shoulder type ","Pave a 3 to 4 ft sod shoulder",14,0.86,"All","A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",1974,3,"",18,6,0.18,0.06,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01",""]
[17,"Paved Highway Shoulders and Accident Experience","Shoulder treatments","Shoulder type ","Pave a 3 to 4 ft sod shoulder",22,0.78,"All","O (property damage only)","Not specified","Rural",1974,4,"",12,4,0.12,0.04,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01",""]
[18,"Paved Highway Shoulders and Accident Experience","Shoulder treatments","Shoulder type ","Pave a 3 to 4 ft sod shoulder",19,0.81,"All","All","Not specified","Rural",1974,4,"",9,3,0.09,0.03,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01",""]
[19,"Handbook of Road Safety Measures","Access management","None","Provide a raised median",-94,1.94,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2004,1,"",56,31,0.56000000000000005,0.31,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[20,"Handbook of Road Safety Measures","Access management","None","Provide a raised median",-128,2.2799999999999998,"All","O (property damage only)","Not specified","Rural",2004,2,"",55,31,0.55000000000000004,0.31,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[21,"Handbook of Road Safety Measures","Access management","None","Provide a raised median",39,0.61,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not Specified","Urban",2004,4,"",10,6,0.1,0.06,"bold","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01","Countermeasure name changed from \"provide a median\" in order to match the HSM"]
[22,"Handbook of Road Safety Measures","Access management","None","Provide a raised median",22,0.78,"All","A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other","Urban",2004,5,"",2,1,0.02,0.01,"bold","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","Multilane","","","","","","","2009-12-01",""]
[23,"Handbook of Road Safety Measures","Access management","None","Provide a raised median",-9,1.0900000000000001,"All","O (property damage only)","Principal Arterial Other","Urban",2004,5,"",2,1,0.02,0.01,"bold","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","Multilane","","","","","","","2009-12-01",""]
[24,"Handbook of Road Safety Measures","Access management","None","Provide a raised median",12,0.88,"All","A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other","Rural",2004,5,"",3,2,0.03,0.02,"bold","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","Multilane","","","","","","","2009-12-01",""]
[25,"Handbook of Road Safety Measures","Access management","None","Provide a raised median",18,0.82,"All","O (property damage only)","Principal Arterial Other","Rural",2004,5,"",3,2,0.03,0.02,"bold","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","Multilane","","","","","","","2009-12-01",""]
[26,"Handbook of Road Safety Measures","Roadside","Clear zone ","Flatten sideslope from 1V:3H to 1V:4H",42,0.57999999999999996,"All","A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2004,5,"",4,2,0.04,0.02,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01",""]
[27,"Handbook of Road Safety Measures","Roadside","Clear zone ","Flatten sideslope from 1V:3H to 1V:4H",29,0.71,"All","O (property damage only)","Not specified","Rural",2004,5,"",4,2,0.04,0.02,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01",""]
[28,"Measuring the Goodness of Fit of Accident Prediction Models","Roadside","Clear zone ","Flatten sideslope from 1V:3H to 1V:4H",18,0.82,"Run off road","All","Not specified","Rural",1996,3,"",16,11,0.16,0.11,"no","Regression cross-section","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01",""]
[29,"Handbook of Road Safety Measures","Roadside","Clear zone ","Flatten sideslope from 1V:4H to 1V:6H",22,0.78,"All","A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2004,5,"",4,2,0.04,0.02,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01",""]
[30,"Handbook of Road Safety Measures","Roadside","Clear zone ","Flatten sideslope from 1V:4H to 1V:6H",24,0.76,"All","O (property damage only)","Not specified","Rural",2004,5,"",2,1,0.02,0.01,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01",""]
[31,"Measuring the Goodness of Fit of Accident Prediction Models","Roadside","Clear zone ","Flatten sideslope from 1V:4H to 1V:6H",24,0.76,"Run off road","All","Not specified","Rural",1996,3,"",21,14,0.21,0.14000000000000001,"no","Regression cross-section","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01",""]
[32,"Safety Effect of Barrier Curb on High Speed Suburban MultiLane Highways","Shoulder treatments","Shoulder type ","Barrier curb on the road edge",-9,1.0900000000000001,"All","All","Principal Arterial Other","Suburban",1996,1,"",126,42,1.26,0.42,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","no","Average Daily Traffic (ADT)","","","","","","","","","","","","","","","","","2009-12-01",""]
[33,"Safety Effect of Barrier Curb on High Speed Suburban MultiLane Highways","Shoulder treatments","Shoulder type ","Barrier curb on the road edge",-257,3.57,"All","All","Principal Arterial Other","Suburban",1996,1,"",2648,883,26.48,8.83,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","no","Average Daily Traffic (ADT)","","","","","","","","","","","","","","","","","2009-12-01",""]
[34,"Safety Effect of Barrier Curb on High Speed Suburban MultiLane Highways","Shoulder treatments","Shoulder type ","Barrier curb on the road edge",36,0.64,"All","All","Principal Arterial Other","Suburban",1996,1,"",164,55,1.64,0.55000000000000004,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","no","Average Daily Traffic (ADT)","","","","","","","","","","","","","","","","","2009-12-01",""]
[35,"Handbook of Road Safety Measures","Roadside","Fixed object ","Increase distance to roadside features from 3.3 ft to 16.7 ft",22,0.78,"All","All","All","Rural",2004,5,"",2,1,0.02,0.01,"bold","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01","Countermeasure name changed - converted meters to feet"]
[36,"Handbook of Road Safety Measures","Roadside","Fixed object ","Increase distance to roadside features from 16.7 ft to 30 ft",44,0.56000000000000005,"All","All","All","Rural",2004,5,"",1,1,0.01,0.01,"bold","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01","Countermeasure name changed - converted meters to feet"]
[37,"Handbook of Road Safety Measures","Roadside","Roadside barriers ","New guardrail along embankment",44,0.56000000000000005,"Run off road","K (fatal)","Not specified","Not specified",2004,4,"",10,6,0.1,0.06,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[38,"Handbook of Road Safety Measures","Roadside","Roadside barriers ","New guardrail along embankment",47,0.53,"Run off road","A (serious injury),B (minor injury),C (possible injury)","Not specified","Not specified",2004,5,"",5,3,0.05,0.03,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[39,"Handbook of Road Safety Measures","Roadside","Roadside barriers ","New guardrail along embankment",7,0.93,"Run off road","All","Not specified","Not specified",2004,3,"",31,17,0.31,0.17,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[40,"Handbook of Road Safety Measures","Roadside","Roadside barriers ","Change barrier along embankment to less rigid type",41,0.59,"Run off road","K (fatal)","Not specified","Not specified",2004,3,"",31,17,0.31,0.17,"italics","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[41,"Handbook of Road Safety Measures","Roadside","Roadside barriers ","Change barrier along embankment to less rigid type",32,0.68,"Run off road","A (serious injury),B (minor injury),C (possible injury)","Not specified","Not specified",2004,4,"",10,6,0.1,0.06,"bold","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[42,"Handbook of Road Safety Measures","Roadside","Median barriers ","Install any type of median barrier",43,0.56999999999999995,"All","K (fatal)","Principal Arterial Other","Rural",2004,4,"",10,6,0.1,0.06,"bold","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","",20000,60000,"","","","","","","","Multilane","","","","","","Divided","2009-12-01","Countermeasure name changed from \"install median guardrails on divided highways\" to match HSM"]
[43,"Handbook of Road Safety Measures","Roadside","Median barriers ","Install any type of median barrier",30,0.7,"All","A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other","Rural",2004,4,"",6,3,0.06,0.03,"bold","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","",20000,60000,"","","","","","","","Mulitlane","","","","","","Divided","2009-12-01","Countermeasure name changed from \"install median guardrails on head on and opposing direction sideswipes\" to match HSM"]
[44,"Handbook of Road Safety Measures","Roadside","Median barriers ","Install any type of median barrier",-24,1.24,"All","All","Principal Arterial Other","Rural",2004,5,"",3,2,0.03,0.02,"bold","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","",20000,60000,"","","","","","","","Multilane","","","","","","Divided","2009-12-01","Countermeasure name changed from \"install median guardrails on divided highways\" to match HSM"]
[45,"Handbook of Road Safety Measures","Roadside","Median barriers ","Install concrete guardrail in median",-15,1.1499999999999999,"All","A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other","Not specified",2004,3,"",36,20,0.36,0.2,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[46,"Handbook of Road Safety Measures","Roadside","Median barriers ","Install steel median barrier",35,0.65,"All","A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other","Rural",2004,4,"",8,4,0.08,0.04,"bold","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","",20000,60000,"","","","","","","","Multilane","","","","","","Divided","2009-12-01","Countermeasure name changed from \"install concrete guardrail in median\" to match HSM"]
[47,"Handbook of Road Safety Measures","Roadside","Median barriers ","Install cable median barrier",29,0.71,"All","A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other","Rural",2004,4,"",11,6,0.11,0.06,"bold","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","",20000,60000,"","","","","","","","Multilane","","","","","","Divided","2009-12-01","Countermeasure name changed from \"install concrete guardrail in median\" to match HSM"]
[48,"The Median and Safety","Roadside","Median barriers ","Install beam guardrails on median of divided highway",87,0.13,"All","K (fatal)","Principal Arterial Other Freeways and Expressways","Not specified",2000,3,"",41,14,0.41,0.14000000000000001,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","no","Average Daily Traffic (ADT)","","","","","","","","","","","","","","","","","2009-12-01",""]
[49,"The Median and Safety","Roadside","Median barriers ","Install beam guardrails on median of divided highway",-18,1.18,"All","A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other Freeways and Expressways","Not specified",2000,2,"",46,15,0.46,0.15,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","no","Average Daily Traffic (ADT)","","","","","","","","","","","","","","","","","2009-12-01",""]
[50,"The Median and Safety","Roadside","Median barriers ","Install beam guardrails on median of divided highway",-40,1.4,"All","O (property damage only)","Principal Arterial Other Freeways and Expressways","Not specified",2000,3,"",34,11,0.34,0.11,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","no","Average Daily Traffic (ADT)","","","","","","","","","","","","","","","","","2009-12-01",""]
[51,"The Median and Safety","Roadside","Median barriers ","Install beam guardrails on median of divided highway",78,0.22,"Cross median","All","Principal Arterial Other Freeways and Expressways","Not specified",2000,4,"",19,6,0.19,0.06,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","no","Average Daily Traffic (ADT)","","","","","","","","","","","","","","","","","2009-12-01",""]
[52,"Handbook of Road Safety Measures","Roadside","Median barriers ","Install wire guardrails between lanes of opposing traffic",100,0,"All","K (fatal)","Principal Arterial Other","Not specified",2004,1,"",254,51,2.54,0.51,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","Average Daily Traffic (ADT)","","","","","","","","","",3,"","","","","","","2009-12-01",""]
[53,"Handbook of Road Safety Measures","Roadside","Median barriers ","Install wire guardrails between lanes of opposing traffic",26,0.74,"All","A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other","Not specified",2004,1,"",84,17,0.84,0.17,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","Average Daily Traffic (ADT)","","","","","","","","","",3,"","","","","","","2009-12-01",""]
[54,"Handbook of Road Safety Measures","Roadside","Median barriers ","Install wire guardrails between lanes of opposing traffic",-34,1.34,"All","All","Principal Arterial Other","Not specified",2004,1,"",74,15,0.74,0.15,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","Average Daily Traffic (ADT)","","","","","","","","","",3,"","","","","","","2009-12-01",""]
[55,"Handbook of Road Safety Measures","Roadside","Fixed object ","Install crash cushions at fixed roadside features",69,0.31,"Fixed object","K (fatal)","Not Specified","Not Specified",2004,3,"",28,9,0.28000000000000003,0.09,"italics","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01","Countermeasure name changed to match HSM"]
[56,"Handbook of Road Safety Measures","Roadside","Fixed object ","Install crash cushions at fixed roadside features",69,0.31,"Fixed object","A (serious injury),B (minor injury),C (possible injury)","Not Specified","Not Specified",2004,4,"",10,3,0.1,0.03,"bold","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01","Countermeasure name changed to match HSM"]
[57,"Handbook of Road Safety Measures","Roadside","Fixed object ","Install crash cushions at fixed roadside features",46,0.54,"Fixed object","O (property damage only)","Not Specified","Not Specified",2004,3,"",30,10,0.3,0.1,"italics","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01","Countermeasure name changed to match HSM"]
[58,"Safety Models for Urban Four-Lane Undivided Road Segments","Alignment","None","Increase in horizontal curvature by one degree",-4,1.04,"Run off road","O (property damage only)","Not specified","Urban and Suburban",2004,5,"",1,1,0.01,0.01,"no","Regression cross-section","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[59,"Safety Models for Urban Four-Lane Undivided Road Segments","Alignment","None","Increase in horizontal curvature by one degree",-6,1.06,"Run off road","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Urban and Suburban",2004,5,"",1,1,0.01,0.01,"no","Regression cross-section","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[60,"Safety Models for Urban Four-Lane Undivided Road Segments","Alignment","None","Increase in horizontal curvature by one degree",-5,1.05,"Run off road","All","Not specified","Urban and Suburban",2004,5,"",1,1,0.01,0.01,"no","Regression cross-section","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[61,"Development of Adjustment Factors for Single Vehicle Run-off-the-road Accident Rates by Horizontal Curvature and Vertical Grade","Alignment","None","Increase vertical grade by 1%",-4,1.04,"Run off road,Single vehicle","All","Not Specified","Rural",1995,3,"",2,2,0.02,0.02,"bold caret","Regression cross-section","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01",""]
[62,"Handbook of Road Safety Measures","Signs","None","Install signs to conform to MUTCD",15,0.85,"All","A (serious injury),B (minor injury),C (possible injury)","Local","Urban",2004,3,"",10,6,0.1,0.06,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[63,"Handbook of Road Safety Measures","Signs","None","Install signs to conform to MUTCD",7,0.93,"All","O (property damage only)","Local","Urban",2004,3,"",6,3,0.06,0.03,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[64,"Handbook of Road Safety Measures","Advanced technology and ITS","None","Provide active close-following warning signs",6,0.94,"Rear end","Not specified","Not specified","Not specified",2004,1,"",72,40,0.72,0.4,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[65,"Synthesis of Safety for Traffic Operations: Final Report","Advanced technology and ITS","None","Provide limited sight distance (LSD) warning signs",-7,1.07,"All","All","Not specified","Rural",2003,1,"",67,37,0.67,0.37,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01",""]
[66,"An Evaluation of Dynamic Curve Warning Systems in the Sacramento River Canyon","Advanced technology and ITS","None","Changeable Curve Speed Warning signs",-13,1.1299999999999999,"All","All","Principal Arterial Other","Rural",2000,1,"",119,40,1.19,0.4,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","no","Average Daily Traffic (ADT)","","","","","","","","","","","","","","","","","2009-12-01",""]
[67,"An Evaluation of Dynamic Curve Warning Systems in the Sacramento River Canyon","Advanced technology and ITS","None","Changeable Curve Speed Warning signs",-47,1.47,"All","A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other","Rural",2000,1,"",235,78,2.35,0.78,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","no","Average Daily Traffic (ADT)","","","","","","","","","","","","","","","","","2009-12-01",""]
[68,"An Evaluation of Dynamic Curve Warning Systems in the Sacramento River Canyon","Advanced technology and ITS","None","Changeable Curve Speed Warning signs",2,0.98,"All","O (property damage only)","Principal Arterial Other","Rural",2000,1,"",138,46,1.38,0.46,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","no","Average Daily Traffic (ADT)","","","","","","","","","","","","","","","","","2009-12-01",""]
[69,"An Evaluation of Dynamic Curve Warning Systems in the Sacramento River Canyon","Advanced technology and ITS","None","Changeable Curve Speed Warning signs",-31,1.31,"Speed related","All","Principal Arterial Other","Rural",2000,1,"",187,62,1.87,0.62,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","no","Average Daily Traffic (ADT)","","","","","","","","","","","","","","","","","2009-12-01",""]
[70,"An Evaluation of Dynamic Curve Warning Systems in the Sacramento River Canyon","Advanced technology and ITS","None","Changeable Curve Speed Warning signs",71,0.28999999999999998,"Truck related","All","Principal Arterial Other","Rural",2000,1,"",96,32,0.96,0.32,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","no","Average Daily Traffic (ADT)","","","","","","","","","","","","","","","","","2009-12-01",""]
[71,"Handbook of Road Safety Measures","Signs","None","Advance static curve warning signs",30,0.7,"All","A (serious injury),B (minor injury),C (possible injury)","Not specified","Not specified",2004,1,"",71,39,0.71,0.39,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[72,"Handbook of Road Safety Measures","Signs","None","Advance static curve warning signs",8,0.92,"All","O (property damage only)","Not specified","Not specified",2004,1,"",76,42,0.76,0.42,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[73,"Handbook of Road Safety Measures","Signs","None","Install combination horizontal alignment/ advisory speed signs",13,0.87,"All","A (serious injury),B (minor injury),C (possible injury)","Not Specified","Not Specified",2004,3,"",9,5,0.09,0.05,"bold","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01","Countermeasure name changed to match HSM"]
[74,"Handbook of Road Safety Measures","Signs","None","Install combination horizontal alignment/ advisory speed signs",29,0.71,"All","O (property damage only)","Not Specified","Not Specified",2004,3,"",23,13,0.23,0.13,"italics","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01","Countermeasure name changed to match HSM"]
[75,"Handbook of Road Safety Measures","Advanced technology and ITS","None","Install changeable crash ahead warning signs",44,0.56000000000000005,"All","A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other Freeways and Expressways","Urban",2004,4,"","",9,"",0.09,"italics","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01","Countermeasure name changed to match HSM"]
[76,"Handbook of Road Safety Measures","Advanced technology and ITS","None","Install changeable \"Queue Ahead\" warning signs",16,0.84,"Rear end","A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other Freeways and Expressways","Urban",2004,3,"","",6,"",0.06,"bold","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01","Countermeasure name changed to match HSM"]
[77,"Handbook of Road Safety Measures","Advanced technology and ITS","None","Install changeable \"Queue Ahead\" warning signs",-16,1.1599999999999999,"Rear end","O (property damage only)","Principal Arterial Other Freeways and Expressways","Urban",2004,3,"","",8,"",0.08,"italics","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01","Countermeasure name changed to match HSM"]
[78,"Handbook of Road Safety Measures","Advanced technology and ITS","None","Install changeable speed warning signs for individual drivers",46,0.54,"All","All","Not specified","Not specified",2004,4,"","",10,"",0.1,"italics","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[79,"Handbook of Road Safety Measures","Advanced technology and ITS","None","Individual changeable speed warning signs",41,0.59,"All","A (serious injury),B (minor injury),C (possible injury)","Not specified","Not specified",2004,1,"",62,34,0.62,0.34,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[80,"Handbook of Road Safety Measures","Delineation","Supplemental delineation ","Install post-mounted delineators",-4,1.04,"All","A (serious injury),B (minor injury),C (possible injury)","Not Specified","Rural",2004,3,"",10,6,0.1,0.06,"bold star","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","Undivided","2009-12-01",""]
[81,"Handbook of Road Safety Measures","Delineation","Supplemental delineation ","Install post-mounted delineators",-5,1.05,"All","O (property damage only)","Not Specified","Rural",2004,3,"",7,4,7.0000000000000007E-2,0.04,"bold star","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","Undivided","2009-12-01",""]
[82,"Comprehensive Safety Program Produces Dramatic Results","Signs","None","Install chevron signs on horizontal curves",64,0.36,"All","All","Minor Arterial","Urban",1991,2,"",48,16,0.48,0.16,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[83,"Handbook of Road Safety Measures","Delineation","On-pavement markings ","Place standard edgeline marking (4-6 in)",3,0.97,"All","A (serious injury),B (minor injury),C (possible injury)","Not Specified","Rural",2004,3,"",4,2,0.04,0.02,"bold star","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01","Countermeasure name changed to match HSM"]
[84,"Handbook of Road Safety Measures","Delineation","On-pavement markings ","Place standard edgeline marking (4-6 in)",3,0.97,"All","O (property damage only)","Not Specified","Rural",2004,3,"",11,6,0.11,0.06,"bold star","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01","Countermeasure name changed to match HSM"]
[85,"Handbook of Road Safety Measures","Delineation","On-pavement markings ","Place wide (8 inches) edgeline markings",-5,1.05,"All","A (serious injury),B (minor injury),C (possible injury)","Not Specified","Rural",2004,3,"",8,5,0.08,0.05,"bold star","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01","Countermeasure name changed to match HSM"]
[86,"Handbook of Road Safety Measures","Delineation","On-pavement markings ","Place wide (8 inches) edgeline markings",1,0.99,"All","O (property damage only)","Not Specified","Rural",2004,3,"",15,8,0.15,0.08,"italics star","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01","Countermeasure name changed to match HSM"]
[87,"Handbook of Road Safety Measures","Delineation","On-pavement markings ","Place centerline markings",1,0.99,"All","A (serious injury),B (minor injury),C (possible injury)","Not Specified","Rural",2004,3,"",6,4,0.06,0.04,"bold star","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01","Countermeasure name changed to match HSM"]
[88,"Handbook of Road Safety Measures","Delineation","On-pavement markings ","Place centerline markings",-1,1.01,"All","O (property damage only)","Not Specified","Rural",2004,3,"",5,3,0.05,0.03,"bold star","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01","Countermeasure name changed to match HSM"]
[89,"Handbook of Road Safety Measures","Delineation","On-pavement markings ","Add lane lines on multilane roadway segments",18,0.82,"All","All","Principal Arterial Other","Urban",2004,3,"",39,22,0.39,0.22,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[90,"Handbook of Road Safety Measures","Delineation","Other","Install distance markers (angle symbols) on roadway segments",56,0.44,"All","A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other Freeways and Expressways","Not specified",2004,3,"",26,14,0.26,0.14000000000000001,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[91,"Handbook of Road Safety Measures","Delineation","Supplemental delineation ","Placing edgelines and background/ directional markings on horizontal curves",19,0.81,"Run off road","A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2004,3,"",31,17,0.31,0.17,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01",""]
[92,"Delineation of Horizontal Curves","Delineation","Supplemental delineation ","Install transverse rumble strips, raised pavement markers, and transverse markings",-10,1.1000000000000001,"All","All","Not specified","Rural",1986,1,"",126,42,1.26,0.42,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01",""]
[93,"Delineation of Horizontal Curves","Delineation","Supplemental delineation ","Install transverse rumble strips, raised pavement markers, and transverse markings",9,0.91,"Wet road","All","Not specified","Rural",1986,1,"",116,39,1.1599999999999999,0.39,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01",""]
[94,"Delineation of Horizontal Curves","Delineation","Supplemental delineation ","Install transverse rumble strips, raised pavement markers, and transverse markings",18,0.83,"Nighttime","All","Not specified","Rural",1986,1,"",188,63,1.88,0.63,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01",""]
[95,"Delineation of Horizontal Curves","Delineation","Supplemental delineation ","Install transverse rumble strips and raised pavement markers",53,0.47,"All","All","Not specified","Rural",1986,2,"",50,17,0.5,0.17,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01",""]
[96,"Delineation of Horizontal Curves","Delineation","Supplemental delineation ","Install transverse rumble strips and raised pavement markers",49,0.51,"Wet road","All","Not specified","Rural",1986,1,"",55,18,0.55000000000000004,0.18,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01",""]
[97,"Delineation of Horizontal Curves","Delineation","Supplemental delineation ","Install transverse rumble strips and raised pavement markers",64,0.36,"Nighttime","All","Not specified","Rural",1986,1,"",137,46,1.37,0.46,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01",""]
[98,"Handbook of Road Safety Measures","Delineation","Supplemental delineation ","Install raised pavement markers and transverse rumble strips on approach to horizontal curves",6,0.94,"Run off road","A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2004,2,"",49,27,0.49,0.27,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01",""]
[99,"An Analysis of Accident Reduction Potentials of Pavement Marking","Delineation","On-pavement markings ","Place edgeline and centerline markings",-3,1.03,"All","All","Minor Collector","Rural",1993,1,"",63,21,0.63,0.21,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","Average Daily Traffic (ADT)","","","","","","","","","","","","","","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[100,"An Analysis of Accident Reduction Potentials of Pavement Marking","Delineation","On-pavement markings ","Install edgelines and centerlines at sites with higher incidences of crashes",14,0.87,"All","All","Minor Collector","Rural",1993,3,"",14,5,0.14000000000000001,0.05,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","Average Daily Traffic (ADT)","","","","","","","","","","","","","","","","","2009-12-01",""]
[101,"Handbook of Road Safety Measures","Delineation","On-pavement markings ","Place edgeline and centerline markings",24,0.76,"All","A (serious injury),B (minor injury),C (possible injury)","Not Specified","Rural",2004,4,"",11,6,0.11,0.06,"bold","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","2+","","","","","","Undivided","2009-12-01","Countermeasure name changed to match HSM"]
[102,"Handbook of Road Safety Measures","Delineation","On-pavement markings ","Install edgelines, centerlines, and post-mounted delineators",45,0.55000000000000004,"All","A (serious injury),B (minor injury),C (possible injury)","Not Specified","All",2004,4,"",11,6,0.11,0.06,"bold","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","2+","","","","","","Undivided","2009-12-01","Countermeasure name changed to match HSM"]
[103,"NCHRP Report 518: Safety Evaluation of Permanent Raised Pavement Markers","Delineation","Supplemental delineation ","Install snowplowable, permanent raised pavement markers (Radius greater than 1640 ft)",-16,1.1599999999999999,"Nighttime","All","Not Specified","Rural",2004,5,"",3,3,0.03,0.03,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","Annual Average Daily Traffic (AADT)",0,5000,"","","","","","","",2,"","","","","","","2009-12-01","Countermeasure name changed to include radius measurement"]
[104,"NCHRP Report 518: Safety Evaluation of Permanent Raised Pavement Markers","Delineation","Supplemental delineation ","Install snowplowable, permanent raised pavement markers (Radius less than or equal to 1640 ft)",-43,1.43,"Nighttime","All","Not Specified","Rural",2004,4,"",10,9,0.1,0.09,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","Annual Average Daily Traffic (AADT)",0,5000,"","","","","","","",2,"","","","","","","2009-12-01","Countermeasure name changed to include radius measurement"]
[105,"NCHRP Report 518: Safety Evaluation of Permanent Raised Pavement Markers","Delineation","Supplemental delineation ","Install snowplowable, permanent raised pavement markers (Radius greater than 1640 ft)",1,0.99,"Nighttime","All","Not Specified","Rural",2004,3,"",6,5,0.06,0.05,"bold star","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","Annual Average Daily Traffic (AADT)",5001,15000,"","","","","","","",2,"","","","","","","2009-12-01","Countermeasure name changed to include radius measurement"]
[106,"NCHRP Report 518: Safety Evaluation of Permanent Raised Pavement Markers","Delineation","Supplemental delineation ","Install snowplowable, permanent raised pavement markers (Radius less than or equal to 1640 ft)",-26,1.26,"Nighttime","All","Not Specified","Rural",2004,4,"",11,10,0.11,0.1,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","Annual Average Daily Traffic (AADT)",5001,15000,"","","","","","","",2,"","","","","","","2009-12-01","Countermeasure name changed to include radius measurement"]
[107,"NCHRP Report 518: Safety Evaluation of Permanent Raised Pavement Markers","Delineation","Supplemental delineation ","Install snowplowable, permanent raised pavement markers (Radius greater than 1640 ft)",24,0.76,"Nighttime","All","Not Specified","Rural",2004,4,"",8,7,0.08,7.0000000000000007E-2,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","Annual Average Daily Traffic (AADT)",15001,20000,"","","","","","","",2,"","","","","","","2009-12-01","Countermeasure name changed to include radius measurement"]
[108,"NCHRP Report 518: Safety Evaluation of Permanent Raised Pavement Markers","Delineation","Supplemental delineation ","Install snowplowable, permanent raised pavement markers (Radius less than or equal to 1640 ft)",-3,1.03,"Nighttime","All","Not Specified","Rural",2004,3,"",13,11,0.13,0.11,"bold star","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","Annual Average Daily Traffic (AADT)",15001,20000,"","","","","","","",2,"","","","","","","2009-12-01","Countermeasure name changed to include radius measurement"]
[109,"NCHRP Report 518: Safety Evaluation of Permanent Raised Pavement Markers","Delineation","Supplemental delineation ","Install snowplowable, permanent raised pavement markers",-13,1.1299999999999999,"Nighttime","All","Principal Arterial Other Freeways and Expressways","Rural",2004,3,"",16,14,0.16,0.14000000000000001,"italics star","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","Annual Average Daily Traffic (AADT)",0,20000,"","","","","","","",4,"","","","","","","2009-12-01","Countermeasure name changed to match HSM"]
[110,"NCHRP Report 518: Safety Evaluation of Permanent Raised Pavement Markers","Delineation","Supplemental delineation ","Install snowplowable, permanent raised pavement markers",6,0.94,"Nighttime","All","Principal Arterial Other Freeways and Expressways","Rural",2004,3,"",25,21,0.25,0.21,"italics star","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","Annual Average Daily Traffic (AADT)",20001,60000,"","","","","","","",4,"","","","","","","2009-12-01","Countermeasure name changed to match HSM"]
[111,"NCHRP Report 518: Safety Evaluation of Permanent Raised Pavement Markers","Delineation","Supplemental delineation ","Install snowplowable, permanent raised pavement markers",33,0.67,"Nighttime","All","Principal Arterial Other Freeways and Expressways","Rural",2004,3,"",25,21,0.25,0.21,"italics","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","Annual Average Daily Traffic (AADT)",60001,"","","","","","","","",4,"","","","","","","2009-12-01","Countermeasure name changed to match HSM"]
[112,"A Review of Two Innovative Pavement Patterns that Have Been Developed to Reduce Traffic Speeds and Crashes","Speed management","None","Apply converging chevron pattern markings on roadway segments",32,0.68,"All","All","Not specified","Urban",1996,3,"",19,6,0.19,0.06,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[113,"Evaluation of the Effectiveness of Shoulder Rumble Strips on Rural Multi-lane Divided Highways In Minnesota","Shoulder treatments","Shoulder rumble strips","Install continuous milled-in shoulder rumble strips",10,0.9,"Run off road,Single vehicle","All","Not Specified","Rural",2004,3,"",25,11,0.25,0.11,"italics star","Simple before/after","","","","","","","","","","","","","","","","","","","","no","Annual Average Daily Traffic (AADT)",2000,50000,"","","","","","","","Multi-lane","","","","","","Divided","2009-12-01","Countermeasure name changed to match HSM"]
[114,"Evaluation of the Effectiveness of Shoulder Rumble Strips on Rural Multi-lane Divided Highways In Minnesota","Shoulder treatments","Shoulder rumble strips","Install continuous milled-in shoulder rumble strips",22,0.78,"Run off road,Single vehicle","A (serious injury),B (minor injury),C (possible injury)","Not Specified","Rural",2004,3,"",33,15,0.33,0.15,"italics star","Simple before/after","","","","","","","","","","","","","","","","","","","","no","Annual Average Daily Traffic (AADT)",2000,50000,"","","","","","","","Multi-lane","","","","","","Divided","2009-12-01","Countermeasure name changed to match HSM"]
[115,"Evaluation of the Effectiveness of Shoulder Rumble Strips on Rural Multi-lane Divided Highways In Minnesota","Shoulder treatments","Shoulder rumble strips","Install continuous milled-in shoulder rumble strips",16,0.84,"All","All","Not Specified","Rural",2004,3,"",13,6,0.13,0.06,"bold","Simple before/after","","","","","","","","","","","","","","","","","","","","no","Annual Average Daily Traffic (AADT)",2000,50000,"","","","","","","","Multi-lane","","","","","","Divided","2009-12-01","Countermeasure name changed to match HSM"]
[116,"Evaluation of the Effectiveness of Shoulder Rumble Strips on Rural Multi-lane Divided Highways In Minnesota","Shoulder treatments","Shoulder rumble strips","Install continuous milled-in shoulder rumble strips",17,0.83,"All","A (serious injury),B (minor injury),C (possible injury)","Not Specified","Rural",2004,3,"",19,9,0.19,0.09,"italics","Simple before/after","","","","","","","","","","","","","","","","","","","","no","Annual Average Daily Traffic (AADT)",2000,50000,"","","","","","","","Multi-lane","","","","","","Divided","2009-12-01","Countermeasure name changed to match HSM"]
[117,"Safety Evaluation of Rolled-In Continuous Shoulder Rumble Strips Installed on Freeways","Shoulder treatments","Shoulder rumble strips","Install continuous, rolled-in shoulder rumble strips",21,0.79,"Run off road,Single vehicle","All","Principal Arterial Other Freeways and Expressways","Rural",1999,3,"",18,10,0.18,0.1,"italics","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01","Countermeasure name changed to match HSM"]
[118,"Safety Evaluation of Rolled-In Continuous Shoulder Rumble Strips Installed on Freeways","Shoulder treatments","Shoulder rumble strips","Install continuous, rolled-in shoulder rumble strips",18,0.82,"Run off road,Single vehicle","All","Principal Arterial Other Freeways and Expressways","All",1999,3,"",12,7,0.12,7.0000000000000007E-2,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01","Countermeasure name changed to match HSM"]
[119,"Safety Evaluation of Rolled-In Continuous Shoulder Rumble Strips Installed on Freeways","Shoulder treatments","Shoulder rumble strips","Install continuous, rolled-in shoulder rumble strips",7,0.93,"Run off road,Single vehicle","A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other Freeways and Expressways","Rural",1999,3,"",28,16,0.28000000000000003,0.16,"italics star","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01","Countermeasure name changed to match HSM"]
[120,"Safety Evaluation of Rolled-In Continuous Shoulder Rumble Strips Installed on Freeways","Shoulder treatments","Shoulder rumble strips","Install continuous, rolled-in shoulder rumble strips",13,0.87,"Run off road,Single vehicle","A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other Freeways and Expressways","All",1999,3,"",21,12,0.21,0.12,"italics","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01","Countermeasure name changed to match HSM"]
[121,"The Effectiveness and Use of Continuous Shoulder Rumble Strips","Shoulder treatments","Shoulder rumble strips","Install continuous milled-in shoulder rumble strips",79,0.21,"Run off road,Single vehicle","All","Principal Arterial Other Freeways and Expressways","All",1998,4,"",7,2,7.0000000000000007E-2,0.02,"bold","Simple before/after","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01","Countermeasure name changed to match HSM"]
[122,"Analysis of Accident Reduction Factors on California State Highways","Shoulder treatments","Other","Implement shoulder widening in conjunction with shoulder rumble strip installation on freeways",19,0.81,"All","All","Principal Arterial Other Freeways and Expressways","Not specified",2000,3,"",20,11,0.2,0.11,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[123,"Analysis of Accident Reduction Factors on California State Highways","Shoulder treatments","Other","Implement shoulder widening in conjunction with shoulder rumble strip installation on freeways",13,0.87,"Run off road","All","Principal Arterial Other Freeways and Expressways","Not specified",2000,3,"",24,13,0.24,0.13,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[124,"Crash Reduction Following Installation of Centerline Rumble Strips on Rural Two-Lane Roads","Roadway","Roadway rumble strips ","Install centerline rumble strips",14,0.86,"All","All","Principle Arterial Other","Rural",2003,4,"",5,3,0.05,0.03,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","Average Daily Traffic (ADT)",5000,22000,"","","","","","","",2,"","","","","","","2009-12-01",""]
[125,"Crash Reduction Following Installation of Centerline Rumble Strips on Rural Two-Lane Roads","Roadway","Roadway rumble strips ","Install centerline rumble strips",15,0.85,"All","A (serious injury),B (minor injury),C (possible injury)","Principle Arterial Other","Rural",2003,3,"",8,4,0.08,0.04,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","Average Daily Traffic (ADT)",5000,22000,"","","","","","","",2,"","","","","","","2009-12-01",""]
[126,"Crash Reduction Following Installation of Centerline Rumble Strips on Rural Two-Lane Roads","Roadway","Roadway rumble strips ","Install centerline rumble strips",21,0.79,"Head on,Sideswipe","All","Principle Arterial Other","Rural",2003,4,"",14,8,0.14000000000000001,0.08,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","Average Daily Traffic (ADT)",5000,22000,"","","","","","","",2,"","","","","","","2009-12-01",""]
[127,"Crash Reduction Following Installation of Centerline Rumble Strips on Rural Two-Lane Roads","Roadway","Roadway rumble strips ","Install centerline rumble strips",25,0.75,"Head on,Sideswipe","A (serious injury),B (minor injury),C (possible injury)","Principle Arterial Other","Rural",2003,3,"",18,10,0.18,0.1,"italics","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","Average Daily Traffic (ADT)",5000,22000,"","","","","","","",2,"","","","","","","2009-12-01",""]
[128,"Handbook of Road Safety Measures","Speed management","None","Traffic calming",32,0.68,"All","All","Minor Collector","Urban",2004,4,"",8,"",0.08,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","Average Daily Traffic (ADT)","","","","","","","","","",2,"","","","","","","2009-12-01",""]
[129,"Handbook of Road Safety Measures","Speed management","None","Traffic calming",33,0.67,"All","A (serious injury),B (minor injury),C (possible injury)","Minor Collector","Urban",2004,4,"",9,"",0.09,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","Average Daily Traffic (ADT)","","","","","","","","","",2,"","","","","","","2009-12-01",""]
[130,"Handbook of Road Safety Measures","Speed management","None","Traffic calming",25,0.75,"All","O (property damage only)","Minor Collector","Urban",2004,3,"",19,"",0.19,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","Average Daily Traffic (ADT)","","","","","","","","","",2,"","","","","","","2009-12-01",""]
[131,"Handbook of Road Safety Measures","Speed management","None","Traffic calming",33,0.67,"All","A (serious injury),B (minor injury),C (possible injury)","Minor Collector","Urban",2004,4,"",9,"",0.09,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","Average Daily Traffic (ADT)","","","","","","","","","",2,"","","","","","","2009-12-01",""]
[132,"Handbook of Road Safety Measures","Speed management","None","Install speed humps",40,0.6,"All","A (serious injury),B (minor injury),C (possible injury)","Local","Urban and Suburban",2004,4,"",16,"",0.16,"","italics","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01",""]
[133,"Handbook of Road Safety Measures","Speed management","None","Adjacent to roads with speed humps",5,0.95,"All","A (serious injury),B (minor injury),C (possible injury)","Local","Urban and Suburban",2004,3,"",6,"",0.06,"","bold star","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01","Countermeasure name changed to match HSM"]
[134,"Handbook of Road Safety Measures","Speed management","None","Install speed humps",50,0.5,"All","A (serious injury),B (minor injury),C (possible injury)","Local","Urban and Suburban",2004,4,"",13,"",0.13,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01",""]
[135,"Handbook of Road Safety Measures","Pedestrians","None","Install raised pedestrian crosswalks",36,0.64,"All","A (serious injury),B (minor injury),C (possible injury)","Local","Urban and Suburban",2004,1,"",54,"",0.54,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01",""]
[136,"Handbook of Road Safety Measures","Pedestrians","None","Install raised pedestrian crosswalks",46,0.55000000000000004,"Vehicle/pedestrian","A (serious injury),B (minor injury),C (possible injury)","Local","Urban and Suburban",2004,1,"",94,"",0.94,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01",""]
[137,"Handbook of Road Safety Measures","Pedestrians","None","Install raised pedestrian crosswalks",30,0.7,"All","A (serious injury),B (minor injury),C (possible injury)","Local","Urban and Suburban",2004,1,"",67,"",0.67,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01",""]
[138,"Handbook of Road Safety Measures","Speed management","None","Install transverse rumble strips as traffic calming device",34,0.66,"All","All","Local","Urban and Suburban",2004,4,"",11,"",0.11,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01",""]
[139,"Handbook of Road Safety Measures","Speed management","None","Install transverse rumble strips as traffic calming device",36,0.64,"All","A (serious injury),B (minor injury),C (possible injury)","Local","Urban and Suburban",2004,4,"",12,"",0.12,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01",""]
[140,"Handbook of Road Safety Measures","Speed management","None","Install transverse rumble strips as traffic calming device",28,0.73,"All","O (property damage only)","Local","Urban and Suburban",2004,2,"",41,"",0.41,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01",""]
[141,"Speed and Road Accidents An Evaluation of the Power Model","Speed management","None","5% reduction in mean speed",17,0.83,"All","K (fatal)","All","All",2004,5,"",5,"",0.05,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","All","All","","","","","","","","","","","","","","","2009-12-01",""]
[142,"Speed and Road Accidents An Evaluation of the Power Model","Speed management","None","5% reduction in mean speed",7,0.93,"All","A (serious injury),B (minor injury),C (possible injury)","All","All",2004,5,"",3,"",0.03,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","All","All","","","","","","","","","","","","","","","2009-12-01",""]
[143,"Speed and Road Accidents An Evaluation of the Power Model","Speed management","None","5% reduction in mean speed",5,0.95,"All","O (property damage only)","All","All",2004,3,"",4,"",0.04,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","All","All","","","","","","","","","","","","","","","2009-12-01",""]
[144,"Speed and Road Accidents An Evaluation of the Power Model","Speed management","None","10% reduction in mean speed",32,0.68,"All","K (fatal)","All","All",2004,4,"",9,"",0.09,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","All","All","","","","","","","","","","","","","","","2009-12-01",""]
[145,"Speed and Road Accidents An Evaluation of the Power Model","Speed management","None","10% reduction in mean speed",15,0.85,"All","A (serious injury),B (minor injury),C (possible injury)","All","All",2004,5,"",5,"",0.05,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","All","All","","","","","","","","","","","","","","","2009-12-01",""]
[146,"Speed and Road Accidents An Evaluation of the Power Model","Speed management","None","10% reduction in mean speed",10,0.9,"All","O (property damage only)","All","All",2004,3,"",8,"",0.08,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","All","All","","","","","","","","","","","","","","","2009-12-01",""]
[147,"Speed and Road Accidents An Evaluation of the Power Model","Speed management","None","15% reduction in mean speed",44,0.56000000000000005,"All","K (fatal)","All","All",2004,4,"",14,"",0.14000000000000001,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","All","All","","","","","","","","","","","","","","","2009-12-01",""]
[148,"Speed and Road Accidents An Evaluation of the Power Model","Speed management","None","15% reduction in mean speed",22,0.78,"All","A (serious injury),B (minor injury),C (possible injury)","All","All",2004,4,"",8,"",0.08,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","All","All","","","","","","","","","","","","","","","2009-12-01",""]
[149,"Speed and Road Accidents An Evaluation of the Power Model","Speed management","None","15% reduction in mean speed",15,0.85,"All","O (property damage only)","All","All",2004,3,"",12,"",0.12,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","All","All","","","","","","","","","","","","","","","2009-12-01",""]
[150,"Speed and Road Accidents An Evaluation of the Power Model","Speed management","None","5% increase in mean speed",-19,1.19,"All","K (fatal)","All","All",2004,5,"",4,"",0.04,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","All","All","","","","","","","","","","","","","","","2009-12-01",""]
[151,"Speed and Road Accidents An Evaluation of the Power Model","Speed management","None","5% increase in mean speed",-8,1.08,"All","A (serious injury),B (minor injury),C (possible injury)","All","All",2004,5,"",3,"",0.03,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","All","All","","","","","","","","","","","","","","","2009-12-01",""]
[152,"Speed and Road Accidents An Evaluation of the Power Model","Speed management","None","5% increase in mean speed",-5,1.05,"All","O (property damage only)","All","All",2004,3,"",4,"",0.04,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","All","All","","","","","","","","","","","","","","","2009-12-01",""]
[153,"Handbook of Road Safety Measures","On-street parking","None","Prohibit on-street parking",20,0.8,"All","A (serious injury),B (minor injury),C (possible injury)","Minor Arterial","Urban",2004,5,"",5,3,0.05,0.03,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[154,"Handbook of Road Safety Measures","On-street parking","None","Prohibit on-street parking",27,0.73,"All","O (property damage only)","Minor Arterial","Urban",2004,5,"",2,1,0.02,0.01,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[155,"Synthesis of Safety Research Related to Traffic Control and Roadway Elements Volume 1","On-street parking","None","Prohibit on-street parking",42,0.57999999999999996,"All","All","Principal Arterial Other","Urban",1982,4,"",8,4,0.08,0.04,"bold","Simple before/after","","","","","","","","","","","","","","","","","","","","no","Annual Average Daily Traffic (AADT)","","","","","","","","","","","","","","","","","2009-12-01",""]
[156,"Synthesis of Safety Research Related to Traffic Control and Roadway Elements Volume 1","On-street parking","None","Prohibit on-street parking",35,0.65,"All","A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other","Urban",1982,4,"",14,6,0.14000000000000001,0.06,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","no","Annual Average Daily Traffic (AADT)","","","","","","","","","","","","","","","","","2009-12-01",""]
[157,"Synthesis of Safety Research Related to Traffic Control and Roadway Elements Volume 1","On-street parking","None","Prohibit on-street parking",48,0.52,"All","O (property damage only)","Principal Arterial Other","Urban",1982,4,"",10,5,0.1,0.05,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","no","Annual Average Daily Traffic (AADT)","","","","","","","","","","","","","","","","","2009-12-01",""]
[158,"Handbook of Road Safety Measures","On-street parking","None","Prohibit parking on one side of road",-49,1.49,"All","A (serious injury),B (minor injury),C (possible injury)","Not specified","Urban",2004,1,"",78,44,0.78,0.44,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[159,"Handbook of Road Safety Measures","On-street parking","None","Convert free to regulated parking",6,0.94,"All","A (serious injury),B (minor injury),C (possible injury)","Minor Arterial","Urban",2004,3,"",8,4,0.08,0.04,"bold star","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01","Countermeasure name changed to match HSM"]
[160,"Handbook of Road Safety Measures","On-street parking","None","Convert free to regulated parking",-19,1.19,"All","O (property damage only)","Minor Arterial","Urban",2004,5,"",5,3,0.05,0.03,"bold","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01","Countermeasure name changed to match HSM"]
[161,"Handbook of Road Safety Measures","On-street parking","None","Implement time-limited parking restrictions",11,0.89,"All","All","Minor Arterial,Major Collector,Minor Collector","Urban",2004,3,"",6,3,0.06,0.03,"bold","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01","Countermeasure name changed to match HSM"]
[162,"Handbook of Road Safety Measures","On-street parking","None","Implement time-limited parking restrictions",79,0.21,"Parking related","All","Minor Arterial,Major Collector,Minor Collector","Urban",2004,4,"",9,5,0.09,0.05,"bold","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01","Countermeasure name changed to match HSM"]
[163,"Handbook of Road Safety Measures","On-street parking","None","Convert angle parking to parallel parking",35,0.65,"All","All","Local","Urban",2004,4,"",7,4,7.0000000000000007E-2,0.04,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[164,"Handbook of Road Safety Measures","On-street parking","None","Convert angle parking to parallel parking",63,0.37,"Parking related","All","Local","Urban",2004,4,"",7,4,7.0000000000000007E-2,0.04,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[165,"Synthesis of Safety Research Related to Traffic Control and Roadway Elements Volume 1","On-street parking","None","Convert angle parking to parallel parking",28,0.72,"All","All","Not specified","Urban",1982,4,"",11,5,0.11,0.05,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[166,"Synthesis of Safety Research Related to Traffic Control and Roadway Elements Volume 1","On-street parking","None","Convert angle parking to parallel parking",53,0.47,"All","All","Principal Arterial Other","Urban",1982,2,"",47,9,0.47,0.09,"no","Regression cross-section","","","","","","","","","","","","","","","","","","","","no","Annual Average Daily Traffic (AADT)","","","","","","","","","","","","","","","","","2009-12-01",""]
[167,"Synthesis of Safety Research Related to Traffic Control and Roadway Elements Volume 1","On-street parking","None","Convert angle parking to parallel parking",57,0.43,"Parking related","All","Not specified","Urban",1982,4,"",18,8,0.18,0.08,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[168,"Synthesis of Safety Research Related to Traffic Control and Roadway Elements Volume 1","On-street parking","None","Convert angle parking to parallel parking",65,0.35,"Parking related","All","Principal Arterial Other","Urban",1982,2,"",46,9,0.46,0.09,"no","Regression cross-section","","","","","","","","","","","","","","","","","","","","no","Annual Average Daily Traffic (AADT)","","","","","","","","","","","","","","","","","2009-12-01",""]
[169,"Synthesis of Safety Research Related to Traffic Control and Roadway Elements Volume 1","On-street parking","None","Convert angle parking to parallel parking",41,0.59,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Urban",1982,3,"",27,12,0.27,0.12,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[170,"Synthesis of Safety Research Related to Traffic Control and Roadway Elements Volume 1","On-street parking","None","Convert angle parking to parallel parking",20,0.8,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other","Urban",1982,1,"",134,27,1.34,0.27,"no","Regression cross-section","","","","","","","","","","","","","","","","","","","","no","Annual Average Daily Traffic (AADT)","","","","","","","","","","","","","","","","","2009-12-01",""]
[171,"Angle Parking Issues Revisited, 2001","On-street parking","None","Convert parallel parking to angle parking",-111,2.11,"All","All","Minor Arterial","Urban",2002,1,"",256,85,2.56,0.85,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[172,"Angle Parking Issues Revisited, 2001","On-street parking","None","Convert parallel parking to angle parking",-18,1.18,"Parking related","All","Minor Arterial","Urban",2002,1,"",73,24,0.73,0.24,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[173,"Handbook of Road Safety Measures","On-street parking","None","Mark parking stalls",-51,1.51,"All","All","Local","Urban",2004,4,"",20,11,0.2,0.11,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[174,"Handbook of Road Safety Measures","On-street parking","None","Mark parking stalls",-128,2.2799999999999998,"Parking related","All","Local","Urban",2004,2,"",53,29,0.53,0.28999999999999998,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[175,"Safety Effects of Marked Versus Unmarked Crosswalks at Uncontrolled Locations: Executive Summary and Recommended Guidelines","Pedestrians","None","Install raised median with marked crosswalk (uncontrolled)",46,0.54,"Vehicle/pedestrian","All","Principal Arterial Other","Urban and Suburban",2002,3,"Marked crosswalk with no raised median at an uncontrolled pedestrian crossing.",48,10,0.48,0.1,"no","Non-regression cross-section","AZ,CA,FL,KS,LA,MD,MA,MO,NC,OH,OR,PA,TX,UT,WA,WI","","","","","","","",111,"","","","","","","","",1994,1998,"no","Average Daily Traffic (ADT)",15000,"","","","","","","","","3 to 8","","","","","All","","2009-12-01","The study design was a simple comparison of crash rates, controlling for pedestrian and traffic volume."]
[176,"Safety Effects of Marked Versus Unmarked Crosswalks at Uncontrolled Locations: Executive Summary and Recommended Guidelines","Pedestrians","None","Install raised median with unmarked crosswalk (uncontrolled)",39,0.61,"Vehicle/pedestrian","All","Principal Arterial Other","Urban and Suburban",2002,2,"Unmarked crosswalk with no raised median at an uncontrolled pedestrian crossing.",202,40,2.02,0.4,"no","Non-regression cross-section","AZ,CA,FL,KS,LA,MD,MA,MO,NC,OH,OR,PA,TX,UT,WA,WI","","","","","","","",9,"","","","","","","","",1994,1998,"no","Average Daily Traffic (ADT)",15000,"","","","","","","","","3 to 8","","","","","All","","2009-12-01","The study design was a simple comparison of crash rates, controlling for pedestrian and traffic volume."]
[177,"Handbook of Road Safety Measures","Access management","None","Reduce driveways from 48 to 26-48 per mile",29,0.71,"All","A (serious injury),B (minor injury),C (possible injury)","Minor Arterial","Urban and suburban",2004,5,"",4,2,0.04,0.02,"bold","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[178,"Handbook of Road Safety Measures","Access management","None","Reduce driveways from 26-48 to 10-24 per mile",31,0.69,"All","A (serious injury),B (minor injury),C (possible injury)","Minor Arterial","Urban and suburban",2004,5,"",2,1,0.02,0.01,"bold","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[179,"Handbook of Road Safety Measures","Access management","None","Reduce driveways from 10-24 to less than 10 per mile",25,0.75,"All","A (serious injury),B (minor injury),C (possible injury)","Minor Arterial","Urban and suburban",2004,5,"",3,2,0.03,0.02,"bold","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[180,"Handbook of Road Safety Measures","Roadway","Winter weather treatment ","Short-term effects of all measures to control snow, slush or ice",50,0.5,"All","Not specified","All","All",2004,4,"",20,"",0.2,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","All","All","","","","","","","","","","","","","","","2009-12-01",""]
[181,"Handbook of Road Safety Measures","Roadway","Winter weather treatment ","Short-term effects of all measures to control snow, slush or ice",29,0.71,"All","Not specified","All","All",2004,3,"",24,"",0.24,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","All","All","","","","","","","","","","","","","","","2009-12-01",""]
[182,"Handbook of Road Safety Measures","Roadway","Winter weather treatment ","Short-term effects of all measures to control snow, slush or ice",5,0.96,"All","Not specified","All","All",2004,3,"",19,"",0.19,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","All","All","","","","","","","","","","","","","","","2009-12-01",""]
[183,"Handbook of Road Safety Measures","Roadway","Winter weather treatment ","Raise standard by one class for winter maintenance",11,0.89,"All","A (serious injury),B (minor injury),C (possible injury)","All","All",2004,5,"",2,"",0.02,"","bold","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01","Countermeasure name changed to match HSM"]
[184,"Handbook of Road Safety Measures","Roadway","Winter weather treatment ","Raise standard by one class for winter maintenance",27,0.73,"All","O (property damage only)","All","All",2004,5,"",2,"",0.02,"","bold","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01","Countermeasure name changed to match HSM"]
[185,"Handbook of Road Safety Measures","Roadway","Winter weather treatment ","Effects of use of salt (chemical de-icing) during the whole winter season (baseline = no salt)",15,0.85,"All","A (serious injury),B (minor injury),C (possible injury)","All","All",2004,3,"",9,"",0.09,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","All","All","","","","","","","","","","","","","","","2009-12-01",""]
[186,"Handbook of Road Safety Measures","Roadway","Winter weather treatment ","Effects of use of salt (chemical de-icing) during the whole winter season (baseline = no salt)",8,0.92,"All","O (property damage only)","All","All",2004,3,"",8,"",0.08,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","All","All","","","","","","","","","","","","","","","2009-12-01",""]
[187,"Handbook of Road Safety Measures","Roadway","Winter weather treatment ","Effects of use of salt (chemical de-icing) during the whole winter season (baseline = no salt)",-12,1.1200000000000001,"All","A (serious injury),B (minor injury),C (possible injury)","All","All",2004,3,"",14,"",0.14000000000000001,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","All","All","","","","","","","","","","","","","","","2009-12-01",""]
[188,"Handbook of Road Safety Measures","Roadway","Winter weather treatment ","Effects of use of salt (chemical de-icing) during the whole winter season (baseline = no salt)",0,1,"All","O (property damage only)","All","All",2004,3,"",12,"",0.12,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","All","All","","","","","","","","","","","","","","","2009-12-01",""]
[189,"Handbook of Road Safety Measures","Roadway","Winter weather treatment ","Effects of snow fences and higher state of preparedness for the whole winter season",11,0.89,"All","All","All","All",2004,3,"",26,"",0.26,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","All","All","","","","","","","","","","","","","","","2009-12-01",""]
[190,"Handbook of Road Safety Measures","Roadway","Winter weather treatment ","Effects of snow fences and higher state of preparedness for the whole winter season",8,0.92,"All","All","All","All",2004,3,"",7,"",7.0000000000000007E-2,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","All","All","","","","","","","","","","","","","","","2009-12-01",""]
[191,"Handbook of Road Safety Measures","Highway lighting","None","Provide highway lighting",69,0.31,"All","K (fatal)","All","All",2004,3,"",36,"",0.36,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","All","All","","","","","","","","","","","","","","","2009-12-01",""]
[192,"Handbook of Road Safety Measures","Highway lighting","None","Provide highway lighting",28,0.72,"Nighttime","A (serious injury),B (minor injury),C (possible injury)","All","All",2004,4,"",6,"",0.06,"","bold","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[193,"Handbook of Road Safety Measures","Highway lighting","None","Provide highway lighting",18,0.83,"Nighttime","O (property damage only)","All","All",2004,4,"",7,"",7.0000000000000007E-2,"","bold","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[194,"Crash Reduction Factors for Traffic Engineering and ITS Improvements","Roadway","Pavement condition and friction ","Increased pavement friction",24,0.76,"All","All","All","All",2008,5,"","","","","","no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01","This CMF is for high friction treatment applied principally on the major road approaches at intersections, but oftenextended some distance away from the intersection as well."]
[195,"Crash Reduction Factors for Traffic Engineering and ITS Improvements","Roadway","Pavement condition and friction ","Increased pavement friction",57,0.43,"Wet road","All","All","All",2008,5,"","","","","","no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01","This CMF is for high friction treatment applied principally on the major road approaches at intersections, but oftenextended some distance away from the intersection as well."]
[196,"Crash Reduction Factors for Traffic Engineering and ITS Improvements","Roadway","Pavement condition and friction ","Increased pavement friction",17,0.83,"Rear end","All","All","All",2008,5,"","","","","","no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01","This CMF is for high friction treatment applied principally on the major road approaches at intersections, but oftenextended some distance away from the intersection as well."]
[197,"Crash Reduction Factors for Traffic Engineering and ITS Improvements","Roadway","Pavement condition and friction ","Increased pavement friction",42,0.57999999999999996,"Rear end","All","All","All",2008,4,"","","","","","no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01","This CMF is for high friction treatment applied principally on the major road approaches at intersections, but oftenextended some distance away from the intersection as well."]
[198,"Crash Reduction Factors for Traffic Engineering and ITS Improvements","Roadway","Pavement condition and friction ","Increased pavement friction",30,0.7,"Single vehicle","All","All","All",2008,5,"","","","","","no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01","This CMF is for high friction treatment applied principally on the major road approaches at intersections, but oftenextended some distance away from the intersection as well."]
[199,"Crash Reduction Factors for Traffic Engineering and ITS Improvements","Roadway","Number of lanes ","Road diet (Convert 4-lane undivided road to 2-lanes plus turning lane)",29,0.71,"All","All","Minor Arterial","Urban",2008,5,"",2,"",0.02,"","bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","Annual Average Daily Traffic (AADT)","","","","","","","","","",4,"","","","","","","2009-12-01",""]
[200,"Handbook of Road Safety Measures","Intersection geometry","Intersection geometry reconfiguration ","Convert four-leg intersection into two three-leg intersections",-35,1.35,"All","A (serious injury),B (minor injury),C (possible injury)","Not Specified","Urban",2004,3,"",27,15,0.27,0.15,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","0%","< 15% of total entering","","","Roadway/roadway (not interchange related)","4-leg","Not Specified","","","","2009-12-01","Countermeasure name changed to match HSM"]
[201,"Handbook of Road Safety Measures","Intersection geometry","Intersection geometry reconfiguration ","Convert four-leg intersection into two three-leg intersections",25,0.75,"All","A (serious injury),B (minor injury),C (possible injury)","Not Specified","Urban",2004,4,"",8,5,0.08,0.05,"bold","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","15% of total entering","30% of total entering","","","Roadway/roadway (not interchange related)","4-leg","Not Specified","","","","2009-12-01","Countermeasure name changed to match HSM"]
[202,"Handbook of Road Safety Measures","Intersection geometry","Intersection geometry reconfiguration ","Convert four-leg intersection into two three-leg intersections",33,0.67,"All","A (serious injury),B (minor injury),C (possible injury)","Not Specified","Urban",2004,4,"",10,6,0.1,0.06,"bold","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","> 30% of total entering","","","","Roadway/roadway (not interchange related)","4-leg","Not Specified","","","","2009-12-01","Countermeasure name changed to match HSM"]
[203,"Handbook of Road Safety Measures","Intersection geometry","Intersection geometry reconfiguration ","Convert four-leg intersection into two three-leg intersections",-15,1.1499999999999999,"All","O (property damage only)","Not Specified","Urban",2004,3,"",11,6,0.11,0.06,"bold","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","0%","< 15% of total entering","","","Roadway/roadway (not interchange related)","4-leg","Not Specified","","","","2009-12-01","Countermeasure name changed to match HSM"]
[204,"Handbook of Road Safety Measures","Intersection geometry","Intersection geometry reconfiguration ","Convert four-leg intersection into two three-leg intersections",0,1,"All","O (property damage only)","Not Specified","Urban",2004,3,"",9,5,0.09,0.05,"bold star","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","15% of total entering","30% of total entering","","","Roadway/roadway (not interchange related)","4-leg","Not Specified","","","","2009-12-01","Countermeasure name changed to match HSM"]
[205,"Handbook of Road Safety Measures","Intersection geometry","Intersection geometry reconfiguration ","Convert four-leg intersection into two three-leg intersections",10,0.9,"All","O (property damage only)","Not Specified","Urban",2004,3,"",9,5,0.09,0.05,"bold star","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","> 30% of total entering","","","","Roadway/roadway (not interchange related)","4-leg","Not Specified","","","","2009-12-01","Countermeasure name changed to match HSM"]
[206,"Observational Before-After Study of the Safety Effect of U.S. Roundabout Conversions Using the Empirical Bayes Method","Intersection geometry","Intersection geometry reconfiguration ","Conversion of stop-controlled intersection into single-lane roundabout",72,0.28000000000000003,"All","All","Not specified","Urban",2001,4,"",11,6,0.11,0.06,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Stop-controlled","","","","2009-12-01",""]
[207,"Observational Before-After Study of the Safety Effect of U.S. Roundabout Conversions Using the Empirical Bayes Method","Intersection geometry","Intersection geometry reconfiguration ","Conversion of stop-controlled intersection into single-lane roundabout",58,0.42,"All","All","Not specified","Rural",2001,4,"",13,7,0.13,7.0000000000000007E-2,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Stop-controlled","","","","2009-12-01",""]
[208,"Observational Before-After Study of the Safety Effect of U.S. Roundabout Conversions Using the Empirical Bayes Method","Intersection geometry","Intersection geometry reconfiguration ","Conversion of stop-controlled intersection into multi-lane roundabout",5,0.95,"All","All","Not specified","Urban",2001,3,"",18,10,0.18,0.1,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Stop-controlled","","","","2009-12-01",""]
[209,"Observational Before-After Study of the Safety Effect of U.S. Roundabout Conversions Using the Empirical Bayes Method","Intersection geometry","Intersection geometry reconfiguration ","Conversion of signalized intersection into single- or multi-lane roundabout",35,0.65,"All","All","Not specified","Urban",2001,3,"",16,9,0.16,0.09,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Stop-controlled","","","","2009-12-01",""]
[210,"Observational Before-After Study of the Safety Effect of U.S. Roundabout Conversions Using the Empirical Bayes Method","Intersection geometry","Intersection geometry reconfiguration ","Conversion of stop-controlled intersection into single-lane roundabout",88,0.12,"All","A (serious injury),B (minor injury),C (possible injury)","Not specified","Urban",2001,4,"",14,8,0.14000000000000001,0.08,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Stop-controlled","","","","2009-12-01",""]
[211,"Observational Before-After Study of the Safety Effect of U.S. Roundabout Conversions Using the Empirical Bayes Method","Intersection geometry","Intersection geometry reconfiguration ","Conversion of stop-controlled intersection into single-lane roundabout",82,0.18,"All","A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2001,4,"",16,9,0.16,0.09,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Stop-controlled","","","","2009-12-01",""]
[212,"Observational Before-After Study of the Safety Effect of U.S. Roundabout Conversions Using the Empirical Bayes Method","Intersection geometry","Intersection geometry reconfiguration ","Conversion of signalized intersection into single- or multi-lane roundabout",74,0.26,"All","A (serious injury),B (minor injury),C (possible injury)","Not specified","Urban",2001,3,"",25,14,0.25,0.14000000000000001,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Stop-controlled","","","","2009-12-01",""]
[213,"Safety Effects of Roundabouts in Flanders: Signal Type, Speed Limits, and Vulnerable Road Users","Intersection geometry","Intersection geometry reconfiguration ","Convert to roundabout",39,0.61,"All","A (serious injury),B (minor injury),C (possible injury)","Not specified","Not specified",2007,4,"",8,4,0.08,0.04,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Not specified","","","","2009-12-01",""]
[214,"Safety Effects of Roundabouts in Flanders: Signal Type, Speed Limits, and Vulnerable Road Users","Intersection geometry","Intersection geometry reconfiguration ","Convert signalized intersection to modern roundabout",32,0.68,"All","A (serious injury),B (minor injury),C (possible injury)","Not specified","Not specified",2007,4,"",14,6,0.14000000000000001,0.06,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Signalized","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[215,"Safety Effects of Roundabouts in Flanders: Signal Type, Speed Limits, and Vulnerable Road Users","Intersection geometry","Intersection geometry reconfiguration ","Convert unsignalized intersection to roundabout",44,0.56000000000000005,"All","A (serious injury),B (minor injury),C (possible injury)","Not specified","Not specified",2007,4,"",10,5,0.1,0.05,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Signalized","","","","2009-12-01",""]
[216,"Safety Effects of Roundabouts in Flanders: Signal Type, Speed Limits, and Vulnerable Road Users","Intersection geometry","Intersection geometry reconfiguration ","Convert to roundabout",17,0.83,"All","A (serious injury)","Not specified","Not specified",2007,3,"","",10,"",0.1,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Not specified","","","","2009-12-01",""]
[217,"Safety Effects of Roundabouts in Flanders: Signal Type, Speed Limits, and Vulnerable Road Users","Intersection geometry","Intersection geometry reconfiguration ","Convert signalized intersection to modern roundabout",13,0.87,"All","A (serious injury)","Not specified","Not specified",2007,3,"","",18,"",0.18,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Signalized","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[218,"Safety Effects of Roundabouts in Flanders: Signal Type, Speed Limits, and Vulnerable Road Users","Intersection geometry","Intersection geometry reconfiguration ","Convert unsignalized intersection to roundabout",20,0.8,"All","A (serious injury)","Not specified","Not specified",2007,3,"","",14,"",0.14000000000000001,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Stop-controlled","","","","2009-12-01",""]
[219,"Safety Effects of Roundabouts in Flanders: Signal Type, Speed Limits, and Vulnerable Road Users","Intersection geometry","Intersection geometry reconfiguration ","Convert to roundabout",38,0.62,"All","B (minor injury)","Not specified","Not specified",2007,4,"","",4,"",0.04,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Not specified","","","","2009-12-01",""]
[220,"Safety Effects of Roundabouts in Flanders: Signal Type, Speed Limits, and Vulnerable Road Users","Intersection geometry","Intersection geometry reconfiguration ","Convert signalized intersection to modern roundabout",31,0.69,"All","B (minor injury)","Not specified","Not specified",2007,3,"","",7,"",7.0000000000000007E-2,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Signalized","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[221,"Safety Effects of Roundabouts in Flanders: Signal Type, Speed Limits, and Vulnerable Road Users","Intersection geometry","Intersection geometry reconfiguration ","Convert unsignalized intersection to roundabout",46,0.54,"All","B (minor injury)","Not specified","Not specified",2007,4,"","",5,"",0.05,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Stop-controlled","","","","2009-12-01",""]
[222,"NCHRP Report 572: Applying Roundabouts in the United States","Intersection geometry","Intersection geometry reconfiguration ","Convert signalized intersection to modern roundabout",1,0.99,"All","All","Not Specified","Urban",2007,3,"",14,12,0.14000000000000001,0.12,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","1 or 2","Roadway/roadway (not interchange related)","Not Specified","Signalized","","","","2009-12-01","Countermeasure name changed to match HSM"]
[223,"NCHRP Report 572: Applying Roundabouts in the United States","Intersection geometry","Intersection geometry reconfiguration ","Convert signalized intersection to modern roundabout",60,0.4,"All","A (serious injury),B (minor injury),C (possible injury)","Not Specified","Urban",2007,4,"",14,12,0.14000000000000001,0.12,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","1 or 2","Roadway/roadway (not interchange related)","Not Specified","Signalized","","","","2009-12-01","Countermeasure name changed to match HSM"]
[224,"NCHRP Report 572: Applying Roundabouts in the United States","Intersection geometry","Intersection geometry reconfiguration ","Convert signalized intersection to modern roundabout",67,0.33,"All","All","Not Specified","Suburban",2007,4,"",5,4,0.05,0.04,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","",2,"Roadway/roadway (not interchange related)","Not Specified","Signalized","","","","2009-12-01","Countermeasure name changed to match HSM"]
[225,"NCHRP Report 572: Applying Roundabouts in the United States","Intersection geometry","Intersection geometry reconfiguration ","Convert signalized intersection to modern roundabout",48,0.52,"All","All","Not Specified","All",2007,4,"",6,5,0.06,0.05,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","1 or 2","Roadway/roadway (not interchange related)","Not Specified","Signalized","","","","2009-12-01","Countermeasure name changed to match HSM"]
[226,"NCHRP Report 572: Applying Roundabouts in the United States","Intersection geometry","Intersection geometry reconfiguration ","Convert signalized intersection to modern roundabout",78,0.22,"All","A (serious injury),B (minor injury),C (possible injury)","Not Specified","All",2007,4,"",7,6,7.0000000000000007E-2,0.06,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","1 or 2","Roadway/roadway (not interchange related)","Not Specified","Signalized","","","","2009-12-01","Countermeasure name changed to match HSM"]
[227,"NCHRP Report 572: Applying Roundabouts in the United States","Intersection geometry","Intersection geometry reconfiguration ","Convert intersection with minor-road stop control to modern roundabout",44,0.56000000000000005,"All","All","Not Specified","All",2007,5,"",5,4,0.05,0.04,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","1 or 2","Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed from \"convert two-way stop-controlled intersection to roundabout\" to match HSM"]
[228,"NCHRP Report 572: Applying Roundabouts in the United States","Intersection geometry","Intersection geometry reconfiguration ","Convert intersection with minor-road stop control to modern roundabout",82,0.18,"All","A (serious injury),B (minor injury),C (possible injury)","Not Specified","All",2007,5,"",4,3,0.04,0.03,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","1 or 2","Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed from \"convert two-way stop-controlled intersection to roundabout\" to match HSM"]
[229,"NCHRP Report 572: Applying Roundabouts in the United States","Intersection geometry","Intersection geometry reconfiguration ","Convert intersection with minor-road stop control to modern roundabout",71,0.28999999999999998,"All","All","Not Specified","Rural",2007,5,"",5,4,0.05,0.04,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","",1,"Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed from \"convert two-way stop-controlled intersection to roundabout\" to match HSM"]
[230,"NCHRP Report 572: Applying Roundabouts in the United States","Intersection geometry","Intersection geometry reconfiguration ","Convert intersection with minor-road stop control to modern roundabout",87,0.13,"All","A (serious injury),B (minor injury),C (possible injury)","Not Specified","Rural",2007,5,"",4,3,0.04,0.03,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","",1,"Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed from \"convert two-way stop-controlled intersection to roundabout\" to match HSM"]
[231,"NCHRP Report 572: Applying Roundabouts in the United States","Intersection geometry","Intersection geometry reconfiguration ","Convert intersection with minor-road stop control to modern roundabout",29,0.71,"All","All","Not Specified","Urban",2007,4,"",11,9,0.11,0.09,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","1 or 2","Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed from \"convert two-way stop-controlled intersection to roundabout\" to match HSM"]
[232,"NCHRP Report 572: Applying Roundabouts in the United States","Intersection geometry","Intersection geometry reconfiguration ","Convert intersection with minor-road stop control to modern roundabout",81,0.19,"All","A (serious injury),B (minor injury),C (possible injury)","Not Specified","Urban",2007,4,"",9,8,0.09,0.08,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","1 or 2","Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed from \"convert two-way stop-controlled intersection to roundabout\" to match HSM"]
[233,"NCHRP Report 572: Applying Roundabouts in the United States","Intersection geometry","Intersection geometry reconfiguration ","Convert intersection with minor-road stop control to modern roundabout",39,0.61,"All","All","Not Specified","Urban",2007,4,"",12,10,0.12,0.1,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","",1,"Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed from \"convert two-way stop-controlled intersection to roundabout\" to match HSM"]
[234,"NCHRP Report 572: Applying Roundabouts in the United States","Intersection geometry","Intersection geometry reconfiguration ","Convert intersection with minor-road stop control to modern roundabout",78,0.22,"All","A (serious injury),B (minor injury),C (possible injury)","Not Specified","Urban",2007,4,"",12,10,0.12,0.1,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","",1,"Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed from \"convert two-way stop-controlled intersection to roundabout\" to match HSM"]
[235,"NCHRP Report 572: Applying Roundabouts in the United States","Intersection geometry","Intersection geometry reconfiguration ","Convert intersection with minor-road stop control to modern roundabout",12,0.88,"All","All","Not Specified","Urban",2007,3,"",21,17,0.21,0.17,"italics","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","",2,"Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed from \"convert two-way stop-controlled intersection to roundabout\" to match HSM"]
[236,"NCHRP Report 572: Applying Roundabouts in the United States","Intersection geometry","Intersection geometry reconfiguration ","Convert intersection with minor-road stop control to modern roundabout",32,0.68,"All","All","Not Specified","Suburban",2007,4,"",8,7,0.08,7.0000000000000007E-2,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","1 or 2","Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed from \"convert two-way stop-controlled intersection to roundabout\" to match HSM"]
[237,"NCHRP Report 572: Applying Roundabouts in the United States","Intersection geometry","Intersection geometry reconfiguration ","Convert intersection with minor-road stop control to modern roundabout",71,0.28999999999999998,"All","A (serious injury),B (minor injury),C (possible injury)","Not Specified","Suburban",2007,4,"",10,8,0.1,0.08,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","1 or 2","Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed from \"convert two-way stop-controlled intersection to roundabout\" to match HSM"]
[238,"NCHRP Report 572: Applying Roundabouts in the United States","Intersection geometry","Intersection geometry reconfiguration ","Convert intersection with minor-road stop control to modern roundabout",78,0.22,"All","All","Not Specified","Suburban",2007,4,"",7,6,7.0000000000000007E-2,0.06,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","",1,"Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed from \"convert two-way stop-controlled intersection to roundabout\" to match HSM"]
[239,"NCHRP Report 572: Applying Roundabouts in the United States","Intersection geometry","Intersection geometry reconfiguration ","Convert intersection with minor-road stop control to modern roundabout",78,0.22,"All","A (serious injury),B (minor injury),C (possible injury)","Not Specified","Suburban",2007,4,"",12,10,0.12,0.1,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","",1,"Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed from \"convert two-way stop-controlled intersection to roundabout\" to match HSM"]
[240,"NCHRP Report 572: Applying Roundabouts in the United States","Intersection geometry","Intersection geometry reconfiguration ","Convert intersection with minor-road stop control to modern roundabout",19,0.81,"All","All","Not Specified","Suburban",2007,3,"",11,9,0.11,0.09,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","",2,"Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed from \"convert two-way stop-controlled intersection to roundabout\" to match HSM"]
[241,"NCHRP Report 572: Applying Roundabouts in the United States","Intersection geometry","Intersection geometry reconfiguration ","Convert intersection with minor-road stop control to modern roundabout",68,0.32,"All","A (serious injury),B (minor injury),C (possible injury)","Not Specified","Suburban",2007,4,"",14,12,0.14000000000000001,0.12,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","",2,"Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed from \"convert two-way stop-controlled intersection to roundabout\" to match HSM"]
[242,"NCHRP Report 572: Applying Roundabouts in the United States","Intersection geometry","Intersection geometry reconfiguration ","Convert all-way, stop-controlled intersection to roundabout",-3,1.03,"All","All","Not Specified","All",2007,3,"",18,15,0.18,0.15,"italics","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","1 or 2","Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01",""]
[243,"The Effects of Roundabouts on Traffic Safety for Bicyclists: An Observational Study","Intersection geometry","Intersection geometry reconfiguration ","Convert to roundabout",-48,1.48,"Vehicle/bicycle","A (serious injury),B (minor injury),C (possible injury)","Not specified","Urban",2008,2,"",52,23,0.52,0.23,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Not specified","","","","2009-12-01",""]
[244,"The Effects of Roundabouts on Traffic Safety for Bicyclists: An Observational Study","Intersection geometry","Intersection geometry reconfiguration ","Convert to roundabout",-77,1.77,"Vehicle/bicycle","K (fatal),A (serious injury)","Not specified","Urban",2008,1,"","",52,"",0.52,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Not specified","","","","2009-12-01",""]
[245,"The Effects of Roundabouts on Traffic Safety for Bicyclists: An Observational Study","Intersection geometry","Intersection geometry reconfiguration ","Convert to roundabout",-1,1.01,"Vehicle/bicycle","A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2008,3,"",44,20,0.44,0.2,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Not specified","","","","2009-12-01",""]
[246,"The Effects of Roundabouts on Traffic Safety for Bicyclists: An Observational Study","Intersection geometry","Intersection geometry reconfiguration ","Convert to roundabout",-21,1.21,"Vehicle/bicycle","K (fatal),A (serious injury)","Not specified","Rural",2008,1,"","",31,"",0.31,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Not specified","","","","2009-12-01",""]
[247,"The Effects of Roundabouts on Traffic Safety for Bicyclists: An Observational Study","Intersection geometry","Intersection geometry reconfiguration ","Convert to roundabout",-27,1.27,"Vehicle/bicycle","A (serious injury),B (minor injury),C (possible injury)","Not specified","All",2008,3,"",34,16,0.34,0.16,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Not specified","","","","2009-12-01",""]
[248,"The Effects of Roundabouts on Traffic Safety for Bicyclists: An Observational Study","Intersection geometry","Intersection geometry reconfiguration ","Convert to roundabout",-44,1.44,"Vehicle/bicycle","K (fatal),A (serious injury)","Not specified","All",2008,1,"","",27,"",0.27,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Not specified","","","","2009-12-01",""]
[249,"Handbook of Road Safety Measures","Intersection geometry","Turn lanes ","Provide a channelized left-turn lane on both major- and minor-road approaches",27,0.73,"All","A (serious injury),B (minor injury),C (possible injury)","Not Specified","Rural",2004,3,"",23,13,0.23,0.13,"italics","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","",5000,15000,"","","","",2,"Roadway/roadway (not interchange related)","3-leg","Not Specified","","","","2009-12-01","Countermeasure name changed from \"physical channelization of left-turn lane on major road\" to match HSM."]
[250,"Handbook of Road Safety Measures","Intersection geometry","Turn lanes ","Provide a channelized left-turn lane on both major-road approaches",-20,1.2,"All","O (property damage only)","Not specified","Rural",2004,2,"",42,23,0.42,0.23,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","3-leg","Not specified","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[251,"Handbook of Road Safety Measures","Intersection geometry","Turn lanes ","Painted channelization of left-turn lane on major road",22,0.78,"All","A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2004,3,"",25,14,0.25,0.14000000000000001,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","3-leg","Not specified","","","","2009-12-01",""]
[252,"Handbook of Road Safety Measures","Intersection geometry","Turn lanes ","Painted channelization of left-turn lane on major road",20,0.8,"All","O (property damage only)","Not specified","Rural",2004,3,"",34,19,0.34,0.19,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","3-leg","Not specified","","","","2009-12-01",""]
[253,"Safety Effectiveness of Intersection Left- and Right-Turn Lanes","Intersection geometry","Turn lanes ","Provide a left-turn lane on one major-road approach",44,0.56000000000000005,"All","All","Not Specified","Rural",2002,4,"",7,6,7.0000000000000007E-2,0.06,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","",1600,32400,"",50,11800,"","","Roadway/roadway (not interchange related)","3-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed to match HSM"]
[254,"Safety Effectiveness of Intersection Left- and Right-Turn Lanes","Intersection geometry","Turn lanes ","Provide a left-turn lane on one major-road approach",33,0.67,"All","All","Not Specified","Urban",2002,4,"",15,12,0.15,0.12,"italics","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","",1500,40600,"",200,8000,"","","Roadway/roadway (not interchange related)","3-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed to match HSM"]
[255,"Safety Effectiveness of Intersection Left- and Right-Turn Lanes","Intersection geometry","Turn lanes ","Provide a left-turn lane on one major-road approach",55,0.45,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not Specified","Rural",2002,4,"",10,8,0.1,0.08,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","",1600,32400,"",50,11800,"","","Roadway/roadway (not interchange related)","3-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed to match HSM"]
[256,"Handbook of Road Safety Measures","Intersection geometry","Turn lanes ","Provide a channelized left-turn lane on both major-road approaches",4,0.96,"All","A (serious injury),B (minor injury),C (possible injury)","Not Specified","Rural",2004,3,"",21,12,0.21,0.12,"italics star","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","",5000,15000,"","","","",2,"Roadway/roadway (not interchange related)","4-leg","Not Specified","","","","2009-12-01","Countermeasure name changed from \"physical channelization of left-turn lane on major road\" to match HSM."]
[257,"Handbook of Road Safety Measures","Intersection geometry","Turn lanes ","Provide a channelized left-turn lane on both major-road approaches",16,0.84,"All","O (property damage only)","Not specified","Rural",2004,3,"",39,22,0.39,0.22,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Not specified","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[258,"Handbook of Road Safety Measures","Intersection geometry","Turn lanes ","Painted channelization of left-turn lane on major road",-28,1.28,"All","A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2004,2,"",48,27,0.48,0.27,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Not specified","","","","2009-12-01",""]
[259,"Handbook of Road Safety Measures","Intersection geometry","Turn lanes ","Painted channelization of left-turn lane on major road",26,0.74,"All","O (property damage only)","Not specified","Rural",2004,3,"",22,12,0.22,0.12,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Not specified","","","","2009-12-01",""]
[260,"Safety Effectiveness of Intersection Left- and Right-Turn Lanes","Intersection geometry","Turn lanes ","Provide a left-turn lane on one major-road approach",28,0.72,"All","All","Not Specified","Rural",2002,5,"",3,3,0.03,0.03,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","",1600,32400,"",50,11800,"","","Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed to match HSM"]
[261,"Safety Effectiveness of Intersection Left- and Right-Turn Lanes","Intersection geometry","Turn lanes ","Provide a left-turn lane on one major-road approach",27,0.73,"All","All","Not Specified","Urban",2002,5,"",4,3,0.04,0.03,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","",1500,40600,"",200,8000,"","","Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed to match HSM"]
[262,"Safety Effectiveness of Intersection Left- and Right-Turn Lanes","Intersection geometry","Turn lanes ","Provide a left-turn lane on one major-road approach",10,0.9,"All","All","Not Specified","Urban",2002,3,"",10,8,0.1,0.08,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","",7200,55100,"",550,2600,"","","Roadway/roadway (not interchange related)","4-leg","Signalized","","","","2009-12-01","Countermeasure name changed to match HSM"]
[263,"Safety Effectiveness of Intersection Left- and Right-Turn Lanes","Intersection geometry","Turn lanes ","Provide a left-turn lane on one major-road approach",24,0.76,"All","All","Not Specified","Urban",2002,5,"",3,3,0.03,0.03,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","",4600,40300,"",100,13700,"","","Roadway/roadway (not interchange related)","4-leg","Signalized","","","","2009-12-01","Countermeasure name changed to match HSM"]
[264,"Safety Effectiveness of Intersection Left- and Right-Turn Lanes","Intersection geometry","Turn lanes ","Provide a left-turn lane on one major-road approach",35,0.65,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not Specified","Rural",2002,5,"",4,3,0.04,0.03,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","",1600,32400,"",50,11800,"","","Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed to match HSM"]
[265,"Safety Effectiveness of Intersection Left- and Right-Turn Lanes","Intersection geometry","Turn lanes ","Provide a left-turn lane on one major-road approach",29,0.71,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not Specified","Urban",2002,5,"",5,4,0.05,0.04,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","",1500,40600,"",200,8000,"","","Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed to match HSM"]
[266,"Safety Effectiveness of Intersection Left- and Right-Turn Lanes","Intersection geometry","Turn lanes ","Provide a left-turn lane on one major-road approach",9,0.91,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not Specified","Urban",2002,5,"",2,1,0.02,0.01,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","",7200,55100,"",550,2600,"","","Roadway/roadway (not interchange related)","4-leg","Signalized","","","","2009-12-01","Countermeasure name changed to match HSM"]
[267,"Safety Effectiveness of Intersection Left- and Right-Turn Lanes","Intersection geometry","Turn lanes ","Provide a left-turn lane on one major-road approach",28,0.72,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not Specified","Urban",2002,4,"",6,5,0.06,0.05,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","",4600,40300,"",100,13700,"","","Roadway/roadway (not interchange related)","4-leg","Signalized","","","","2009-12-01","Countermeasure name changed to match HSM"]
[268,"Safety Effectiveness of Intersection Left- and Right-Turn Lanes","Intersection geometry","Turn lanes ","Provide a left-turn lane on both major-road approaches",48,0.52,"All","All","Not Specified","Rural",2002,5,"",4,3,0.04,0.03,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","",1500,32400,"",50,11800,"","","Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed to match HSM"]
[269,"Safety Effectiveness of Intersection Left- and Right-Turn Lanes","Intersection geometry","Turn lanes ","Provide a left-turn lane on both major-road approaches",47,0.53,"All","All","Not Specified","Urban",2002,5,"",4,4,0.04,0.04,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","",1500,40600,"",200,8000,"","","Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed to match HSM"]
[270,"Safety Effectiveness of Intersection Left- and Right-Turn Lanes","Intersection geometry","Turn lanes ","Provide a left-turn lane on both major-road approaches",19,0.81,"All","All","Not Specified","Urban",2002,3,"",13,11,0.13,0.11,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","",7200,55100,"",550,2600,"","","Roadway/roadway (not interchange related)","4-leg","Signalized","","","","2009-12-01","Countermeasure name changed to match HSM"]
[271,"Safety Effectiveness of Intersection Left- and Right-Turn Lanes","Intersection geometry","Turn lanes ","Provide a left-turn lane on both major-road approaches",42,0.57999999999999996,"All","All","Not Specified","Urban",2002,5,"",4,3,0.04,0.03,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","",4600,40300,"",100,13700,"","","Roadway/roadway (not interchange related)","4-leg","Signalized","","","","2009-12-01","Countermeasure name changed to match HSM"]
[272,"Safety Effectiveness of Intersection Left- and Right-Turn Lanes","Intersection geometry","Turn lanes ","Provide a left-turn lane on both major-road approaches",58,0.42,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not Specified","Rural",2002,5,"",4,3,0.04,0.03,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","",1500,32400,"",50,11800,"","","Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed to match HSM"]
[273,"Safety Effectiveness of Intersection Left- and Right-Turn Lanes","Intersection geometry","Turn lanes ","Provide a left-turn lane on both major-road approaches",50,0.5,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not Specified","Urban",2002,4,"",6,5,0.06,0.05,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","",1500,40600,"",200,8000,"","","Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed to match HSM"]
[274,"Safety Effectiveness of Intersection Left- and Right-Turn Lanes","Intersection geometry","Turn lanes ","Provide a left-turn lane on both major-road approaches",17,0.83,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not Specified","Urban",2002,5,"",2,2,0.02,0.02,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","",7200,55100,"",550,2600,"","","Roadway/roadway (not interchange related)","4-leg","Signalized","","","","2009-12-01","Countermeasure name changed to match HSM"]
[275,"Safety Effectiveness of Intersection Left- and Right-Turn Lanes","Intersection geometry","Turn lanes ","Provide a left-turn lane on both major-road approaches",48,0.52,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not Specified","Urban",2002,4,"",7,6,7.0000000000000007E-2,0.06,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","",4600,40300,"",100,13700,"","","Roadway/roadway (not interchange related)","4-leg","Signalized","","","","2009-12-01","Countermeasure name changed to match HSM"]
[276,"Right-Angle Crash Occurance at Signalized Intersections","Intersection geometry","Turn lanes ","Introducing zero or positive offset left-turn lane on crossing roadway",26,0.74,"Angle","All","Not specified","Urban",2007,3,"",26,13,0.26,0.13,"no","Regression cross-section","","","","","","","","","","","","","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Signalized","","","","2009-12-01",""]
[277,"Right-Angle Crash Occurance at Signalized Intersections","Intersection geometry","Turn lanes ","Introducing zero or positive offset left-turn lane on crossing roadway",20,0.8,"Angle","All","Not specified","Urban",2007,3,"",28,14,0.28000000000000003,0.14000000000000001,"no","Regression cross-section","","","","","","","","","","","","","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Signalized","","","","2009-12-01",""]
[278,"Prediction Models for Intersections on Rural Multilane Highways: Differences by Collision Type","Intersection geometry","Turn lanes ","Introduce raised/curb left-turn channelization",25,0.75,"Rear end,Sideswipe","All","Not specified","Rural",2007,3,"",27,14,0.27,0.14000000000000001,"no","Regression cross-section","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01",""]
[279,"Prediction Models for Intersections on Rural Multilane Highways: Differences by Collision Type","Intersection geometry","Turn lanes ","Introduce raised/curb left-turn channelization",13,0.87,"All","All","Not specified","Rural",2007,3,"",28,14,0.28000000000000003,0.14000000000000001,"no","Regression cross-section","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01",""]
[280,"Prediction Models for Intersections on Rural Multilane Highways: Differences by Collision Type","Intersection geometry","Turn lanes ","Introduce painted left-turn channelization",39,0.61,"Rear end,Sideswipe","All","Not specified","Rural",2007,3,"",19,9,0.19,0.09,"no","Regression cross-section","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01",""]
[281,"Prediction Models for Intersections on Rural Multilane Highways: Differences by Collision Type","Intersection geometry","Turn lanes ","Introduce painted left-turn channelization",33,0.67,"All","All","Not specified","Rural",2007,3,"",18,9,0.18,0.09,"no","Regression cross-section","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01",""]
[282,"Handbook of Road Safety Measures","Intersection geometry","Turn lanes ","Physical channelization of right-turn lane on major road",2,0.98,"All","A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2004,1,"",63,35,0.63,0.35,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","3-leg","Not specified","","","","2009-12-01",""]
[283,"Handbook of Road Safety Measures","Intersection geometry","Turn lanes ","Physical channelization of right-turn lane on major road",13,0.87,"All","A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2004,1,"",194,108,1.94,1.08,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Not specified","","","","2009-12-01",""]
[284,"Handbook of Road Safety Measures","Intersection geometry","Turn lanes ","Physical channelization of right-turn lane on major road",19,0.81,"All","O (property damage only)","Not specified","Rural",2004,1,"",84,47,0.84,0.47,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Not specified","","","","2009-12-01",""]
[285,"Safety Effectiveness of Intersection Left- and Right-Turn Lanes","Intersection geometry","Turn lanes ","Provide a right-turn lane on one major-road approach",14,0.86,"All","All","Not Specified","All",2002,4,"",6,5,0.06,0.05,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","",1500,40600,"",25,26000,"","","Roadway/roadway (not interchange related)","3-leg,4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed to match HSM"]
[286,"Safety Effectiveness of Intersection Left- and Right-Turn Lanes","Intersection geometry","Turn lanes ","Provide a right-turn lane on one major-road approach",4,0.96,"All","All","Not Specified","All",2002,3,"",2,2,0.02,0.02,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","",7200,55100,"",550,8400,"","","Roadway/roadway (not interchange related)","3-leg,4-leg","Signalized","","","","2009-12-01","Countermeasure name changed to match HSM"]
[287,"Safety Effectiveness of Intersection Left- and Right-Turn Lanes","Intersection geometry","Turn lanes ","Provide a right-turn lane on one major-road approach",23,0.77,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not Specified","All",2002,4,"",8,7,0.08,7.0000000000000007E-2,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","",1500,40600,"",25,26000,"","","Roadway/roadway (not interchange related)","3-leg,4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed to match HSM"]
[288,"Safety Effectiveness of Intersection Left- and Right-Turn Lanes","Intersection geometry","Turn lanes ","Provide a right-turn lane on one major-road approach",9,0.91,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not Specified","All",2002,5,"",4,3,0.04,0.03,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","",7200,55100,"",550,8400,"","","Roadway/roadway (not interchange related)","3-leg,4-leg","Signalized","","","","2009-12-01","Countermeasure name changed to match HSM"]
[289,"Safety Effectiveness of Intersection Left- and Right-Turn Lanes","Intersection geometry","Turn lanes ","Provide a right-turn lane on both major-road approaches",26,0.74,"All","All","Not Specified","All",2002,4,"",8,7,0.08,7.0000000000000007E-2,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","",1500,40600,"",25,26000,"","","Roadway/roadway (not interchange related)","Not Specified","Stop-controlled","","","","2009-12-01","Countermeasure name changed to match HSM"]
[290,"Safety Effectiveness of Intersection Left- and Right-Turn Lanes","Intersection geometry","Turn lanes ","Provide a right-turn lane on both major-road approaches",8,0.92,"All","All","Not Specified","All",2002,5,"",3,3,0.03,0.03,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","",7200,55100,"",550,8400,"","","Roadway/roadway (not interchange related)","Not Specified","Signalized","","","","2009-12-01","Countermeasure name changed to match HSM"]
[291,"Handbook of Road Safety Measures","Intersection geometry","Turn lanes ","Physical channelization of both major and minor roads",-16,1.1599999999999999,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2004,3,"","",9,"",0.09,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","3-leg","Not specified","","","","2009-12-01",""]
[292,"Handbook of Road Safety Measures","Intersection geometry","Turn lanes ","Physical channelization of both major and minor roads",27,0.73,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2004,4,"","",6,"",0.06,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Not specified","","","","2009-12-01",""]
[293,"Handbook of Road Safety Measures","Intersection geometry","Turn lanes ","Physical channelization of both major and minor roads",13,0.87,"All","O (property damage only)","Not specified","Rural",2004,3,"",40,22,0.4,0.22,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Not specified","","","","2009-12-01",""]
[294,"Handbook of Road Safety Measures","Intersection geometry","Turn lanes ","Painted channelization of both major and minor roads",57,0.43,"All","A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2004,4,"",12,7,0.12,7.0000000000000007E-2,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Not specified","","","","2009-12-01",""]
[295,"Bypass Lane Safety, Operations, and Design Study","Intersection geometry","Turn lanes ","Addition of left- or right-turn by-pass lanes",5,0.95,"All","All","Not specified","Rural",1999,3,"",21,10,0.21,0.1,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","3-leg,4-leg","Stop-controlled","","","","2009-12-01",""]
[296,"Bypass Lane Safety, Operations, and Design Study","Intersection geometry","Turn lanes ","Addition of left- or right-turn by-pass lanes",-25,1.25,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",1999,2,"",46,21,0.46,0.21,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","3-leg,4-leg","Stop-controlled","","","","2009-12-01",""]
[297,"Bypass Lane Safety, Operations, and Design Study","Intersection geometry","Turn lanes ","Addition of left- or right-turn by-pass lanes",19,0.81,"All","O (property damage only)","Not specified","Rural",1999,3,"",23,10,0.23,0.1,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","3-leg,4-leg","Stop-controlled","","","","2009-12-01",""]
[298,"NCHRP Report 375: Median Intersection Design","Access management","None","Increase intersection median width by 3 ft increments",4,0.96,"Multiple vehicle","All","Not Specified","Rural",1995,5,"",2,1,0.02,0.01,"bold caret","Regression cross-section","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed to match HSM"]
[299,"NCHRP Report 375: Median Intersection Design","Access management","None","Increase intersection median width by 3 ft increments",-6,1.06,"Multiple vehicle","All","Not Specified","Urban and Suburban",1995,5,"",1,1,0.01,0.01,"bold","Regression cross-section","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed to match HSM"]
[300,"NCHRP Report 375: Median Intersection Design","Access management","None","Increase intersection median width by 3 ft increments",-3,1.03,"Multiple vehicle","All","Not Specified","Urban and Suburban",1995,5,"",1,1,0.01,0.01,"bold","Regression cross-section","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","3-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed to match HSM"]
[301,"NCHRP Report 375: Median Intersection Design","Access management","None","Increase intersection median width by 3 ft increments",-3,1.03,"Multiple vehicle","All","Not Specified","Urban and Suburban",1995,5,"",1,1,0.01,0.01,"bold","Regression cross-section","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Signalized","","","","2009-12-01","Countermeasure name changed to match HSM"]
[302,"NCHRP Report 375: Median Intersection Design","Access management","None","Increase intersection median width by 3 ft increments",4,0.96,"Multiple vehicle","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not Specified","Rural",1995,5,"",2,1,0.02,0.01,"bold caret","Regression cross-section","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed to match HSM"]
[303,"NCHRP Report 375: Median Intersection Design","Access management","None","Increase intersection median width by 3 ft increments",-5,1.05,"Multiple vehicle","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not Specified","Urban and Suburban",1995,5,"",2,1,0.02,0.01,"bold","Regression cross-section","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed to match HSM"]
[304,"NCHRP Report 375: Median Intersection Design","Access management","None","Increase intersection median width by 3 ft increments",-3,1.03,"Multiple vehicle","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not Specified","Urban and Suburban",1995,5,"",1,1,0.01,0.01,"bold","Regression cross-section","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Signalized","","","","2009-12-01","Countermeasure name changed to match HSM"]
[305,"Handbook of Road Safety Measures","Roadside","Other","Increase triangle sight distance",-30,1.3,"All","A (serious injury),B (minor injury),C (possible injury)","Not specified","Not specified",2004,1,"",57,"",0.56999999999999995,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","3-leg","Not specified","","","","2009-12-01",""]
[306,"Handbook of Road Safety Measures","Roadside","Other","Increase triangle sight distance",-29,1.29,"All","O (property damage only)","Not specified","Not specified",2004,1,"",77,"",0.77,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","3-leg","Not specified","","","","2009-12-01",""]
[307,"Handbook of Road Safety Measures","Roadside","Other","Increase triangle sight distance",48,0.53,"All","A (serious injury),B (minor injury),C (possible injury)","Not specified","Not specified",2004,3,"",29,"",0.28999999999999998,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Not specified","","","","2009-12-01",""]
[308,"Handbook of Road Safety Measures","Roadside","Other","Increase triangle sight distance",11,0.89,"All","O (property damage only)","Not specified","Not specified",2004,3,"",15,"",0.15,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Not specified","","","","2009-12-01",""]
[309,"NCHRP Report 320: Guidelines for Converting Stop to Yield Control at Intersections","Intersection traffic control","Traffic control type ","Convert stop control to yield control",-127,2.27,"All","All","Not specified","Urban and Suburban",1989,1,"",126,70,1.26,0.7,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01",""]
[310,"The Safety Effect of Conversion to All-Way Stop Control","Intersection traffic control","Traffic control type ","Convert minor-road stop control to all-way stop control",75,0.25,"Angle","All","Not Specified","Urban",1986,5,"",3,2,0.03,0.02,"bold","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not Specified","Stop-controlled","","","","2009-12-01","Countermeasure name changed to match HSM"]
[311,"The Safety Effect of Conversion to All-Way Stop Control","Intersection traffic control","Traffic control type ","Convert minor-road stop control to all-way stop control",18,0.82,"Rear end","All","Not Specified","Urban",1986,3,"",13,7,0.13,7.0000000000000007E-2,"bold","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not Specified","Stop-controlled","","","","2009-12-01","Countermeasure name changed to match HSM"]
[312,"The Safety Effect of Conversion to All-Way Stop Control","Intersection traffic control","Traffic control type ","Convert minor-road stop control to all-way stop control",29,0.71,"Angle","All","Not specified","Urban",1986,2,"",52,29,0.52,0.28999999999999998,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Stop-controlled","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[313,"The Safety Effect of Conversion to All-Way Stop Control","Intersection traffic control","Traffic control type ","Convert minor-road stop control to all-way stop control",43,0.56999999999999995,"Vehicle/pedestrian","All","Not Specified","Urban",1986,4,"",15,8,0.15,0.08,"italics","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not Specified","Stop-controlled","","","","2009-12-01","Countermeasure name changed to match HSM"]
[314,"The Safety Effect of Conversion to All-Way Stop Control","Intersection traffic control","Traffic control type ","Convert minor-road stop control to all-way stop control",70,0.3,"All","A (serious injury),B (minor injury),C (possible injury)","Not Specified","Urban",1986,4,"",6,3,0.06,0.03,"bold","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not Specified","Stop-controlled","","","","2009-12-01","Countermeasure name changed to match HSM"]
[315,"Prediction of the Expected Safety Performance of Rural Two-Lane Highways","Intersection traffic control","Traffic control type ","Convert minor-road stop control to all-way stop control",48,0.52,"All","All","Not Specified","Rural",2000,5,"",4,2,0.04,0.02,"bold","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not Specified","Stop-controlled","","","","2009-12-01","Countermeasure name changed to match HSM"]
[316,"NCHRP Report 491: Crash Experience Warrant for Traffic Signals","Intersection traffic control","Traffic control type ","Install a traffic signal",14,0.86,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Urban",2003,3,"",38,32,0.38,0.32,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","3-leg","Stop-controlled","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[317,"NCHRP Report 491: Crash Experience Warrant for Traffic Signals","Intersection traffic control","Traffic control type ","Install a traffic signal",34,0.66,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Urban",2003,2,"",54,45,0.54,0.45,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","3-leg","Stop-controlled","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[318,"NCHRP Report 491: Crash Experience Warrant for Traffic Signals","Intersection traffic control","Traffic control type ","Install a traffic signal",-50,1.5,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Urban",2003,1,"",61,51,0.61,0.51,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","3-leg","Stop-controlled","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[319,"NCHRP Report 491: Crash Experience Warrant for Traffic Signals","Intersection traffic control","Traffic control type ","Install a traffic signal",23,0.77,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Urban",2003,3,"",27,22,0.27,0.22,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[320,"NCHRP Report 491: Crash Experience Warrant for Traffic Signals","Intersection traffic control","Traffic control type ","Install a traffic signal",67,0.33,"Angle","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Urban",2003,4,"",24,20,0.24,0.2,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[321,"NCHRP Report 491: Crash Experience Warrant for Traffic Signals","Intersection traffic control","Traffic control type ","Install a traffic signal",-38,1.38,"Rear end","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Urban",2003,2,"",46,39,0.46,0.39,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[322,"Safety Effects of Left-Turn Phasing Schemes at High-Speed Intersections","Intersection traffic control","Traffic control type ","Install a traffic signal (major road speed limit at least 40 mph)",5,0.95,"All","All","Not Specified","Urban",2007,3,"",9,8,0.09,0.08,"bold star","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed to match HSM"]
[323,"Safety Effects of Left-Turn Phasing Schemes at High-Speed Intersections","Intersection traffic control","Traffic control type ","Install a traffic signal (major road speed limit at least 40 mph)",67,0.33,"Angle","All","Not Specified","Urban",2007,4,"",6,5,0.06,0.05,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed to match HSM"]
[324,"Safety Effects of Left-Turn Phasing Schemes at High-Speed Intersections","Intersection traffic control","Traffic control type ","Install a traffic signal (major road speed limit at least 40 mph)",-143,2.4300000000000002,"Rear end","All","Not Specified","Urban",2007,3,"",37,31,0.37,0.31,"italics","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed to match HSM"]
[325,"Accident Modification Factors for Traffic Engineering and ITS Improvements","Intersection traffic control","Traffic control type ","Install a traffic signal",44,0.56000000000000005,"All","All","Not specified","Rural",2008,5,"Stop controlled",3,"",0.03,"","bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","",3261,29926,"",101,10300,"","","Roadway/roadway (not interchange related)","3-leg,4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[326,"Accident Modification Factors for Traffic Engineering and ITS Improvements","Intersection traffic control","Traffic control type ","Install a traffic signal",77,0.23,"Angle","All","Not Specified","Rural",2008,5,"",2,2,0.02,0.02,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","",3261,29926,"",101,10300,"","","Roadway/roadway (not interchange related)","3-leg,4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed to match HSM"]
[327,"Accident Modification Factors for Traffic Engineering and ITS Improvements","Intersection traffic control","Traffic control type ","Install a traffic signal",60,0.4,"Left turn","All","Not Specified","Rural",2008,4,"",6,5,0.06,0.05,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","",3261,29926,"",101,10300,"","","Roadway/roadway (not interchange related)","3-leg,4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed to match HSM"]
[328,"Accident Modification Factors for Traffic Engineering and ITS Improvements","Intersection traffic control","Traffic control type ","Install a traffic signal",-58,1.58,"Rear end","All","Not specified","Rural",2008,4,"",17,14,0.17,0.14000000000000001,"italics","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","","","","","","","","","","","","Roadway/roadway (not interchange related)","3-leg,4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[329,"Crash Reductions Related to Traffic Signal Removal in Philadelphia","Intersection traffic control","Other","Remove unwarranted signal (one-lane, one-way streets, excluding major arterials)",24,0.76,"Angle,Left turn,Right turn","All","Not Specified","Urban",1997,4,"",14,10,0.14000000000000001,0.1,"bold","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not Specified","Signalized","","","","2009-12-01","Countermeasure name changed to match HSM"]
[330,"Crash Reductions Related to Traffic Signal Removal in Philadelphia","Intersection traffic control","Other","Remove unwarranted signal (one-lane, one-way streets, excluding major arterials)",29,0.71,"Rear end","All","Not Specified","Urban",1997,3,"",29,19,0.28999999999999998,0.19,"italics","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not Specified","Signalized","","","","2009-12-01","Countermeasure name changed to match HSM"]
[331,"Crash Reductions Related to Traffic Signal Removal in Philadelphia","Intersection traffic control","Other","Remove unwarranted signal (one-lane, one-way streets, excluding major arterials)",18,0.82,"Vehicle/pedestrian","All","Not Specified","Urban",1997,3,"",31,20,0.31,0.2,"italics","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not Specified","Signalized","","","","2009-12-01","Countermeasure name changed to match HSM"]
[332,"Crash Reductions Related to Traffic Signal Removal in Philadelphia","Intersection traffic control","Other","Remove unwarranted signal (one-lane, one-way streets, excluding major arterials)",24,0.76,"All","All","Not specified","Not specified",1997,4,"",9,7,0.09,7.0000000000000007E-2,"bold","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Signalized","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[333,"Accident Modification Factors for Traffic Engineering and ITS Improvements","Intersection traffic control","Signal phasing or timing","Change from permitted or permitted-protected to protected",99,0.01,"Angle","All","Not specified","Urban",2008,5,"",3,1,0.03,0.01,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Signalized","","","","2009-12-01",""]
[334,"Accident Modification Factors for Traffic Engineering and ITS Improvements","Intersection traffic control","Signal phasing or timing","Change from permitted or permitted-protected to protected",1,0.99,"All","All","Not specified","Urban",2008,3,"",13,7,0.13,7.0000000000000007E-2,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Signalized","","","","2009-12-01",""]
[335,"Safety Effects of Left-Turn Phasing Schemes at High-Speed Intersections","Intersection traffic control","Signal phasing or timing","Change from permitted to protected on minor approach",99,0.01,"Angle","All","Not specified","Urban",2007,5,"",2,1,0.02,0.01,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Signalized","","","","2009-12-01",""]
[336,"Safety Effects of Left-Turn Phasing Schemes at High-Speed Intersections","Intersection traffic control","Signal phasing or timing","Change from permitted to protected on minor approach",18,0.83,"all","All","Not specified","Urban",2007,1,"",80,44,0.8,0.44,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Signalized","","","","2009-12-01",""]
[337,"Safety Effects of Left-Turn Phasing Schemes at High-Speed Intersections","Intersection traffic control","Signal phasing or timing","Change from permitted-protected to protected on minor approach",97,0.04,"Angle","All","Not specified","Urban",2007,4,"",8,4,0.08,0.04,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Signalized","","","","2009-12-01",""]
[338,"Safety Effects of Left-Turn Phasing Schemes at High-Speed Intersections","Intersection traffic control","Signal phasing or timing","Change from permitted-protected to protected on minor approach",1,0.99,"all","All","Not specified","Urban",2007,1,"",61,34,0.61,0.34,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Signalized","","","","2009-12-01",""]
[339,"Safety Effects of Left-Turn Phasing Schemes at High-Speed Intersections","Intersection traffic control","Signal phasing or timing","Change from permitted-protected to protected on major approach",99,0.01,"Angle","All","Not specified","Urban",2007,5,"",2,1,0.02,0.01,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Signalized","","","","2009-12-01",""]
[340,"Safety Effects of Left-Turn Phasing Schemes at High-Speed Intersections","Intersection traffic control","Signal phasing or timing","Change from permitted-protected to protected on major approach",42,0.57999999999999996,"All","All","Not specified","Urban",2007,3,"",34,19,0.34,0.19,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Signalized","","","","2009-12-01",""]
[341,"Accident Modification Factors for Traffic Engineering and ITS Improvements","Intersection traffic control","Signal phasing or timing","Change permitted to protected/permitted or permitted/protected",2,0.98,"Angle","Not specified","Not specified","Urban",2008,2,"",50,28,0.5,0.28000000000000003,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Signalized","","","","2009-12-01",""]
[342,"Safety Effects of Left-Turn Phasing Schemes at High-Speed Intersections","Intersection traffic control","Signal phasing or timing","Changed permitted to permitted/protected on minor approach",27,0.73,"Angle","Not specified","Not specified","Urban",2007,1,"",98,55,0.98,0.55000000000000004,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Signalized","","","","2009-12-01",""]
[343,"Left Turn Protection, Safety, Delay and Guidelines: A Literature Review","Intersection traffic control","Signal phasing or timing","Protected to protected/permissive left-turn operations",-65,1.65,"Angle","All","Not specified","Not specified",2004,1,"",156,71,1.56,0.71,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Signalized","","","","2009-12-01",""]
[344,"Left Turn Protection, Safety, Delay and Guidelines: A Literature Review","Intersection traffic control","Signal phasing or timing","Protected to protected/permissive left-turn operations",4,0.96,"Rear end","All","Not specified","Not specified",2004,2,"",48,22,0.48,0.22,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Signalized","","","","2009-12-01",""]
[345,"Left Turn Protection, Safety, Delay and Guidelines: A Literature Review","Intersection traffic control","Signal phasing or timing","Protected to protected/permissive left-turn operations",4,0.96,"Not specified","All","Not specified","Not specified",2004,3,"",44,20,0.44,0.2,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Signalized","","","","2009-12-01",""]
[346,"Left Turn Protection, Safety, Delay and Guidelines: A Literature Review","Intersection traffic control","Signal phasing or timing","Protected to protected/permissive left-turn operations",-10,1.1000000000000001,"All","A (serious injury),B (minor injury),C (possible injury)","Not specified","Not specified",2004,1,"",55,25,0.55000000000000004,0.25,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Signalized","","","","2009-12-01",""]
[347,"Comparative Analysis of Leading and Lagging Left Turns","Intersection traffic control","Signal phasing or timing","Protected/permissive to permissive/protected left-turn operations",33,0.67,"Angle","All","Not specified","Not specified",1991,2,"",48,22,0.48,0.22,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Signalized","","","","2009-12-01",""]
[348,"Comparative Analysis of Leading and Lagging Left Turns","Intersection traffic control","Signal phasing or timing","Protected / Permitted to Permitted / Protected",13,0.87,"All","All","Not specified","Not specified",1991,3,"",42,19,0.42,0.19,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Signalized","","","","2009-12-01",""]
[349,"Comparative Analysis of Leading and Lagging Left Turns","Intersection traffic control","Signal phasing or timing","Leading protected to lagging protected exclusive left-turn operations",-49,1.49,"Angle","All","Not specified","Not specified",1991,1,"",119,54,1.19,0.54,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Signalized","","","","2009-12-01",""]
[350,"Comparative Analysis of Leading and Lagging Left Turns","Intersection traffic control","Signal phasing or timing","Leading protected to lagging protected exclusive left-turn operations",-15,1.1499999999999999,"All","All","Not specified","Not specified",1991,3,"",42,19,0.42,0.19,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Signalized","","","","2009-12-01",""]
[351,"Right Turns Followed by U-Turns Versus Direct Left Turns: A Comparison of Safety Issues","Access management","None","Replace direct left-turn with right-turn/U-turn",20,0.8,"All","All","Principal Arterial Other","Not Specified",2001,4,"",13,3,0.13,0.03,"bold","Non-regression cross-section","","","","","","","","","","","","","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","",0,34000,"","4 to 8","Roadway/roadway (not interchange related)","Not Specified","Stop-controlled","","","","2009-12-01",""]
[352,"Right Turns Followed by U-Turns Versus Direct Left Turns: A Comparison of Safety Issues","Access management","None","Replace direct left-turn with right-turn/U-turn",11,0.89,"All","O (property damage only)","Principal Arterial Other","Not Specified",2001,3,"",17,3,0.17,0.03,"italics","Non-regression cross-section","","","","","","","","","","","","","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","",0,34000,"","4 to 8","Roadway/roadway (not interchange related)","Not Specified","Stop-controlled","","","","2009-12-01",""]
[353,"Right Turns Followed by U-Turns Versus Direct Left Turns: A Comparison of Safety Issues","Access management","None","Replace direct left-turn with right-turn/U-turn",36,0.64,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other","Not Specified",2001,3,"",18,4,0.18,0.04,"italics","Non-regression cross-section","","","","","","","","","","","","","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","",0,34000,"","4 to 8","Roadway/roadway (not interchange related)","Not Specified","Stop-controlled","","","","2009-12-01",""]
[354,"Right Turns Followed by U-Turns Versus Direct Left Turns: A Comparison of Safety Issues","Access management","None","Replace direct left-turn with right-turn/U-turn",16,0.84,"Rear end","All","Principal Arterial Other","Not Specified",2001,3,"",22,4,0.22,0.04,"italics","Non-regression cross-section","","","","","","","","","","","","","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","",0,34000,"","4 to 8","Roadway/roadway (not interchange related)","Not Specified","Stop-controlled","","","","2009-12-01",""]
[355,"Right Turns Followed by U-Turns Versus Direct Left Turns: A Comparison of Safety Issues","Access management","None","Replace direct left-turn with right-turn/U-turn",-21,1.21,"Sideswipe","All","Principal Arterial Other","Not specified",2001,1,"",75,15,0.75,0.15,"no","Non-regression cross-section","","","","","","","","","","","","","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Stop-controlled","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[356,"Right Turns Followed by U-Turns Versus Direct Left Turns: A Comparison of Safety Issues","Access management","None","Replace direct left-turn with right-turn/U-turn",36,0.64,"Angle","All","Principal Arterial Other","Not Specified",2001,3,"",21,4,0.21,0.04,"italics","Non-regression cross-section","","","","","","","","","","","","","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","",0,34000,"","4 to 8","Roadway/roadway (not interchange related)","Not Specified","Stop-controlled","","","","2009-12-01",""]
[357,"Right Turns Followed by U-Turns Versus Direct Left Turns: A Comparison of Safety Issues","Access management","None","Replace direct left-turn with right-turn/U-turn",51,0.49,"All","All","Principal Arterial Other","Not Specified",2001,3,"",28,6,0.28000000000000003,0.06,"italics","Non-regression cross-section","","","","","","","","","","","","","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","",0,34000,"",4,"Roadway/roadway (not interchange related)","Not Specified","Stop-controlled","","","","2009-12-01",""]
[358,"Right Turns Followed by U-Turns Versus Direct Left Turns: A Comparison of Safety Issues","Access management","None","Replace direct left-turn with right-turn/U-turn",44,0.56000000000000005,"All","O (property damage only)","Principal Arterial Other","Not specified",2001,3,"",37,7,0.37,7.0000000000000007E-2,"no","Non-regression cross-section","","","","","","","","","","","","","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Stop-controlled","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[359,"Right Turns Followed by U-Turns Versus Direct Left Turns: A Comparison of Safety Issues","Access management","None","Replace direct left-turn with right-turn/U-turn",62,0.38,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other","Not specified",2001,3,"",39,8,0.39,0.08,"no","Non-regression cross-section","","","","","","","","","","","","","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Stop-controlled","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[360,"Right Turns Followed by U-Turns Versus Direct Left Turns: A Comparison of Safety Issues","Access management","None","Replace direct left-turn with right-turn/U-turn",14,0.86,"All","All","Principal Arterial Other","Not Specified",2001,3,"",15,3,0.15,0.03,"italics","Non-regression cross-section","","","","","","","","","","","","","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","",0,34000,"",6,"Roadway/roadway (not interchange related)","Not Specified","Stop-controlled","","","","2009-12-01",""]
[361,"Right Turns Followed by U-Turns Versus Direct Left Turns: A Comparison of Safety Issues","Access management","None","Replace direct left-turn with right-turn/U-turn",5,0.95,"All","O (property damage only)","Principal Arterial Other","Not Specified",2001,3,"",20,4,0.2,0.04,"italics star","Non-regression cross-section","","","","","","","","","","","","","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","",0,34000,"",6,"Roadway/roadway (not interchange related)","Not Specified","Stop-controlled","","","","2009-12-01",""]
[362,"Right Turns Followed by U-Turns Versus Direct Left Turns: A Comparison of Safety Issues","Access management","None","Replace direct left-turn with right-turn/U-turn",31,0.69,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other","Not Specified",2001,3,"",21,4,0.21,0.04,"italics","Non-regression cross-section","","","","","","","","","","","","","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","",0,34000,"",6,"Roadway/roadway (not interchange related)","Not Specified","Stop-controlled","","","","2009-12-01",""]
[363,"Right Turns Followed by U-Turns Versus Direct Left Turns: A Comparison of Safety Issues","Access management","None","Replace direct left-turn with right-turn/U-turn",9,0.91,"Rear end","All","Principal Arterial Other","Not Specified",2001,3,"",25,5,0.25,0.05,"italics star","Non-regression cross-section","","","","","","","","","","","","","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","",0,34000,"",6,"Roadway/roadway (not interchange related)","Not Specified","Stop-controlled","","","","2009-12-01",""]
[364,"Right Turns Followed by U-Turns Versus Direct Left Turns: A Comparison of Safety Issues","Access management","None","Replace direct left-turn with right-turn/U-turn",-33,1.33,"Sideswipe","All","Principal Arterial Other","Not specified",2001,1,"",92,18,0.92,0.18,"no","Non-regression cross-section","","","","","","","","","","","","","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Stop-controlled","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[365,"Right Turns Followed by U-Turns Versus Direct Left Turns: A Comparison of Safety Issues","Access management","None","Replace direct left-turn with right-turn/U-turn",33,0.67,"Angle","All","Principal Arterial Other","Not Specified",2001,3,"",25,5,0.25,0.05,"italics","Non-regression cross-section","","","","","","","","","","","","","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","",0,34000,"",6,"Roadway/roadway (not interchange related)","Not Specified","Stop-controlled","","","","2009-12-01",""]
[366,"Right Turns Followed by U-Turns Versus Direct Left Turns: A Comparison of Safety Issues","Access management","None","Replace direct left-turn with right-turn/U-turn",11,0.89,"All","All","Principal Arterial Other","Not specified",2001,1,"",67,13,0.67,0.13,"no","Non-regression cross-section","","","","","","","","","","","","","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Stop-controlled","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[367,"Right Turns Followed by U-Turns Versus Direct Left Turns: A Comparison of Safety Issues","Access management","None","Replace direct left-turn with right-turn/U-turn",3,0.97,"All","O (property damage only)","Principal Arterial Other","Not specified",2001,1,"",86,17,0.86,0.17,"no","Non-regression cross-section","","","","","","","","","","","","","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Stop-controlled","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[368,"Right Turns Followed by U-Turns Versus Direct Left Turns: A Comparison of Safety Issues","Access management","None","Replace direct left-turn with right-turn/U-turn",27,0.73,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other","Not specified",2001,1,"",104,21,1.04,0.21,"no","Non-regression cross-section","","","","","","","","","","","","","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Stop-controlled","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[369,"The Effect of Right-Turn-on-Red on Pedestrian and Bicyclist Accidents","Intersection traffic control","Turn prohibitions/permissions ","Permit right-turn-on-red",-43,1.43,"Vehicle/pedestrian","All","Not specified","Not specified",1982,4,"",24,11,0.24,0.11,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Signalized","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[370,"The Effect of Right-Turn-on-Red on Pedestrian and Bicyclist Accidents","Intersection traffic control","Turn prohibitions/permissions ","Permit right-turn-on-red",-108,2.08,"Vehicle/pedestrian","All","Not specified","Not specified",1982,2,"",51,23,0.51,0.23,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Signalized","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[371,"The Effect of Right-Turn-on-Red on Pedestrian and Bicyclist Accidents","Intersection traffic control","Turn prohibitions/permissions ","Permit right-turn-on-red",-57,1.57,"Vehicle/pedestrian","All","Not specified","Not specified",1982,3,"",31,14,0.31,0.14000000000000001,"italics","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Signalized","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[372,"The Effect of Right-Turn-on-Red on Pedestrian and Bicyclist Accidents","Intersection traffic control","Turn prohibitions/permissions ","Permit right-turn-on-red",-81,1.81,"Vehicle/bicycle","All","Not specified","Not specified",1982,1,"",88,40,0.88,0.4,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Signalized","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[373,"The Effect of Right-Turn-on-Red on Pedestrian and Bicyclist Accidents","Intersection traffic control","Turn prohibitions/permissions ","Permit right-turn-on-red",-82,1.82,"Vehicle/bicycle","All","Not specified","Not specified",1982,3,"",31,14,0.31,0.14000000000000001,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Signalized","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[374,"The Effect of Right-Turn-on-Red on Pedestrian and Bicyclist Accidents","Intersection traffic control","Turn prohibitions/permissions ","Permit right-turn-on-red",-73,1.73,"Vehicle/bicycle","All","Not specified","Not specified",1982,2,"",52,24,0.52,0.24,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Signalized","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[375,"The Effect of Right-Turn-on-Red on Pedestrian and Bicyclist Accidents","Intersection traffic control","Turn prohibitions/permissions ","Permit right-turn-on-red",-80,1.8,"Vehicle/bicycle","All","Not specified","Not specified",1982,2,"",52,24,0.52,0.24,"italics","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Signalized","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[376,"Handbook of Road Safety Measures","Intersection traffic control","Turn prohibitions/permissions ","Permit right-turn-on-red",-60,1.6,"Right turn","A (serious injury),B (minor injury),C (possible injury)","Not Specified","Not Specified",2004,4,"",9,5,0.09,0.05,"bold","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not Specified","Signalized","","","","2009-12-01",""]
[377,"Handbook of Road Safety Measures","Intersection traffic control","Turn prohibitions/permissions ","Permit right-turn-on-red",-10,1.1000000000000001,"Right turn","O (property damage only)","Not Specified","Not Specified",2004,5,"",1,1,0.01,0.01,"bold","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not Specified","Signalized","","","","2009-12-01",""]
[380,"Changes in Crash Risk Following Re-Timing of Traffic Signal Change Intervals","Intersection traffic control","Signal phasing or timing","Modify change plus clearance interval to ITE 1985 Proposed Recommended Practice",8,0.92,"All","All","Not Specified","Not Specified",2002,3,"",10,9,0.1,0.09,"bold star","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Signalized","","","","2009-12-01","Countermeasure name changed from \"retiming signal change intervals to ITE standards\" to match HSM"]
[381,"Changes in Crash Risk Following Re-Timing of Traffic Signal Change Intervals","Intersection traffic control","Signal phasing or timing","Modify change plus clearance interval to ITE 1985 Proposed Recommended Practice",-12,1.1200000000000001,"Rear end","All","Not Specified","Not Specified",2002,3,"",20,16,0.2,0.16,"italics","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Signalized","","","","2009-12-01","Countermeasure name changed from \"retiming signal change intervals to ITE standards\" to match HSM"]
[382,"Changes in Crash Risk Following Re-Timing of Traffic Signal Change Intervals","Intersection traffic control","Signal phasing or timing","Modify change plus clearance interval to ITE 1985 Proposed Recommended Practice",4,0.96,"Angle","All","Not Specified","Not Specified",2002,3,"",21,18,0.21,0.18,"italics star","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Signalized","","","","2009-12-01","Countermeasure name changed from \"retiming signal change intervals to ITE standards\" to match HSM"]
[383,"Changes in Crash Risk Following Re-Timing of Traffic Signal Change Intervals","Intersection traffic control","Signal phasing or timing","Modify change plus clearance interval to ITE 1985 Proposed Recommended Practice",37,0.63,"Vehicle/bicycle,Vehicle/pedestrian","All","Not Specified","Not Specified",2002,3,"","",16,"",0.16,"italics","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Signalized","","","","2009-12-01","Countermeasure name changed from \"retiming signal change intervals to ITE standards\" to match HSM"]
[384,"Changes in Crash Risk Following Re-Timing of Traffic Signal Change Intervals","Intersection traffic control","Signal phasing or timing","Modify change plus clearance interval to ITE 1985 Proposed Recommended Practice",12,0.88,"All","A (serious injury),B (minor injury),C (possible injury)","Not Specified","Not Specified",2002,3,"",11,9,0.11,0.09,"bold","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Signalized","","","","2009-12-01","Countermeasure name changed from \"retiming signal change intervals to ITE standards\" to match HSM"]
[385,"Changes in Crash Risk Following Re-Timing of Traffic Signal Change Intervals","Intersection traffic control","Signal phasing or timing","Modify change plus clearance interval to ITE 1985 Proposed Recommended Practice",-8,1.08,"Rear end","A (serious injury),B (minor injury),C (possible injury)","Not Specified","Not Specified",2002,3,"",21,17,0.21,0.17,"italics star","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Signalized","","","","2009-12-01","Countermeasure name changed from \"retiming signal change intervals to ITE standards\" to match HSM"]
[386,"Changes in Crash Risk Following Re-Timing of Traffic Signal Change Intervals","Intersection traffic control","Signal phasing or timing","Modify change plus clearance interval to ITE 1985 Proposed Recommended Practice",-6,1.06,"Angle","A (serious injury),B (minor injury),C (possible injury)","Not Specified","Not Specified",2002,3,"",26,22,0.26,0.22,"italics","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Signalized","","","","2009-12-01","Countermeasure name changed from \"retiming signal change intervals to ITE standards\" to match HSM"]
[387,"Changes in Crash Risk Following Re-Timing of Traffic Signal Change Intervals","Intersection traffic control","Signal phasing or timing","Modify change plus clearance interval to ITE 1985 Proposed Recommended Practice",37,0.63,"Vehicle/bicycle,Vehicle/pedestrian","A (serious injury),B (minor injury),C (possible injury)","Not Specified","Not Specified",2002,3,"",19,16,0.19,0.16,"italics","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Signalized","","","","2009-12-01","Countermeasure name changed from \"retiming signal change intervals to ITE standards\" to match HSM"]
[388,"Accident Modification Factors for Traffic Engineering and ITS Improvements","Intersection traffic control","Signal phasing or timing","Replace Night-Time Flash with Steady Operation",34,0.66,"Angle,Nighttime","All","Not specified","Urban",2008,3,"",32,18,0.32,0.18,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","3-leg,4-leg","Signalized","","","","2009-12-01",""]
[389,"Accident Modification Factors for Traffic Engineering and ITS Improvements","Intersection traffic control","Signal phasing or timing","Replace Night-Time Flash with Steady Operation",35,0.65,"Nighttime","All","Not specified","Urban",2008,3,"",26,15,0.26,0.15,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","","","","","","","","","","","","Roadway/roadway (not interchange related)","3-leg,4-leg","Signalized","","","","2009-12-01",""]
[390,"Guidelines for the Use of No U-Turn and No-Left Turn Signs","Intersection traffic control","Turn prohibitions/permissions ","Prohibit left-turns with \"No Left Turn\" sign",64,0.36,"Left turn","All","Minor Arterial","Urban and Suburban",1994,4,"",15,7,0.15,7.0000000000000007E-2,"italics","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","",19435,42000,"","","","","","Roadway/roadway (not interchange related)","3-leg,4-leg","Stop-controlled","","","","2009-12-01",""]
[391,"Guidelines for the Use of No U-Turn and No-Left Turn Signs","Intersection traffic control","Turn prohibitions/permissions ","Prohibit left-turns with \"No Left Turn\" sign",68,0.32,"All","All","Minor Arterial","Urban and Suburban",1994,4,"",13,6,0.13,0.06,"bold","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","",19435,42000,"","","","","","Roadway/roadway (not interchange related)","3-leg,4-leg","Stop-controlled","","","","2009-12-01",""]
[392,"Guidelines for the Use of No U-Turn and No-Left Turn Signs","Intersection traffic control","Turn prohibitions/permissions ","Prohibit left-turns and U-turns with \"No Left Turn\" and \"No U-Turn\" signs",77,0.23,"Left turn,Other","All","Minor Arterial","Urban and Suburban",1994,4,"",22,10,0.22,0.1,"italics","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","",19435,42000,"","","","","","Roadway/roadway (not interchange related)","3-leg,4-leg","Stop-controlled","","","","2009-12-01","Also U-turn crashes"]
[393,"Guidelines for the Use of No U-Turn and No-Left Turn Signs","Intersection traffic control","Turn prohibitions/permissions ","Prohibit left-turns and U-turns with \"No Left Turn\" and \"No U-Turn\" signs",72,0.28000000000000003,"All","All","Minor Arterial","Urban and Suburban",1994,4,"",22,10,0.22,0.1,"italics","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","",19435,42000,"","","","","","Roadway/roadway (not interchange related)","3-leg,4-leg","Stop-controlled","","","","2009-12-01",""]
[394,"Safety Effectiveness of STOP AHEAD Pavement Markings","Delineation","On-pavement markings ","Provide \"Stop Ahead\" pavement markings",-4,1.04,"Angle","All","Not Specified","Rural",2008,3,"",33,18,0.33,0.18,"italics star","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Stop-controlled","","","","2009-12-01","Countermeasure name changed to match HSM"]
[395,"Safety Effectiveness of STOP AHEAD Pavement Markings","Delineation","On-pavement markings ","Provide \"Stop Ahead\" pavement markings",29,0.71,"Rear end","All","Not Specified","Rural",2008,3,"",32,18,0.32,0.18,"italics","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Stop-controlled","","","","2009-12-01","Countermeasure name changed to match HSM"]
[396,"Safety Effectiveness of STOP AHEAD Pavement Markings","Delineation","On-pavement markings ","Provide \"Stop Ahead\" pavement markings",22,0.78,"All","A (serious injury),B (minor injury),C (possible injury)","Not Specified","Rural",2008,3,"",22,12,0.22,0.12,"italics","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Stop-controlled","","","","2009-12-01","Countermeasure name changed to match HSM"]
[397,"Safety Effectiveness of STOP AHEAD Pavement Markings","Delineation","On-pavement markings ","Provide \"Stop Ahead\" pavement markings",31,0.69,"All","All","Not Specified","Rural",2008,4,"",14,8,0.14000000000000001,0.08,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Stop-controlled","","","","2009-12-01","Countermeasure name changed to match HSM"]
[398,"Safety Effectiveness of STOP AHEAD Pavement Markings","Delineation","On-pavement markings ","Provide \"Stop Ahead\" pavement markings",55,0.45,"All","A (serious injury),B (minor injury),C (possible injury)","Not Specified","Rural",2008,3,"",30,16,0.3,0.16,"italics","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","3-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed to match HSM"]
[399,"Safety Effectiveness of STOP AHEAD Pavement Markings","Delineation","On-pavement markings ","Provide \"Stop Ahead\" pavement markings",12,0.88,"All","A (serious injury),B (minor injury),C (possible injury)","Not Specified","Rural",2008,3,"",27,15,0.27,0.15,"italics","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed to match HSM"]
[400,"Safety Effectiveness of STOP AHEAD Pavement Markings","Delineation","On-pavement markings ","Provide \"Stop Ahead\" pavement markings",42,0.57999999999999996,"All","A (serious injury),B (minor injury),C (possible injury)","Not Specified","Rural",2008,3,"",27,15,0.27,0.15,"italics","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not Specified","Stop-controlled","","","","2009-12-01","Countermeasure name changed to match HSM"]
[401,"Safety Effectiveness of STOP AHEAD Pavement Markings","Delineation","On-pavement markings ","Provide \"Stop Ahead\" pavement markings",8,0.92,"All","A (serious injury),B (minor injury),C (possible injury)","Not Specified","Rural",2008,3,"",32,18,0.32,0.18,"italics star","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not Specified","Stop-controlled","","","","2009-12-01","Countermeasure name changed to match HSM"]
[402,"Safety Effectiveness of STOP AHEAD Pavement Markings","Delineation","On-pavement markings ","Provide \"Stop Ahead\" pavement markings",60,0.4,"All","All","Not Specified","Rural",2008,4,"",20,11,0.2,0.11,"italics","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","3-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed to match HSM"]
[403,"Safety Effectiveness of STOP AHEAD Pavement Markings","Delineation","On-pavement markings ","Provide \"Stop Ahead\" pavement markings",23,0.77,"All","All","Not Specified","Rural",2008,3,"",18,10,0.18,0.1,"italics","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed to match HSM"]
[404,"Safety Effectiveness of STOP AHEAD Pavement Markings","Delineation","On-pavement markings ","Provide \"Stop Ahead\" pavement markings",56,0.44,"All","All","Not Specified","Rural",2008,4,"",16,9,0.16,0.09,"italics","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not Specified","Stop-controlled","","","","2009-12-01","Countermeasure name changed to match HSM"]
[405,"Safety Effectiveness of STOP AHEAD Pavement Markings","Delineation","On-pavement markings ","Provide \"Stop Ahead\" pavement markings",13,0.87,"All","All","Not Specified","Rural",2008,3,"",22,12,0.22,0.12,"italics","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not Specified","Stop-controlled","","","","2009-12-01","Countermeasure name changed to match HSM"]
[406,"A Review of Two Innovative Pavement Patterns that Have Been Developed to Reduce Traffic Speeds and Crashes","Speed management","None","Transverse bar pavement marking at roundabout approaches",57,0.43,"Speed related","A (serious injury),B (minor injury),C (possible injury)","Not specified","Not specified",1996,4,"",19,8,0.19,0.08,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Roundabout","","","","2009-12-01",""]
[407,"A Review of Two Innovative Pavement Patterns that Have Been Developed to Reduce Traffic Speeds and Crashes","Speed management","None","Transverse bar pavement marking at roundabout approaches",47,0.53,"Speed related","Not specified","Not specified","Not specified",1996,3,"",30,14,0.3,0.14000000000000001,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Roundabout","","","","2009-12-01",""]
[408,"A Review of Two Innovative Pavement Patterns that Have Been Developed to Reduce Traffic Speeds and Crashes","Speed management","None","Transverse bar pavement marking at roundabout approaches",74,0.26,"Speed related","","Not specified","Not specified",1996,3,"",28,13,0.28000000000000003,0.13,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Roundabout","","","","2009-12-01",""]
[409,"A Review of Two Innovative Pavement Patterns that Have Been Developed to Reduce Traffic Speeds and Crashes","Speed management","None","Transverse bar pavement marking at roundabout approaches",52,0.48,"Speed related","","Not specified","Not specified",1996,4,"",24,11,0.24,0.11,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Roundabout","","","","2009-12-01",""]
[410,"A Review of Two Innovative Pavement Patterns that Have Been Developed to Reduce Traffic Speeds and Crashes","Speed management","None","Transverse bar pavement marking at roundabout approaches",66,0.34,"Speed related","Not specified","Not specified","Not specified",1996,4,"",18,8,0.18,0.08,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Roundabout","","","","2009-12-01",""]
[411,"A Review of Two Innovative Pavement Patterns that Have Been Developed to Reduce Traffic Speeds and Crashes","Speed management","None","Transverse bar pavement marking at roundabout approaches",68,0.32,"Speed related,Wet road","Not specified","Not specified","Not specified",1996,4,"",23,11,0.23,0.11,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Roundabout","","","","2009-12-01",""]
[412,"A Review of Two Innovative Pavement Patterns that Have Been Developed to Reduce Traffic Speeds and Crashes","Speed management","None","Transverse bar pavement marking at roundabout approaches",45,0.55000000000000004,"Speed related","Not specified","Not specified","Not specified",1996,3,"",33,15,0.33,0.15,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Roundabout","","","","2009-12-01",""]
[413,"Handbook of Road Safety Measures","Pedestrians","None","Widen sidewalks at intersections",-12,1.1200000000000001,"All","A (serious injury),B (minor injury),C (possible injury)","Not specified","Not specified",2004,1,"",126,"",1.26,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Not specified","","","","2009-12-01",""]
[414,"Handbook of Road Safety Measures","Pedestrians","None","Raised intersections",-5,1.05,"All","A (serious injury),B (minor injury),C (possible injury)","Not specified","Not specified",2004,1,"",71,"",0.71,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Not specified","","","","2009-12-01",""]
[415,"Handbook of Road Safety Measures","Pedestrians","None","Raised intersections",-13,1.1299999999999999,"All","O (property damage only)","Not specified","Not specified",2004,1,"",140,"",1.4,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Not specified","","","","2009-12-01",""]
[419,"Handbook of Road Safety Measures","Bicyclists","None","Raised bicycle crossings",-9,1.0900000000000001,"Vehicle/bicycle","A (serious injury),B (minor injury),C (possible injury)","Not specified","Not specified",2004,1,"",53,"",0.53,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/bicycle path or trail","Not specified","Not specified","","","","2009-12-01",""]
[420,"A Multi-Jurisdictional Safety Evaluation of Red Light Cameras","Advanced technology and ITS","None","Install red-light cameras",25,0.75,"Angle","All","Not specified","Urban",2005,5,"",3,3,0.03,0.03,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Signalized","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[421,"A Multi-Jurisdictional Safety Evaluation of Red Light Cameras","Advanced technology and ITS","None","Install red-light cameras",16,0.84,"Angle,Left turn","A (serious injury),B (minor injury),C (possible injury)","Not Specified","Urban",2005,4,"",7,6,7.0000000000000007E-2,0.06,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not Specified","Signalized","","","","2009-12-01","Countermeasure name changed to match HSM"]
[422,"A Multi-Jurisdictional Safety Evaluation of Red Light Cameras","Advanced technology and ITS","None","Install red-light cameras",-15,1.1499999999999999,"Rear end","All","Not specified","Urban",2005,5,"",4,3,0.04,0.03,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Signalized","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[423,"A Multi-Jurisdictional Safety Evaluation of Red Light Cameras","Advanced technology and ITS","None","Install red-light cameras",-24,1.24,"Rear end","A (serious injury),B (minor injury),C (possible injury)","Not Specified","Urban",2005,4,"",14,12,0.14000000000000001,0.12,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not Specified","Signalized","","","","2009-12-01","Countermeasure name changed to match HSM"]
[424,"The Impact of Red Light Cameras on Safety in Arizona","Advanced technology and ITS","None","Install red-light cameras",34,0.67,"Angle","All","Not specified","Urban",2007,4,"",8,4,0.08,0.04,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Signalized","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[425,"The Impact of Red Light Cameras on Safety in Arizona","Advanced technology and ITS","None","Install red-light cameras",-45,1.45,"Rear end","All","Not specified","Urban",2007,4,"",11,6,0.11,0.06,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Signalized","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[426,"The Effect of Right-Turn-on-Red on Pedestrian and Bicyclist Accidents","Intersection traffic control","Turn prohibitions/permissions ","Permit right-turn-on-red",-43,1.43,"Vehicle/pedestrian","All","Not specified","Not specified",1982,4,"",24,11,0.24,0.11,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Signalized","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[427,"The Effect of Right-Turn-on-Red on Pedestrian and Bicyclist Accidents","Intersection traffic control","Turn prohibitions/permissions ","Permit right-turn-on-red",-107,2.0699999999999998,"Vehicle/pedestrian","All","Not specified","Not specified",1982,2,"",51,23,0.51,0.23,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Signalized","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[428,"The Effect of Right-Turn-on-Red on Pedestrian and Bicyclist Accidents","Intersection traffic control","Turn prohibitions/permissions ","Permit right-turn-on-red",-57,1.57,"Vehicle/pedestrian","All","Not specified","Not specified",1982,3,"",31,14,0.31,0.14000000000000001,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Signalized","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[429,"The Effect of Right-Turn-on-Red on Pedestrian and Bicyclist Accidents","Intersection traffic control","Turn prohibitions/permissions ","Permit right-turn-on-red",-81,1.81,"Vehicle/pedestrian","All","Not specified","Not specified",1982,1,"",88,40,0.88,0.4,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Signalized","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[430,"The Effect of Right-Turn-on-Red on Pedestrian and Bicyclist Accidents","Intersection traffic control","Turn prohibitions/permissions ","Permit right-turn-on-red",-82,1.82,"Vehicle/bicycle","All","Not specified","Not specified",1982,3,"",31,14,0.31,0.14000000000000001,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Signalized","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[431,"The Effect of Right-Turn-on-Red on Pedestrian and Bicyclist Accidents","Intersection traffic control","Turn prohibitions/permissions ","Permit right-turn-on-red",-73,1.73,"Vehicle/bicycle","All","Not specified","Not specified",1982,2,"",52,24,0.52,0.24,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Signalized","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[432,"The Effect of Right-Turn-on-Red on Pedestrian and Bicyclist Accidents","Intersection traffic control","Turn prohibitions/permissions ","Permit right-turn-on-red",-80,1.8,"Vehicle/bicycle","All","Not specified","Not specified",1982,2,"",52,24,0.52,0.24,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Signalized","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[433,"Handbook of Road Safety Measures","Highway lighting","None","Provide intersection illumination",38,0.62,"Nighttime","A (serious injury),B (minor injury),C (possible injury)","Not Specified","Not Specified",2004,4,"",13,"",0.13,"","bold","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not Specified","Not Specified","","","","2009-12-01","Countermeasure name changed to match HSM"]
[434,"Handbook of Road Safety Measures","Highway lighting","None","Provide intersection illumination",31,0.69,"All","O (property damage only)","Not specified","Not specified",2004,3,"",36,"",0.36,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Not specified","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[435,"Handbook of Road Safety Measures","Highway lighting","None","Provide intersection illumination",78,0.22,"Vehicle/pedestrian","K (fatal)","Not specified","Not specified",2004,1,"",87,"",0.87,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Not specified","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[436,"Handbook of Road Safety Measures","Highway lighting","None","Provide intersection illumination",42,0.57999999999999996,"Nighttime,Vehicle/pedestrian","A (serious injury),B (minor injury),C (possible injury)","Not Specified","Not Specified",2004,4,"",18,"",0.18,"","italics","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not Specified","Not Specified","","","","2009-12-01","Countermeasure name changed to match HSM"]
[437,"Handbook of Road Safety Measures","Highway lighting","None","Provide intersection illumination",77,0.23,"All","K (fatal)","Not specified","Not specified",2004,3,"",28,"",0.28000000000000003,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Not specified","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[438,"Handbook of Road Safety Measures","Highway lighting","None","Provide intersection illumination",50,0.5,"All","A (serious injury),B (minor injury),C (possible injury)","Not specified","Not specified",2004,3,"",21,"",0.21,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Not specified","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[439,"Handbook of Road Safety Measures","Highway lighting","None","Provide intersection illumination",49,0.52,"All","O (property damage only)","Not specified","Not specified",2004,3,"",21,"",0.21,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Not specified","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[440,"Handbook of Road Safety Measures","Highway lighting","None","Provide intersection illumination",82,0.19,"Vehicle/pedestrian","K (fatal)","Not specified","Not specified",2004,3,"",28,"",0.28000000000000003,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Not specified","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[441,"Handbook of Road Safety Measures","Highway lighting","None","Provide intersection illumination",59,0.41,"Vehicle/pedestrian","A (serious injury),B (minor injury),C (possible injury)","Not specified","Not specified",2004,4,"",20,"",0.2,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Not specified","","","","2009-12-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[442,"Analysis of Traffic Accidents within the Functional Area of Intersections and Driveways","Access management","None","Closure or complete relocation of all driveways from functional area of intersection",7,0.93,"All","All","Principal Arterial Other","Urban",1995,1,"",231,46,2.31,0.46,"no","Non-regression cross-section","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Not specified","","","","2009-12-01",""]
[443,"Analysis of Traffic Accidents within the Functional Area of Intersections and Driveways","Access management","None","Closure or complete relocation of all driveways from functional area of intersection",-67,1.67,"All","A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other","Urban",1995,1,"",505,101,5.05,1.01,"no","Non-regression cross-section","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Not specified","","","","2009-12-01",""]
[444,"Analysis of Traffic Accidents within the Functional Area of Intersections and Driveways","Access management","None","Closure or complete relocation of all driveways from functional area of intersection",-17,1.17,"All","All","Principal Arterial Other","Rural",1995,1,"",325,65,3.25,0.65,"no","Non-regression cross-section","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Not specified","","","","2009-12-01",""]
[445,"Analysis of Traffic Accidents within the Functional Area of Intersections and Driveways","Access management","None","Closure or complete relocation of all driveways from functional area of intersection",-41,1.41,"All","A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other","Rural",1995,1,"",448,90,4.4800000000000004,0.9,"no","Non-regression cross-section","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Not specified","","","","2009-12-01",""]
[446,"Safety Evaluation of Flashing Beacons at Stop Controlled Intersections","Intersection traffic control","Traffic control visibility ","Provide flashing beacons at stop controlled intersections",5,0.95,"All","All","Not Specified","All",2008,3,"",4,4,0.04,0.04,"bold star","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","",250,42520,"",90,13270,"",2,"Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed from \"flashing beacons at four leg stop controlled intersections on two lane roads; standard and actuated beacons\" to match HSM"]
[447,"Safety Evaluation of Flashing Beacons at Stop Controlled Intersections","Intersection traffic control","Traffic control visibility ","Provide flashing beacons at stop controlled intersections",10,0.9,"All","A (serious injury),B (minor injury),C (possible injury)","Not Specified","All",2008,3,"",6,5,0.06,0.05,"bold star","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","",250,42520,"",90,13270,"",2,"Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed from \"flashing beacons at four leg stop controlled intersections on two lane roads; standard and actuated beacons\" to match HSM"]
[448,"Safety Evaluation of Flashing Beacons at Stop Controlled Intersections","Intersection traffic control","Traffic control visibility ","Provide flashing beacons at stop controlled intersections",8,0.92,"Rear end","All","Not Specified","All",2008,3,"",11,9,0.11,0.09,"bold star","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","",250,42520,"",90,13270,"",2,"Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed from \"flashing beacons at four leg stop controlled intersections on two lane roads; standard and actuated beacons\" to match HSM"]
[449,"Safety Evaluation of Flashing Beacons at Stop Controlled Intersections","Intersection traffic control","Traffic control visibility ","Provide flashing beacons at stop controlled intersections",13,0.87,"Angle","All","Not Specified","All",2008,4,"",6,5,0.06,0.05,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","",250,42520,"",90,13270,"",2,"Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed from \"flashing beacons at four leg stop controlled intersections on two lane roads; standard and actuated beacons\" to match HSM"]
[450,"Safety Evaluation of Flashing Beacons at Stop Controlled Intersections","Intersection traffic control","Traffic control visibility ","Provide flashing beacons at stop controlled intersections",16,0.84,"Angle","All","Not Specified","Rural",2008,4,"",6,5,0.06,0.05,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","",250,42520,"",90,13270,"",2,"Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed from \"flashing beacons at four leg stop controlled intersections on two lane roads; standard and actuated beacons\" to match HSM"]
[451,"Safety Evaluation of Flashing Beacons at Stop Controlled Intersections","Intersection traffic control","Traffic control visibility ","Provide flashing beacons at stop controlled intersections",12,0.88,"Angle","All","Not Specified","Suburban",2008,3,"",12,10,0.12,0.1,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","",250,42520,"",90,13270,"",2,"Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed from \"flashing beacons at four leg stop controlled intersections on two lane roads; standard and actuated beacons\" to match HSM"]
[452,"Safety Evaluation of Flashing Beacons at Stop Controlled Intersections","Intersection traffic control","Traffic control visibility ","Provide flashing beacons at stop controlled intersections",-12,1.1200000000000001,"Angle","All","Not Specified","Urban",2008,3,"",28,23,0.28000000000000003,0.23,"italics","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","",250,42520,"",90,13270,"",2,"Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","Countermeasure name changed from \"flashing beacons at four leg stop controlled intersections on two lane roads; standard and actuated beacons\" to match HSM"]
[453,"Safety Evaluation of Flashing Beacons at Stop Controlled Intersections","Intersection traffic control","Traffic control visibility ","Provide flashing beacons at stop controlled intersections",13,0.87,"Angle","All","Not Specified","All",2008,4,"","",5,"",0.05,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","",250,42520,"",90,13270,"",2,"Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","This CMF applies to intersections with stop control only on the minor road. Countermeasure name changed from \"flashing beacons at four leg stop controlled intersections on two lane roads; standard and actuated beacons\" to match HSM"]
[454,"Safety Evaluation of Flashing Beacons at Stop Controlled Intersections","Intersection traffic control","Traffic control visibility ","Provide flashing beacons at stop controlled intersections",28,0.72,"Angle","All","Not Specified","All",2008,3,"","",21,"",0.21,"italics","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","",250,42520,"",90,13270,"",2,"Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","This CMF applies to intersections with all-way stop control. Countermeasure name changed from \"flashing beacons at four leg stop controlled intersections on two lane roads; standard and actuated beacons\" to match HSM"]
[455,"Safety Evaluation of Flashing Beacons at Stop Controlled Intersections","Intersection traffic control","Traffic control visibility ","Provide flashing beacons at stop controlled intersections",12,0.88,"Angle","All","Not Specified","All",2008,3,"","",5,"",0.05,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","",250,42520,"",90,13270,"",2,"Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","This CMF is for standard overhead beacons. Countermeasure name changed from \"flashing beacons at four leg stop controlled intersections on two lane roads; standard and actuated beacons\" to match HSM"]
[456,"Safety Evaluation of Flashing Beacons at Stop Controlled Intersections","Intersection traffic control","Traffic control visibility ","Provide flashing beacons at stop controlled intersections",58,0.42,"Angle","All","Not Specified","All",2008,4,"","",16,"",0.16,"italics","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","",250,42520,"",90,13270,"",2,"Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","This CMF is for standard stop-mounted beacons. Countermeasure name changed from \"flashing beacons at four leg stop controlled intersections on two lane roads; standard and actuated beacons\" to match HSM"]
[457,"Safety Evaluation of Flashing Beacons at Stop Controlled Intersections","Intersection traffic control","Traffic control visibility ","Provide flashing beacons at stop controlled intersections",13,0.87,"Angle","All","Not Specified","All",2008,4,"","",5,"",0.05,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","",250,42520,"",90,13270,"",2,"Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","This CMF is for standard overhead and stop-mounted beacons. Countermeasure name changed from \"flashing beacons at four leg stop controlled intersections on two lane roads; standard and actuated beacons\" to match HSM"]
[458,"Safety Evaluation of Flashing Beacons at Stop Controlled Intersections","Intersection traffic control","Traffic control visibility ","Provide flashing beacons at stop controlled intersections",14,0.86,"Angle","All","Not Specified","All",2008,3,"","",10,"",0.1,"bold","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","yes","Average Daily Traffic (ADT)","","","",250,42520,"",90,13270,"",2,"Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","","","2009-12-01","This CMF is for actuated beacons. Countermeasure name changed from \"flashing beacons at four leg stop controlled intersections on two lane roads; standard and actuated beacons\" to match HSM"]
[459,"Revision of the Hand Book of Road Safety Measures","Interchange design","None","Convert at-grade intersection into grade-separated interchange",42,0.57999999999999996,"All","All","Not Specified","Not Specified",2007,4,"",10,6,0.1,0.06,"bold","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (interchange ramp terminal)","4-leg","Not specified","","","","2009-12-01",""]
[460,"Revision of the Hand Book of Road Safety Measures","Interchange design","None","Convert at-grade intersection into grade-separated interchange",57,0.43,"All","A (serious injury),B (minor injury),C (possible injury)","Not Specified","Not Specified",2007,5,"",5,3,0.05,0.03,"bold","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (interchange ramp terminal)","4-leg","Not specified","","","","2009-12-01",""]
[461,"Revision of the Hand Book of Road Safety Measures","Interchange design","None","Convert at-grade intersection into grade-separated interchange",36,0.64,"All","O (property damage only)","Not Specified","Not Specified",2007,4,"",14,8,0.14000000000000001,0.08,"bold","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (interchange ramp terminal)","4-leg","Not specified","","","","2009-12-01",""]
[462,"Revision of the Hand Book of Road Safety Measures","Interchange design","None","Convert at-grade intersection into grade-separated interchange",16,0.84,"All","All","Not Specified","Not Specified",2007,3,"",17,9,0.17,0.09,"italics","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (interchange ramp terminal)","3-leg","Not specified","","","","2009-12-01",""]
[463,"Revision of the Hand Book of Road Safety Measures","Interchange design","None","Convert at-grade intersection into grade-separated interchange",27,0.73,"All","All","Not Specified","Not Specified",2007,4,"",8,5,0.08,0.05,"bold","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (interchange ramp terminal)","3-leg,4-leg","Signalized","","","","2009-12-01",""]
[464,"Revision of the Hand Book of Road Safety Measures","Interchange design","None","Convert at-grade intersection into grade-separated interchange",28,0.72,"All","A (serious injury),B (minor injury),C (possible injury)","Not Specified","Not Specified",2007,4,"",11,6,0.11,0.06,"bold","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","Unit Unknown","","","","","","","","","","","Roadway/roadway (interchange ramp terminal)","3-leg,4-leg","Signalized","","","","2009-12-01",""]
[465,"Revision of the Hand Book of Road Safety Measures","Interchange design","None","Provide diamond interchange",11,0.89,"Truck related","All","Not specified","Not specified",2007,3,"",12,7,0.12,7.0000000000000007E-2,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","Unit Unknown","","","","","","","","","","","","","","","","","2009-12-01",""]
[466,"Revision of the Hand Book of Road Safety Measures","Interchange design","None","Provide diamond interchange",7,0.93,"All","All","Not specified","Not specified",2007,3,"",9,5,0.09,0.05,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","Unit Unknown","","","","","","","","","","","","","","","","","2009-12-01",""]
[467,"Revision of the Hand Book of Road Safety Measures","Interchange design","None","Provide diamond interchange",-43,1.43,"Truck related","All","Not specified","Not specified",2007,4,"",9,5,0.09,0.05,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","Unit Unknown","","","","","","","","","","","","","","","","","2009-12-01",""]
[468,"Revision of the Hand Book of Road Safety Measures","Interchange design","None","Provide diamond interchange",38,0.62,"All","All","Not specified","Not specified",2007,3,"",23,13,0.23,0.13,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","Unit Unknown","","","","","","","","","","","","","","","","","2009-12-01",""]
[469,"Revision of the Hand Book of Road Safety Measures","Interchange design","None","Provide diamond interchange",2,0.98,"All","All","Not specified","Not specified",2007,3,"",17,9,0.17,0.09,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","Unit Unknown","","","","","","","","","","","","","","","","","2009-12-01",""]
[470,"Revision of the Hand Book of Road Safety Measures","Interchange design","None","Provide diamond interchange",9,0.91,"All","All","Not specified","Not specified",2007,3,"",16,9,0.16,0.09,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","Unit Unknown","","","","","","","","","","","","","","","","","2009-12-01",""]
[471,"Revision of the Hand Book of Road Safety Measures","Interchange design","None","Provide diamond interchange",10,0.9,"Truck related","All","Not specified","Not specified",2007,3,"",10,6,0.1,0.06,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","Unit Unknown","","","","","","","","","","","","","","","","","2009-12-01",""]
[472,"Revision of the Hand Book of Road Safety Measures","Interchange design","None","Provide tight-urban-diamond interchange (TUDI)",-2,1.02,"All","All","Not specified","Not specified",2007,3,"",13,7,0.13,7.0000000000000007E-2,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","Unit Unknown","","","","","","","","","","","","","","","","","2009-12-01",""]
[473,"Revision of the Hand Book of Road Safety Measures","Interchange design","None","Design diamond, trumpet, or cloverleaf interchange with crossroad above freeway",4,0.96,"All","All","Not Specified","Not Specified",2007,3,"",10,6,0.1,0.06,"bold star","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","Unit Unknown","","","","","","","","","","","","","","","","","2009-12-01",""]
[474,"Handbook of Road Safety Measures","Interchange design","None","Extend acceleration lane by approx. 98 ft (30 m)",11,0.89,"All","All","Not specified","Not specified",2004,5,"",5,3,0.05,0.03,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","Unit Unknown","","","","","","","","","","","","","","","","","2009-12-01",""]
[475,"Handbook of Road Safety Measures","Interchange design","None","Extend deceleration lane by approx. 100 ft",7,0.93,"All","All","Not Specified","Not Specified",2004,3,"",6,3,0.06,0.03,"bold star","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","Unit Unknown","","","","","","","","","","","Roadway/roadway (interchange ramp terminal)","","","","","","2009-12-01","Countermeasure name changed from \"flashing beacons at four leg stop controlled intersections on two lane roads; standard and actuated beacons\" to match HSM"]
[476,"Revision of the Hand Book of Road Safety Measures","Interchange design","None","Modify two-lane-change to one-lane-change merge/diverge area",32,0.68,"All","All","Not Specified","Not Specified",2007,5,"",4,2,0.04,0.02,"bold","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","Unit Unknown","","","","","","","","","","","","","","","","","2009-12-01","Countermeasure name changed from \"flashing beacons at four leg stop controlled intersections on two lane roads; standard and actuated beacons\" to match HSM"]
[477,"Revision of the Hand Book of Road Safety Measures","Interchange design","None","Provide long ramp instead of shortramp",38,0.62,"All","All","Not specified","Not specified",2007,4,"",10,6,0.1,0.06,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","Unit Unknown","","","","","","","","","","","","","","","","","2009-12-01",""]
[478,"Revision of the Hand Book of Road Safety Measures","Interchange design","None","Provide straight ramp instead of cloverleaf ramp",45,0.55000000000000004,"All","All","Not specified","Not specified",2007,4,"",20,11,0.2,0.11,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","Unit Unknown","","","","","","","","","","","","","","","","","2009-12-01",""]
[479,"Revision of the Hand Book of Road Safety Measures","Interchange design","None","Provide cloverleaf ramp instead of long ramp",23,0.77,"All","All","Not specified","Not specified",2007,3,"",20,11,0.2,0.11,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","Unit Unknown","","","","","","","","","","","","","","","","","2009-12-01",""]
[480,"Revision of the Hand Book of Road Safety Measures","Interchange design","None","Provide short ramp instead of directional loop ramp",30,0.7,"All","All","Not specified","Not specified",2007,3,"",20,11,0.2,0.11,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","Unit Unknown","","","","","","","","","","","","","","","","","2009-12-01",""]
[481,"Handbook of Road Safety Measures","Railroad grade crossings","None","Implementing signs and crossbucks at previously unprotected crossings",25,0.75,"All","Not specified","Not specified","Not specified",2004,3,"",18,10,0.18,0.1,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[482,"Handbook of Road Safety Measures","Railroad grade crossings","None","Install flashing lights and sound signals",50,0.5,"All","All","Not Specified","Not Specified",2004,5,"",5,3,0.05,0.03,"bold","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","","","","","","","","","","","","Roadway/railroad grade crossing","","","","","","2009-12-01","Countermeasure name changed from \"upgrading signs to flashing lights and sounds signals\" to match HSM"]
[483,"Collision Frequency Analysis Using Tree-Based Stratification","Railroad grade crossings","None","Upgrade signs to flashing lights",78,0.22,"All","All","Minor Arterial","Not specified",2005,4,"",5,3,0.05,0.03,"no","Regression cross-section","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[484,"Collision Frequency Analysis Using Tree-Based Stratification","Railroad grade crossings","None","Upgrade signs to flashing lights",69,0.31,"All","All","Local","Not specified",2005,4,"",14,7,0.14000000000000001,7.0000000000000007E-2,"no","Regression cross-section","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[485,"Collision Frequency Analysis Using Tree-Based Stratification","Railroad grade crossings","None","Upgrade signs to flashing lights",79,0.21,"All","All","Local","Not specified",2005,5,"",4,2,0.04,0.02,"no","Regression cross-section","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[486,"Collision Frequency Analysis Using Tree-Based Stratification","Railroad grade crossings","None","Upgrade signs to flashing lights",74,0.26,"All","All","Not specified","Not specified",2005,4,"",23,12,0.23,0.12,"no","Regression cross-section","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[487,"Collision Frequency Analysis Using Tree-Based Stratification","Railroad grade crossings","None","Upgrade signs to flashing lights",77,0.23,"All","All","All","Not specified",2005,5,"",3,2,0.03,0.02,"no","Regression cross-section","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[488,"Handbook of Road Safety Measures","Railroad grade crossings","None","Install automatic gates at crossings that previously had passive traffic control",67,0.33,"All","All","Not Specified","Not Specified",2004,4,"",9,5,0.09,0.05,"bold","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","","","","","","","","","","","","Roadway/railroad grade crossing","","","","","","2009-12-01","Countermeasure name changed from \"installing gates at crossings with signs\" to match HSM"]
[489,"Collision Frequency Analysis Using Tree-Based Stratification","Railroad grade crossings","None","Installing gates at crossings with signs",94,0.06,"All","All","Minor Arterial","Not specified",2005,5,"",2,1,0.02,0.01,"no","Regression cross-section","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[490,"Collision Frequency Analysis Using Tree-Based Stratification","Railroad grade crossings","None","Installing gates at crossings with signs",87,0.13,"All","All","Local","Not specified",2005,5,"","",3,"",0.03,"no","Regression cross-section","","","","","","","","","","","","","","","","","","","","no","Annual Average Daily Traffic (AADT)","","","","","","","","","","","","","","","","","2009-12-01","This CMF applies to crossings with multiple tracks at local or other road types."]
[491,"Collision Frequency Analysis Using Tree-Based Stratification","Railroad grade crossings","None","Installing gates at crossings with signs",91,0.09,"All","All","Local","Not specified",2005,5,"","",2,"",0.02,"no","Regression cross-section","","","","","","","","","","","","","","","","","","","","no","Annual Average Daily Traffic (AADT)","","","","","","","","","","","","","","","","","2009-12-01","This CMF applies to crossings with single track at local roads."]
[492,"Collision Frequency Analysis Using Tree-Based Stratification","Railroad grade crossings","None","Installing gates at crossings with signs",66,0.34,"All","All","Not specified","Not specified",2005,2,"",54,27,0.54,0.27,"no","Regression cross-section","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[493,"Collision Frequency Analysis Using Tree-Based Stratification","Railroad grade crossings","None","Installing gates at crossings with signs",93,7.0000000000000007E-2,"All","All","All","Not specified",2005,5,"",1,1,0.01,0.01,"no","Regression cross-section","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[494,"Handbook of Road Safety Measures","Railroad grade crossings","None","Install automatic gates at crossings that previously had flashing lights and sound signals",45,0.55000000000000004,"All","All","Not Specified","Not Specified",2004,4,"",9,5,0.09,0.05,"bold","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","","","","","","","","","","","","Roadway/railroad grade crossing","","","","","","2009-12-01","Countermeasure name changed from \"installing gates at crossings with flashing lights and sound signals\" to match HSM"]
[496,"Handbook of Road Safety Measures","Highway lighting","None","Illumination",31,0.69,"All","O (property damage only)","Not specified","Not specified",2004,3,"",36,"",0.36,"","no","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[497,"Traffic Safety Evaluation of Daytime and Nighttime Work Zones","Work zone","None","Active work with temporary lane closure (compared to no work zone)",-32,1.32,"Nighttime","A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other Freeways and Expressways","Not specified",2008,3,"","",23,"",0.23,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","Annual Average Daily Traffic (AADT)","","","","","","","","","","","","","","","","","2009-12-01",""]
[498,"Traffic Safety Evaluation of Daytime and Nighttime Work Zones","Work zone","None","Active work with temporary lane closure (compared to no work zone)",-60,1.6,"All","A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other Freeways and Expressways","Not specified",2008,4,"","",15,"",0.15,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","Annual Average Daily Traffic (AADT)","","","","","","","","","","","","","","","","","2009-12-01",""]
[499,"Traffic Safety Evaluation of Daytime and Nighttime Work Zones","Work zone","None","Active work with temporary lane closure (compared to no work zone)",-34,1.34,"Nighttime","A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other Freeways and Expressways","Not specified",2008,3,"","",15,"",0.15,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","Annual Average Daily Traffic (AADT)","","","","","","","","","","","","","","","","","2009-12-01",""]
[500,"Traffic Safety Evaluation of Daytime and Nighttime Work Zones","Work zone","None","Active work with temporary lane closure (compared to no work zone)",-12,1.1200000000000001,"All","A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other Freeways and Expressways","Not specified",2008,3,"","",24,"",0.24,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","Annual Average Daily Traffic (AADT)","","","","","","","","","","","","","","","","","2009-12-01",""]
[501,"Traffic Safety Evaluation of Daytime and Nighttime Work Zones","Work zone","None","Active work with temporary lane closure (compared to no work zone)",-49,1.49,"Nighttime","A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other Freeways and Expressways","Not specified",2008,4,"","",12,"",0.12,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","Annual Average Daily Traffic (AADT)",100000,"","","","","","","","","","","","","","","","2009-12-01",""]
[502,"Traffic Safety Evaluation of Daytime and Nighttime Work Zones","Work zone","None","Active work with temporary lane closure (compared to no work zone)",-26,1.26,"All","A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other Freeways and Expressways","Not specified",2008,3,"","",22,"",0.22,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","Annual Average Daily Traffic (AADT)",100000,"","","","","","","","","","","","","","","","2009-12-01",""]
[503,"Traffic Safety Evaluation of Daytime and Nighttime Work Zones","Work zone","None","Active work with temporary lane closure (compared to no work zone)",-42,1.42,"Nighttime","A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other Freeways and Expressways","Not specified",2008,4,"","",9,"",0.09,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[504,"Traffic Safety Evaluation of Daytime and Nighttime Work Zones","Work zone","None","Active work with temporary lane closure (compared to no work zone)",-46,1.46,"All","A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other Freeways and Expressways","Not specified",2008,4,"","",11,"",0.11,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[513,"Traffic Safety Evaluation of Daytime and Nighttime Work Zones","Work zone","None","Active work with temporary lane closure (compared to no work zone)",-53,1.53,"Nighttime","All","Principal Arterial Other Freeways and Expressways","Not specified",2008,4,"","",15,"",0.15,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","Annual Average Daily Traffic (AADT)","","","","","","","","","","","","","","","","","2009-12-01",""]
[520,"Traffic Safety Evaluation of Daytime and Nighttime Work Zones","Work zone","None","Active work with temporary lane closure (compared to no work zone)",-66,1.66,"All","All","Principal Arterial Other Freeways and Expressways","Not specified",2008,4,"","",7,"",7.0000000000000007E-2,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[535,"Traffic Safety Evaluation of Daytime and Nighttime Work Zones","Work zone","None","Active work with no lane closure (compared to no work zone)",-67,1.67,"Nighttime","O (property damage only)","Principal Arterial Other Freeways and Expressways","Not specified",2008,4,"",23,19,0.23,0.19,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","","All","All","","","","","","","","","","","","","","","2009-12-01",""]
[554,"Traffic Safety Evaluation of Daytime and Nighttime Work Zones","Work zone","None","No active with no lane closure (compared to no work zone)",-27,1.27,"All","O (property damage only)","Principal Arterial Other Freeways and Expressways","Not specified",2008,4,"",6,5,0.06,0.05,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","Annual Average Daily Traffic (AADT)","","","","","","","","","","","","","","","","","2009-12-01",""]
[569,"Some Effects of Traffic Control on Four-Lane Divided Highways","Work zone","None","TLTWO (two way traffic operations - crossover closures) in work zones",0,1,"All","All","Principal Arterial Other","Not specified",1986,3,"",35,12,0.35,0.12,"no","Simple before/after","","","","","","","","","","","","","","","","","","","","no","Average Daily Traffic (ADT)","","","","","","","","","","","","","","","","","2009-12-01",""]
[585,"Safety Evaluation of Installing Center Two-Way Left-Turn Lanes on Two-Lane Roads","Roadway","Number of lanes ","Introduce TWLTL (two-way left turn lanes) on rural two lane roads",47,0.53,"Rear end","All","Not specified","Rural",2008,5,"",5,4,0.05,0.04,"no","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01",""]
[590,"Handbook of Road Safety Measures","Speed management","None","Area-wide or corridor-specific traffic calming",6,0.94,"All","O (property damage only)","Local","Urban",2004,3,"",10,"",0.1,"","bold star","Meta-analysis","","","","","","","","","","","","","","","","","","","","no","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"","","","","","","2009-12-01","Countermeasure name changed to match HSM"]
[886,"Estimation of Safety Effectiveness of Changes in Shoulder Width using Case-Control and Cohort Methods","Shoulder treatments","Shoulder width ","Reduce shoulder width (6 ft to 5 ft)",-2,1.02,"All","All","Not specified","Rural",2007,3,"","",2.4,"",2.4E-2,"no","Regression cross-section","PA","",21646,"","","","","","","","","","","","","","",1997,2001,"no","",95,25844,"","","","","","","",2,"","","","","All","Undivided","2009-12-01",""]
[1202,"Evaluation of Safety Benefits and Potential Crash Migration Due to Shoulder Rumble Strip Installation on Freeways in Connecticut","Shoulder treatments","Shoulder rumble strips","Install shoulder rumble strips",32,0.68,"Run off road","All","Principal Arterial Other Freeways and Expressways","Rural",2005,3,"No shoulder rumble strips on freeways with 4 lanes.","","","","","no","Regression cross-section","CT","","","","","","","",4089,"","","","","","","","",1993,2000,"no","","","","","","","","","","",2,"","","","","All","","2009-12-01",""]
[1285,"Development of Crash Reduction Factors","Roadway","Number of lanes ","Add two-way left-turn lane",8,0.92,"All","All","All","",2005,2,"","",15.7,"",0.157,"no","Before/after using empirical Bayes or full Bayes","OH","","","",3,"","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","2009-12-01",""]
[1422,"Making Intersections Safer: A Toolbox of Engineering Countermeasures to Reduce Red-Light Running","Intersection traffic control","Other","Convert signal from pedestal-mounted to mast arm",29,0.71,"All","All","Not specified","",2002,3,"","",6.8,"",6.8000000000000005E-2,"no","Simple before/after","IA","","","","","","","","",1319,892,"","","","","","","","","yes","","","","","","","","","","","","","","Signalized","","","","2009-12-01",""]
[1426,"Signalized Intersections: Informational Guide","Intersection traffic control","Other","Convert signal from pedestal-mounted to mast arm",12,0.88,"Angle","All","Not specified","All",2004,2,"Existing pedestals were removed and replaced with mast arm signals","",11,"",0.11,"no","Simple before/after","KS","","","","","","","","",137,120,"","","","","","","","","yes","","","","","","","","","","","","Roadway/roadway (not interchange related)","","Signalized","","All","","2009-12-01",""]
[1458,"Development of Models to Quantify the Impacts of Signalization on Intersection Crashes","Intersection traffic control","Traffic control type ","Install a traffic signal",29,0.71,"Angle","All","Not specified","All",2002,2,"unsignalized intersection.","","","","","no","Simple before/after","FL","","","",447,"","","","","","","","","","","","",1989,1998,"yes","","","","",927,125519,"","","","","","Roadway/roadway (not interchange related)","","Signalized","","All","","2009-12-01",""]
[1672,"Older Drivers at a Crossroads","Intersection traffic control","Traffic control visibility ","Install flashing beacons as advance warning",36,0.64,"Rear end","All","Not specified","All",2007,2,"","",13.8,"",0.13800000000000001,"no","Simple before/after","MD","","","","","","","","",92,28,"","","","","","","","","yes","","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Signalized","","All","","2009-12-01",""]
[1858,"Safety Evaluation of Curve Delineation Improvements An Empirical Bayes Observational Before-After Study","Signs","None","Install a combination of chevron signs, curve warning signs, and/or sequential flashing beacons",19.100000000000001,0.80900000000000005,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other Freeways and Expressways","Not specified",2009,3,"No curve delineation treatment","",14,"",0.14000000000000001,"no","Before/after using empirical Bayes or full Bayes","notusa","Trans European Road Network, Italy","","",14,"","","","","","","","","","","","",2001,2005,"no","Annual Average Daily Traffic (AADT)",7400,13975,"","","","","","","",4,"","","","","All","","2009-12-01",""]
[1876,"Safety Evaluation of Curve Delineation Improvements An Empirical Bayes Observational Before-After Study","Signs","None","Install a combination of chevron signs, curve warning signs, and/or sequential flashing beacons",-26.6,1.266,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other Freeways and Expressways","Not specified",2009,2,"No curve delineation treatment. Radius is less than 300 m.","",31,"",0.31,"no","Before/after using empirical Bayes or full Bayes","notusa","Trans European Road Network, Italy","","",10,"","","","","","","","","","","","",2001,2005,"no","Annual Average Daily Traffic (AADT)",7400,13975,"","","","","","","",4,"","","","","All","","2009-12-01",""]
[1891,"Safety Evaluation of Curve Delineation Improvements An Empirical Bayes Observational Before-After Study","Signs","None","Install a combination of chevron signs, curve warning signs, and/or sequential flashing beacons",53.1,0.46899999999999997,"All","All","Principal Arterial Other Freeways and Expressways","Not specified",2009,3,"No curve delineation treatment. Deflection angle greater than 60 gon.","",10,"",0.1,"no","Before/after using empirical Bayes or full Bayes","notusa","Trans European Road Network, Italy","","",5,"","","","","","","","","","","","",2001,2005,"no","Annual Average Daily Traffic (AADT)",7400,13975,"","","","","","","",4,"","","","","All","","2009-12-01",""]
[1892,"Safety Evaluation of Curve Delineation Improvements An Empirical Bayes Observational Before-After Study","Signs","None","Install a combination of chevron signs, curve warning signs, and/or sequential flashing beacons",28,0.72,"Run off road","All","Principal Arterial Other Freeways and Expressways","Not specified",2009,3,"No curve delineation treatment. Deflection angle greater than 60 gon.","",22,"","","no","Before/after using empirical Bayes or full Bayes","notusa","Trans European Road Network, Italy","","",5,"","","","","","","","","","","","",2001,2005,"no","Annual Average Daily Traffic (AADT)",7400,13975,"","","","","","","",4,"","","","","All","","2009-12-01",""]
[1907,"Safety Evaluation of Curve Delineation Improvements An Empirical Bayes Observational Before-After Study","Signs","None","Install chevron signs and curve warning signs",44.4,0.55600000000000005,"All","All","Principal Arterial Other Freeways and Expressways","Not specified",2009,3,"No curve delineation treatment","",12,"",0.12,"no","Before/after using empirical Bayes or full Bayes","notusa","Trans European Road Network, Italy","","",6,"","","","","","","","","","","","",2001,2005,"no","",10434,13975,"","","","","","","",4,"","","","","Day","","2009-12-01",""]
[1926,"Safety Impact of Truck Lane Restrictions on Multilane Freeways","Roadway","Lane restrictions ","Implement truck lane restrictions on multilane freeways",-10,1.1000000000000001,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Interstate","",2009,4,"No truck restrictions","",3.1,"",3.1E-2,"no","Before/after using empirical Bayes or full Bayes","VA","","","",22,"","","","","","","","","","","","",2000,2005,"no","",17049,74079,"","","","","","","",2,"","","","","All","","2009-12-01",""]
[1941,"Driver Performance and Safety Effects of Edge Lines on Rural Two-Lane Highways","Delineation","On-pavement markings ","Install edgelines (tangent)",5.7,0.94299999999999995,"All","All","Not Specified","Rural",2009,2,"2-lane rural road without edgelines. Lane width - 9 ft. Shoulder widths < 5 ft.","",8.1999999999999993,"",8.2000000000000003E-2,"no","Non-regression cross-section","TX","",2822,"","","","","","","","","","","","","","",1998,2001,"no","","","","","","","","","","",2,"","","","","All","","2009-12-01",""]
[1950,"Driver Performance and Safety Effects of Edge Lines on Rural Two-Lane Highways","Delineation","On-pavement markings ","Install edgelines (tangent)",3.4,0.96599999999999997,"Speed related","All","Not Specified","Rural",2009,2,"2-lane rural road without edgelines. Lane widths 9-11 ft. Shoulder widths < 5 ft.","","","","","no","Non-regression cross-section","TX","",2822,"","","","","","","","","","","","","","",1998,2001,"no","","","","","","","","","","",2,"","","","","Night","","2009-12-01",""]
[1985,"Development of a Simplified Approach for Assessing the Level of Safety of a Highway Network Associated with Pavement Friction","Roadway","Pavement condition and friction ","Improve pavement friction (from skid number of X to Y)",{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/Abd1.bmp\")","v":"http://www.cmfclearinghouse.org/functionimages/Abd1.bmp"},{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/Abd2.bmp\")","v":"http://www.cmfclearinghouse.org/functionimages/Abd2.bmp"},"All","All","Principal Arterial Other","",2009,2,"","","","","","no","Regression cross-section","notusa","Southern Ontario","","","","","","",1119,"","","","","","","","",2003,2005,"no","","","","","","","","","","",2,"","","","30-55mph","All","","2009-12-01",""]
[1986,"Effects of Asphalt Pavement Conditions on Traffic Accidents in Tennessee Utilizing Pavement Management System","Roadway","Pavement condition and friction ","Improve pavement distress from PSI of X to Y",{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/Chan1.bmp\")","v":"http://www.cmfclearinghouse.org/functionimages/Chan1.bmp"},{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/Chan2.bmp\")","v":"http://www.cmfclearinghouse.org/functionimages/Chan2.bmp"},"All","All","Principal Arterial Interstate","Urban",2009,2,"divided median interstate with ashphalt pavement","","","","","no","Regression cross-section","TN","Knoxville, Memphis, Nashville, Chattanooga","","","",110,"","","","","","","","","","","",2006,2006,"no","Average Daily Traffic (ADT)",19045,166683,"","","","","","","","","","","","55mph","All","Divided by Median","2009-12-01",""]
[2011,"Safety Effectiveness of Lane and Shoulder Width Combinations on Rural, Two-Lane, Undivided Roads","Roadway","Lane width ","Convert 12-ft lanes and 6-ft shoulders to 11-ft lanes and 6-ft shoulders",16,0.84,"Run off road","All","Not Specified","Rural",2009,3,"2-lane rural, undivided. Total width = 28 ft; Lane width = 11 ft; Shoulder width = 3 ft","",4.5999999999999996,"",4.5999999999999999E-2,"no","Case-control","PA","",1597,"","","","","","","","","","","","","","",1997,2001,"no","Annual Average Daily Traffic (AADT)",1000,"","","","","","","","",2,"","","","","All","Undivided","2009-12-01",""]
[2026,"Safety Impacts of Left-Turn Phasing Sequence","Intersection traffic control","Signal phasing or timing","Change left turn phasing consistency from 27.3% to 9.1%",6.5,0.93500000000000005,"Angle","All","Not Specified","",2009,2,"intersection with opposing left turn movements","","","","","no","Non-regression cross-section","TX","Houston",4,"","","","","","","","","","","","","","","","","yes","","","","","","","","","","","","Roadway/roadway (not interchange related)","","Signalized","","All","","2009-12-01",""]
[2041,"The J-Turn Intersection: Design Guidance & Safety Experience","Intersection geometry","Intersection geometry reconfiguration ","Install J-Turn intersection",53.17,0.47,"Single vehicle","All","Principal Arterial Other","Rural",2009,1,"4-lane, divided, rural principal arterial and undivided rural major collector;  two-way stop controlled","",36.5,"",0.36499999999999999,"no","Simple before/after","MD","","","",1,"","","","","","","","","","","","",1997,2006,"yes","Average Daily Traffic (ADT)","","","",10670,11240,"",1450,1700,"",4,"Roadway/roadway (not interchange related)","4-leg","Stop-controlled",55,"All","Divided by Median","2009-12-01",""]
[2059,"The J-Turn Intersection: Design Guidance & Safety Experience","Intersection geometry","Intersection geometry reconfiguration ","Install J-Turn intersection",63.64,0.36,"All","O (property damage only)","Principal Arterial Other Freeways and Expressways","Not specified",2009,1,"4-lane, divided expressway; two-way stop controlled","",19.5,"",0.19500000000000001,"no","Simple before/after","NC","","","",1,"","","","","","","","","","","","",1998,2004,"yes","","","","",45000,47600,"","","","",4,"Roadway/roadway (not interchange related)","4-leg","Stop-controlled",55,"All","Divided by Median","2009-12-01",""]
[2074,"The J-Turn Intersection: Design Guidance & Safety Experience","Intersection geometry","Intersection geometry reconfiguration ","Install J-Turn intersection",-95.89,1.96,"Angle","All","Principal Arterial Other Freeways and Expressways","Suburban",2009,1,"4-lane, divided expressway; two-way stop controlled","",240.8,"",2.4079999999999999,"no","Simple before/after","NC","","","",1,"","","","","","","","","","","","",1998,2004,"yes","Average Daily Traffic (ADT)","","","",28600,29200,"","","","",4,"Roadway/roadway (not interchange related)","4-leg","Stop-controlled",55,"All","Divided by Median","2009-12-01",""]
[2079,"Analysis of Transit Safety at Signalized Intersections in Toronto","Transit","None","Install transit signal priority (TSP) technology (transit-related crashes)",-26,1.26,"All","All","Not Specified","Urban",2009,3,"signalized intersection","",14.6,"",0.14599999999999999,"no","Regression cross-section","notusa","City of Toronto, Canada","","","","","","","","","","","","","","","",1999,2003,"yes","Annual Average Daily Traffic (AADT)","","","",3556,50877,"","","","","","Roadway/roadway (not interchange related)","","Signalized","","All","","2009-12-01","For transit-related crashes."]
[2094,"Analysis of Transit Safety at Signalized Intersections in Toronto","Transit","None","Use of bus as public transit type rather than streetcar",-73.099999999999994,1.73,"All","All","Not Specified","Urban",2009,3,"signalized intersection","",9,"",0.09,"no","Regression cross-section","notusa","City of Toronto, Canada",1655,"","","","","","","","","","","","","","",1999,2003,"yes","Annual Average Daily Traffic (AADT)","","","",3556,50877,"","","","","","Roadway/roadway (not interchange related)","","Signalized","","All","","2009-12-01",""]
[2116,"A Methodology to Explore the Relationship between Pavement Marking Retroreflectivity and Traffic Crash Frequency on Highways in North Carolina: Application of Artifical Neural Networks and the General","Delineation","Visibility of existing markings ","Increase pavement marking retroreflectivity of white edgelines from X to Y mcd/m^2/lux",{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/Donnell1.bmp\")","v":"http://www.cmfclearinghouse.org/functionimages/Donnell1.bmp"},{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/Donnell2.bmp\")","v":"http://www.cmfclearinghouse.org/functionimages/Donnell2.bmp"},"All","All","Principal Arterial Other","",2009,3,"multi-lane highways with thermoplastic markings","","","","","no","Regression cross-section","NC","","","","",53,"","","","","","","","","","","",2002,2004,"no","",2752,47572,"","","","","","","",3,"","","","","Night","","2009-12-01",""]
[2133,"Bicycle Tracks and Lanes: a Before-After Study","Bicyclists","None","Install bicycle tracks",-1,1.01,"Rear end","All","Not Specified","",2008,3,"No bike facilities","",6.27,"",6.6000000000000003E-2,"no","Simple before/after","notusa","Copenhagen, Denmark","","","","","","","","","","",77,77,"","","",1976,2004,"no","",5000,28000,"","","","","","","","","","","","","All","","2009-12-01","Motor vehicle with motor vehicle crashes"]
[2148,"Bicycle Tracks and Lanes: a Before-After Study","Bicyclists","None","Install bicycle tracks",21,0.79,"Fixed object","All","Not Specified","",2008,3,"No bike facilities","",8.07,"",8.8999999999999996E-2,"no","Simple before/after","notusa","Copenhagen, Denmark","","","","","","","","","","",77,77,"","","","","","no","Average Daily Traffic (ADT)",5000,28000,"","","","","","","","","","","","","All","","2009-12-01","All crashes with parked MVs"]
[2163,"Bicycle Tracks and Lanes: a Before-After Study","Bicyclists","None","Install bicycle tracks",-30,1.3,"All","All","Not Specified","Urban",2008,2,"No bike facilities","",21.96,"",0.245,"no","Simple before/after","notusa","Copenhagen, Denmark","","","","","","","","","","",21,21,"","","","","","no","Average Daily Traffic (ADT)",5000,28000,"","","","","","","","","","","","","All","","2009-12-01",""]
[2172,"Bicycle Tracks and Lanes: a Before-After Study","Bicyclists","None","Install bicycle tracks",-24,1.24,"Vehicle/bicycle","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not Specified","Urban",2008,3,"No bike facilities","",8.8699999999999992,"",0.105,"no","Simple before/after","notusa","Copenhagen, Denmark","","","","","","","","","","",77,77,"","","",1976,2004,"yes","Average Daily Traffic (ADT)","","","",5000,28000,"","","","","","Roadway/roadway (not interchange related)","","","","All","","2009-12-01","Bicycles and moped riders, all injuries, at intersection"]
[2199,"Assessing Critical Factors Associated with Bicycle Collisions at Urban Signalized Intersections","Bicyclists","None","Presence of crosswalk at signalized intersection (bike crashes)",-775.83,8.76,"Vehicle/bicycle","All","Not Specified","",2008,2,"","",1370.21,"",13.7,"no","Regression cross-section","notusa","Incheon, South Korea","","","","","","","","","","","","","","","",2005,2005,"yes","","","","","","","","","","","","","","Signalized","","All","","2009-12-01","Only for bicycle-related crashes."]
[2214,"Evaluating Safety Benefits of Drowsy Driving Signs","Signs","None","Install drowsy driving signs (drowsy driving crashes)",22.4,0.77600000000000002,"All","All","Principal Arterial Interstate","",2008,2,"","",46.4,"",0.46400000000000002,"no","Before/after using empirical Bayes or full Bayes","UT","","","","","","","","","","","","","","","","",1992,2005,"no","","","","","","","","","","","","","","","","All","","2009-12-01","For drowsy driving related crashes."]
[2229,"Evaluation of Current Texturing Practices in Minnesota","Roadway","Pavement condition and friction ","Refinish concrete pavement with inverted turf of stiff-bristled broom (wet weather crashes)",6.5,0.93500000000000005,"Wet road","All","Not Specified","",2008,2,"concrete pavement was previously finished with a combination of burlap-drag and transverse tining","",7.5,"",7.4999999999999997E-2,"no","Simple before/after","MN","","","","","","","","","","","","","","","","",1994,2005,"no","","","","","","","","","","","","","","","","All","","2009-12-01","For wet weather-related crashes."]
[2244,"Safety Effect of Preventative Maintenance: Microsurfacing A Case Study","Roadway","Pavement condition and friction ","Refinish pavement with resurfacing treatment",-6,1.06,"All","All","Not Specified","",2008,2,"","",12.62,"",0.126,"no","Simple before/after","notusa","Region of York, Canada","","","","","","","","","","","","","",27,57,1999,2005,"no","Annual Average Daily Traffic (AADT)","7000/lane","","","","","","","","","","","","","","All","","2009-12-01",""]
[2249,"Potential Driveway Density Accident Modification Factors for Rural Highways Using Texas Data","Access management","None","Change driveway density from X to Y (driveways/mile for segment)",{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/Fitz3.bmp\")","v":"http://www.cmfclearinghouse.org/functionimages/Fitz3.bmp"},{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/139 CMFunction.png\")","v":"http://www.cmfclearinghouse.org/functionimages/139 CMFunction.png"},"All","All","Principal Arterial Other","Rural",2008,3,"","","","","","no","Regression cross-section","TX","","","","","","","","","","","","","","","","",1999,2001,"no","Average Daily Traffic (ADT)","","","","","","","","","",4,"","","","","All","","2009-12-01","Driveway density at the study sites ranged from 0 to 20 driveways per mile."]
[2265,"Safety Effects of a Targeted Skid Resistance Improvement Program","Roadway","Pavement condition and friction ","Improve pavement friction (increase skid resistance)",41.1,0.58899999999999997,"All","All","Not Specified","All",2008,3,"Sections of pavement with both a high proportion (35-40%) of wet-road crashes and low friction numbers (<32).",21.6,21.6,0.216,0.216,"no","Before/after using empirical Bayes or full Bayes","NY","","","","","","","","","","","","","","",33,30,1994,2003,"yes","","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Yield sign","","All","","",""]
[2275,"Safety Effects of a Targeted Skid Resistance Improvement Program","Roadway","Pavement condition and friction ","Improve pavement friction (increase skid resistance)",41.4,0.58599999999999997,"Rear end","All","Not Specified","All",2008,4,"Sections of pavement with both a high proportion (35-40%) of wet-road crashes and low friction numbers (<32).",5.7,5.7,5.7000000000000002E-2,5.7000000000000002E-2,"no","Before/after using empirical Bayes or full Bayes","NY","","","","","","","","","","","","","","",840,744,1994,2003,"yes","","","","","","","","","","","","Roadway/roadway (not interchange related)","3-leg","Stop-controlled","","All","","",""]
[2298,"Safety Effects of a Targeted Skid Resistance Improvement Program","Roadway","Pavement condition and friction ","Improve pavement friction (increase skid resistance)",31.6,0.68400000000000005,"All","All","Not Specified","Rural",2008,4,"Sections of pavement with both a high proportion (35-40%) of wet-road crashes and low friction numbers (<32).",3.2,3.2,3.2000000000000001E-2,3.2000000000000001E-2,"no","Before/after using empirical Bayes or full Bayes","NY","","","","","","","","","","","",44,35,"","","",1994,2003,"no","Annual Average Daily Traffic (AADT)","","","","","","","","","","","","","","","All","","",""]
[2313,"Safety Effects of a Targeted Skid Resistance Improvement Program","Roadway","Pavement condition and friction ","Improve pavement friction (increase skid resistance)",52.6,0.47399999999999998,"Rear end,Wet road","All","Not Specified","Rural",2008,3,"Sections of pavement with both a high proportion (35-40%) of wet-road crashes and low friction numbers (<32).",7.9,7.9,7.9000000000000001E-2,7.9000000000000001E-2,"no","Before/after using empirical Bayes or full Bayes","NY","","","","","","","","","","","",44,35,"","","",1994,2003,"no","Annual Average Daily Traffic (AADT)","","","","","","","","","","","","","","","All","","",""]
[2328,"Evaluation of the Safety Effectiveness of Selected Treatments at Urban Signalized Intersections","Intersection traffic control","Signal phasing or timing","Protected/permissive to protected-only left turn phasing",-2,1.02,"All","All","Not Specified","",2008,3,"","",12.3,"",0.123,"no","Before/after using empirical Bayes or full Bayes","NC","Winston-Salem","","","","","","","","","","","","","",56,56,1990,2004,"yes","","","","","","","","","","","","","","","","All","","2009-12-01",""]
[2347,"Safety Evaluation of Installing Center Two-Way Left-Turn Lanes on Two-Lane Roads","Roadway","Number of lanes ","Install TWLTL (two-way left turn lane) on two lane road",49.9,0.501,"Rear end","All","Not Specified","",2008,4,"","",7.3,"",7.2999999999999995E-2,"no","Before/after using empirical Bayes or full Bayes","AR","","","","","","","","","","","",139,139,"","","",1994,2004,"no","Annual Average Daily Traffic (AADT)",8500,22500,"","","","","","","",2,"","","","","All","Divided by TWLTL","2009-12-01",""]
[2363,"Safety Effects of Reducing Freeway Illumination for Energy Conservation","Highway lighting","None","Full to partial interchange lighting",11.4,0.88600000000000001,"All","A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other Freeways and Expressways","Suburban",2008,3,"Full interchange lighting.",6,6,0.06,0.06,"no","Before/after using empirical Bayes or full Bayes","OR","Portland","","","","","","","","",339,"","","","","","",1995,2005,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (interchange ramp terminal)","","Uncontrolled","","Night","","",""]
[2382,"A Simultaneous Equations Model of Crash Frequency By Collision Type for Rural Intersections","Shoulder treatments","Shoulder width ","Widen paved shoulder from X to Y ft",{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/WashingtonShoulderPedestrianCRF.bmp\")","v":"http://www.cmfclearinghouse.org/functionimages/WashingtonShoulderPedestrianCRF.bmp"},{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/WashingtonShoulderPedestrianCMF.bmp\")","v":"http://www.cmfclearinghouse.org/functionimages/WashingtonShoulderPedestrianCMF.bmp"},"Vehicle/pedestrian","All","Not Specified","Rural",2008,3,"Increase the paved shoulder width from X ft to Y ft at a rural 2-lane intersection.","","","","","no","Regression cross-section","GA","38 Counties","","","","","","","","","","","","",330,"","",1996,1997,"yes","Annual Average Daily Traffic (AADT)","","","",420,15200,"",80,10400,"",2,"Roadway/roadway (not interchange related)","Not specified","Not specified","25-55","All","Undivided","",""]
[2430,"Safety Impact of Gateway Monuments","Roadside","Other","Construct gateway monument (on state-owned road)",32,0.68,"All","All","All","All",2010,3,"","",15.5,"",0.15,"no","Before/after using empirical Bayes or full Bayes","CA","Willow Creek, Rocklin, Nevada County, Paso Robles, Tehachapi","","","","","","","",36,35,"","","","","","",1998,2008,"no","Annual Average Daily Traffic (AADT)",3300,34000,"","","","","","","","1 to 4","","","","","All","All","",""]
[2435,"Safety Evaluation of Improved Curve Delineation","Signs","None","Install new fluorescent curve signs or upgrade existing curve signs to fluorescent sheeting",34,0.66,"Head on,Nighttime,Non-intersection,Run off road,Sideswipe","All","All","Rural",2009,4,"No sign or sign without fluorescent sheeting","",11.5,"",0.115,"no","Before/after using empirical Bayes or full Bayes","CT","","","","","","","","","","","",46,22,"","","",1997,2006,"no","Annual Average Daily Traffic (AADT)",895,20479,"","","","","","","",2,"","","","","Night","Undivided","",""]
[2450,"Safety Effectiveness of Advance Street Name Signs","Signs","None","Advance street name signs",1,0.99,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not Specified","All",2010,4,"No advance signs at a signalized intersection","",3.1,"",3.1E-2,"no","Before/after using empirical Bayes or full Bayes","AZ,MA,WI","","","","","","","","","",3122,"","","","","","",1994,2006,"yes","","","","","","","","","","","","Roadway/roadway (not interchange related)","3-leg,4-leg","Signalized","","All","","",""]
[2468,"Safety Performance of Experimental Pavement Types in California Using Before-and-After Comparisons","Roadway","Pavement condition and friction ","Resurface pavement with groove pavement (GP)",50,0.5,"Wet road","All","Not Specified","All",2010,3,"","",19,"",0.19,"no","Simple before/after","CA","","","","","","","","","",87,"","","","","","",1994,2005,"no","","","","","","","","","","","","","","","","All","","",""]
[2485,"Evaluating the Effects of Freeway Design Elements on Safety","Alignment","None","Increase degree of curve on freeways from 0 to 5 (curvature in degrees)",-82.9,1.83,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other Freeways and Expressways","Urban",2010,3,"","",66.3,"",0.66,"no","Regression cross-section","TX","","","","","","","",1959,"","","","","","","","",1997,2001,"no","","","","","","","","","","",4,"","","","","All","Divided by Median","",""]
[2500,"Modeling and Evaluating the Safety Impacts of Access Management (AM) Features in the Las Vegas Valley","Access management","None","Change in signal spacing from X 1000's feet to Y 1000's feet",{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/TWLTL-SS-PDO-CRF.bmp\")","v":"http://www.cmfclearinghouse.org/functionimages/TWLTL-SS-PDO-CRF.bmp"},{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/TWLTL-SS-PDO-CMF.bmp\")","v":"http://www.cmfclearinghouse.org/functionimages/TWLTL-SS-PDO-CMF.bmp"},"Angle,Fixed object,Head on,Rear end,Run off road,Sideswipe,Single vehicle","O (property damage only)","All","Urban",2010,3,"Smaller or larger distance between signals in 1000's feet","","","","","no","","NV","","","","","","","","","","","","","","","","",2002,2006,"no","Annual Average Daily Traffic (AADT)",4883,71280,"","","","","","","","","","","","30-45","Not specified","Divided by TWLTL","2010-08-11",""]
[2506,"Modeling and Evaluating the Safety Impacts of Access Management (AM) Features in the Las Vegas Valley","Access management","None","Change in unsignalized cross roads from X to Y unsignalized cross roads per mile",{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/TWLTL-DA-Inj-CRF.bmp\")","v":"http://www.cmfclearinghouse.org/functionimages/TWLTL-DA-Inj-CRF.bmp"},{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/TWLTL-DA-Inj-CMF.bmp\")","v":"http://www.cmfclearinghouse.org/functionimages/TWLTL-DA-Inj-CMF.bmp"},"Angle,Fixed object,Head on,Rear end,Run off road,Sideswipe,Single vehicle","A (serious injury),B (minor injury),C (possible injury)","All","Urban",2010,3,"Greater or fewer number of unsignalized intersections per mile","","","","","no","Regression cross-section","NV","","","","","","","","","","","","","","","","",2002,2006,"no","",4883,71280,"","","","","","","","","","","","30-45","Not specified","Divided by TWLTL","2010-08-11",""]
[2521,"Operational and Safety Performance of Left-Side Off-Ramps at Freeway Diverge Areas","Interchange design","None","Left side off ramp",-49,1.49,"Not specified","Not specified","Principal Arterial Interstate","Not specified",2010,3,"Base condition: Right side off ramp","",26.28,"",0.26279999999999998,"no","Regression cross-section","FL","","","","","","","","","","","","","","","","",2004,2006,"no","","","","","","","","","","","","","","","","Not specified","","2010-08-11",""]
[2573,"Safety Effects of Intersection Signalization: a Before-After Study","Intersection traffic control","Traffic control type ","Convert from yield signal control to signalized control",-34,1.34,"Left turn,Right turn","All","Not Specified","Urban",2010,2,"yield control","","","","","no","Simple before/after","notusa","Copenhagen","","","","","","","","",93,"","","","","","",1976,2004,"yes","","","","","","","","","","","","Roadway/roadway (not interchange related)","3-leg,4-leg,More than 4 legs","Signalized","","All","","2010-08-11","This CMF is for intersection crashes"]
[2586,"Safety Effects of Intersection Signalization: a Before-After Study","Intersection traffic control","Traffic control type ","Convert from yield signal control to signalized control",14,0.86,"Vehicle/bicycle","All","Not Specified","Urban",2010,2,"yield control","","","","","no","Simple before/after","notusa","Copenhagen","","","","","","","","",32,"","","","","","",1976,2004,"yes","","","","","","","","","","","","Roadway/roadway (not interchange related)","3-leg","Signalized","","All","","2010-08-11","This CMF is for intersection crashes"]
[2601,"Safety Effects of Intersection Signalization: a Before-After Study","Intersection traffic control","Traffic control type ","Convert from yield signal control to signalized control",1,0.99,"All","All","Not Specified","Urban",2010,3,"yield control","",6.4,"",0.06,"no","Simple before/after","notusa","Copenhagen","","","","","","","",514,509,"","","","","","",1976,2004,"yes","","","","","","","","","","","","Roadway/roadway (not interchange related)","3-leg,4-leg,More than 4 legs","Signalized","","All","","2010-08-11","This CMF is for roadway crashes 360-500 m away from intersection"]
[2617,"Safety Effects of Intersection Signalization: a Before-After Study","Intersection traffic control","Traffic control type ","Convert from yield signal control to signalized control",-11,1.1100000000000001,"All","All","Not Specified","Urban",2010,3,"yield control","",11.5,"",0.11,"no","Simple before/after","notusa","Copenhagen","","","","","","","",207,213,"","","","","","",1976,2004,"yes","","","","","","","","","","","","Roadway/roadway (not interchange related)","3-leg,4-leg,More than 4 legs","Stop-controlled","","All","","2010-08-11","This CMF is for roadway link crashes 360-500 m away from intersection"]
[2622,"Safety Effects of Intersection Signalization: a Before-After Study","Intersection traffic control","Traffic control type ","Convert from yield signal control to signalized control",5,0.95,"All","All","Not Specified","Urban",2010,3,"yield control","",7.9,"",0.08,"no","Simple before/after","notusa","Copenhagen","","","","","","","",883,812,"","","","","","",1976,2004,"yes","","","","","","","","","","","","Roadway/roadway (not interchange related)","3-leg","Signalized","","All","","2010-08-11","This CMF is for roadway crashes up to 500 m away from intersection"]
[2637,"Safety Effects of Intersection Signalization: a Before-After Study","Intersection traffic control","Traffic control type ","Convert from yield signal control to signalized control",21,0.79,"Head on,Rear end","All","Not Specified","Urban",2010,3,"yield control","","","","","no","Simple before/after","notusa","Copenhagen","","","","","","","","",134,"","","","","","",1976,2004,"yes","","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Signalized","","All","","2010-08-11","This CMF is for roadway crashes up to 200 m away from intersection"]
[2662,"Safety Effects of Intersection Signalization: a Before-After Study","Intersection traffic control","Traffic control type ","Convert from yield signal control to signalized control",-3,1.03,"Single vehicle","All","Not Specified","Urban",2010,3,"yield control","",16.600000000000001,"",0.17,"no","Simple before/after","notusa","Copenhagen","","","","","","","",91,86,"","","","","","",1976,2004,"yes","","","","","","","","","","","","Roadway/roadway (not interchange related)","3-leg","Signalized","","All","","2010-08-11","This CMF is for intersection and roadway crashes up to 200 m away from intersection"]
[2671,"Safety Effects of Intersection Signalization: a Before-After Study","Intersection traffic control","Traffic control type ","Convert from yield signal control to signalized control",44,0.56000000000000005,"Angle","All","Not Specified","Urban",2010,4,"yield control","",8.9,"",0.09,"no","Simple before/after","notusa","Copenhagen","","","","","","","","","","","","","","","",1976,2004,"yes","","","","","","","","","","","","Roadway/roadway (not interchange related)","3-leg","Signalized","","All","","2010-08-11","This CMF is for intersection and roadway crashes up to 200 m away from intersection"]
[2686,"Estimating the Longer-Term Safety Effects of Speed Enforcement Cameras in Charlotte, NC","Advanced technology and ITS","None","Media coverage of automated speed enforcement cameras",8.6,0.91,"All","O (property damage only)","Not Specified","",2010,3,"no automated speed enforcement","",10.6,"",0.11,"no","Simple before/after","NC","Charlotte","","","","","","","",25610,3690,"","","","","","",1994,2008,"no","","","","","","","","","","","","","","","","All","","2010-08-11",""]
[2705,"Safety Evaluation of Transverse Rumble Strips on Approaches to Stop Controlled Intersections in Rural Areas","Roadway","Roadway rumble strips ","Install transverse rumble strips on stop controlled approaches in rural areas",25.5,0.745,"All","K (fatal),A (serious injury),B (minor injury)","Major Collector","All",2010,5,"","",12.1,"",0.121,"no","Before/after using empirical Bayes or full Bayes","IA,MN","","","","","","","","","","","","","","","","",1987,2006,"yes","Annual Average Daily Traffic (AADT)","","","","","",3265,"","",801,"","Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","All","Undivided","","The star rating for this CMF was modified from 4 to 5 stars in January 2015. The previous star rating was assigned using a sample size score based only on the crashes in the period after the countermeasure installation. The standard scoring method in the Clearinghouse is to score the sample size based on the crashes before the countermeasure installation plus the expected crashes in the after period."]
[2706,"Safety Evaluation of Transverse Rumble Strips on Approaches to Stop Controlled Intersections in Rural Areas","Roadway","Roadway rumble strips ","Install transverse rumble strips on stop controlled approaches in rural areas",-11.8,1.1180000000000001,"All","All","Major Collector","Rural",2010,4,"","",8.6,"",8.5999999999999993E-2,"no","Before/after using empirical Bayes or full Bayes","IA,MN","","","","","","","","",8509,410,"","","","","","",1987,2006,"yes","Annual Average Daily Traffic (AADT)","","","","","",3265,"","",801,"","Roadway/roadway (not interchange related)","3-leg,4-leg","Stop-controlled","","All","Undivided","",""]
[2723,"Analyzing the Effects of LED Traffic Signals on Urban Intersection Safety","Intersection traffic control","Other","Replace Incandescent Traffic Signal Bulbs with Light Emitting Diodes (LEDs)",-71,1.71,"All","All","Not Specified","Urban",2010,2,"incandescent bulbs in use at traffic signal","",15.6,"",0.156,"no","Before/after using empirical Bayes or full Bayes","OH","Middletown","","","","","","","","","","","","","","","",1999,2007,"yes","","","","","","","","","","","","Not specified","Not specified","Signalized","","Not specified","","2011-03-21","The star rating for this CMF was modified from 1 to 2 stars in January 2015. The previous star rating was assigned using a sample size score based only on the crashes in the period after the countermeasure installation. The standard scoring method in the Clearinghouse is to score the sample size based on the crashes before the countermeasure installation plus the expected crashes in the after period."]
[2768,"NCHRP Report 650 - Median Intersection Design for Rural High-Speed Divided Highways","Intersection geometry","Turn lanes ","Install offset right turn lane",4,0.96,"Angle","All","Principal Arterial Other Freeways and Expressways","Rural",2010,1,"","",43.1,"",0.43,"no","Simple before/after","IA","Muscatine","","","","","","","",13,9,"","","","","","",2000,2005,"yes","Annual Average Daily Traffic (AADT)","","","",10000,11300,"",2305,2450,"","","Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","All","Divided by Median","2011-03-21","For 2 approaches. Authors note that the increase in crashes may be attributed to the horizontal curvature of the road near the site and very narrow median width which does not profivde sufficient space for one-stage crossing manuveurs"]
[2790,"NCHRP Report 650 - Median Intersection Design for Rural High-Speed Divided Highways","Intersection geometry","Turn lanes ","Install positive offset left turn lanes",50,0.5,"All","All","Principal Arterial Other Freeways and Expressways","Rural",2010,2,"","",18.899999999999999,"",0.19,"no","Simple before/after","NC","New Hanover County","","","","","","","",21,12,"","","","","","",1999,2005,"yes","Annual Average Daily Traffic (AADT)","","","",26900,30800,"","","","",4,"Roadway/roadway (not interchange related)","4-leg","Stop-controlled","45 (reduced from 55)","All","Divided by Median","2011-03-21","For 1 site. Speed limit was reduced at the site between before and after period."]
[2810,"NCHRP Report 650 - Median Intersection Design for Rural High-Speed Divided Highways","Advanced technology and ITS","None","Install dynamic advance intersection warning system",70,0.3,"All","A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other Freeways and Expressways","Rural",2010,2,"","",14,"",0.14000000000000001,"no","Simple before/after","NC","Columbus County","","","","","","","",20,8,"","","","","","",1990,2004,"yes","Annual Average Daily Traffic (AADT)","","","",7700,10100,"","","","",4,"Roadway/roadway (not interchange related)","4-leg","Stop-controlled",55,"All","Divided by Median","2011-03-21","For 1 site. Double yellow centerline and median stop bars were installed in the after period; these treatments may contribute to a decrease in some crashes."]
[2825,"Performance Evaluation of Cable Median Barrier Systems in Texas","Roadside","Median barriers ","Install median barrier (cable)",100,0,"All","A (serious injury)","Not Specified","",2009,2,"","",0,"",0,"no","Simple before/after","TX","","","","","","","","",11,0,"","","","","","",2004,2007,"no","","","","","","","","","","","","","","","","All","","2011-03-21",""]
[2830,"Benefit-Cost Analysis of In-Vehicle Technologies and Infrastructure Modifications as a Means to Prevent Crashes Along Curves and Shoulders","Shoulder treatments","Shoulder width ","Widen shoulder (paved) (from 2 to 4 ft)",11,0.89,"All","All","Principal Arterial Other","",2009,1,"","","","","","no","Simple before/after","MN","","","","","",6,6,"","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","All","","2011-03-21","For 1 tangential road segment. Before and after periods not specified."]
[2845,"Effects of road lighting: An analysis based on Dutch accident statistics 1987-2006","Highway lighting","None","Install lighting",46,0.54,"Nighttime","A (serious injury),B (minor injury),C (possible injury)","All","All",2009,3,"Unlit roads","",2.04,"",2.0400000000000001E-2,"no","Non-regression cross-section","notusa","","","","","","","",223068,"","","","","","","","",1987,2006,"no","","","","","","","","","","","","","","","","Night","All","2011-03-21","The authors of this study also experimented with producing additional CMFs from the same dataset using alternative, less reliable methods. Since this did not add new knowledge to this topic, these CMFs were not included in the Clearinghouse."]
[2911,"Safety Effectiveness of the HAWK Pedestrian Crossing Treatment","Pedestrians","None","Install a pedestrian hybrid beacon (PHB or HAWK)",29,0.71199999999999997,"All","All","Not Specified","Urban and suburban",2010,4,"Minor-road stop-controlled intersection","",6.5,"",6.5000000000000002E-2,"no","Before/after using empirical Bayes or full Bayes","AZ","Tucson","","","","","","","","","","","","","","","",2002,2008,"yes","Annual Average Daily Traffic (AADT)","","","","","",39700,"","",711,"4 to 6","Roadway/roadway (not interchange related)","3-leg,4-leg","Other","30 to 40 mph","All","All","2011-03-21","The authors of this study also experimented with producing additional CMFs from an alternate dataset of crashes (based on a different definition of relation to intersection). Since this did not add new knowledge to this topic, these CMFs were not included in the Clearinghouse. The CMFs reported in the Clearinghouse reflect the final CMFs noted in the report summary and abstract."]
[2930,"A fully Bayesian multivariate approach to before-after safety evaluation","Speed management","None","Decreasing posted speed limit on expressways",-3.6,1.0358000000000001,"All","K (fatal),A (serious injury),B (minor injury)","Principal Arterial Other Freeways and Expressways","Not specified",2010,4,"Expressway with posted speed limit of 100 km/h (with one exception posted at 80 km/h)","",17.170000000000002,"",0.17169999999999999,"no","Before/after using empirical Bayes or full Bayes","notusa","","","","","","","","","","","","","","",150,246,1994,2006,"no","Annual Average Daily Traffic (AADT)",3100,50300,"","","","","","","","","","","","100 km/h reduced to 80 km/h","All","Divided by Median","2011-03-21","Crash severity is difficult to define for this CMF. This CMF was developed using crashes that met one of these criteria: at least one fatality, at least 5 injuries, at least 5 cars or resulted in at least $2500 in damage."]
[2945,"Injury crashes with bicyclists at roundabouts: influence of some location characteristics and the design of cycle facilities","Bicyclists","None","Replacement of traditional intersection with roundabout with a grade separated cycle path",-31,1.31,"Vehicle/bicycle","K (fatal),A (serious injury)","Not Specified","Urban",2009,2,"Traditional signalized or unsignalized intersection","",186.5,"",1.865,"no","Before/after using empirical Bayes or full Bayes","notusa","","","",3,"","","","","","","","","","","","",1991,2001,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Roundabout","","All","All","2011-03-21",""]
[2952,"Applying Bayesian Hierarchical Models to Examine Motorcycle Crashes at Signalized Intersections","Intersection geometry","Turn lanes ","Install uncontrolled left-turn lane on major road of a 4-leg signalized intersection (motorcycle crashes)",-23,1.23,"All","All","Not Specified","Urban",2010,3,"","","","","","no","Regression cross-section","notusa","","","","","","","",1948,"","","","","","","","",2003,2006,"yes","Annual Average Daily Traffic (AADT)","","","",5700,37520,18431,2850,31270,14509,"","Not specified","4-leg","Signalized","","All","","2011-03-21","Only motorcycle related crashes"]
[2964,"Safety Effects of Mobile Speed Cameras in Norfolk: No More than Regression to the Mean?","Advanced technology and ITS","None","Implement mobile speed cameras",-9,1.0900000000000001,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not Specified","Rural",2010,4,"","",13.9,"",0.14000000000000001,"no","Before/after using empirical Bayes or full Bayes","notusa","Norfolk County","","","","","","","",145,129,"","","","","","",1999,2003,"no","","","","","","","","","","","","","","","","All","","2011-03-21",""]
[2979,"Red light for red-light cameras?: A meta-analysis of the effects of red-light cameras on crashes","Advanced technology and ITS","None","Install red-light cameras",-15,1.1499999999999999,"All","All","Not Specified","",2009,3,"Signalized intersection without red-light running cameras","",10.46,"",0.1046,"no","Meta-analysis","","","","","","","","","","","","","","","","","","","","yes","","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Signalized","","All","","2011-03-21","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[2999,"The Group Least Absolute Shrinkage and Selection Operator \"GLASSO\" Technique: Application in Variable Selection and Crash Prediction at Unsignalized Intersections","Access management","None","Install median on the minor approach of an unsignalized 3-leg intersection",18,0.82,"All","All","Not Specified","All",2010,3,"unsignalized 3-leg intersection with an undivided median on the major approach","",9.0299999999999994,"",9.0300000000000005E-2,"no","Regression cross-section","FL","",1735,"","","","","","","","","","","","","","",2003,2006,"yes","","","","","","","","","","","2 to 8","Roadway/roadway (not interchange related)","3-leg","Stop-controlled","","All","All","2011-07-15",""]
[3021,"Improving Safety and Operations of Tram/Traffic Management at Intersections - The Hook Turn","Intersection geometry","Intersection geometry reconfiguration ","Configure an intersection with automobile and tram traffic for 'hook turns'",76,0.24,"Head on","All","Not Specified","Urban",2011,2,"a signalized intersection in Australia with a mixture of tram and auto traffic","",12.61,"",0.12609999999999999,"no","Non-regression cross-section","notusa","Melbourne","","","","","","",18,13,5,"","","","","","",2006,2008,"yes","","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Signalized","","All","Undivided","2011-07-15","Since this study is from Australia, the opposing vehicle turn is not a left turn it is a right turn. See Table 5 for sample sizes and crash data. Crash rates were used. Traffic volume, speed limit, and lane configuration data are not given in this study. "]
[3037,"Evaluation Of The Effectiveness Of Safety-Based Incentives In Public Private Partnerships: An Empirical Analysis For The Case Of Spain","Access management","None","Presence of grade-separated interchange",-1,1.01,"All","All","Not Specified","Not specified",2011,3,"Cross-sectional comparison of high-capacity roadways in Spain with and without grade-separated interchanges.","",1400,"",14.13,"no","Regression cross-section","notusa","","","","",4800,"","","","","","","","","","","",2006,2006,"no","Annual Average Daily Traffic (AADT)",1094,213544,30277,"","","","","","","","","","","","All","","2011-07-15",""]
[3050,"Identifying Crash Distributions and Prone Locations by Lane Groups at Freeway Diverge Areas","Interchange design","None","Convert balanced lane configuration to unbalanced lane configuration at two-lane exit",3.4,0.97,"All","K (fatal),A (serious injury)","Principal Arterial Other Freeways and Expressways","",2011,3,"","",21,"",0.21,"no","Regression cross-section","FL","","","","","","","","","","","","","","","","",2004,2006,"no","Average Daily Traffic (ADT)",18800,291000,"","","","","","","","2 to 5","","","","55-70MPH","All","","2011-07-15",""]
[3058,"Developing Safety Performance Functions for Diamond Interchange Ramp Terminals","Intersection geometry","Turn lanes ","Presence of exclusive right turn phase at diamond interchange ramps",62.6,0.37,"Rear end","All","Principal Arterial Other Freeways and Expressways","",2011,3,"","","","","","no","Regression cross-section","WI","Madison","","","","","","","","","","","","","","","",2004,2008,"yes","Annual Average Daily Traffic (AADT)","","","",4200,50850,"",2000,24800,"","","Roadway/roadway (interchange ramp terminal)","","Signalized","35-45mph","All","","2011-07-15",""]
[3073,"Safety Effect of Arterial Signal Coordination","Intersection geometry","Turn lanes ","Presence of right turning lane on arterial with signal coordination",68.3,0.32,"Angle","All","All","Urban and suburban",2011,2,"","",10.9,"",0.11,"no","Regression cross-section","IN","","","","","","","",54,"","","","","","","","",2003,2006,"yes","Vehicles Per Hour","","","","",1840,"","","","","1 to 3","Roadway/roadway (not interchange related)","","Signalized","30-50 mph","All","","2011-07-15","The volume is entered as vehicles per hour per lane"]
[3092,"Cyclist Safety on Bicycle Boulevards and Parallel Arterial Routes in Berkeley, California","Bicyclists","None","Install bicycle boulevard",63,0.37,"Vehicle/bicycle","All","Not Specified","Urban and suburban",2011,3,"No bicycle boulevards, but many traffic calming devices were preexisting.","",5.2,"",5.1999999999999998E-2,"no","Non-regression cross-section","CA","Berkeley","","","","","","",2114,"","","","","","","","",2003,2008,"no","","","","","","","","","","","","","","","","All","","2011-07-15",""]
[3128,"Evaluation of the Conversion from Two-Way Stop Sign Control to All-Way Stop Sign Control at 53 Locations in North Carolina","Intersection traffic control","Traffic control type ","Convert minor-road stop control to all-way stop control",77,0.23,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","All","All",2010,4,"Two-way stop sign control with and without flashing beacons.","",2.5,"",2.5000000000000001E-2,"no","Before/after using empirical Bayes or full Bayes","NC","","","","","","","","","","","","","","","","",1990,2009,"yes","","","","",680,15400,"",680,15400,"",1,"","4-leg","Stop-controlled","25-55","Not specified","All","2011-07-15","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[3132,"Evaluation of the Conversion from Two-Way Stop Sign Control to All-Way Stop Sign Control at 53 Locations in North Carolina","Intersection traffic control","Traffic control type ","Convert two-way (without flashing beacons) to all-way stop control (without flashing beacons)",70.099999999999994,0.29899999999999999,"Angle,Head on,Left turn,Right turn","All","All","All",2010,4,"Two-way stop sign control without flashing beacons.","",3,"",0.03,"no","Before/after using empirical Bayes or full Bayes","NC","","","","","","","","","","","","","","","","",1990,2009,"yes","","","","",680,15100,"",680,15100,"",1,"","4-leg","Stop-controlled","25-55","Not specified","Undivided","2011-07-15",""]
[3173,"Hierarchical Bayesian Modeling for Before and After Studies","Roadside","Median barriers ","Installation of cable barriers in freeway medians",44,0.56000000000000005,"All","K (fatal),A (serious injury)","Principal Arterial Interstate","All",2011,3,"No median barrier","",10.4,"",0.104,"no","Before/after using empirical Bayes or full Bayes","UT","","","","","","","","","","","","","","",27,15,2002,2008,"no","Annual Average Daily Traffic (AADT)","","","","","","","","","","","","","","","All","Divided by Median","2011-07-15",""]
[3341,"NCHRP Report 641: Guidance for the Design and Application of Shoulder and Centerline Rumble Strips","Roadway","Roadway rumble strips ","Install centerline rumble strips",-2,1.02,"All","All","Not Specified","Urban",2009,4,"No centerline rumble strips","",8,"",0.08,"no","Before/after using empirical Bayes or full Bayes","PA","","","","","","","","",395,222,"","","","","","",1997,2006,"no","Average Daily Traffic (ADT)",2338,22076,"","","","","","","",2,"","","","","All","Undivided","2011-03-21","The authors collected data on thru lanes and speed limits but did not provide those data in the report."]
[3360,"NCHRP Report 641: Guidance for the Design and Application of Shoulder and Centerline Rumble Strips","Roadway","Roadway rumble strips ","Install centerline rumble strips",45,0.55000000000000004,"Head on,Sideswipe","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not Specified","Rural",2009,5,"No centerline rumble strips","",6.4,"",6.4000000000000001E-2,"no","Before/after using empirical Bayes or full Bayes","MN,PA,WA","","","","","","","","",300,96,"","","","","","",1997,2006,"no","Average Daily Traffic (ADT)",574,20784,"","","","","","","",2,"","","","","All","Undivided","2011-03-21","The authors collected data on thru lanes and speed limits but did not provide those data in the report."]
[3375,"NCHRP Report 641: Guidance for the Design and Application of Shoulder and Centerline Rumble Strips","Roadway","Roadway rumble strips ","Install centerline rumble strips on horizontal curves",47,0.53,"Head on,Sideswipe","All","Not Specified","Rural",2009,5,"No centerline rumble strips","",9.9,"",9.9000000000000005E-2,"no","Before/after using empirical Bayes or full Bayes","MN,PA,WA","","","","","","","","",80,28,"","","","","","",1997,2006,"no","Average Daily Traffic (ADT)",574,20784,"","","","","","","",2,"","","","","All","Undivided","2011-03-21","The authors collected data on thru lanes and speed limits but did not provide those data in the report."]
[3381,"NCHRP Report 641: Guidance for the Design and Application of Shoulder and Centerline Rumble Strips","Roadway","Roadway rumble strips ","Install centerline rumble strips on tangent sections",22,0.78,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not Specified","Rural",2009,4,"No centerline rumble strips","",10,"",0.1,"no","Before/after using empirical Bayes or full Bayes","PA","","","","","","","","",137,79,"","","","","","",1997,2006,"no","Average Daily Traffic (ADT)",574,17591,"","","","","","","",2,"","","","","All","Undivided","2011-03-21","The authors collected data on thru lanes and speed limits but did not provide those data in the report."]
[3394,"NCHRP Report 641: Guidance for the Design and Application of Shoulder and Centerline Rumble Strips","Roadway","Roadway rumble strips ","Install edgeline rumble strips",33,0.67,"Run off road","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not Specified","Rural",2009,4,"","",12.22,"",0.1222,"no","Regression cross-section","MN,MO,PA","","","","","","","","","","","","","","","","",1997,2006,"no","Average Daily Traffic (ADT)",180,12776,"","","","","","","",2,"","","","","All","Undivided","2011-03-21","The authors collected data on thru lanes and speed limits but did not provide those data in the report (see p. 50). "]
[3409,"NCHRP Report 641: Guidance for the Design and Application of Shoulder and Centerline Rumble Strips","Roadway","Roadway rumble strips ","Install edgeline rumble strips on roadways with a shoulder width of 5 feet or greater",-11,1.1100000000000001,"Run off road","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not Specified","Rural",2009,3,"Roadway with no rumble strips and a shoulder width less than 5 feet","",53.14,"",0.53139999999999998,"no","Regression cross-section","MN","","","","","","","","","","","","","","","","",1997,2005,"no","Average Daily Traffic (ADT)",180,10386,"","","","","","","",2,"","","","","All","Undivided","2011-03-21","The authors collected data on thru lanes and speed limits but did not provide those data in the report (see p. 50). "]
[3428,"NCHRP Report 641: Guidance for the Design and Application of Shoulder and Centerline Rumble Strips","Shoulder treatments","Shoulder rumble strips","Install shoulder rumble strips",5,0.95,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not Specified","Rural",2009,4,"","",12.31,"",0.1231,"no","Before/after using empirical Bayes or full Bayes","MO","","","","","","","","",108,66,"","","","","","",1997,2006,"no","Average Daily Traffic (ADT)",5326,20763,"","","","","","","","","","","","","All","Divided by Median","2011-03-21","The authors collected data on thru lanes and speed limits but did not provide those data in the report (see p. 50). "]
[3443,"NCHRP Report 641: Guidance for the Design and Application of Shoulder and Centerline Rumble Strips","Shoulder treatments","Shoulder rumble strips","Install shoulder rumble strips",-11,1.1100000000000001,"Run off road","All","Not Specified","Rural",2009,4,"","",17.07,"",0.17069999999999999,"no","Before/after using empirical Bayes or full Bayes","MN","","","","","","","","",61,43,"","","","","","",1997,2005,"no","Average Daily Traffic (ADT)",782,10386,"","","","","","","",2,"","","","","All","Undivided","2011-03-21","The authors collected data on thru lanes and speed limits but did not provide those data in the report (see p. 50). "]
[3458,"NCHRP Report 641: Guidance for the Design and Application of Shoulder and Centerline Rumble Strips","Shoulder treatments","Shoulder rumble strips","Install shoulder rumble strips",4,0.96,"All","All","Principal Arterial Other Freeways and Expressways","Urban",2009,3,"","",5.46,"",5.4600000000000003E-2,"no","Regression cross-section","PA","","","","","","","","","","","","","","","","",1997,2006,"no","Average Daily Traffic (ADT)",11254,92757,"","","","","","","","","","","","","All","Divided by Median","2011-03-21","The authors collected data on thru lanes and speed limits but did not provide those data in the report (see p. 50). "]
[3468,"NCHRP Report 641: Guidance for the Design and Application of Shoulder and Centerline Rumble Strips","Shoulder treatments","Shoulder rumble strips","Install shoulder rumble strips",17,0.83,"All","All","Not Specified","Rural",2009,3,"","",115.99,"",1.1598999999999999,"no","Regression cross-section","MO","","","","","","","","","","","","","","","","",1997,2006,"no","Average Daily Traffic (ADT)",861,12776,"","","","","","","",2,"","","","","All","Undivided","2011-03-21","The authors collected data on thru lanes and speed limits but did not provide those data in the report (see p. 50). "]
[3477,"NCHRP Report 641: Guidance for the Design and Application of Shoulder and Centerline Rumble Strips","Shoulder treatments","Shoulder rumble strips","Install shoulder rumble strips",42,0.57999999999999996,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not Specified","Rural",2009,3,"","",16.38,"",0.1638,"no","Regression cross-section","PA","","","","","","","","","","","","","","","","",1997,2006,"no","Average Daily Traffic (ADT)",8267,18753,"","","","","","","","","","","","","All","Divided by Median","2011-03-21","The authors collected data on thru lanes and speed limits but did not provide those data in the report (see p. 50). "]
[3492,"NCHRP Report 641: Guidance for the Design and Application of Shoulder and Centerline Rumble Strips","Shoulder treatments","Shoulder rumble strips","Install shoulder rumble strips",9,0.91,"Run off road","All","Not Specified","Rural",2009,3,"","",103.62,"",1.0362,"no","Regression cross-section","MO","","","","","","","","","","","","","","","","",1997,2006,"no","Average Daily Traffic (ADT)",861,12776,"","","","","","","",2,"","","","","All","Undivided","2011-03-21","The authors collected data on thru lanes and speed limits but did not provide those data in the report (see p. 50). "]
[3511,"NCHRP Report 641: Guidance for the Design and Application of Shoulder and Centerline Rumble Strips","Shoulder treatments","Shoulder rumble strips","Install shoulder rumble strips",-17,1.17,"All","All","Not Specified","Rural",2009,3,"","",13.67,"",0.13669999999999999,"no","Regression cross-section","MN","","","","","","","","","","","","","","","","",1997,2005,"no","Average Daily Traffic (ADT)",4959,31692,"","","","","","","","","","","","","All","Divided by Median","2011-03-21","The authors collected data on thru lanes and speed limits but did not provide those data in the report (see p. 50). "]
[3526,"NCHRP Report 641: Guidance for the Design and Application of Shoulder and Centerline Rumble Strips","Shoulder treatments","Shoulder rumble strips","Install shoulder rumble strips",14,0.86,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not Specified","Rural",2009,3,"","",11.56,"",0.11559999999999999,"no","Regression cross-section","MN,MO,PA","","","","","","","","","","","","","","","","",1997,2006,"no","Average Daily Traffic (ADT)",180,12776,"","","","","","","",2,"","","","","All","Undivided","2011-03-21","The authors collected data on thru lanes and speed limits but did not provide those data in the report (see p. 50). "]
[3538,"NCHRP Report 641: Guidance for the Design and Application of Shoulder and Centerline Rumble Strips","Shoulder treatments","Shoulder rumble strips","Install shoulder rumble strips",26,0.74,"Run off road","All","Not Specified","Rural",2009,3,"","",16.96,"",0.1696,"no","Regression cross-section","MN,MO,PA","","","","","","","","","","","","","","","","",1997,2006,"no","Average Daily Traffic (ADT)",180,12776,"","","","","","","",2,"","","","","All","Undivided","2011-03-21","The authors collected data on thru lanes and speed limits but did not provide those data in the report (see p. 50). "]
[3545,"NCHRP Report 641: Guidance for the Design and Application of Shoulder and Centerline Rumble Strips","Shoulder treatments","Shoulder rumble strips","Install shoulder rumble strips",22,0.78,"Run off road","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other Freeways and Expressways","Rural",2009,3,"","",15.74,"",0.15740000000000001,"no","Regression cross-section","PA","","","","","","","","","","","","","","","","",1997,2006,"no","Average Daily Traffic (ADT)",6777,24752,"","","","","","","","","","","","","All","Divided by Median","2011-03-21","The authors collected data on thru lanes and speed limits but did not provide those data in the report (see p. 50). "]
[3560,"NCHRP Report 641: Guidance for the Design and Application of Shoulder and Centerline Rumble Strips","Shoulder treatments","Shoulder rumble strips","Install shoulder rumble strips",48,0.52,"Run off road","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not Specified","Rural",2009,3,"","",19.57,"",0.19570000000000001,"no","Regression cross-section","PA","","","","","","","","","","","","","","","","",1997,2006,"no","Average Daily Traffic (ADT)",8267,18753,"","","","","","","","","","","","","All","Divided by Median","2011-03-21","The authors collected data on thru lanes and speed limits but did not provide those data in the report (see p. 50). "]
[3579,"NCHRP Report 641: Guidance for the Design and Application of Shoulder and Centerline Rumble Strips","Shoulder treatments","Shoulder rumble strips","Install shoulder rumble strips",18,0.82,"Run off road,Wet road","All","Principal Arterial Other Freeways and Expressways","Rural",2009,5,"","",7.3,"",7.2999999999999995E-2,"no","Before/after using empirical Bayes or full Bayes","MO,PA","","","","","","","","",304,142,"","","","","","",1997,2006,"no","Average Daily Traffic (ADT)",6777,37112,"","","","","","","","","","","","","All","Divided by Median","2011-03-21","The authors collected data on thru lanes and speed limits but did not provide those data in the report (see p. 50). "]
[3594,"NCHRP Report 641: Guidance for the Design and Application of Shoulder and Centerline Rumble Strips","Shoulder treatments","Shoulder rumble strips","Install shoulder rumble strips",15,0.85,"Run off road,Wet road","All","Principal Arterial Other Freeways and Expressways","Rural",2009,3,"","",10.26,"",0.1026,"no","Regression cross-section","MO","","","","","","","","","","","","","","","","",1997,2006,"no","Average Daily Traffic (ADT)",11539,37112,"","","","","","","","","","","","","All","Divided by Median","2011-03-21","The authors collected data on thru lanes and speed limits but did not provide those data in the report (see p. 50). "]
[3608,"NCHRP Report 641: Guidance for the Design and Application of Shoulder and Centerline Rumble Strips","Shoulder treatments","Shoulder rumble strips","Install shoulder rumble strips",18,0.82,"Run off road","All","Principal Arterial Other Freeways and Expressways","Rural",2009,3,"","",10.69,"",0.1069,"no","Regression cross-section","MO","","","","","","","","","","","","","","","","",1997,2006,"no","Average Daily Traffic (ADT)",11539,37112,"","","","","","","","","","","","","Night","Divided by Median","2011-03-21","The authors collected data on thru lanes and speed limits but did not provide those data in the report (see p. 50). "]
[3613,"NCHRP Report 641: Guidance for the Design and Application of Shoulder and Centerline Rumble Strips","Shoulder treatments","Shoulder rumble strips","Install shoulder rumble strips",40,0.6,"Run off road","All","Not Specified","Rural",2009,3,"","",17.190000000000001,"",0.1719,"no","Regression cross-section","PA","","","","","","","","","","","","","","","","",1997,2006,"no","Average Daily Traffic (ADT)",910,10177,"","","","","","","",2,"","","","","Night","Undivided","2011-03-21","The authors collected data on thru lanes and speed limits but did not provide those data in the report (see p. 50). "]
[3628,"NCHRP Report 641: Guidance for the Design and Application of Shoulder and Centerline Rumble Strips","Shoulder treatments","Shoulder rumble strips","Install shoulder rumble strips on roadways with a shoulder width equal to 5 feet",8,0.92,"Run off road","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not Specified","Rural",2009,3,"Roadway with no rumble strips and a shoulder width less than 5 feet","",46.79,"",0.46789999999999998,"no","Regression cross-section","MN","","","","","","","","","","","","","","","","",1997,2005,"no","Average Daily Traffic (ADT)",180,10386,"","","","","","","",2,"","","","","All","Undivided","2011-03-21","The authors collected data on thru lanes and speed limits but did not provide those data in the report (see p. 50). "]
[3647,"NCHRP Report 641: Guidance for the Design and Application of Shoulder and Centerline Rumble Strips","Shoulder treatments","Shoulder rumble strips","Install shoulder rumble strips with an offset of 9-20 inches relative to the edgeline",10,0.9,"Run off road","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other Freeways and Expressways","Rural",2009,3,"","",13.24,"",0.13239999999999999,"no","Regression cross-section","MO,PA","","","","","","","","","","","","","","","","",1997,2006,"no","Average Daily Traffic (ADT)",6777,37112,"","","","","","","","","","","","","All","Divided by Median","2011-03-21","The authors collected data on thru lanes and speed limits but did not provide those data in the report (see p. 50). "]
[3856,"Diverging Diamond Interchange Performance Evaluation (I-44 & Route 13)","Interchange design","None","Convert diamond interchange to Diverging Diamond Interchange (DDI) or Double Crossover Diamond (DCD)",29,0.71,"Rear end","All","Principal Arterial Interstate","Urban",2011,2,"Diamond interchange","","","","","no","Simple before/after","MO","Springfield","","","","","","","",207,29,"","","","","","",2004,2010,"yes","","","","","","","","","","","","Roadway/roadway (interchange ramp terminal)","4-leg","","","All","Divided by Median","2012-06-04","The authors computed the CMF from Figure S-6 (p. 18). Traffic volumes for route 13 are given in Figure TO-1 but not for the ramps (p. 10)."]
[3864,"Effect of Clear Zone Widths on Run-off-road Crash Outcomes","Alignment","None","Change grade from positive or zero to negative",-30,1.3,"Run off road","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not Specified","Rural",2010,3,"road with positive or zero grade","","","","","no","Regression cross-section","notusa","Victoria","","","","","","",217,"","","","","","","","",2003,2007,"no","Annual Average Daily Traffic (AADT)",1200,2400,"","","","","","","","","","","","100 km/h","All","Undivided","2012-06-04",""]
[3936,"A comparative Full Bayesian before-and-after anaylsis and application to urban road safety countermeasures in New Jersey","Roadway","Lane width ","Increase lane width",28,0.72,"All","All","Minor Arterial","Urban",2010,3,"Unknown","","","","","no","Before/after using empirical Bayes or full Bayes","NJ","","","","","","","","",40,23,"","","","","","",2001,2006,"no","Average Daily Traffic (ADT)","","","","","","","","","",2,"","","","<45","All","","2012-06-04",""]
[3937,"A comparative Full Bayesian before-and-after anaylsis and application to urban road safety countermeasures in New Jersey","Roadside","Roadside barriers ","Install guiderail",15,0.85,"All","All","Principal Arterial","Urban",2010,2,"Unknown","","","","","no","Before/after using empirical Bayes or full Bayes","NJ","","","","","","","","",21,17,"","","","","","",2001,2006,"no","Average Daily Traffic (ADT)","","","","","","","","","",2,"","","","<45","All","","2012-06-04",""]
[4010,"Safety and Economic Impacts of Converting Two-way Frontage Roads to One-way: Methodology and Findings","Access management","None","Convert frontage road from two-way operation to one-way operation",57,0.43,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not Specified","Not specified",2011,3,"frontage road with two-way operation","","","","","no","Simple before/after","TX","","","","","","","","",130,54,"","","","","","",1998,2007,"no","Average Daily Traffic (ADT)","","",2996,"","","","","","","","","","","","All","","2012-06-04","This CMF is for total non-PDO crashes from Table 4.9 (p. 53). Therefore, this CMF applies to following crash severities: fatal, incapacitating injury, non-incapacitating injury, and possible injury. The Clearinghouse does not include “possible injury” within its list of crash severities so it cannot be selected. The CMF standard error was computed using the confidence interval given in Table 4.9 (p. 53): (CMF upper limit-CMF lower limit)/(2*1.96). The crash data consisted of records from 1998 to 2007 but excluded records from 2002 (p. 24). The study method was before-after with comparison group. Since this is not available on the list for study methodology, simple before-after was selected. The before and after sample sizes were computed from Table 4-1 as the sum of the before and after crash counts for the first four sites (i.e., the sites with comparison groups) (p. 41). The average ADT for the before and after period for each treatment site is given in Table 4-7 (p. 49); however, the overall average ADT for the treatment group is not provided. To compute the overall average ADT for the treatment group, a weighted average was taken using the treatment site average ADTs and the treatment site before and after period lengths listed in Table 3-4 (p. 36): 44*2200+60*1800+43*1800+60*2200+36*4600+60*5500+36*2600+60*3200/(44+60+43+60+36+60+36+60)=2996"]
[4029,"A Rational Method for Setting All-Red Clearance Intervals","Intersection traffic control","Signal phasing or timing","Adjust All-Red Clearance Interval",20,0.8,"Angle,Head on,Sideswipe","All","Not Specified","Not specified",2011,2,"","","","","","no","Simple before/after","CA","Sacramento County","","","","","","","","","","","","","",118,118,"","","yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","","","","","Not specified","","2012-06-04",""]
[4045,"Road Factors and Bicycle-Motor Vehicle Crashes at Unsignalized Priority Intersections","Bicyclists","None","Installation of raised island with a separate space for cyclists",-43,1.43,"Vehicle/bicycle","All","All","Urban and suburban",2011,2,"Two lane road with no raised median on the priority road","",47.3,"",0.47299999999999998,"no","Regression cross-section","notusa","","","","","","","","","","","","","",332,"","","","","yes","Annual Average Daily Traffic (AADT)","","","","","",7000,"","","","","","","","","All","","2012-06-04",""]
[4077,"Estimation of Safety Effectiveness of Composite Shoulders on Rural Two-Lane Highways","Shoulder treatments","Shoulder type ","Upgrade unpaved or non-existent shoulders to composite shoulders",32.6,0.67400000000000004,"Head on,Run off road,Sideswipe","All","Not Specified","Rural",2012,3,"Unpaved or non-existent shoulders on rural two-lane roads.","",16.3,"",0.16300000000000001,"no","Before/after using empirical Bayes or full Bayes","KS","","","","","","","","",13,12,"","","","","","",2000,2009,"no","Average Daily Traffic (ADT)",380,2340,980,"","","","","","",2,"","","","","All","Undivided","2012-11-01","In this study, the treatment group was found to be not represented well by the reference group with respect to FI crashes and related crashes. Two EB results were combined to make the final estimates: one used separate SPFs for each type of studied crash, and the other one used the same SPF for all crash types, which performed similarly in both the reference and treatment groups. The combined EB resulted in better estimates with lower standard errors."]
[4100,"Cycle-tracks, bicycle lanes & on-street cycling in Montreal: a preliminary comparison of the cyclist injury risk","Bicyclists","None","Install cycle tracks, bike lanes, or on-street cycling",81,0.19,"Vehicle/bicycle","A (serious injury),B (minor injury),C (possible injury)","Not Specified","Urban",2012,2,"Roadways without cycle facilities. This treatment involves the installation of a unidirectional bicycle lane adjacent to traffic.","","","","","no","Non-regression cross-section","notusa","Montreal","","","","","","",91,"","","","","","","","",1999,2008,"no","","","","","","","","","","","1 to 2","","","","","All","","2012-11-01","This treatment involves the installation of a unidirectional bicycle lane adjacent to traffic. The CMF reported applies to both intersection and segment crashes and is the minimum CMF (greatest expected reduction) with respect to all potential combinations of the control group. The maximum CMF with respect to all potential combinations of the control group (including single-site control groups) is 0.18.The average annual daily bicycle volume is 2800 on the treatment segments."]
[4101,"Cycle-tracks, bicycle lanes & on-street cycling in Montreal: a preliminary comparison of the cyclist injury risk","Bicyclists","None","Install cycle tracks, bike lanes, or on-street cycling",94,0.06,"Vehicle/bicycle","A (serious injury),B (minor injury),C (possible injury)","Not Specified","Urban",2012,2,"Roadways without cycle facilities. This treatment involves the installation of a physically-separated, bidirectional cycle track with or without parking between the cycle track and traffic OR the installation of a unidirectional bicycle lane adjacent to traffic.","","","","","no","Non-regression cross-section","notusa","Montreal","","","","","","",51,"","","","","","","","",1999,2008,"no","","","","","","","","","","","1 to 3","","","","","All","","2012-11-01","This treatment involves the installation of a physically-separated, bidirectional cycle track with or without parking between the cycle track and traffic OR the installation of a unidirectional bicycle lane adjacent to traffic.The CMF reported is the minimum CMF (greatest expected reduction) with respect to all potential combinations of the control group. The maximum CMF with respect to all potential combinations of the control group (including single-site control groups) is 0.17.The average annual daily bicycle volume is 2820 on the treatment segments."]
[4120,"The Relative Effectiveness of Pedestrian Safety Countermeasures at Urban Intersections - Lessons from a New York City Experience","Intersection traffic control","Signal phasing or timing","Provide split phases",56,0.44,"Angle,Head on,Left turn,Rear end,Rear to rear,Right turn,Sideswipe","All","Not Specified","Urban",2012,2,"The regular two phases of a traffic cycle are split into three phases. Pedestrians receive a \"walk\" display while the parallel traffic that would normally turn left or right through the crosswalk is held with a left or right red arrow and the through movement proceeds on a green signal. After the pedestrian crossing is completed, a red \"steady hand\" is displayed and the turns are then made on a green arrow signal while the through movement continues to move.","","","","","no","Simple before/after","NY","New York City","","","","","","","",590,103,"","","","","","",1998,2008,"yes","","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Signalized","","All","All","2012-11-01","The major roadway operates as one-way traffic flow. The corresponding change in crashes in the comparison group was a 44 percent reduction in multiple-vehicle crashes. This could be used to adjust the treatment effect to account for other factors not related to the treatment."]
[4135,"Safety Evaluation of an Automated Section Speed Enforcement System","Advanced technology and ITS","None","Install automated section speed enforcement system",38,0.62,"Not specified","All","Principal Arterial Other Freeways and Expressways","Not specified",2012,4,"No automated section speed enforcement system","",5,"",0.05,"no","Before/after using empirical Bayes or full Bayes","notusa","","","","","","","","",947,219,"","","","","","",2001,2009,"no","Annual Average Daily Traffic (AADT)",23000,42000,"","","","","","","",6,"","","","130 km/h","All","Divided by Median","2012-11-01",""]
[4148,"Left-turn Phase: Permissive, Protected, or Both?","Intersection traffic control","Signal phasing or timing","Change permissive left-turn phasing to protected/permissive",32,0.68,"Angle,Head on,Left turn,Rear end,Rear to rear,Right turn,Sideswipe","All","Not Specified","Urban",2012,2,"Treatment group includes intersections where signal phases were changed from permissive to protected/permissive.","","","","","no","Simple before/after","NY","New York City","","","","","","","",1553,388,"","","","","","",1995,2009,"yes","","","","","","","","","","","1 to 5","Roadway/roadway (not interchange related)","3-leg,4-leg,More than 4 legs","Signalized","","All","","2012-11-01","The corresponding change in crashes in the comparison group was a 37 percent reduction in multiple-vehicle crashes. This could be used to adjust the treatment effect to account for other factors not related to the treatment."]
[4168,"Evaluation of Safety Strategies at Signalized Intersections","Intersection traffic control","Signal phasing or timing","Changing left turn phasing on more than one approach from permissive to protected-permissive",4.2,0.95799999999999996,"All","All","Not Specified","Urban",2011,4,"Permissive only left turn phasing on all treated approaches","",3.6,"",3.5999999999999997E-2,"no","Before/after using empirical Bayes or full Bayes","notusa,NC","Toronto & North Carolina","","","","","","","",1653,2522,"","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","",4857,74990,31537,1466,42723,16292,"","Roadway/roadway (not interchange related)","4-leg","Signalized","","Not specified","","2012-12-06",""]
[4183,"Safety Effects of Restricting the Speed Limit from 90 to 70 km/h","Speed management","None","Lower posted speed from 90 km/h to 70 km/h",36,0.64,"Non-intersection","K (fatal),A (serious injury)","All","Urban",2012,3,"Speed limit of 90 km/h","",11,"",0.11,"no","Meta-analysis","notusa","","","","","","","","","","","","","","","","",1996,2007,"no","","","","","","","","","","","2 to 3","","","","70 km/h","All","","2012-11-01","Did not include traffic volume.  Did not explicitly address the possible bias due to regression to the mean."]
[4188,"Safety Effectiveness of Converting Signalized Intersections to Roundabouts","Intersection geometry","Intersection geometry reconfiguration ","Convert signalized intersection to modern roundabout",-15,1.1499999999999999,"All","All","Not Specified","Urban",2012,4,"Signalized intersection","",9,"",0.09,"no","Before/after using empirical Bayes or full Bayes","CO,FL,IN,MD,MI,NY,NC,SC,VT,WA","","","",13,"","","","","","","","","","","","",2000,2009,"yes","Annual Average Daily Traffic (AADT)","","","",5300,52500,"","","","","1 to 2","Roadway/roadway (not interchange related)","3-leg,4-leg","Roundabout","15-35 mph","All","","2012-11-01","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[4203,"Evaluation of Safety Strategies at Signalized Intersections","Intersection traffic control","Signal phasing or timing","Increase yellow interval and add all red interval",1,0.99,"All","All","Not Specified","Urban",2011,3,"Signalized intersection with yellow interval and no all red interval. The average increases in the yellow and all red times were 0.8 seconds (minimum of 0.5 seconds and maximum of 1.6 seconds) and 1.2 seconds (minimum of 1.0 second and maximum of 2.0 seconds), respectively.","",14.6,"",0.14599999999999999,"no","Before/after using empirical Bayes or full Bayes","CA,MD","San Diego, San Francisco, Howard County, and Montgomery County","","",11,"","","","","","","","","","","","",1992,2002,"yes","Annual Average Daily Traffic (AADT)","","","",5950,31600,17417,2650,20225,8484,"","Roadway/roadway (not interchange related)","3-leg,4-leg","Signalized","","All","","2012-12-06","Assumed 2 crashes per site in both the before and after periods to estimate sample size."]
[4218,"Evaluation of Safety Strategies at Signalized Intersections","Intersection traffic control","Signal phasing or timing","Increase total change interval (remains less than ITE recommended practice)",16,0.84,"Angle","All","Not Specified","Urban",2011,3,"Signalized intersection with total change interval less than the ITE recommended practice. Most of the sites did not have an all red interval before treatment. The average increase was 0.9 seconds (minimum was 0 seconds and the maximum was 1.5 seconds).","",19.5,"",0.19500000000000001,"no","Before/after using empirical Bayes or full Bayes","CA,MD","San Diego, San Francisco, Howard County, and Montgomery County","","",12,"","","","","","","","","","","","",1992,2002,"yes","Annual Average Daily Traffic (AADT)","","","",5950,31600,17417,2650,20225,8484,"","Roadway/roadway (not interchange related)","3-leg,4-leg","Signalized","","All","","2012-12-06","Assumed 2 crashes per site for both the before and after periods to estimate sample size."]
[4238,"Developing Crash Modification Factors for Interchange Influence Areas on Urban Four-Lane Freeways Using Multivariate Adaptive Regression Splines","Shoulder treatments","Shoulder width ","Increase inside paved shoulder width from 4ft to 10ft (outside paved shoulder width = 8ft)",22.4,0.77600000000000002,"All","All","Principal Arterial Other Freeways and Expressways","Urban",2012,3,"4-ft paved inside shoulder and 8-ft paved outside shoulder within interchange influence area","",10,"",0.1,"no","Regression cross-section","FL","","","","","","","",12078,"","","","","","","","",2005,2008,"no","Annual Average Daily Traffic (AADT)","","","","","","","","","",4,"","","","","Not specified","Divided by Median","2012-11-01","Applies only to interchange influence areas. Countermeasure name changed in Jan 2014 to be more consistent with other CMFs from same study."]
[4255,"Evaluation of Safety Strategies at Signalized Intersections","Intersection geometry","Intersection geometry reconfiguration ","Convert signalized intersection to modern roundabout",71.2,0.28799999999999998,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Urban and suburban",2011,4,"Signalized intersection","",6.5,"",6.5000000000000002E-2,"no","Before/after using empirical Bayes or full Bayes","CO,FL,IN,MD,MI,NY,NC,SC,VT,WA","","","",16,"","","","","","","","","","","","",1999,2009,"yes","Annual Average Daily Traffic (AADT)","","","",5322,43123,18529,"","","",2,"Roadway/roadway (not interchange related)","3-leg,4-leg","Roundabout","","Not specified","","2012-12-06","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[4260,"Evaluation of Safety Strategies at Signalized Intersections","Intersection geometry","Intersection geometry reconfiguration ","Convert signalized intersection to modern roundabout",-15,1.1499999999999999,"All","All","Not specified","Urban",2011,3,"Signalized intersection","",9.3000000000000007,"",9.2999999999999999E-2,"no","Before/after using empirical Bayes or full Bayes","CO,FL,IN,MD,MI,NY,NC,SC,VT,WA","","","",13,"","","","","","","","","","","","",1999,2009,"yes","Annual Average Daily Traffic (AADT)","","","",5322,43123,18529,"","","","1 to 2","Roadway/roadway (not interchange related)","3-leg,4-leg","Roundabout","","Not specified","","2012-12-06","Countermeasure name has been slightly modified for consistency across Clearinghouse"]
[4275,"Effectiveness of Red Light Cameras-Texas Statewide Evaluation","Advanced technology and ITS","None","Install red-light cameras",-106,2.06,"Rear end","All","All","All",2011,2,"No RLR enforcement camera","",45,"",0.45,"no","Simple before/after","TX","","","","","","","","","","","","","","","","","","","yes","","","","","","","","","","","","Roadway/roadway (not interchange related)","No values chosen.","Signalized","","All","All","2012-12-06","CMF applies only to red-light-related, rear-end crashes at intersections in the study that had three years before and three years after crash data."]
[4298,"Effectiveness of Red Light Cameras-Texas Statewide Evaluation","Advanced technology and ITS","None","Install red-light cameras",19,0.81,"Other","All","Principal Arterial Other","All",2011,1,"No RLR enforcement camera","",24,"",0.24,"no","Simple before/after","TX","","","","","","","","","","","","","","","","","","","yes","","","","","","","","","","","","Roadway/roadway (not interchange related)","No values chosen.","Signalized","","All","All","2012-12-06","CMF applies only to red-light-related, non-rear-end, non-right-angle crashes at business and primary road intersections."]
[4312,"Safety Evaluation of the Safety Edge Treatment","Shoulder treatments","Other","Install safety edge treatment",5.6740000000000004,0.94299999999999995,"All","All","Principal Arterial Other","Rural",2011,4,"Rural highways prior to resurfacing and installation of safety edge treatment","",5.7370000000000001,"",5.7000000000000002E-2,"no","Before/after using empirical Bayes or full Bayes","GA,IN","","","","","",1144,1144,"","","","","","","","","",1999,2008,"no","Annual Average Daily Traffic (AADT)",310,18697,"","","","","","","",2,"","","","","All","","2012-12-06","Unpaved & paved shoulder study sites"]
[4334,"Safety Evaluation of the Safety Edge Treatment","Shoulder treatments","Other","Install safety edge treatment",-12.894,1.129,"All","O (property damage only)","Principal Arterial Other","Rural",2011,4,"Rural highways prior to resurfacing and installation of safety edge treatment","",16.530999999999999,"",0.16500000000000001,"no","Before/after using empirical Bayes or full Bayes","IN","","","","","",514,514,"","","","","","","","","",1999,2008,"no","Annual Average Daily Traffic (AADT)",376,14662,"","","","","","","",2,"","","","","All","","2012-12-06","Unpaved & paved shoulder study sites"]
[4339,"Safety Evaluation of the Safety Edge Treatment","Shoulder treatments","Other","Install safety edge treatment",9.08,0.90900000000000003,"Run off road","All","Principal Arterial Other","Rural",2011,4,"Rural highways prior to resurfacing and installation of safety edge treatment","",8.6519999999999992,"",8.6999999999999994E-2,"no","Before/after using empirical Bayes or full Bayes","GA","","","","","",348,348,"","","","","","","","","",1999,2008,"no","Annual Average Daily Traffic (AADT)",310,15000,"","","","","","","",2,"","","","","All","","2012-12-06","Unpaved shoulder study sites"]
[4363,"Safety Evaluation of the Safety Edge Treatment","Shoulder treatments","Other","Install safety edge treatment",-20.036999999999999,1.2,"Run off road","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other","Rural",2011,3,"Rural highways prior to resurfacing and installation of safety edge treatment","",17.137,"",0.17100000000000001,"no","Before/after using empirical Bayes or full Bayes","GA,IN","","","","","",714,714,"","","","","","","","","",1999,2008,"no","Annual Average Daily Traffic (AADT)",310,15000,"","","","","","","",2,"","","","","All","","2012-12-06","Unpaved shoulder study sites"]
[4382,"Safety Evaluation of the Safety Edge Treatment","Shoulder treatments","Other","Install safety edge treatment",10.292999999999999,0.89700000000000002,"Other","All","Principal Arterial Other","Rural",2011,3,"Rural highways prior to resurfacing and installation of safety edge treatment","",9.4049999999999994,"",9.4E-2,"no","Before/after using empirical Bayes or full Bayes","GA","","","","","",282,282,"","","","","","","","","",1999,2008,"no","Annual Average Daily Traffic (AADT)",397,18697,"","","","","","","",2,"","","","","All","","2012-12-06","For drop-off-related crashesPaved shoulder study sites"]
[4394,"Safety Evaluation of the Safety Edge Treatment","Shoulder treatments","Other","Install safety edge treatment",42.488,0.57499999999999996,"Other","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other","Rural",2011,3,"Rural highways prior to resurfacing and installation of safety edge treatment","",22.855,"",0.22900000000000001,"no","Before/after using empirical Bayes or full Bayes","IN","","","","","",148,148,"","","","","","","","","",1999,2008,"no","Annual Average Daily Traffic (AADT)",1170,14662,"","","","","","","",2,"","","","","All","","2012-12-06","For drop-off-related crashesPaved shoulder study sites"]
[4528,"Crash Reduction Factors for Traffic Engineering and ITS Improvements","Access management","None","10-ft to 30-ft conversion (median width)",26,0.74,"Cross median","Not specified","Not specified","Rural",2008,5,"10-ft wide traversable median","",4,"",0.04,"yes","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","Annual Average Daily Traffic (AADT)",2400,119000,"","","","","","","",4,"","","","","","Divided by Median","2009-12-01","Full access control"]
[4533,"Crash Reduction Factors for Traffic Engineering and ITS Improvements","Access management","None","10-ft to 40-ft converstion (median width)",37,0.63,"Cross median","Not specified","Not specified","Rural",2008,5,"10-ft wide traversable median","",5,"",0.05,"yes","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","Annual Average Daily Traffic (AADT)",2400,119000,"","","","","","","",4,"","","","","","Divided by Median","2009-12-01","Full access control"]
[4549,"Crash Reduction Factors for Traffic Engineering and ITS Improvements","Access management","None","10-ft to 70-ft conversion (median width)",60,0.4,"Cross median","Not specified","Not specified","Rural",2008,5,"10-ft wide traversable median","",7,"",7.0000000000000007E-2,"yes","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","Annual Average Daily Traffic (AADT)",2400,119000,"","","","","","","",4,"","","","","","Divided by Median","2009-12-01","Full access control"]
[4564,"Crash Reduction Factors for Traffic Engineering and ITS Improvements","Access management","None","10-ft to 100-ft conversion (median width)",75,0.25,"Cross median","Not specified","Not specified","Rural",2008,5,"10-ft wide traversable median","",6,"",0.06,"yes","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","Annual Average Daily Traffic (AADT)",2400,119000,"","","","","","","",4,"","","","","","Divided by Median","2009-12-01","Full access control"]
[4583,"Highway Safety Manual, 1st Edition","Advanced technology and ITS","None","Implement automated speed enforcement cameras",17,0.83,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","All","All",2010,5,"No automated speed enforcement","",1,"",0.01,"yes","Before/after using empirical Bayes or full Bayes","","","","","","","","","","","","","","","","","","","","no","Annual Average Daily Traffic (AADT)","","","","","","","","","","","","","","","","","",""]
[4602,"Highway Safety Manual, 1st Edition","Shoulder treatments","Shoulder type ","Convert paved shoulder to turf shoulder (maintain 6 ft width)",-8,1.08,"Head on,Run off road,Sideswipe,Single vehicle","Not specified","Minor Arterial","Rural",2010,"Cannot be rated (HSM)","Paved shoulder (HSM notes that to determine the CMF for changing the shoulder type, divide the \"new\" condition CMF by the \"existing\" condition CMF.","","","","","degree","","No state(s) chosen.","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","","HSM 1st Ed, Table 13-9"]
[4617,"Accident Modification Factors for Traffic Engineering and ITS Improvements","Roadside","Clear zone ","Flatten sideslope from 1V:4H to 1V:5H",3,0.97,"All","Not specified","Minor Arterial","Rural",2008,"Cannot be rated (HSM)","","","","","","degree","Expert panel","No state(s) chosen.","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01","HSM 1st Ed, Table 13-18"]
[4622,"Accident Modification Factors for Traffic Engineering and ITS Improvements","Roadside","Clear zone ","Flatten sideslope from 1V:6H to 1V:7H",5,0.95,"All","Not specified","Minor Arterial","Rural",2008,"Cannot be rated (HSM)","","","","","","degree","Expert panel","No state(s) chosen.","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01","HSM 1st Ed, Table 13-18"]
[4638,"Accident Modification Factors for Traffic Engineering and ITS Improvements","Roadside","Clear zone ","Convert sideslope from 1V:7H to 1V:6H",-5,1.05,"All","Not specified","Principal Arterial Other","Rural",2008,"Cannot be rated (HSM)","","","","","","degree","Expert panel","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","Multilane","","","","","","Undivided","2009-12-01","HSM 1st Ed, Table 13-20"]
[4654,"Prediction of the Expected Safety Performance of Rural Two-Lane Highways","Roadway","Other","Provide passing lane or climbing lane",25,0.75,"All","All","Minor Arterial","Rural",2000,"Cannot be rated (HSM)","Two-lane rural road","","","","","degree","Expert panel","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01","HSM 1st Ed, Table 16-7"]
[4674,"Safety Evaluation of Geometric Design Criteria for Entrance-Exit Ramp Spacing and Auxiliary Lane Use","Access management","None","Decrease freeway ramp spacing from infinity to S (ft) with/without auxiliary lane",{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/1CRF.jpg\")","v":"http://www.cmfclearinghouse.org/functionimages/1CRF.jpg"},{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/1CMF.jpg\")","v":"http://www.cmfclearinghouse.org/functionimages/1CMF.jpg"},"Not specified","All","Principal Arterial Interstate","Not specified",2012,4,"Ramp spacing approaching infinity, which represents a basic freeway segment with no ramps.","","","","","no","Regression cross-section","CA,WA","","","","","","","","","","","","","",1212,"","",2006,2008,"no","Average Daily Traffic (ADT)",-1,"153,500","43,158","","","","","","","Var.","","","","Var.","Not specified","Divided by Median","2013-05-01","- CMF is function of ramp spacing (S) in ft. and existence of auxiliary lane (Auxln = 0 or 1)- See Studay possible bias for limitations."]
[4699,"A Statistical Analysis and Development of a Crash Prediction Model for Roundabouts on High-Speed Rural Roadways","Intersection geometry","Intersection geometry reconfiguration ","Convert high-speed rural intersection (4 leg) to roundabout",74,0.26,"All","All","Not specified","Rural",2012,4,"4 leg intersection","","","","","no","Before/after using empirical Bayes or full Bayes","KS,MD,MN,OR,WA,WI","","","","","","","","","","","","","","",83,83,"","","yes","Annual Average Daily Traffic (AADT)","","","","","",14000,"","",5600,1,"Roadway/roadway (not interchange related)","4-leg","Roundabout","40-65 mph","","","2013-05-01",""]
[4704,"A Statistical Analysis and Development of a Crash Prediction Model for Roundabouts on High-Speed Rural Roadways","Intersection geometry","Intersection geometry reconfiguration ","Convert high-speed rural intersection (3 leg) to roundabout",72,0.28000000000000003,"All","A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2012,3,"3 leg intersection","","","","","no","Before/after using empirical Bayes or full Bayes","KS,OR","","","","","","","","","","","","","","",10,10,"","","yes","Annual Average Daily Traffic (AADT)","","","","","",14000,"","",5600,1,"Roadway/roadway (not interchange related)","3-leg","Roundabout","45-65 mph","","","2013-05-01",""]
[4719,"Safety and Operational Analysis of 4-lane to 3-lane Conversions (Road Diets) in Michigan","Roadway","Number of lanes ","Road diet (Convert 4-lane undivided road to 2-lanes plus turning lane) - commercial areas",-5,1.05,"All","All","Not specified","",2012,3,"4 lane road","","","","","no","Simple before/after","MI","","","","","","","","","","","","","","","","",1995,2010,"no","Average Daily Traffic (ADT)",3510,17020,10652,"","","","","","","3 to 4","","","","","","","2013-05-01","For commercial areas."]
[4741,"Safety effects of wider edge lines on rural, two-lane highways","Delineation","Visibility of existing markings ","Install wider edgelines (4 in to 6 in)",41.5,0.58499999999999996,"Day time","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2012,4,"4 in wide edgelines","",6.6,"",6.6000000000000003E-2,"no","Before/after using empirical Bayes or full Bayes","KS","","","","","",1178,1178,"","","","","","","","","",2001,2007,"no","","","","","","","","","","",2,"","","","","Day","","2013-05-01","Crash type also excludes intersection/interchange crashes."]
[4752,"Safety effects of wider edge lines on rural, two-lane highways","Delineation","Visibility of existing markings ","Install wider edgelines (4 in to 5 in)",23.9,0.76100000000000001,"All","O (property damage only)","Not specified","Rural",2012,3,"Compares 4 in to 5 in wide edgelines","",6.3,"",6.3E-2,"no","Regression cross-section","IL","","","","","","","","","","",10398,"","","","","",2001,2006,"no","","","","","","","","","","",2,"","","","","All","","2013-05-01","Crash type also excludes intersection/interchange crashes, winter month crashes, and animal crashes."]
[4769,"Benefit/Cost Evaluation of MoDOT's Total Striping and Delineation Program: Phase II","Delineation","Visibility of existing markings ","Install wider markings with resurfacing",4,0.96,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other Freeways and Expressways","Urban",2011,4,"","",1.9,"",1.9E-2,"no","Before/after using empirical Bayes or full Bayes","MO","","","","","","","","",3332,3399,"","","","","","",2002,2009,"no","Average Daily Traffic (ADT)","","",36000,"","","","","","","multi","","","","","All","Divided by Median","2013-05-01",""]
[4792,"Benefit/Cost Evaluation of MoDOT's Total Striping and Delineation Program: Phase II","Delineation","Visibility of existing markings ","Install wider markings WITHOUT resurfacing",22,0.78,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other Freeways and Expressways","Rural",2011,4,"","",8.1,"",8.1000000000000003E-2,"no","Before/after using empirical Bayes or full Bayes","MO","","","","","","","","",120,98,"","","","","","",2002,2009,"no","Average Daily Traffic (ADT)","","",15000,"","","","","","","multi","","","","","All","Divided by Median","2013-05-01",""]
[4795,"Safety effects of wider edge lines on rural, two-lane highways","Delineation","Visibility of existing markings ","Install wider edgelines (4 in to 6 in)",19.399999999999999,0.80600000000000005,"All","All","Not specified","Rural",2012,3,"4 in wide edgelines","",4.5,"",4.4999999999999998E-2,"no","Time series","MI","","","","","","","","","","",6302,"","","","","",2001,2009,"no","","","","","","","","","","",2,"","","","","All","","2013-05-01","Crash type also excludes intersection/interchange crashes and winter month crashes."]
[4810,"Efficacies of roadway safety improvements across functional subclasses of rural two-lane highways","Roadway","Lane width ","Change lane width from X to Y (in feet)",{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/Labi-CRF-LW3.bmp\")","v":"http://www.cmfclearinghouse.org/functionimages/Labi-CRF-LW3.bmp"},{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/Labi-CMF-LW3.bmp\")","v":"http://www.cmfclearinghouse.org/functionimages/Labi-CMF-LW3.bmp"},"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Major Collector","Rural",2011,2,"Rural two-lane highway with lane width X (in feet)","","","","","no","Regression cross-section","IN","","","","","","","","","","","","","",2160,"","",1997,2000,"no","","","","","","","","","","",2,"","","","","All","Undivided","2013-05-01","There is no indication of statistical significance in the paper. As such, the star rating does not reflect the level of significance. Also, there is no indication of sample size in terms of number of crashes. The star rating reflects a moderate sample based on the number of site-years."]
[4823,"Efficacies of roadway safety improvements across functional subclasses of rural two-lane highways","Shoulder treatments","Shoulder width ","Change shoulder width from X to Y (in feet)",{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/Labi-CRF-SW7.bmp\")","v":"http://www.cmfclearinghouse.org/functionimages/Labi-CRF-SW7.bmp"},{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/Labi-CMF-SW7.bmp\")","v":"http://www.cmfclearinghouse.org/functionimages/Labi-CMF-SW7.bmp"},"All","A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other","Rural",2011,2,"Rural two-lane highway with shoulder width X (in feet)","","","","","no","Regression cross-section","IN","","","","","","","","","","","","","",2160,"","",1997,2000,"no","","","","","","","","","","",2,"","","","","All","Undivided","2013-05-01","There is no indication of statistical significance in the paper. As such, the star rating does not reflect the level of significance. Also, there is no indication of sample size in terms of number of crashes. The star rating reflects a moderate sample based on the number of site-years."]
[4843,"Efficacies of roadway safety improvements across functional subclasses of rural two-lane highways","Alignment","None","Change in average horizontal curve radius from X to Y (in miles)",{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/Labi-CRF-HA9.bmp\")","v":"http://www.cmfclearinghouse.org/functionimages/Labi-CRF-HA9.bmp"},{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/Labi-CMF-HA9.bmp\")","v":"http://www.cmfclearinghouse.org/functionimages/Labi-CMF-HA9.bmp"},"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other","Rural",2011,2,"average horizontal curve radius X (in miles)","","","","","no","Regression cross-section","IN","","","","","","","","","","","","","",2160,"","",1997,2000,"no","","","","","","","","","","",2,"","","","","All","Undivided","2013-05-01","There is no indication of statistical significance in the paper. As such, the star rating does not reflect the level of significance. Also, there is no indication of sample size in terms of number of crashes. The star rating reflects a moderate sample based on the number of site-years."]
[4862,"Evaluating Performance And Making Best Use of Passing Relief Lanes","Roadway","Number of lanes ","Installation of passing relief lane",9,0.91,"Nighttime","All","Principal Arterial Other","Rural",2012,2,"","",20.399999999999999,"",0.20399999999999999,"no","Regression cross-section","MI","",331,"","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","",55,"All","Undivided","2013-05-01",""]
[4893,"Safety Evaluation of Converting Traffic Signals from Incandescent to LED Bulbs","Intersection traffic control","Other","Replace Incandescent Traffic Signal Bulbs with Light Emitting Diodes (LEDs)",-10.5,1.105,"Rear end","All","Not specified","Urban",2013,3,"Signal heads at signalized intersections had incandescent bulbs","",8.4,"",8.4000000000000005E-2,"no","Before/after using empirical Bayes or full Bayes","NC","Charlotte","","","","","","","",260,236,"","","","","","",2005,2010,"yes","Annual Average Daily Traffic (AADT)","","","","","","25628 (Total)","","","25628 (Total)","","Roadway/roadway (not interchange related)","3-leg","Signalized","","All","All","2013-08-01",""]
[4894,"Safety Evaluation of Converting Traffic Signals from Incandescent to LED Bulbs","Intersection traffic control","Other","Replace Incandescent Traffic Signal Bulbs with Light Emitting Diodes (LEDs)",-10.9,1.109,"Nighttime","All","Not specified","Urban",2013,3,"Signal heads at signalized intersections had incandescent bulbs","",10.6,"",0.106,"no","Before/after using empirical Bayes or full Bayes","NC","Charlotte","","","","","","","",173,134,"","","","","","",2005,2010,"yes","Annual Average Daily Traffic (AADT)","","","","","","25628 (Total)","","","25628 (Total)","","Roadway/roadway (not interchange related)","3-leg","Signalized","","Night","All","2013-08-01",""]
[4909,"Evaluation of the Safety Effectiveness of \"Vehicle Entering When Flashing\" Signs and Actuated Flashers at 74 Stop-Controlled Intersections in North Carolina","Signs","None","Install a \"Vehicles Entering When Flashing\" (VEWF) system (overhead signs at intersection on major and loops on minor)",39,0.61,"All","K (fatal),A (serious injury)","Not specified","All",2013,3,"stop-controlled","",23.6,"",0.23599999999999999,"no","Before/after using empirical Bayes or full Bayes","NC","","","","","","","","","",10,"","","","","","",1996,2010,"yes","Annual Average Daily Traffic (AADT)","","","",3000,30000,"","","","",2,"Roadway/roadway (not interchange related)","4-leg","Stop-controlled","45-55 mph","","","2013-08-01","A linear assumption was used to account for changes in traffic volume at the treatment sites (instead of SPFs)."]
[4929,"Evaluation of Roundabout Safety","Intersection geometry","Intersection geometry reconfiguration ","Conversion of no control/yield intersection into single- or multi-lane roundabout",100,0,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","All",2013,3,"The intersection was operating under no control or yield control.","",0,"",0,"no","Before/after using empirical Bayes or full Bayes","WI","Statewide","","","","","","","",3,0,"","","","","","",1994,2010,"yes","Annual Average Daily Traffic (AADT)","","","","4100 (total entering)","48100 (total entering)","","","","","2020-02-04","Roadway/roadway (not interchange related)","3-leg,4-leg","Other","","All","All","2013-08-01","- Study included three-year before and after crash data for each site.- \"Traffic Control\" field is \"Uncontrolled,Yield sign\".- Reported traffic volume is total entering volume."]
[4944,"Safety Effects of Horizontal Curve and Grade Combinations on Rural Two-Lane Highways","Alignment","None","Safety effects of horizontal curves and tangents at type 1 sag vertical curves – function for horizontal curves",{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/13-3056 CRF 3-1 FI.png\")","v":"http://www.cmfclearinghouse.org/functionimages/13-3056 CRF 3-1 FI.png"},{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/13-3056 CMF 3-1 FI.png\")","v":"http://www.cmfclearinghouse.org/functionimages/13-3056 CMF 3-1 FI.png"},"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2014,3,"Level tangents","","","","","no","Regression cross-section","WA","","","","","","","","","","",5340,"","","","","",2003,2008,"no","Annual Average Daily Traffic (AADT)",169,19373,3074,"","","","","","",2,"","","","","All","","2013-08-01",""]
[4963,"Safety Effectiveness of Various Types of Shoulders on Rural Two-Lane Roads in Winter and Non-Winter Periods","Shoulder treatments","Shoulder type ","Convert a 2 ft. turf shoulder to a 10 ft. paved shoulder (Portland cement concrete)",52,0.48,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2013,3,"2 ft. turf shoulder.","",7.4,"",7.3999999999999996E-2,"no","Regression cross-section","KS","","","","","","","",101,"","","","","","","","",2003,2007,"no","Annual Average Daily Traffic (AADT)","","",4657,"","","","","","",2,"","","","","Not specified","","2013-08-01","CMF represents non-winter period crashes only.  Study assumes a 6 month non-winter period from April 16 through October 15.CMF is significant at the 0.05 level."]
[4978,"Safety Effectiveness of Various Types of Shoulders on Rural Two-Lane Roads in Winter and Non-Winter Periods","Shoulder treatments","Shoulder type ","Convert a 2 ft. turf shoulder to a 10 ft. composite shoulder (first 3 ft. bituminous with remainder aggregate)",15,0.85,"All","All","Not specified","Rural",2013,3,"2 ft. paved shoulder","",4.3,"",4.2999999999999997E-2,"no","Regression cross-section","KS","","","","","","","",1442,"","","","","","","","",2003,2007,"no","Annual Average Daily Traffic (AADT)","","",3352,"","","","","","",2,"","","","","Not specified","","2013-08-01","CMF represents non-winter period crashes only.  Study assumes a 6 month non-winter period from April 16 through October 15.CMF is significant at the 0.05 level."]
[4981,"Safety Effectiveness of Various Types of Shoulders on Rural Two-Lane Roads in Winter and Non-Winter Periods","Shoulder treatments","Shoulder type ","Convert a 2 ft. turf shoulder to a 10 ft. composite shoulder (first 3 ft. bituminous with remainder aggregate)",39,0.61,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2013,3,"2 ft. paved shoulder","",6.1,"",6.0999999999999999E-2,"no","Regression cross-section","KS","","","","","","","",286,"","","","","","","","",2003,2007,"no","Annual Average Daily Traffic (AADT)","","",3352,"","","","","","",2,"","","","","Not specified","","2013-08-01","CMF represents non-winter period crashes only.  Study assumes a 6 month non-winter period from April 16 through October 15.CMF is significant at the 0.05 level."]
[4997,"Safety Effectiveness of Various Types of Shoulders on Rural Two-Lane Roads in Winter and Non-Winter Periods","Shoulder treatments","Shoulder type ","Convert a 2 ft. turf shoulder to an 8 ft. composite shoulder (first 3 ft. bituminous with remainder turf)",7,0.93,"All","All","Not specified","Rural",2013,3,"2 ft. shoulder","",4.8,"",4.8000000000000001E-2,"no","Regression cross-section","KS","","","","","","","",1313,"","","","","","","","",2003,2007,"no","Annual Average Daily Traffic (AADT)","","",1822,"","","","","","",2,"","","","","Not specified","","2013-08-01","CMF is not significant at the 0.05 level."]
[5012,"Safety Effectiveness of Various Types of Shoulders on Rural Two-Lane Roads in Winter and Non-Winter Periods","Shoulder treatments","Shoulder type ","Convert a 2 ft. turf shoulder to a 6 ft. composite shoulder (first 3 ft. bituminous with remainder turf)",42,0.57999999999999996,"Other","All","Not specified","Rural",2013,3,"2 ft. turf shoulder","",8.9,"",8.8999999999999996E-2,"no","Regression cross-section","KS","","","","","","","",80,"","","","","","","","",2003,2007,"no","Annual Average Daily Traffic (AADT)","","",993,"","","","","","",2,"","","","","Not specified","","2013-08-01","Crash type: shoulder-related.CMF is significant at the 0.05 level."]
[5031,"Safety Effectiveness of Various Types of Shoulders on Rural Two-Lane Roads in Winter and Non-Winter Periods","Shoulder treatments","Shoulder type ","Convert a 2 ft. turf shoulder to a 3 ft. turf shoulder",4,0.96,"All","All","Not specified","Rural",2013,3,"2 ft. turf shoulder.","",4.8,"",4.8000000000000001E-2,"no","Regression cross-section","KS","","","","","","","",1073,"","","","","","","","",2003,2007,"no","Annual Average Daily Traffic (AADT)","","",1135,"","","","","","",2,"","","","","Not specified","","2013-08-01","CMF represents winter period crashes only.  Study assumes a 6 month winter period from October 16 through April 15.CMF is not significant at the 0.05 level."]
[5046,"Before-and-after safety study of roadways Where new medians have been added","Access management","None","Provide a raised median",70.8,0.29199999999999998,"Head on","A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other","Urban and suburban",2012,2,"Two-way left-turn lane","",19.399999999999999,"",0.19400000000000001,"no","Simple before/after","FL","","","","","","","","",10,3,"","","","","","",2003,2010,"no","Annual Average Daily Traffic (AADT)",10500,57000,"","","","","","","","2006-02-04","","","","","All","Divided by TWLTL","2013-08-01",""]
[5055,"Before-and-after safety study of roadways Where new medians have been added","Access management","None","Provide a raised median",36,0.64,"Angle","A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other","Urban and suburban",2012,3,"Two-way left-turn lane","",7,"",7.0000000000000007E-2,"no","Simple before/after","FL","","","","","","","","",216,142,"","","","","","",2003,2010,"no","Annual Average Daily Traffic (AADT)",10500,57000,"","","","","","","","2006-02-04","","","","","All","Divided by TWLTL","2013-08-01",""]
[5065,"Before-and-after safety study of roadways Where new medians have been added","Access management","None","Provide a raised median",7.5,0.92500000000000004,"Right turn","A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other","Urban and suburban",2012,1,"Two-way left-turn lane","",29.8,"",0.29799999999999999,"no","Simple before/after","FL","","","","","","","","",20,19,"","","","","","",2003,2010,"no","Annual Average Daily Traffic (AADT)",10500,57000,"","","","","","","","2006-02-04","","","","","All","Divided by TWLTL","2013-08-01",""]
[5080,"Before-and-after safety study of roadways Where new medians have been added","Access management","None","Provide a raised median",2.7,0.97299999999999998,"Vehicle/bicycle","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other","Urban and suburban",2012,2,"Two-way left-turn lane","",20,"",0.2,"no","Simple before/after","FL","","","","","","","","",48,48,"","","","","","",2003,2010,"no","Annual Average Daily Traffic (AADT)",10500,57000,"","","","","","","","2006-02-04","","","","","All","Divided by TWLTL","2013-08-01",""]
[5099,"Before-and-after safety study of roadways Where new medians have been added","Access management","None","Provide a raised median",56,0.44,"Nighttime","All","Principal Arterial Other","Urban and suburban",2012,2,"Two-way left-turn lane","",32.5,"",0.32500000000000001,"no","Simple before/after","FL","","","","","","","","",6,3,"","","","","","",2003,2010,"no","Annual Average Daily Traffic (AADT)",18340,50925,"","","","","","","",4,"","","","","Night","Divided by TWLTL","2013-08-01","Crashes occurring when dark without street light"]
[5114,"Before-and-after safety study of roadways Where new medians have been added","Access management","None","Provide a raised median",41.8,0.58199999999999996,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other","Urban and suburban",2012,3,"Two-way left-turn lane","",2.9,"",2.9000000000000001E-2,"no","Simple before/after","FL","","","","","","","","",1115,645,"","","","","","",2003,2010,"no","Annual Average Daily Traffic (AADT)",26224,57000,"","","","","","","",6,"","","","","All","Divided by TWLTL","2013-08-01",""]
[5129,"Before-and-after safety study of roadways Where new medians have been added","Access management","None","Provide a raised median",17.5,0.82499999999999996,"Other","All","Principal Arterial Other","Urban and suburban",2012,1,"Two-way left-turn lane","",26.8,"",0.26800000000000002,"no","Simple before/after","FL","","","","","","","","",21,21,"","","","","","",2003,2010,"no","Annual Average Daily Traffic (AADT)","","",35120,"","","","","","","4 to 6","","","","","All","Divided by TWLTL","2013-08-01","-On low-speed arterials (speed limit of either 35 or 40 mph)"]
[5142,"Before-and-after safety study of roadways Where new medians have been added","Access management","None","Provide a raised median",65.2,0.34799999999999998,"Left turn","All","Principal Arterial Other","Urban and suburban",2012,3,"Two-way left-turn lane","",3.3,"",3.3000000000000002E-2,"no","Simple before/after","FL","","","","","","","","",433,144,"","","","","","",2003,2010,"no","Annual Average Daily Traffic (AADT)","","",37578,"","","","","","","4 to 6","","","","","All","Divided by TWLTL","2013-08-01","-On high-speed arterials (speed limit of either 45, 50, or 55 mph)"]
[5148,"Before-and-after safety study of roadways Where new medians have been added","Access management","None","Provide a raised median",26.5,0.73499999999999999,"All","All","Principal Arterial Other","Urban and suburban",2012,3,"Two-way left-turn lane","",2.4,"",2.4E-2,"no","Simple before/after","FL","","","","","","","","",2234,1569,"","","","","","",2003,2010,"no","Annual Average Daily Traffic (AADT)","","",37578,"","","","","","","4 to 6","","","","","All","Divided by TWLTL","2013-08-01","-On high-speed arterials (speed limit of either 45, 50, or 55 mph)"]
[5167,"Prediction of the Expected Safety Performance of Rural Two-Lane Highways","Shoulder treatments","Shoulder width ","Convert 6-foot shoulder to 8-foot shoulder",2,0.98,"Head on,Run off road,Sideswipe,Single vehicle","All","Minor Arterial","Rural",2000,"Cannot be rated (HSM)","","","","","","yes","Not specified","","","","","","","","","","","","","","","","","","","","no","Annual Average Daily Traffic (AADT)","",400,"","","","","","","",2,"","","","","","","2009-12-01","HSM 1st Ed, page 13-11"]
[5182,"Prediction of the Expected Safety Performance of Rural Two-Lane Highways","Alignment","None","Modify horizontal curve radius and length and provide spiral transitions","",{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/25 horizcurve.bmp\")","v":"http://www.cmfclearinghouse.org/functionimages/25 horizcurve.bmp"},"All","All","Minor Arterial","Rural",2000,"Cannot be rated (HSM)","To determine the CMF for changing the condition, divide the \"new\" condition CMF by the \"existing\" condition CMF.","","","","","yes","Not specified","","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","","","2009-12-01","To determine the CMF for changing the condition, divide the \"new\" condition CMF by the \"existing\" condition CMF."]
[5197,"Accident Effects of Sideslope and Other Roadside Features on Two-Lane Roads","Roadway","Lane width ","Convert 12-foot lanes to 9-foot or less",-38,1.38,"Head on,Run off road,Sideswipe,Single vehicle","All","Principal Arterial Other","Rural",1988,"Cannot be rated (HSM)","","","","","","yes","Not specified","No state(s) chosen.","","","","","","","","","","","","","","","","","","","no","Annual Average Daily Traffic (AADT)",2000,"","","","","","","","","Multilane","","","","","","Undivided","2013-03-22","HSM 1st Ed, page 13-7. To determine the CMF for changing the condition, divide the \"new\" condition CMF by the \"existing\" condition CMF."]
[5212,"Accident Effects of Sideslope and Other Roadside Features on Two-Lane Roads","Roadway","Lane width ","Convert 12-foot lanes to 11-foot lanes",-3,1.03,"Head on,Run off road,Sideswipe,Single vehicle","All","Principal Arterial Other","Rural",1988,"Cannot be rated (HSM)","","","","","","yes","Not specified","No state(s) chosen.","","","","","","","","","","","","","","","","","","","no","Annual Average Daily Traffic (AADT)",2000,"","","","","","","","","Multilane","","","","","","Divided by Median","2013-03-22","HSM 1st Ed, page 13-8. To determine the CMF for changing the condition, divide the \"new\" condition CMF by the \"existing\" condition CMF."]
[5216,"Highway Safety Manual, 1st Edition","Interchange design","None","Modify length of acceleration lane","",{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/297 accel2.bmp\")","v":"http://www.cmfclearinghouse.org/functionimages/297 accel2.bmp"},"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Interstate","",2010,"Cannot be rated (HSM)","","","","","","yes","Not specified","No state(s) chosen.","","","","","","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","","","","HSM 1st Ed, page 15-6. Length of acceleration lane is measured from the nose of the gore area to the end of the lane drop taper."]
[5231,"Safety Effect of U-Turn Conversions in Tehran: Empirical Bayes Observational Before-And-After Study and Crash Prediction Models","Intersection geometry","Intersection geometry reconfiguration ","Convert traffic signals to unconventional median U-turns",-13.2,1.1319999999999999,"All","All","Not specified","Urban",2013,4,"Three and Four-Leg Signalized Intersections","",6,"",0.06,"no","Before/after using empirical Bayes or full Bayes","notusa","","","","","","","","",286,556,"","","","","","",2001,2009,"yes","Average Daily Traffic (ADT)","","","",33650,70579,46666,9405,31789,16757,"multilane","Roadway/roadway (not interchange related)","Not specified","Signalized","","Not specified","Divided by Median","2013-12-02",""]
[5270,"Rumble Strips in North Dakota: A Comparison of Road Segments, Safety, and Crash Patterns","Shoulder treatments","Shoulder rumble strips","Install shoulder rumble strips",-97,1.97,"Run off road","All","Not specified","Rural",2013,1,"No shoulder rumble strips","",120.7,"",1.2070000000000001,"no","Simple before/after","ND","","","","","","","","",4,9,"","","","","","",2007,2011,"no","","","","","","","","","","","","","","","","All","Undivided","2013-12-02","Exposure is presented as Vehicle Miles Travelled. The before VMT is 39,246,866 and the after VMT is 44,914,021."]
[5285,"NCHRP Report 633: Impact of Shoulder Width and Median Width on Safety","Shoulder treatments","Shoulder width ","Widen paved shoulder from 3 ft to 8 ft",29,0.71,"All","All","All","Not specified",2009,4,"Paved shoulder width = 3ft","","","","","no","Regression cross-section","CA,KY,MN","","","","","","","","","","",2308,"","","","","","","","no","","","","","","","","","","","","","","","","","Undivided","2013-12-02",""]
[5289,"NCHRP Report 633: Impact of Shoulder Width and Median Width on Safety","Access management","None","10-ft to 40-ft converstion (median width)",25,0.75,"Multiple vehicle","All","All","Not specified",2009,4,"Median width = 10 ft","","","","","no","Regression cross-section","CA,KY,MN","","","","","","","","","","",14897,"","","","","","","","no","","","","","","","","","","","","","","","","","Divided by Median","2013-12-02",""]
[5308,"Performance Analysis of Centerline and Shoulder Rumble Strips Installed in Combination in Washington State","Shoulder treatments","Shoulder rumble strips","Install shoulder rumble strips on roads with existing centerline rumble strips",6.8,0.93200000000000005,"Head on,Sideswipe","All","Not specified","Rural",2013,1,"Existing Centerline Rumble Strips","",40.299999999999997,"",0.40300000000000002,"no","Simple before/after","WA","","","","","","","","",10,11,"","","","","","",2002,2010,"no","","","","","","","","","","",2,"","","","","Not specified","","2013-12-02","Exposure is presented as VMTBefore MVMT = 196.26After MVMT = 231.34Crash type is total cross centerline crashes"]
[5329,"Evaluation of the Impacts of Differential Speed Limits on Interstate Highways in Idaho","Speed management","None","Install 10 mph differential speed limit on rural Interstate Highways",8.56,0.91400000000000003,"All,Truck related","All","Principal Arterial Interstate","Rural",2012,3,"Equal posted speed limit for passenger cars and heavy trucks (both 65 and 75).","",5.0599999999999996,"",5.0999999999999997E-2,"no","Before/after using empirical Bayes or full Bayes","ID","","","","","","","","","","","","","","","","",1992,2011,"no","","","","","","","","","","","","","","","","Not specified","","2014-01-09",""]
[5348,"Safety Effects of Lane Width and Shoulder Width on Two-Lane Rural State Highways in Idaho","Shoulder treatments","Shoulder width ","Reduce paved shoulder from 3 ft to 1 ft",-13,1.1299999999999999,"All","All","Not specified","Rural",2012,3,"Shoulder width 3 ft","","","","","no","Regression cross-section","ID","","","","","","","",7977,"","","","","","","","",1993,2010,"no","Annual Average Daily Traffic (AADT)",186,15106,2218,"","","","","","",2,"","","","","All","Undivided","2014-01-09",""]
[5363,"Safety Effects of Lane Width and Shoulder Width on Two-Lane Rural State Highways in Idaho","Shoulder treatments","Shoulder width ","Widen paved shoulder from 3 ft to 4 ft",2,0.98,"All","All","Not specified","Rural",2012,3,"Shoulder width 3 ft","","","","","no","Regression cross-section","ID","","","","","","","",7977,"","","","","","","","",1993,2010,"no","Annual Average Daily Traffic (AADT)",186,400,243,"","","","","","",2,"","","","","All","Undivided","2014-01-09",""]
[5368,"Safety Effects of Lane Width and Shoulder Width on Two-Lane Rural State Highways in Idaho","Shoulder treatments","Shoulder width ","Widen paved shoulder from 3 ft to 5 ft",5,0.95,"Multiple vehicle","All","Not specified","Rural",2012,3,"Shoulder width 3 ft","","","","","no","Regression cross-section","ID","","","","","","","",2681,"","","","","","","","",1993,2010,"no","Annual Average Daily Traffic (AADT)",186,15106,2218,"","","","","","",2,"","","","","All","Undivided","2014-01-09",""]
[5390,"Study of KDOT Policy on Lane and Shoulder Minimum Width for Application of Centerline Rumble Strips","Roadway","Roadway rumble strips ","Install football shaped centerline rumble strips",66.930000000000007,0.33100000000000002,"Other","All","All","Rural",2012,3,"No centerline rumble strips","",15.57,"",0.156,"no","Before/after using empirical Bayes or full Bayes","KS","","","","","","","","",28,12,"","","","","","",2003,2010,"no","Annual Average Daily Traffic (AADT)",200,8000,"","","","","","","",2,"","","","","All","Undivided","2014-01-09","CMF for correctable crashes, which excludes intersection related crashes; presence of ice collision with animals, trains, and non-fixed objects; and non-collision other than rollover"]
[5397,"Study of KDOT Policy on Lane and Shoulder Minimum Width for Application of Centerline Rumble Strips","Roadway","Roadway rumble strips ","Install rectangular shaped centerline rumble strips",31.11,0.68899999999999995,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","All","Rural",2012,4,"No centerline rumble strips","",15.48,"",0.155,"no","Before/after using empirical Bayes or full Bayes","KS","","","","","","","","",122,102,"","","","","","",2003,2010,"no","Annual Average Daily Traffic (AADT)",200,8000,"","","","","","","",2,"","","","","All","Undivided","2014-01-09",""]
[5423,"To Illuminate or not to illuminate: Roadway lighting as it affects traffic safety at intersections","Highway lighting","None","Provide intersection illumination",3,0.97,"Nighttime","All","Not specified","Urban and suburban",2012,3,"No lighting","",15,"",0.15,"no","Regression cross-section","MN","","","","","","","","","","","","","",2875,"","",1999,2002,"yes","Average Daily Traffic (ADT)","","","",40,77430,"",1,77430,"","","Roadway/roadway (not interchange related)","Not specified","Signalized","","","","2014-01-09",""]
[5444,"Cable Median Barrier Program in Washington State","Roadside","Median barriers ","Install cable median barrier",52,0.48,"All","K (fatal)","Principal Arterial Other Freeways and Expressways","Not specified",2013,2,"No Cable Median Barrier","",12.2,"",0.122,"no","Simple before/after","WA","","","","","","","","",44,24,"","","","","","",1995,2011,"no","Annual Average Daily Traffic (AADT)",10000,180000,"","","","","","","","","","","","","All","Divided by Median","2014-04-30","CMF for all fatal median related crashes; Cable median barrier includes generic cable median, 3-strand high-tension cable, and 4-strand high-tension cable"]
[5459,"Safety Effects of Median Treatments Using Longitudinal Channelizers: Empirical Bayesian Before-and-After Study","Access management","None","Convert an open median to a left-in only median",-31,1.31,"All","K (fatal),A (serious injury)","Principal Arterial Other","Urban and suburban",2013,2,"Roadways with full median openings","",46.69,"",0.46689999999999998,"no","Before/after using empirical Bayes or full Bayes","FL","Tampa","","","","","","","","",26,"","","","","","",2003,2010,"no","Annual Average Daily Traffic (AADT)",45000,75000,"","","","","","","","4 to 6","","","","40mph to 55mph","Not specified","Divided by Median","2014-04-30","CMF for KA crashes (based on the KABCO scale).  The SPF only included VMT.  It was not clear if annual calibration factors or other methods were used to account for trends."]
[5477,"Still red light for red light cameras? An update","Advanced technology and ITS","None","Install red-light cameras",33,0.67,"Angle","A (serious injury),B (minor injury),C (possible injury)","Not specified","",2013,3,"Signalized intersection without red-light running cameras","",9.18,"",9.1999999999999998E-2,"no","Meta-analysis","No state(s) chosen.","","","","","","","","","","","","","","","","","","","yes","","","","","","","","","","","","Roadway/roadway (not interchange related)","No values chosen.","Signalized","","","","2014-04-30","Controls for RTM. Sample size is not reported in terms of number of crashes, but meta-analysis is based on 15 individual studies, so it is assumed that the sample size is at least \"fair\"."]
[5487,"Still red light for red light cameras? An update","Advanced technology and ITS","None","Install red-light cameras",7,0.93,"Other","All","Not specified","",2013,3,"Signalized intersection without red-light running cameras","",8.93,"",8.8999999999999996E-2,"no","Meta-analysis","No state(s) chosen.","","","","","","","","","","","","","","","","","","","yes","","","","","","","","","","","","Roadway/roadway (not interchange related)","No values chosen.","Signalized","","","","2014-04-30","Applies only to red light running crashes; Controls for RTM. Sample size is not reported in terms of number of crashes, but meta-analysis is based on 15 individual studies, so it is assumed that the sample size is at least \"fair\"."]
[5510,"Using multivariate adaptive regression splines (MARS) to develop crash modification factors for urban freeway interchange influence areas","Shoulder treatments","Shoulder width ","Increase paved outside shoulder width from 10ft to 12ft",10,0.9,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other Freeways and Expressways","Urban",2013,3,"10 ft paved outside shoulder width","",10.6,"",0.106,"no","Regression cross-section","FL","","","","","","","",18525,"","","","","","","","",2007,2010,"no","Annual Average Daily Traffic (AADT)",5700,309000,95338,"","","","","","","4 to 6+","","","","","All","Divided by Median","2014-04-30","CMF for urban freeway interchange areas"]
[5525,"Comparison of Safety Evaluation Approaches for Intersection Signalization in Florida","Intersection traffic control","Traffic control type ","Install a traffic signal",34.4,0.65600000000000003,"All","All","Not specified","Not specified",2014,4,"Stop controlled intersection","",10.5,"",0.105,"no","Before/after using empirical Bayes or full Bayes","FL","","","","","","","","","","","","","","","","",2004,2009,"yes","Annual Average Daily Traffic (AADT)","","","",0,10000,"","","","","2 to 4","Roadway/roadway (not interchange related)","3-leg,4-leg","Stop-controlled","","Not specified","","2014-08-12","CMF applies to intersections with major road AADT <10,000"]
[5542,"Still red light for red light cameras? An update","Advanced technology and ITS","None","Install red-light cameras with warning signs at all RLC intersections",-15,1.1499999999999999,"Rear end","A (serious injury),B (minor injury),C (possible injury)","Not specified","",2013,2,"","",15.31,"",0.153,"no","Meta-analysis","No state(s) chosen.","","","","","","","","","","","","","","","","","","","yes","","","","","","","","","","","","Roadway/roadway (not interchange related)","No values chosen.","Signalized","","","","2014-04-30",""]
[5558,"Evaluation of J-turn Intersection Design Performance in Missouri","Intersection geometry","Intersection geometry reconfiguration ","Install J-Turn intersection",50,0.5,"All","B (minor injury)","Principal Arterial Other Freeways and Expressways","Rural",2013,1,"Two way stop controlled intersection","","","","","no","Simple before/after","MO","","",5,5,"","","","",16,5,"","","","",15,11,2004,2013,"yes","Annual Average Daily Traffic (AADT)","","","",10326,26470,16309,434,1389,755,"","Roadway/roadway (not interchange related)","3-leg,4-leg","Other","65-70","All","Divided by Median","2014-08-12",""]
[5561,"Evaluation of J-turn Intersection Design Performance in Missouri","Intersection geometry","Intersection geometry reconfiguration ","Install J-Turn intersection",80,0.2,"Angle","All","Principal Arterial Other Freeways and Expressways","Rural",2013,2,"Two way stop controlled intersection","","","","","no","Simple before/after","MO","","",5,5,"","","","",20,3,"","","","",15,11,2004,2013,"yes","Annual Average Daily Traffic (AADT)","","","",10326,26470,16309,434,1389,755,"","Roadway/roadway (not interchange related)","3-leg,4-leg","Other","65-70","All","Divided by Median","2014-08-12",""]
[5578,"Evaluating the Safety Effects of Signal Improvements","Intersection traffic control","Traffic control type ","Install a traffic signal",58,0.42,"Head on","","All","Not specified",2014,2,"Intersections were unsignalized","","","","","no","Other before/after","UT","","","","","","","","","","","","","","","","",2002,2011,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Not specified","No values chosen.","Not specified","30-65","All","","2014-08-12","CMF for new signal installation of non-severe head-on crashes. Hierarchical Bayesian Method is used."]
[5598,"Evaluating the Safety Effects of Signal Improvements","Intersection traffic control","Signal phasing or timing","Change permissive left-turn phasing to protected/permissive",-29,1.29,"Rear end","All","All","Not specified",2014,2,"Signals with permissive only left turn phasing","","","","","no","Other before/after","UT","","","","","","","","","","","","","","","","",2002,2011,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Not specified","No values chosen.","Signalized","30-65","All","","2014-08-12","The hierachical Bayesian model was used. CMF for four roadway types: other principal arterials, other freeway/expressway,minor arterial,and major collectors."]
[5613,"Evaluating the Safety Effects of Signal Improvements","Intersection traffic control","Signal phasing or timing","Change permissive left-turn phasing to protected/permissive",46,0.54,"All","","All","Not specified",2014,2,"Signals with permissive only left turn phasing","","","","","no","Other before/after","UT","","","","","","","","","","","","","","","","",2002,2011,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Not specified","No values chosen.","Signalized","30-65","All","","2014-08-12","The hierachical Bayesian model was used. CMF for four roadway types: other principal arterials, other freeway/expressway,minor arterial,and major collectors."]
[5637,"Safety Evaluation of Hybrid Mainline Toll Plazas","Roadway","Other","Convert traditional mainline toll plazas to hybrid mainline toll plazas","",{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/Abuzwidah Total CMF Formula.JPG\")","v":"http://www.cmfclearinghouse.org/functionimages/Abuzwidah Total CMF Formula.JPG"},"All","All","Principal Arterial Other","All",2014,4,"Traditional mainline toll plazas","","","","","no","Before/after using empirical Bayes or full Bayes","FL","","","","","","","","","","","","","","","","",2002,2012,"no","","","","","","","","","","","","","","","","All","","2014-08-12","It is not clear if the EB analysis accounted for trends using annual calibration factors or other approaches"]
[5657,"Safety Impacts of Right-Turn Lanes at Unsignalized Intersections and Driveways on Two-Lane Roadways: Crash Analysis","Intersection geometry","Turn lanes ","Install right-turn lane",0.5,0.995,"Dry weather","All","Principal Arterial Other Freeways and Expressways","All",2014,3,"Unsignalized intersections or driveways without right turn lane","","","","","no","Regression cross-section","MN","","","","","","","",10235,"","","","","","","","",2000,2005,"yes","Annual Average Daily Traffic (AADT)","","","",10000,"","","","","",2,"Roadway/roadway (not interchange related)","No values chosen.","Uncontrolled",">40 mph","Not specified","Undivided","2015-01-21","This CMF is for non-truck-involved crashes at intersections, with clear weather condition and less than 10 % of daily heavy commercial vehicles."]
[5658,"Safety Impacts of Right-Turn Lanes at Unsignalized Intersections and Driveways on Two-Lane Roadways: Crash Analysis","Intersection geometry","Turn lanes ","Install right-turn lane",0.9,0.99099999999999999,"Dry weather","All","Principal Arterial Other Freeways and Expressways","All",2014,3,"Unsignalized intersections or driveways without right turn lane","","","","","no","Regression cross-section","MN","","","","","","","",10235,"","","","","","","","",2000,2005,"yes","Annual Average Daily Traffic (AADT)","","","",10000,"","","","","",2,"Roadway/roadway (not interchange related)","No values chosen.","Uncontrolled",">40 mph","Not specified","Undivided","2015-01-21","This CMF is for non-truck-involved crashes at intersections, with clear weather condition and more than 10 % of daily heavy commercial vehicles."]
[5677,"Safety Impacts of Right-Turn Lanes at Unsignalized Intersections and Driveways on Two-Lane Roadways: Crash Analysis","Intersection geometry","Turn lanes ","Install right-turn lane",1.5,0.98499999999999999,"Dry weather","All","Principal Arterial Other Freeways and Expressways","All",2014,3,"Unsignalized intersections or driveways without right turn lane","","","","","no","Regression cross-section","MN","","","","","","","",10235,"","","","","","","","",2000,2005,"yes","Annual Average Daily Traffic (AADT)","","","",10000,"","","","","",2,"Roadway/roadway (not interchange related)","No values chosen.","Uncontrolled",">40 mph","Not specified","Undivided","2015-01-21","This CMF is for non-truck-involved crashes at intersections, with clear weather condition and less than 10 % of daily heavy commercial vehicles."]
[5692,"Safety Impacts of Right-Turn Lanes at Unsignalized Intersections and Driveways on Two-Lane Roadways: Crash Analysis","Intersection geometry","Turn lanes ","Install right-turn lane",1.5,0.98499999999999999,"Dry weather","All","Principal Arterial Other Freeways and Expressways","All",2014,3,"Unsignalized intersections or driveways without right turn lane","","","","","no","Regression cross-section","MN","","","","","","","",10235,"","","","","","","","",2000,2005,"yes","Annual Average Daily Traffic (AADT)","","","",10000,"","","","","",2,"Roadway/roadway (not interchange related)","No values chosen.","Uncontrolled",">40 mph","Not specified","Undivided","2015-01-21","This CMF is for non-truck-involved crashes at intersections, with not clear weather condition and more than 10 % of daily heavy commercial vehicles."]
[5711,"Safety Impacts of Right-Turn Lanes at Unsignalized Intersections and Driveways on Two-Lane Roadways: Crash Analysis","Intersection geometry","Turn lanes ","Install right-turn lane",0.7,0.99299999999999999,"Dry weather","All","Principal Arterial Other Freeways and Expressways","All",2014,3,"Unsignalized intersections or driveways without right turn lane","","","","","no","Regression cross-section","MN","","","","","","","",10235,"","","","","","","","",2000,2005,"yes","Annual Average Daily Traffic (AADT)","","","",10000,"","","","","",2,"Roadway/roadway (not interchange related)","No values chosen.","Uncontrolled",">40 mph","Not specified","Undivided","2015-01-21","This CMF is for total crashes at intersections, with somewhat clear weather condition and less than 10 % of daily heavy commercial vehicles."]
[5720,"Safety Impacts of Right-Turn Lanes at Unsignalized Intersections and Driveways on Two-Lane Roadways: Crash Analysis","Intersection geometry","Turn lanes ","Install right-turn lane",0.7,0.99299999999999999,"Dry weather","All","Principal Arterial Other Freeways and Expressways","All",2014,3,"Unsignalized intersections or driveways without right turn lane","","","","","no","Regression cross-section","MN","","","","","","","",10235,"","","","","","","","",2000,2005,"yes","Annual Average Daily Traffic (AADT)","","","",10000,"","","","","",2,"Roadway/roadway (not interchange related)","No values chosen.","Uncontrolled",">40 mph","Not specified","Undivided","2015-01-21","This CMF is for total crashes at intersections, with not clear weather condition and more than 10 % of daily heavy commercial vehicles."]
[5740,"Safety Impacts of Right-Turn Lanes at Unsignalized Intersections and Driveways on Two-Lane Roadways: Crash Analysis","Intersection geometry","Turn lanes ","Install right-turn lane",2.2999999999999998,0.97699999999999998,"Dry weather","All","Principal Arterial Other Freeways and Expressways","All",2014,3,"Unsignalized intersections or driveways without right turn lane","","","","","no","Regression cross-section","MN","","","","","","","",10235,"","","","","","","","",2000,2005,"yes","Annual Average Daily Traffic (AADT)","","","",10000,"","","","","",2,"Roadway/roadway (not interchange related)","No values chosen.","Uncontrolled",">40 mph","Not specified","Undivided","2015-01-21","This CMF is for total crashes at intersections, with not clear weather condition and more than 10 % of daily heavy commercial vehicles."]
[5745,"Safety Impacts of Right-Turn Lanes at Unsignalized Intersections and Driveways on Two-Lane Roadways: Crash Analysis","Intersection geometry","Turn lanes ","Install right-turn lane",1.6,0.98299999999999998,"Dry weather","All","Principal Arterial Other Freeways and Expressways","All",2014,3,"Unsignalized intersections or driveways without right turn lane","","","","","no","Regression cross-section","MN","","","","","","","",10235,"","","","","","","","",2000,2005,"yes","Annual Average Daily Traffic (AADT)","","","",10000,"","","","","",2,"Roadway/roadway (not interchange related)","No values chosen.","Uncontrolled",">40 mph","Not specified","Undivided","2015-01-21","This CMF is for total crashes at intersections, with not clear weather condition and less than 10 % of daily heavy commercial vehicles."]
[5760,"Safety Impacts of Right-Turn Lanes at Unsignalized Intersections and Driveways on Two-Lane Roadways: Crash Analysis","Intersection geometry","Turn lanes ","Install right-turn lane",2.7,0.97299999999999998,"Dry weather","All","Principal Arterial Other Freeways and Expressways","All",2014,3,"Unsignalized intersections or driveways without right turn lane","","","","","no","Regression cross-section","MN","","","","","","","",10235,"","","","","","","","",2000,2005,"yes","Annual Average Daily Traffic (AADT)","","","",10000,"","","","","",2,"Roadway/roadway (not interchange related)","No values chosen.","Uncontrolled",">40 mph","Not specified","Undivided","2015-01-21","This CMF is for non-truck-involved crashes at driveways, with  somewhat clear weather condition and more than 10 % of daily heavy commercial vehicles."]
[5775,"Safety Impacts of Right-Turn Lanes at Unsignalized Intersections and Driveways on Two-Lane Roadways: Crash Analysis","Intersection geometry","Turn lanes ","Install right-turn lane",5.6,0.94399999999999995,"Dry weather","All","Principal Arterial Other Freeways and Expressways","All",2014,3,"Unsignalized intersections or driveways without right turn lane","","","","","no","Regression cross-section","MN","","","","","","","",10235,"","","","","","","","",2000,2005,"yes","Annual Average Daily Traffic (AADT)","","","",10000,"","","","","",2,"Roadway/roadway (not interchange related)","No values chosen.","Uncontrolled",">40 mph","Not specified","Undivided","2015-01-21","This CMF is for non-truck-involved crashes at driveways, with clear weather condition and less than 10 % of daily heavy commercial vehicles."]
[5790,"Safety Impacts of Right-Turn Lanes at Unsignalized Intersections and Driveways on Two-Lane Roadways: Crash Analysis","Intersection geometry","Turn lanes ","Install right-turn lane",5.4,0.94599999999999995,"Dry weather","All","Principal Arterial Other Freeways and Expressways","All",2014,3,"Unsignalized intersections or driveways without right turn lane","","","","","no","Regression cross-section","MN","","","","","","","",10235,"","","","","","","","",2000,2005,"yes","Annual Average Daily Traffic (AADT)","","","",10000,"","","","","",2,"Roadway/roadway (not interchange related)","No values chosen.","Uncontrolled",">40 mph","Not specified","Undivided","2015-01-21","This CMF is for non-truck-involved crashes at driveways, with not clear weather condition and more than 10 % of daily heavy commercial vehicles."]
[5808,"Safety Impacts of Right-Turn Lanes at Unsignalized Intersections and Driveways on Two-Lane Roadways: Crash Analysis","Intersection geometry","Turn lanes ","Install right-turn lane",4.2,0.95799999999999996,"Dry weather","All","Principal Arterial Other Freeways and Expressways","All",2014,3,"Unsignalized intersections or driveways without right turn lane","","","","","no","Regression cross-section","MN","","","","","","","",10235,"","","","","","","","",2000,2005,"yes","Annual Average Daily Traffic (AADT)","","","",10000,"","","","","",2,"Roadway/roadway (not interchange related)","No values chosen.","Uncontrolled",">40 mph","Not specified","Undivided","2015-01-21","This CMF is for total crashes at driveways, with somewhat clear weather condition and more than 10 % of daily heavy commercial vehicles."]
[5813,"Safety Impacts of Right-Turn Lanes at Unsignalized Intersections and Driveways on Two-Lane Roadways: Crash Analysis","Intersection geometry","Turn lanes ","Install right-turn lane",2.6,0.97399999999999998,"Dry weather","All","Principal Arterial Other Freeways and Expressways","All",2014,3,"Unsignalized intersections or driveways without right turn lane","","","","","no","Regression cross-section","MN","","","","","","","",10235,"","","","","","","","",2000,2005,"yes","Annual Average Daily Traffic (AADT)","","","",10000,"","","","","",2,"Roadway/roadway (not interchange related)","No values chosen.","Uncontrolled",">40 mph","Not specified","Undivided","2015-01-21","This CMF is for total crashes at driveways, with not clear weather condition and less than 10 % of daily heavy commercial vehicles."]
[5828,"Safety Impacts of Right-Turn Lanes at Unsignalized Intersections and Driveways on Two-Lane Roadways: Crash Analysis","Intersection geometry","Turn lanes ","Install right-turn lane",5.6,0.94399999999999995,"Dry weather","All","Principal Arterial Other Freeways and Expressways","All",2014,3,"Unsignalized intersections or driveways without right turn lane","","","","","no","Regression cross-section","MN","","","","","","","",10235,"","","","","","","","",2000,2005,"yes","Annual Average Daily Traffic (AADT)","","","",10000,"","","","","",2,"Roadway/roadway (not interchange related)","No values chosen.","Uncontrolled",">40 mph","Not specified","Undivided","2015-01-21","This CMF is for total crashes at driveways, with somewhat clear weather condition and more than 10 % of daily heavy commercial vehicles."]
[5843,"Safety Impacts of Right-Turn Lanes at Unsignalized Intersections and Driveways on Two-Lane Roadways: Crash Analysis","Intersection geometry","Turn lanes ","Install right-turn lane",7.4,0.92600000000000005,"Dry weather","All","Principal Arterial Other Freeways and Expressways","All",2014,3,"Unsignalized intersections or driveways without right turn lane","","","","","no","Regression cross-section","MN","","","","","","","",10235,"","","","","","","","",2000,2005,"yes","Annual Average Daily Traffic (AADT)","","","",10000,"","","","","",2,"Roadway/roadway (not interchange related)","No values chosen.","Uncontrolled",">40 mph","Not specified","Undivided","2015-01-21","This CMF is for total crashes at driveways, with not clear weather condition and less than 10 % of daily heavy commercial vehicles."]
[6064,"Safety Evaluation of Increasing Retroreflectivity of STOP Signs","Intersection traffic control","Traffic control visibility ","Increase retroreflectivity of STOP signs",-0.1,1.0009999999999999,"All","All","All","All",2007,4,"Stop signs with low retroreflectivity","",2.7,"",2.7E-2,"no","Before/after using empirical Bayes or full Bayes","CT,SC","","",339,339,"","","","",3150,2058,"","","","",2056,1269,1995,2004,"yes","Annual Average Daily Traffic (AADT)","","","",344,"57,353",-1,71,"18,879",-1,"","","3-leg,4-leg","Stop-controlled","","Day","","2014-12-08","The CMF is not significant at the 95% confidence level"]
[6082,"Safety Evaluation of Increasing Retroreflectivity of STOP Signs","Intersection traffic control","Traffic control visibility ","Increase retroreflectivity of STOP signs",-0.2,1.002,"All","All","All","Rural",2007,3,"Stop signs with low retroreflectivity","",15.8,"",0.158,"no","Before/after using empirical Bayes or full Bayes","CT","","",12,12,"","","","","",76,"","","","","","",1995,2004,"yes","Annual Average Daily Traffic (AADT)","","","",959,"31,267","2020-08-21",71,"18,879",-1,"","","4-leg","Stop-controlled","","All","","2014-12-08","The CMF is not significant at the 95% confidence level"]
[6107,"Effectiveness of various safety improvements in reducing crashes on Wyoming roadways","Shoulder treatments","Shoulder rumble strips","Install shoulder rumble strips",-16,1.1599999999999999,"Other","B (minor injury),C (possible injury)","Principal Arterial Interstate","Rural",2013,2,"No Rumble Strips on Shoulder","",21,"",0.21,"no","Simple before/after","WY","","",34,34,"",224,224,"",57,66,"",2237,2237,"",170,170,2000,2010,"no","Annual Average Daily Traffic (AADT)",7000,13500,"","","","","","","","","","","","","All","Divided by Median","2015-03-11","B + C injury Crashes. Crash type listed as \"shoulder\""]
[6112,"Effectiveness of various safety improvements in reducing crashes on Wyoming roadways","Shoulder treatments","Shoulder rumble strips","Install shoulder rumble strips",7,0.93,"Cross median","B (minor injury),C (possible injury)","Principal Arterial Interstate","Rural",2013,2,"No Rumble Strips on Shoulder","",14,"",0.14000000000000001,"no","Simple before/after","WY","","",34,34,"",224,224,"",96,89,"",2237,2237,"",170,170,2000,2010,"no","Annual Average Daily Traffic (AADT)",7000,13500,"","","","","","","","","","","","","All","Divided by Median","2015-03-11","Crash type listed as \"shoulder\". \"Serious\" Crashes listed in report at B + C injuries"]
[6128,"Effectiveness of various safety improvements in reducing crashes on Wyoming roadways","Roadside","Median barriers ","Install cable median barrier",11,0.89,"Other","B (minor injury),C (possible injury)","Principal Arterial Interstate","Rural",2013,2,"No cable median barrier installed","",8,"",0.08,"no","Simple before/after","WY","","",5,5,"",103,103,"",266,237,"",206,206,"",10,10,2006,2010,"no","Annual Average Daily Traffic (AADT)",7000,13500,"","","","","","","","","","","","","All","Divided by Median","2015-03-11","B + C injuries.\"Median\" crashes, but not \"cross median\". Includes rollover, hitting the cable median barrier, and all other fixed objects the median"]
[6147,"An evaluation of the traffic safety effect of fixed speed cameras","Speed management","None","Installation of fixed speed cameras",11,0.89,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Urban",2014,2,"No Speed Cameras Present","",7.2,"",7.1999999999999995E-2,"no","Before/after using comparison group","notusa","Flanders","",26,26,"","","","","","","","","","","","",2000,2008,"no","","","","","","","","","","","1 to 2","","","","30 - 55 mph (50 - 90 km/hr)","All","","2015-03-11","This CMF addresses all injury crashes within 500 meters of speed camera location, regardless of direction."]
[6162,"Public Opinion, Traffic Performance, The Environment, and Safety After the Construction of Double-Lane Roundabouts","Intersection geometry","Intersection geometry reconfiguration ","Conversion of signalized intersection into single- or multi-lane roundabout",34.1,0.65900000000000003,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Not specified",2014,2,"Four-leg signalized intersection with left-turn lane on major route","",50.1,"",0.501,"no","Regression cross-section","WA","Bellingham",6,"","","","","",83,"","","","","",42,"","",2003,2011,"yes","","","","","","","","","","",2,"Roadway/roadway (not interchange related)","4-leg","Signalized",50,"All","Undivided","2015-03-11","The major road was a two-lane, undivided road prior to construction, but converted to a four-lane, divided road during construction. The total entering volume was approximately 20,300 vehicles per day in the before period and 19,600 vehicles per day in the after period."]
[6186,"Safety Effects of Shoulder Paving for Rural and Urban Interstate, Mulitlane, and Two-Lane Highways","Shoulder treatments","Shoulder width ","Pave deteriorated shoulder (2 ft)",1,0.99,"Fixed object,Head on,Run off road,Sideswipe","K (fatal)","Principal Arterial Interstate","Urban",2013,3,"Deteriorated shoulder (2 ft)","","","","","no","Before/after using empirical Bayes or full Bayes","IL","","","","","","","","","","","","","","","","",2000,2006,"no","","","","","","","","","","","","","","","","All","","2015-03-11","Crash type is \"Run-off-road right, then head-on and sideswiped with a vehicle in the opposite direction; Run-off-road right, then sideswiped with a vehicle in the same direction of multilane highways; Run-off-road right, then collided with fixed object on the right; Run-off-road right, then collided with fixed object on the left; Run-off-road right, then overturned in road or roadside involving single vehicle; and Run-off-road right, then overturned in road or roadside involving multiple vehicles\""]
[6191,"Safety Effects of Shoulder Paving for Rural and Urban Interstate, Mulitlane, and Two-Lane Highways","Shoulder treatments","Shoulder width ","Pave deteriorated shoulder (2 ft)",4,0.96,"Fixed object,Head on,Run off road,Sideswipe","A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2013,3,"Deteriorated shoulder (2 ft)","",8,"",0.08,"no","Before/after using empirical Bayes or full Bayes","IL","","","","","","","","","","","","","","","","",2000,2006,"no","","","","","","","","","","",2,"","","","","All","","2015-03-11","Crash type is \"Run-off-road right, then head-on and sideswiped with a vehicle in the opposite direction; Run-off-road right, then sideswiped with a vehicle in the same direction of multilane highways; Run-off-road right, then collided with fixed object on the right; Run-off-road right, then collided with fixed object on the left; Run-off-road right, then overturned in road or roadside involving single vehicle; and Run-off-road right, then overturned in road or roadside involving multiple vehicles\""]
[6206,"Safety Effects of Shoulder Paving for Rural and Urban Interstate, Mulitlane, and Two-Lane Highways","Shoulder treatments","Shoulder width ","Pave deteriorated shoulder (4 ft)",2,0.98,"Fixed object,Head on,Run off road,Sideswipe","K (fatal)","Not specified","Urban",2013,3,"Deteriorated shoulder (4 ft)","",0.1,"",1E-3,"no","Before/after using empirical Bayes or full Bayes","IL","","","","","","","","","","","","","","","","",2000,2006,"no","","","","","","","","","","",2,"","","","","All","","2015-03-11","Crash type is \"Run-off-road right, then head-on and sideswiped with a vehicle in the opposite direction; Run-off-road right, then sideswiped with a vehicle in the same direction of multilane highways; Run-off-road right, then collided with fixed object on the right; Run-off-road right, then collided with fixed object on the left; Run-off-road right, then overturned in road or roadside involving single vehicle; and Run-off-road right, then overturned in road or roadside involving multiple vehicles\""]
[6225,"Safety Effects of Shoulder Paving for Rural and Urban Interstate, Mulitlane, and Two-Lane Highways","Shoulder treatments","Shoulder width ","Pave deteriorated shoulder (6 ft)",2,0.98,"Head on,Left turn,Run off road,Sideswipe","A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Interstate","Rural",2013,3,"Deteriorated paved shoulder (6 ft)","",0.1,"",1E-3,"no","Before/after using empirical Bayes or full Bayes","IL","","","","","","","","","","","","","","","","",2000,2006,"no","","","","","","","","","","","","","","","","All","","2015-03-11","Crash type is \"Run-off-road right, then head-on and sideswiped with a vehicle in the opposite direction; Run-off-road right, then sideswiped with a vehicle in the same direction of multilane highways; Run-off-road right, then collided with fixed object on the right; Run-off-road right, then collided with fixed object on the left; Run-off-road right, then overturned in road or roadside involving single vehicle; and Run-off-road right, then overturned in road or roadside involving multiple vehicles\""]
[6235,"Safety Effects of Shoulder Paving for Rural and Urban Interstate, Mulitlane, and Two-Lane Highways","Shoulder treatments","Shoulder width ","Pave deteriorated shoulder (6 ft)",8,0.92,"Head on,Left turn,Run off road,Sideswipe","O (property damage only)","Not specified","Urban",2013,3,"Deteriorated paved shoulder (6 ft)","",6,"",0.06,"no","Before/after using empirical Bayes or full Bayes","IL","","","","","","","","","","","","","","","","",2000,2006,"no","","","","","","","","","","","Multilane","","","","","All","","2015-03-11","Crash type is \"Run-off-road right, then head-on and sideswiped with a vehicle in the opposite direction; Run-off-road right, then sideswiped with a vehicle in the same direction of multilane highways; Run-off-road right, then collided with fixed object on the right; Run-off-road right, then collided with fixed object on the left; Run-off-road right, then overturned in road or roadside involving single vehicle; and Run-off-road right, then overturned in road or roadside involving multiple vehicles\""]
[6254,"Safety Effects of Shoulder Paving for Rural and Urban Interstate, Mulitlane, and Two-Lane Highways","Shoulder treatments","Shoulder width ","Pave deteriorated shoulder (8 ft)",10,0.9,"Fixed object,Head on,Run off road,Sideswipe","O (property damage only)","Not specified","Urban",2013,3,"Deteriorated paved shoulder (8 ft)","",1,"",0.01,"no","Before/after using empirical Bayes or full Bayes","IL","","","","","","","","","","","","","","","","",2000,2006,"no","","","","","","","","","","",2,"","","","","All","","2015-03-11","Crash type is \"Run-off-road right, then head-on and sideswiped with a vehicle in the opposite direction; Run-off-road right, then sideswiped with a vehicle in the same direction of multilane highways; Run-off-road right, then collided with fixed object on the right; Run-off-road right, then collided with fixed object on the left; Run-off-road right, then overturned in road or roadside involving single vehicle; and Run-off-road right, then overturned in road or roadside involving multiple vehicles\""]
[6259,"Safety Effects of Shoulder Paving for Rural and Urban Interstate, Mulitlane, and Two-Lane Highways","Shoulder treatments","Shoulder width ","Pave deteriorated shoulder (>8 ft)",-3,1.03,"Fixed object,Head on,Run off road,Sideswipe","K (fatal)","Not specified","Urban",2013,3,"Deteriorated paved shoulder (> 8 ft)","","","","","no","Before/after using empirical Bayes or full Bayes","IL","","","","","","","","","","","","","","","","",2000,2006,"no","","","","","","","","","","","Multilane","","","","","All","","2015-03-11","Crash type is \"Run-off-road right, then head-on and sideswiped with a vehicle in the opposite direction; Run-off-road right, then sideswiped with a vehicle in the same direction of multilane highways; Run-off-road right, then collided with fixed object on the right; Run-off-road right, then collided with fixed object on the left; Run-off-road right, then overturned in road or roadside involving single vehicle; and Run-off-road right, then overturned in road or roadside involving multiple vehicles\""]
[6274,"Safety Effects of Shoulder Paving for Rural and Urban Interstate, Mulitlane, and Two-Lane Highways","Shoulder treatments","Shoulder width ","Widen paved shoulder from 4 ft to 6 ft",2,0.98,"Fixed object,Head on,Run off road,Sideswipe","K (fatal)","Not specified","Rural",2013,3,"4 ft paved shoulder","",0.1,"",1E-3,"no","Before/after using empirical Bayes or full Bayes","IL","","","","","","","","","","","","","","","","",2000,2006,"no","","","","","","","","","","","Multilane","","","","","All","","2015-03-11","Crash type is \"Run-off-road right, then head-on and sideswiped with a vehicle in the opposite direction; Run-off-road right, then sideswiped with a vehicle in the same direction of multilane highways; Run-off-road right, then collided with fixed object on the right; Run-off-road right, then collided with fixed object on the left; Run-off-road right, then overturned in road or roadside involving single vehicle; and Run-off-road right, then overturned in road or roadside involving multiple vehicles\""]
[6289,"Safety Effects of Shoulder Paving for Rural and Urban Interstate, Mulitlane, and Two-Lane Highways","Shoulder treatments","Shoulder width ","Widen paved shoulder from 4 ft to 6 ft",-4,1.04,"Fixed object,Head on,Run off road,Sideswipe","O (property damage only)","Not specified","Urban",2013,3,"4 ft paved shoulder","",5,"",0.05,"no","Before/after using empirical Bayes or full Bayes","IL","","","","","","","","","","","","","","","","",2000,2006,"no","","","","","","","","","","","Multilane","","","","","All","","2015-03-11","Crash type is \"Run-off-road right, then head-on and sideswiped with a vehicle in the opposite direction; Run-off-road right, then sideswiped with a vehicle in the same direction of multilane highways; Run-off-road right, then collided with fixed object on the right; Run-off-road right, then collided with fixed object on the left; Run-off-road right, then overturned in road or roadside involving single vehicle; and Run-off-road right, then overturned in road or roadside involving multiple vehicles\""]
[6305,"Safety Effects of Shoulder Paving for Rural and Urban Interstate, Mulitlane, and Two-Lane Highways","Shoulder treatments","Shoulder width ","Widen paved shoulder from 4 ft to 8 ft",41,0.59,"Fixed object,Head on,Run off road,Sideswipe","O (property damage only)","Not specified","Rural",2013,3,"4 ft paved shoulder","",1,"",0.01,"no","Before/after using empirical Bayes or full Bayes","IL","","","","","","","","","","","","","","","","",2000,2006,"no","","","","","","","","","","",2,"","","","","All","","2015-03-11","Crash type is \"Run-off-road right, then head-on and sideswiped with a vehicle in the opposite direction; Run-off-road right, then sideswiped with a vehicle in the same direction of multilane highways; Run-off-road right, then collided with fixed object on the right; Run-off-road right, then collided with fixed object on the left; Run-off-road right, then overturned in road or roadside involving single vehicle; and Run-off-road right, then overturned in road or roadside involving multiple vehicles\""]
[6322,"Safety Effects of Shoulder Paving for Rural and Urban Interstate, Mulitlane, and Two-Lane Highways","Shoulder treatments","Shoulder width ","Widen paved shoulder from 6 ft to 8 ft",-4,1.04,"Fixed object,Head on,Run off road,Sideswipe","O (property damage only)","Not specified","Rural",2013,3,"6 ft wide paved shoulder","",6,"",0.06,"no","Before/after using empirical Bayes or full Bayes","IL","","","","","","","","","","","","","","","","",2000,2006,"no","","","","","","","","","","","Multilane","","","","","All","","2015-03-11","Crash type is \"Run-off-road right, then head-on and sideswiped with a vehicle in the opposite direction; Run-off-road right, then sideswiped with a vehicle in the same direction of multilane highways; Run-off-road right, then collided with fixed object on the right; Run-off-road right, then collided with fixed object on the left; Run-off-road right, then overturned in road or roadside involving single vehicle; and Run-off-road right, then overturned in road or roadside involving multiple vehicles\""]
[6327,"Safety Effects of Shoulder Paving for Rural and Urban Interstate, Mulitlane, and Two-Lane Highways","Shoulder treatments","Shoulder width ","Widen shoulder (paved) (from 0 to 4 ft)",14,0.86,"Fixed object,Head on,Run off road,Sideswipe","K (fatal)","Principal Arterial Interstate","Rural",2013,3,"No paved shoulder","","","","","no","Before/after using empirical Bayes or full Bayes","IL","","","","","","","","","","","","","","","","",2000,2006,"no","","","","","","","","","","","","","","","","All","","2015-03-11","Crash type is \"Run-off-road right, then head-on and sideswiped with a vehicle in the opposite direction; Run-off-road right, then sideswiped with a vehicle in the same direction of multilane highways; Run-off-road right, then collided with fixed object on the right; Run-off-road right, then collided with fixed object on the left; Run-off-road right, then overturned in road or roadside involving single vehicle; and Run-off-road right, then overturned in road or roadside involving multiple vehicles\""]
[6342,"Safety Effects of Shoulder Paving for Rural and Urban Interstate, Mulitlane, and Two-Lane Highways","Shoulder treatments","Shoulder width ","Widen shoulder (paved) (from 0 to 4 ft)",46,0.54,"Fixed object,Head on,Run off road,Sideswipe","O (property damage only)","Principal Arterial Interstate","Urban",2013,3,"No paved shoulder","","","","","no","Before/after using empirical Bayes or full Bayes","IL","","","","","","","","","","","","","","","","",2000,2006,"no","","","","","","","","","","","","","","","","All","","2015-03-11","Crash type is \"Run-off-road right, then head-on and sideswiped with a vehicle in the opposite direction; Run-off-road right, then sideswiped with a vehicle in the same direction of multilane highways; Run-off-road right, then collided with fixed object on the right; Run-off-road right, then collided with fixed object on the left; Run-off-road right, then overturned in road or roadside involving single vehicle; and Run-off-road right, then overturned in road or roadside involving multiple vehicles\""]
[6357,"Safety Effects of Shoulder Paving for Rural and Urban Interstate, Mulitlane, and Two-Lane Highways","Shoulder treatments","Shoulder width ","Widen shoulder (paved) (from 0 to 6 ft)",43,0.56999999999999995,"Fixed object,Head on,Run off road,Sideswipe","O (property damage only)","Principal Arterial Interstate","Rural",2013,3,"No paved shoulder","","","","","no","Before/after using empirical Bayes or full Bayes","IL","","","","","","","","","","","","","","","","",2000,2006,"no","","","","","","","","","","","","","","","","All","","2015-03-11","Crash type is \"Run-off-road right, then head-on and sideswiped with a vehicle in the opposite direction; Run-off-road right, then sideswiped with a vehicle in the same direction of multilane highways; Run-off-road right, then collided with fixed object on the right; Run-off-road right, then collided with fixed object on the left; Run-off-road right, then overturned in road or roadside involving single vehicle; and Run-off-road right, then overturned in road or roadside involving multiple vehicles\""]
[6375,"Safety Effects of Shoulder Paving for Rural and Urban Interstate, Mulitlane, and Two-Lane Highways","Shoulder treatments","Shoulder width ","Widen shoulder (paved) (from 0 to 8 ft)",62,0.38,"Fixed object,Head on,Run off road,Sideswipe","O (property damage only)","Principal Arterial Interstate","Rural",2013,3,"No paved shoulder","","","","","no","Before/after using empirical Bayes or full Bayes","IL","","","","","","","","","","","","","","","","",2000,2006,"no","","","","","","","","","","","","","","","","All","","2015-03-11","Crash type is \"Run-off-road right, then head-on and sideswiped with a vehicle in the opposite direction; Run-off-road right, then sideswiped with a vehicle in the same direction of multilane highways; Run-off-road right, then collided with fixed object on the right; Run-off-road right, then collided with fixed object on the left; Run-off-road right, then overturned in road or roadside involving single vehicle; and Run-off-road right, then overturned in road or roadside involving multiple vehicles\""]
[6392,"Safety effects of an extensive black spot treatment programme in Flanders-Belgium","Intersection geometry","Other","Implement black spot treatment programme",33,0.67,"All","A (serious injury),B (minor injury),C (possible injury)","Not specified","All",2014,4,"","",7,"",7.0000000000000007E-2,"no","Before/after using empirical Bayes or full Bayes","notusa","","","","","","","","","","","","","","","","",2000,2008,"yes","","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Uncontrolled","","All","","2015-03-11","Comparison group 1 (black spots treated after 2008)"]
[6602,"Estimating the Crash Reduction and Vehicle Dynamics Effects of Flashing LED Stop Signs","Intersection traffic control","Traffic control visibility ","Replace standard stop sign with flashing LED stop sign",41.5,0.58499999999999996,"Angle","All","Not specified","Not specified",2014,3,"Intersection with standard stop signs","",18.5,"",0.185,"no","Before/after using empirical Bayes or full Bayes","MN","","",15,15,"","","","","","","","","","","","",2002,2012,"yes","Average Daily Traffic (ADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","All","","2015-06-22","The authors used a hierarchical Bayes before-after method."]
[6613,"Evaluating the Need for Surface Treatments to Reduce Crash Frequency on Horizontal Curves","Roadway","Pavement condition and friction ","Change pavement friction from 40 to SK (in friction number)","",{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/SKCMF_2lane_allcrash.JPG\")","v":"http://www.cmfclearinghouse.org/functionimages/SKCMF_2lane_allcrash.JPG"},"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","All","Not specified",2014,3,"","","","","","no","Regression cross-section","TX","",386,"","",4051,"","",3772,"","","","","","","","",2007,2011,"no","Average Daily Traffic (ADT)",14,40200,1443,"","","","","","",2,"","","",60,"Not specified","Undivided","2015-06-22","This CMF is for crashes on horizontal curves.For situations where the existing (prior) condition is not friction number of 40, calculate CMFs separately for the existing condition and the proposed condition and then divide the proposed condition CMF by the existing condition CMF to arrive at the final CMF."]
[6628,"Evaluating the Need for Surface Treatments to Reduce Crash Frequency on Horizontal Curves","Alignment","None","Change horizontal curve radius from straight tangent to radius of R feet (at speed limit of V in mph)","",{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/rcmf_4laneUndiv_wet.JPG\")","v":"http://www.cmfclearinghouse.org/functionimages/rcmf_4laneUndiv_wet.JPG"},"Wet road","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Interstate","",2014,2,"","","","","","no","Regression cross-section","TX","","","","","","","",65,"","","","","","","","",2007,2011,"no","Average Daily Traffic (ADT)",412,34400,9045,"","","","","","",4,"","","",75,"Not specified","Undivided","2015-06-22","For situations where the existing (prior) condition is not a straight tangent, calculate CMFs separately for the existing condition and the proposed condition and then divide the proposed condition CMF by the existing condition CMF to arrive at the final CMF."]
[6648,"Evaluating the Need for Surface Treatments to Reduce Crash Frequency on Horizontal Curves","Shoulder treatments","Shoulder width ","Change shoulder width from 8 ft to SW (in feet)","",{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/iswcmf_4laneDiv_rorwet.JPG\")","v":"http://www.cmfclearinghouse.org/functionimages/iswcmf_4laneDiv_rorwet.JPG"},"Run off road,Wet road","K (fatal),A (serious injury),B (minor injury),C (possible injury)","All","",2014,2,"","","","","","no","Regression cross-section","TX","","","","","","","",286,"","","","","","","","",2007,2011,"no","Average Daily Traffic (ADT)",972,70368,15633,"","","","","","",4,"","","",80,"Not specified","Divided by Median","2015-06-22","This CMF is for crashes on horizontal curves. For situations where the existing (prior) condition is not an 8 ft shoulder width, calculate CMFs separately for the existing condition and the proposed condition and then divide the proposed condition CMF by the existing condition CMF to arrive at the final CMF."]
[6661,"Exploration and comparison of crash modification factors for multiple treatments on rural multilane roadways","Shoulder treatments","Shoulder width ","Widen shoulder",38.299999999999997,0.61699999999999999,"All","All","Not specified","Rural",2014,4,"Original shoulder width 4-6 ft","",7.8,"",7.8E-2,"no","Other before/after","FL","","",44,"","","","","","","","","","","","","",2003,2012,"no","Annual Average Daily Traffic (AADT)",2000,50000,"","","","","","","","multi","","","","","","","2015-06-22","Before condition shoulder width between 4-6 ft. Study method was either EB or CG, the authors chose the method that had the lowest SE."]
[6676,"Exploration and comparison of crash modification factors for multiple treatments on rural multilane roadways","Shoulder treatments","Shoulder width ","Widen shoulder",{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/407 CRF widen shoulder KABC.jpg\")","v":"http://www.cmfclearinghouse.org/functionimages/407 CRF widen shoulder KABC.jpg"},{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/407 CMF widen shoulder KABC.jpg\")","v":"http://www.cmfclearinghouse.org/functionimages/407 CMF widen shoulder KABC.jpg"},"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2014,4,"Original shoulder width 4-12 ft","","","","","no","Other before/after","FL","","","","","",463150,"","","","","","","","","","",2003,2012,"no","Annual Average Daily Traffic (AADT)",2000,50000,"","","","","","","","multi","","","","","","","2015-06-22","Before condition shoulder width between 4-12 ft. Study method was either EB or CG, the authors chose the method that had the lowest SE."]
[6698,"Safety Impacts of Highway Shoulder Attributes in Illinois","Shoulder treatments","Shoulder type ","Pave shoulder",9,0.91,"Fixed object,Head on,Run off road,Sideswipe","K (fatal)","Not specified","Urban",2011,3,"Deteriorated shoulder","","","","","no","Before/after using empirical Bayes or full Bayes","IL","","NULL","","","NULL","","","NULL","","","NULL","","","NULL","","",2000,2006,"no","Annual Average Daily Traffic (AADT)","",10000,"","","","NULL","","","NULL",2,"","","","35-55","All","Undivided","2015-06-22","This CMF applies to urban two-lane highways with less than or equal to 10,000 vehicles per day. Crash types include head-on, sideswipe same direction (for multilane highways), sideswipe opposite direction, fixed object, and overturn in road or roadside"]
[6699,"Safety Impacts of Highway Shoulder Attributes in Illinois","Shoulder treatments","Shoulder type ","Pave shoulder",7,0.93,"Fixed object,Head on,Run off road,Sideswipe","A (serious injury),B (minor injury),C (possible injury)","Not specified","Urban",2011,3,"Deteriorated shoulder","","","","","no","Before/after using empirical Bayes or full Bayes","IL","","NULL","","","NULL","","","NULL","","","NULL","","","NULL","","",2000,2006,"no","Annual Average Daily Traffic (AADT)","",10000,"","","","NULL","","","NULL",2,"","","","35-55","All","Undivided","2015-06-22","This CMF applies to urban two-lane highways with less than or equal to 10,000 vehicles per day. Crash types include head-on, sideswipe same direction (for multilane highways), sideswipe opposite direction, fixed object, and overturn in road or roadside"]
[6718,"Safety Impacts of Highway Shoulder Attributes in Illinois","Shoulder treatments","Shoulder type ","Pave shoulder",-35,1.35,"Fixed object,Head on,Run off road,Sideswipe","O (property damage only)","Principal Arterial Interstate","Urban",2011,3,"Deteriorated shoulder","","","","","no","Before/after using empirical Bayes or full Bayes","IL","","NULL","","","NULL","","","NULL","","","NULL","","","NULL","","",2000,2006,"no","Annual Average Daily Traffic (AADT)",5000,10000,"","","","NULL","","","NULL","","","","","45-65","All","Divided by Median","2015-06-22","This CMF applies to urban interstates with 5,000 to 10,000 vehicles per lane daily traffic. Crash types include head-on, sideswipe same direction (for multilane highways), sideswipe opposite direction, fixed object, and overturn in road or roadside"]
[6729,"Safety Impacts of Highway Shoulder Attributes in Illinois","Shoulder treatments","Shoulder type ","Add new paved shoulder",3,0.97,"Fixed object,Head on,Run off road,Sideswipe","A (serious injury),B (minor injury),C (possible injury)","Not specified","Urban",2011,3,"No paved shoulder","","","","","no","Before/after using empirical Bayes or full Bayes","IL","","NULL","","","NULL","","","NULL","","","NULL","","","NULL","","",2000,2006,"no","Annual Average Daily Traffic (AADT)",5000,10000,"","","","NULL","","","NULL","Multilane","","","","35-65","All","","2015-06-22","This CMF applies to urban multilane highways with 5,000 to 10,000 vehicles per lane daily traffic. This CMF applies to shoulder related crashes, which were defined as fixed object, head-on, run-off-road, sideswipe opposite direction, and sideswipe same direction."]
[6747,"Safety Impacts of Highway Shoulder Attributes in Illinois","Shoulder treatments","Shoulder type ","Pave shoulder",-22,1.22,"Fixed object,Head on,Run off road,Sideswipe","A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Interstate","Urban",2011,4,"Deteriorated shoulder","","","","","no","Before/after using empirical Bayes or full Bayes","IL","","NULL","","","NULL","","","NULL","","","NULL","","","NULL","","",2000,2006,"no","","","","","","","NULL","","","NULL","","","","","45-65","All","Divided by Median","2015-06-22","This CMF applies to urban interstates with outside paved shoulders wider than 8 feet. Crash types include head-on, sideswipe same direction (for multilane highways), sideswipe opposite direction, fixed object, and overturn in road or roadside"]
[6766,"Safety Impacts of Highway Shoulder Attributes in Illinois","Shoulder treatments","Shoulder type ","Add new paved shoulder",11,0.89,"Fixed object,Head on,Run off road,Sideswipe","O (property damage only)","Not specified","Urban",2011,3,"No paved shoulder","","","","","no","Before/after using empirical Bayes or full Bayes","IL","","NULL","","","NULL","","","NULL","","","NULL","","","NULL","","",2000,2006,"no","","","","","","","NULL","","","NULL",2,"","","","35-55","All","Undivided","2015-06-22","This CMF applies to urban two-lane highways with an outside paved shoulder width less than or equal to 8 ft. This CMF applies to shoulder related crashes, which were defined as fixed object, head-on, run-off-road, sideswipe opposite direction, and sideswipe same direction."]
[6781,"Safety Impacts of Highway Shoulder Attributes in Illinois","Shoulder treatments","Shoulder type ","Pave shoulder",16,0.84,"Fixed object,Head on,Run off road,Sideswipe","O (property damage only)","Not specified","Urban",2011,3,"Deteriorated shoulder","","","","","no","Before/after using empirical Bayes or full Bayes","IL","","NULL","","","NULL","","","NULL","","","NULL","","","NULL","","",2000,2006,"no","","","","","","","NULL","","","NULL","Multilane","","","","35-65","All","","2015-06-22","This CMF applies to urban multilane highways with a lane width less than or equal to 12 ft. Crash types include head-on, sideswipe same direction (for multilane highways), sideswipe opposite direction, fixed object, and overturn in road or roadside"]
[6782,"Safety Impacts of Highway Shoulder Attributes in Illinois","Shoulder treatments","Shoulder type ","Pave shoulder",17,0.83,"Fixed object,Head on,Run off road,Sideswipe","K (fatal)","Not specified","Urban",2011,3,"Deteriorated shoulder","","","","","no","Before/after using empirical Bayes or full Bayes","IL","","NULL","","","NULL","","","NULL","","","NULL","","","NULL","","",2000,2006,"no","","","","","","","NULL","","","NULL",2,"","","","35-55","All","Undivided","2015-06-22","This CMF applies to urban two-lane highways with a lane width less than or equal to 12 ft. Crash types include head-on, sideswipe same direction (for multilane highways), sideswipe opposite direction, fixed object, and overturn in road or roadside"]
[6799,"Safety Impacts of Highway Shoulder Attributes in Illinois","Shoulder treatments","Shoulder type ","Add new paved shoulder",31,0.69,"Fixed object,Head on,Run off road,Sideswipe","O (property damage only)","Not specified","Urban",2011,3,"No paved shoulder","","","","","no","Before/after using empirical Bayes or full Bayes","IL","","NULL","","","NULL","","","NULL","","","NULL","","","NULL","","",2000,2006,"no","","","","","","","NULL","","","NULL",2,"","","","35-55","All","Undivided","2015-06-22","This CMF applies to urban two-lane highways with a lane width less than or equal to 12 ft. This CMF applies to shoulder related crashes, which were defined as fixed object, head-on, run-off-road, sideswipe opposite direction, and sideswipe same direction."]
[6815,"Safety Impacts of Highway Shoulder Attributes in Illinois","Shoulder treatments","Shoulder type ","Pave shoulder",-21,1.21,"Fixed object,Head on,Run off road,Sideswipe","K (fatal)","Principal Arterial Interstate","Urban",2011,3,"Deteriorated shoulder","","","","","no","Before/after using empirical Bayes or full Bayes","IL","","NULL","","","NULL","","","NULL","","","NULL","","","NULL","","",2000,2006,"no","","","","","","","NULL","","","NULL","","","","","45-65","All","Divided by Median","2015-06-22","This CMF applies to urban interstates with a combined lane width and outside paved shoulder width greater than 20 ft. Crash types include head-on, sideswipe same direction (for multilane highways), sideswipe opposite direction, fixed object, and overturn in road or roadside"]
[6834,"Safety Impacts of Highway Shoulder Attributes in Illinois","Shoulder treatments","Shoulder type ","Add new paved shoulder",3,0.97,"Fixed object,Head on,Run off road,Sideswipe","A (serious injury),B (minor injury),C (possible injury)","Not specified","Urban",2011,3,"No paved shoulder","","","","","no","Before/after using empirical Bayes or full Bayes","IL","","NULL","","","NULL","","","NULL","","","NULL","","","NULL","","",2000,2006,"no","","","","","","","NULL","","","NULL","Multilane","","","","35-65","All","","2015-06-22","This CMF applies to urban multilane highways with a combined lane width and outside paved shoulder width less than or equal to 20 ft. This CMF applies to shoulder related crashes, which were defined as fixed object, head-on, run-off-road, sideswipe opposite direction, and sideswipe same direction."]
[6851,"Safety Evaluation of Centerline Plus Shoulder Rumble Strips","Roadway","Roadway rumble strips ","Install centerline and shoulder rumble strips",22.9,0.77100000000000002,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2015,5,"No rumble strips in PA and MO. Existing shoulder rumble strips in KY (CL rumble strips as retrofits)","",3.4,"",3.4000000000000002E-2,"no","Before/after using empirical Bayes or full Bayes","KY,MO,PA","","","","","",842,842,"",2530,761,"",6249,2562,"","","","","","no","Annual Average Daily Traffic (AADT)",154,25796,"","","","","","","",2,"","","","","All","Undivided","2015-11-01","CMF for injury crashes (K, A, B, C) for 2-lane rural roads excludes intersection-related and animal crashes."]
[6866,"Empirical Bayes Before-After Study on Safety Effect of Narrow Pavement Widening Projects in Texas","Roadway","Other","Widen Narrow Pavement",30.7,0.69299999999999995,"All","A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2015,4,"Total pavement width of 18 to 22 ft","",8,"",0.08,"no","Before/after using empirical Bayes or full Bayes","TX","","",22,22,"",77.88,77.88,"",220,120,"",324.5,350.5,"",91.67,99,2003,2012,"no","Annual Average Daily Traffic (AADT)",487,7417,2573,"","","","","","",2,"","","","","All","Undivided","2015-11-01","This CMF applies to narrow pavements, with an initial condition of 9 to 11 foot travel lanes and no shoulder. The after condition consists of additional lane width and/or a narrow shoulder to increase the directional width by 1 to 9 ft."]
[6871,"Effect of Stopping Sight Distance on Crashes at Crest Vertical Curves on Rural Two-Lane Highways","Alignment","None","Presence of a horizontal curve, intersection, or driveway in a sight restricted area",-62,1.62,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2015,3,"No hidden intersection, driveway, or curve","",34,"",0.34,"no","Regression cross-section","WA","",452,"","",147.30000000000001,"","",365,"","","","","","","","","","","no","Annual Average Daily Traffic (AADT)","","",2639,"","","","","","",2,"","","","25 - 65","Not specified","Undivided","2015-11-01","This CMF applies to crest vertical curves"]
[6888,"Evaluation of Dynamic Speed Feedback Signs on Curves: A National Demonstration Project","Advanced technology and ITS","None","Install dynamic speed feedback sign",5,0.95,"Single vehicle","All","Not specified","Rural",2015,3,"High-crash curve sites with identified speeding problem","",2,"",0.02,"no","Before/after using empirical Bayes or full Bayes","AZ,FL,IA,OH,OR,TX,WA","","",20,20,"","","","",73,23,"","","","","","",2005,2013,"no","Annual Average Daily Traffic (AADT)",400,8400,"","","","","","","",2,"","","","50-65","All","Undivided","2015-11-01","This CMF applies to two-lane rural horizontal curves for crashes in the direction of the DSFS system."]
[6914,"NCHRP Report 794: Median Cross-Section Design for Rural Divided Highways","Roadside","Clear zone ","Flatten side slopes",9.1999999999999993,0.90800000000000003,"Cross median,Fixed object,Run off road,Other","All","Not specified","Rural",2014,3,"Traversable median with unspecific sideslope ratio","",5.6,"",5.6000000000000001E-2,"no","Regression cross-section","WA","","","","",24,"","","","","","","","","","","",2001,2005,"no","Average Daily Traffic (ADT)","","","","","","","","","",4,"","","","","All","Divided by Median","2015-11-01","This CMF applies to a unit decrease in median slope ratio for median-related crashes on four-lane non-freeways with a traversable median. Median related crashes include rollover crashes in the median, non-barrier fixed object crashes, crash-involved vehicle comes to a rest in the median, vehicle departs and returns to original traveled way, and cross-median crashes."]
[6929,"NCHRP Report 794: Median Cross-Section Design for Rural Divided Highways","Roadside","Clear zone ","Flatten side slopes",-28,1.28,"Other","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2014,3,"Traversable median with unspecific sideslope ratio","",11.1,"",0.111,"no","Regression cross-section","CA","","","","",27,"","","","","","","","","","","",2001,2005,"no","Average Daily Traffic (ADT)","","","","","","","","","",4,"","","","","All","Divided by Median","2015-11-01","This CMF applies to a unit decrease in median slope ratio for rollover crashes  on four-lane non-freeways with a traversable median."]
[6944,"NCHRP Report 794: Median Cross-Section Design for Rural Divided Highways","Shoulder treatments","Shoulder width ","Increase median shoulder width",6.4,0.93600000000000005,"Other","All","Principal Arterial Other Freeways and Expressways","Rural",2014,3,"Median shoulder with unspecified width","",4.2,"",4.2000000000000003E-2,"no","Regression cross-section","CA","","","","",303,"","","","","","","","","","","",2001,2005,"no","Average Daily Traffic (ADT)","","","","","","","","","",4,"","","","","All","Divided by Median","2015-11-01","This CMF applies to a one foot increase in median shoulder width for rollover crashes on four-lane freeways with traversable medians."]
[6951,"NCHRP Report 794: Median Cross-Section Design for Rural Divided Highways","Shoulder treatments","Shoulder width ","Increase median shoulder width",10.1,0.89900000000000002,"Other","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2014,2,"Median shoulder with unspecified width","",4.3,"",4.2999999999999997E-2,"no","Regression cross-section","MO","","","","",301,"","","","","","","","","","","",2002,2007,"no","Average Daily Traffic (ADT)","","","","","","","","","",4,"","","","","All","Divided by Median","2015-11-01","This CMF applies to a one foot increase in median shoulder width for other median-related crashes on four-lane non-freeways with traversable medians."]
[6963,"NCHRP Report 794: Median Cross-Section Design for Rural Divided Highways","Access management","None","Provide on-ramp",-55.7,1.5569999999999999,"Other","All","Principal Arterial Other Freeways and Expressways","Rural",2014,4,"No on-ramp present","",24.8,"",0.248,"no","Regression cross-section","CA,NC,OH,PA,WA","","","","",102,"","","","","","","","","","","",2000,2006,"no","Average Daily Traffic (ADT)","","","","","","","","","",6,"","","","","All","Divided by Median","2015-11-01","This CMF applies to the presence of an on-ramp for other median-related crashes on six-lane freeways with traversable medians."]
[6978,"NCHRP Report 794: Median Cross-Section Design for Rural Divided Highways","Roadside","Clear zone ","Increase Median Width",0.53,0.995,"Cross median,Fixed object,Run off road,Other","All","Principal Arterial Other Freeways and Expressways","Rural",2014,3,"Median of unspecified width with barrier","",0.38,"",4.0000000000000001E-3,"no","Regression cross-section","CA,MO,NC,OH,PA,WA","","","","","","","","","","","","","","","","",2000,2007,"no","Average Daily Traffic (ADT)","","","","","","","","","",4,"","","","","All","Divided by Median","2015-11-01","This CMF applies to increasing median width by one foot for median-related crashes on four-lane freeways with semi-rigid median barriers. Median-related crashes include hit barrier, cross-median crash, non-collision cross-median crash, rollover, fixed-object, and other median related."]
[6997,"NCHRP Report 794: Median Cross-Section Design for Rural Divided Highways","Roadside","Clear zone ","Increase Median Width",0.32,0.997,"Other","All","Principal Arterial Other Freeways and Expressways","Rural",2014,3,"Median of unspecified width with barrier","",0.24,"",2E-3,"no","Regression cross-section","CA,MO,NC,OH,PA,WA","","","","","","","","","","","","","","","","",2000,2007,"no","Average Daily Traffic (ADT)","","","","","","","","","",4,"","","","","All","Divided by Median","2015-11-01","This CMF applies to increasing median width by one foot for other median-related crashes on four-lane freeways with semi-rigid median barriers."]
[7012,"Evaluation of Pavement Safety Performance","Roadway","Pavement condition and friction ","Improve pavement friction (Chip Seal)","",0.82899999999999996,"Run off road,Wet road","All","Not specified","All",2015,5,"","","","",6.2E-2,"no","Before/after using empirical Bayes or full Bayes","CA,MN,NC,PA","","","","","",2448,2448,"","","","","","","","","",2000,2011,"no","Annual Average Daily Traffic (AADT)",170,24792,2751,"","","","","","",2,"","","","","","All","2015-11-01",""]
[7017,"Evaluation of Pavement Safety Performance","Roadway","Pavement condition and friction ","Improve pavement friction (Diamond grinding)","",0.95,"Dry weather","All","Principal Arterial Other Freeways and Expressways","All",2015,5,"","","","",1.2E-2,"no","Before/after using empirical Bayes or full Bayes","CA,MN,NC","","","","","",141,141,"","","","","","","","","",2000,2011,"no","Annual Average Daily Traffic (AADT)",10240,278200,94858,"","","","","","","","","","","","All","Divided by Median","2015-11-01",""]
[7029,"NCHRP Report 794: Median Cross-Section Design for Rural Divided Highways","Roadside","Median barriers ","Install median barrier",-50,1.5,"Cross median,Fixed object,Run off road,Other","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other Freeways and Expressways","Rural",2014,3,"No median barrier present","",9.15,"",9.1999999999999998E-2,"no","Before/after using empirical Bayes or full Bayes","NC,OH","","",63,63,"","","","","","","","","","","","",2000,2005,"no","Average Daily Traffic (ADT)","","","","","","","","","",4,"","","","","All","Divided by Median","2015-11-01","This CMF applies to all median-related crashes for semi-rigid barriers installed on four-lane freeways."]
[7046,"Evaluation of Pavement Safety Performance","Roadway","Pavement condition and friction ","Improve pavement friction (OGFC-Open Graded Friction Course)","",1.1279999999999999,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","All",2015,4,"","","","",5.2999999999999999E-2,"no","Before/after using empirical Bayes or full Bayes","CA","","","","","",232,232,"","","","","","","","","",2000,2009,"no","Annual Average Daily Traffic (AADT)",324,37122,8261,"","","","","","",2,"","","","","All","All","2015-11-01",""]
[7065,"Evaluation of Pavement Safety Performance","Roadway","Pavement condition and friction ","Improve pavement friction (Microsurfacing)","",0.92500000000000004,"Run off road","All","Not specified","All",2015,4,"","","","",0.125,"no","Before/after using empirical Bayes or full Bayes","CA,MN,NC","","","","","",57.59,57.59,"","","","","","","","","",2000,2010,"no","Annual Average Daily Traffic (AADT)",4242,51122,27385,"","","","","","","Multi","","","","","All","All","2015-11-01",""]
[7080,"Evaluation of Pavement Safety Performance","Roadway","Pavement condition and friction ","Improve pavement friction (Slurry seal)","",0.93100000000000005,"All","All","Not specified","All",2015,4,"","","","",4.3999999999999997E-2,"no","Before/after using empirical Bayes or full Bayes","CA,NC","","","","","",105.32,105.32,"","",697,"","","","","","",2000,2010,"no","Annual Average Daily Traffic (AADT)",321,27000,7511,"","","","","","",2,"","","","","All","All","2015-11-01",""]
[7085,"Evaluation of Pavement Safety Performance","Roadway","Pavement condition and friction ","Improve pavement friction (UTBWC-Ultra thin bonded wearing course)","",0.99399999999999999,"All","All","Principal Arterial Other Freeways and Expressways","All",2015,4,"","","","",1.9E-2,"no","Before/after using empirical Bayes or full Bayes","CA,NC,PA","","","","","",108.75,108.75,"","",4365,"","","","","","",2000,2011,"no","Annual Average Daily Traffic (AADT)",7600,153167,59304,"","","","","","","","","","","","All","Divided by Median","2015-11-01",""]
[7099,"NCHRP Report 794: Median Cross-Section Design for Rural Divided Highways","Roadside","Median barriers ","Install median barrier",74,0.26,"Cross median,Other","All","Principal Arterial Other Freeways and Expressways","Rural",2014,3,"No median barrier present","",25.9,"",0.25900000000000001,"no","Before/after using empirical Bayes or full Bayes","NC,OH","","",25,25,"","","","","","","","","","","","",2000,2005,"no","Average Daily Traffic (ADT)","","","","","","","","","",6,"","","","","All","Divided by Median","2015-11-01","This CMF applies to cross-median and non-collision cross-median crashes for flexible barriers installed on six-lane freeways."]
[7114,"NCHRP Report 794: Median Cross-Section Design for Rural Divided Highways","Roadside","Median barriers ","Install median barrier",-132,2.3199999999999998,"Fixed object","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other Freeways and Expressways","Rural",2014,5,"No median barrier present","",19.82,"",0.19800000000000001,"no","Before/after using empirical Bayes or full Bayes","MO,NC,OH","","",238,238,"","","","","","","","","","","","",2000,2007,"no","Average Daily Traffic (ADT)","","","","","","","","","",4,"","","","","All","Divided by Median","2015-11-01","This CMF applies to all fixed-object crashes for flexible barriers installed on four-lane freeways."]
[7133,"NCHRP Report 794: Median Cross-Section Design for Rural Divided Highways","Roadside","Clear zone ","Increase Median Width",2.79,0.97199999999999998,"Other","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other Freeways and Expressways","Rural",2014,2,"Median of unspecified width with barrier","",2,"",0.02,"no","Regression cross-section","CA","","","","","","","","","","","","","","","","",2001,2005,"no","Average Daily Traffic (ADT)","","","","","","","","","",6,"","","","","All","Divided by Median","2015-11-01","This CMF applies to increasing median width by one foot for other median-related crashes on six-lane freeways with semi-rigid median barriers."]
[7148,"NCHRP Report 794: Median Cross-Section Design for Rural Divided Highways","Roadside","Clear zone ","Flatten side slopes",-29.14,1.2909999999999999,"Other","All","Principal Arterial Other Freeways and Expressways","Rural",2014,4,"Traversable median with unspecific sideslope ratio","",2.69,"",2.7E-2,"no","Regression cross-section","CA,MO,NC,OH,PA,WA","","","","","","","","","","","","","","","","",2000,2007,"no","Average Daily Traffic (ADT)","","","","","","","","","",4,"","","","","All","Divided by Median","2015-11-01","This CMF applies to a unit decrease in median slope ratio for hit-barrier crashes on four-lane freeways with a flexible barrier."]
[7163,"NCHRP Report 794: Median Cross-Section Design for Rural Divided Highways","Roadside","Clear zone ","Flatten side slopes",7.13,0.92900000000000005,"Other","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other Freeways and Expressways","Rural",2014,4,"Traversable median with unspecific sideslope ratio","",2.4,"",2.4E-2,"no","Regression cross-section","CA,MO,NC,OH,PA,WA","","","","","","","","","","","","","","","","",2000,2007,"no","Average Daily Traffic (ADT)","","","","","","","","","",6,"","","","","All","Divided by Median","2015-11-01","This CMF applies to a unit decrease in median slope ratio for hit-barrier crashes on six-lane freeways with a semi-rigid barrier."]
[7169,"Evaluation of Pavement Safety Performance","Roadway","Pavement condition and friction ","Improve pavement friction (UTBWC-Ultra thin bonded wearing course)","",0.872,"All","All","Not specified","All",2015,5,"","","","",5.0999999999999997E-2,"no","Before/after using empirical Bayes or full Bayes","CA,NC,PA","","","","","",42.89,42.89,"","",440,"","","","","","",2000,2011,"no","Annual Average Daily Traffic (AADT)",2508,29444,8740,"","","","","","",2,"","","","","All","Undivided","2015-11-01",""]
[7182,"NCHRP Report 794: Median Cross-Section Design for Rural Divided Highways","Roadside","Clear zone ","Flatten side slopes",16.079999999999998,0.83899999999999997,"Other","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other Freeways and Expressways","Rural",2014,3,"Traversable median with unspecific sideslope ratio","",7.42,"",7.3999999999999996E-2,"no","Regression cross-section","CA,MO,NC,OH,PA,WA","","","","","","","","","","","","","","","","",2000,2007,"no","Average Daily Traffic (ADT)","","","","","","","","","",6,"","","","","All","Divided by Median","2015-11-01","This CMF applies to a unit decrease in median slope ratio for rollover crashes on six-lane freeways with a flexible barrier."]
[7201,"NCHRP Report 794: Median Cross-Section Design for Rural Divided Highways","Roadside","Clear zone ","Flatten side slopes",4.51,0.95499999999999996,"Other","All","Principal Arterial Other Freeways and Expressways","Rural",2014,2,"Traversable median with unspecific sideslope ratio","",2.4700000000000002,"",2.5000000000000001E-2,"no","Regression cross-section","CA","","","","","","","","","","","","","","","","",2001,2005,"no","Average Daily Traffic (ADT)","","","","","","","","","",4,"","","","","All","Divided by Median","2015-11-01","This CMF applies to a unit decrease in median slope ratio for other median-related crashes on four-lane freeways with a rigid barrier."]
[7216,"NCHRP Report 794: Median Cross-Section Design for Rural Divided Highways","Shoulder treatments","Shoulder width ","Increase median shoulder width",-5.08,1.0509999999999999,"Fixed object","All","Principal Arterial Other Freeways and Expressways","Rural",2014,3,"Median shoulder with unspecified width","",1.32,"",1.2999999999999999E-2,"no","Regression cross-section","NC","","","","","","","","","","","","","","","","",2000,2004,"no","Average Daily Traffic (ADT)","","","","","","","","","",4,"","","","","All","Divided by Median","2015-11-01","This CMF applies to a one foot increase in median shoulder width for fixed-object crashes on four-lane freeways with a flexible barrier."]
[7231,"Evaluation of Pavement Safety Performance","Roadway","Pavement condition and friction ","Improve pavement friction (grooving)","",0.746,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other Freeways and Expressways","Rural",2015,2,"Portland cement concrete pavement without grooves","","","",0.14799999999999999,"no","Simple before/after","CA","","","","","",5,5,"",99,39,"",25,20,"","","",2000,2009,"no","Annual Average Daily Traffic (AADT)",27500,29000,27875,"","","","","","",4,"","","","","All","Divided by Median","2015-11-01",""]
[7236,"NCHRP Report 794: Median Cross-Section Design for Rural Divided Highways","Access management","None","Provide on-ramp",-34.53,1.345,"Fixed object","All","Principal Arterial Other Freeways and Expressways","Rural",2014,4,"No on-ramp present","",15.44,"",0.154,"no","Regression cross-section","CA,MO,NC,OH,PA,WA","","","","","","","","","","","","","","","","",2000,2007,"no","Average Daily Traffic (ADT)","","","","","","","","","",4,"","","","","All","Divided by Median","2015-11-01","This CMF applies to the presence of an on-ramp for fixed-object crashes on four-lane freeways with semi-rigid barriers."]
[7260,"Safety Impacts of a Statewide Centerline Rumble Strip Installation Program","Roadway","Roadway rumble strips ","Install centerline and shoulder rumble strips",51.4,0.48599999999999999,"Angle,Head on,Rear end,Sideswipe,Single vehicle,Other","K (fatal)","Principal Arterial Other","Rural",2015,3,"Minimum paved roadway width of 20ft and shoulder width 6ft or greater","",0.66,"",7.0000000000000001E-3,"no","Before/after using empirical Bayes or full Bayes","MI","","","","","","","","",27,15,"","","","","","",2005,2013,"no","Annual Average Daily Traffic (AADT)","","",5092,"","","","","","",2,"","","","","All","Undivided","2015-11-01","Target Crashes (K Injury) = angle, head-on, other, rear end, sideswipe opposite, sideswipe same, and single vehicle"]
[7265,"Development of Crash Modification Factors of Alignment Elements and Safety Countermeasures for Korean Freeways","Delineation","Supplemental delineation ","Install post-mounted delineators",-19,1.19,"All","All","Principal Arterial Other Freeways and Expressways","",2015,4,"No delineator posts","",25.9,"",0.25900000000000001,"no","Before/after using empirical Bayes or full Bayes","notusa","","","","","","","","",425,298,"","","","","","",2001,2008,"no","Annual Average Daily Traffic (AADT)",4000,58000,"","","","","","","","","","","","","All","","2015-11-01","AADT range is for freeways in the reference group."]
[7286,"Safety Effects of Fixed Automated Spray Technology Systems","Advanced technology and ITS","None","Install Fixed Automated Spray Technology (FAST)",58,0.42,"All","All","Principal Arterial Interstate","Urban",2015,2,"No FAST","",8,"",0.08,"no","Before/after using empirical Bayes or full Bayes","CO","","",1,1,"",0.13,0.13,"",33,40,"",0.78,1.95,"",6,15,1992,2013,"no","","","","","","","","","","","","","","","","Day","","2015-11-01","CMF based on observation of one urban Interstate site: I-25 - MP 147.39 - 147.52"]
[7301,"Evaluation of Pavement Safety Performance","Roadway","Pavement condition and friction ","Improve pavement friction (Chip Seal)","",1.141,"Dry weather","All","Not specified","All",2015,4,"","","","",7.4999999999999997E-2,"no","Before/after using empirical Bayes or full Bayes","CA","","","","","",70.33,70.33,"","","","","","","","","",2000,2009,"no","Annual Average Daily Traffic (AADT)",1280,22600,7357,"","","","","","","Multi","","","","","All","All","2015-11-01",""]
[7320,"Evaluation of Pavement Safety Performance","Roadway","Pavement condition and friction ","Improve pavement friction (Chip Seal)","",1.2849999999999999,"Run off road","All","Not specified","All",2015,4,"","","","",0.19900000000000001,"no","Before/after using empirical Bayes or full Bayes","MN","","","","","",251.17,251.17,"","","","","","","","","",2000,2010,"no","Annual Average Daily Traffic (AADT)",314,10141,3088,"","","","","","",2,"","","","","All","All","2015-11-01",""]
[7332,"Evaluation of Pavement Safety Performance","Roadway","Pavement condition and friction ","Improve pavement friction (Chip Seal)","",0.999,"Wet road","All","Not specified","All",2015,4,"","","","",6.2E-2,"no","Before/after using empirical Bayes or full Bayes","PA","","","","","",570,570,"","","","","","","","","",2003,2011,"no","Annual Average Daily Traffic (AADT)",239,19533,2618,"","","","","","",2,"","","","","All","All","2015-11-01",""]
[7335,"Evaluation of Pavement Safety Performance","Roadway","Pavement condition and friction ","Improve pavement friction (Chip Seal)","",0.90800000000000003,"All","All","All","All",2015,4,"","","","",0.02,"no","Before/after using empirical Bayes or full Bayes","CA","","","","","",948.25,948.25,"","",3272,"","","","","","",2000,2009,"no","Annual Average Daily Traffic (AADT)",170,33000,3987,"","","","","","","","","","","","All","All","2015-11-01",""]
[7354,"Evaluation of Pavement Safety Performance","Roadway","Pavement condition and friction ","Improve pavement friction (Diamond grinding)","",0.97499999999999998,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other Freeways and Expressways","All",2015,4,"","","","",0.02,"no","Before/after using empirical Bayes or full Bayes","CA","","","","","",76.260000000000005,76.260000000000005,"","","","","","","","","",2000,2009,"no","Annual Average Daily Traffic (AADT)",14283,278200,138133,"","","","","","","","","","","","All","Divided by Median","2015-11-01",""]
[7369,"Evaluation of Pavement Safety Performance","Roadway","Pavement condition and friction ","Improve pavement friction (Diamond grinding)","",0.64100000000000001,"All","All","Principal Arterial Other Freeways and Expressways","All",2015,4,"","","","",5.7000000000000002E-2,"no","Before/after using empirical Bayes or full Bayes","NC","","","","","",24.09,24.09,"","",139,"","","","","","",2000,2010,"no","Annual Average Daily Traffic (AADT)",31889,53889,42701,"","","","","","","","","","","","All","Divided by Median","2015-11-01",""]
[7388,"Evaluation of Pavement Safety Performance","Roadway","Pavement condition and friction ","Improve pavement friction (Microsurfacing)","",1.0880000000000001,"Run off road","All","Not specified","All",2015,4,"","","","",0.121,"no","Before/after using empirical Bayes or full Bayes","PA","","","","","",152.26,152.26,"","","","","","","","","",2003,2011,"no","Annual Average Daily Traffic (AADT)",679,18838,5752,"","","","","","",2,"","","","","All","Undivided","2015-11-01",""]
[7402,"Evaluation of Pavement Safety Performance","Roadway","Pavement condition and friction ","Improve pavement friction (Microsurfacing)","",1.1399999999999999,"Dry weather","All","All","All",2015,4,"","","","",7.3999999999999996E-2,"no","Before/after using empirical Bayes or full Bayes","MN","","","","","",94.4,94.4,"","","","","","","","","",2000,2010,"no","Annual Average Daily Traffic (AADT)",1926,76350,24654,"","","","","","","","","","","","All","All","2015-11-01",""]
[7403,"Evaluation of Pavement Safety Performance","Roadway","Pavement condition and friction ","Improve pavement friction (Microsurfacing)","",1.105,"Run off road,Wet road","All","All","All",2015,3,"","","","",0.247,"no","Before/after using empirical Bayes or full Bayes","MN","","","","","",94.4,94.4,"","","","","","","","","",2000,2010,"no","Annual Average Daily Traffic (AADT)",1926,76350,24654,"","","","","","","","","","","","All","All","2015-11-01",""]
[7422,"To brake or to accelerate? Safety effects of combined speed and red light cameras","Speed management","None","Installation of fixed combined speed and red light cameras",-14,1.1399999999999999,"Angle,Left turn","All","Not specified","Urban",2014,3,"Intersections without speed and red light cameras","",9,"",0.09,"no","Before/after using empirical Bayes or full Bayes","notusa","Flanders","",95,95,"","","","","","","","","","","","",2000,2008,"yes","","","","","","","","","","","1 to 2","Not specified","Not specified","Signalized","50,70,90 kph","Not specified","","2015-06-22",""]
[7437,"To brake or to accelerate? Safety effects of combined speed and red light cameras","Speed management","None","Installation of fixed combined speed and red light cameras",-38,1.38,"Rear end","All","Not specified","All",2014,3,"Intersections without speed and red light cameras","",12,"",0.12,"no","Before/after using empirical Bayes or full Bayes","notusa","Flanders","",94,94,"","","","","","","","","","","","",2000,2008,"yes","","","","","","","","","","","1 to 2","Not specified","Not specified","Signalized","90 kph","Not specified","","2015-06-22",""]
[7452,"Evaluation of Pavement Safety Performance","Roadway","Pavement condition and friction ","Improve pavement friction (OGFC-Open Graded Friction Course)","",1.06,"All","All","All","All",2015,4,"","","","",1.4E-2,"no","Before/after using empirical Bayes or full Bayes","CA","","","","","",416.03,416.03,"","",9525,"","","","","","",2000,2009,"no","Annual Average Daily Traffic (AADT)",324,234429,31608,"","","","","","","","","","","","All","All","2015-11-01",""]
[7459,"Evaluation of Pavement Safety Performance","Roadway","Pavement condition and friction ","Improve pavement friction (OGFC-Open Graded Friction Course)","",0.746,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other Freeways and Expressways","All",2015,4,"","","","",4.9000000000000002E-2,"no","Before/after using empirical Bayes or full Bayes","NC","","","","","",40.96,40.96,"","","","","","","","","",2000,2010,"no","Annual Average Daily Traffic (AADT)",17563,158656,66006,"","","","","","","","","","","","All","Undivided","2015-11-01",""]
[7486,"Evaluation of Pavement Safety Performance","Roadway","Pavement condition and friction ","Improve pavement friction (Thin HMA-Hot Mix Asphalt)","",0.95499999999999996,"Wet road","All","Not specified","All",2015,4,"","","","",7.4999999999999997E-2,"no","Before/after using empirical Bayes or full Bayes","CA","","","","","",71.87,71.87,"","","","","","","","","",2000,2009,"no","Annual Average Daily Traffic (AADT)",3075,96333,31308,"","","","","","","Multi","","","","","All","All","2015-11-01",""]
[7491,"Evaluation of Pavement Safety Performance","Roadway","Pavement condition and friction ","Improve pavement friction (Thin HMA-Hot Mix Asphalt)","",1.5660000000000001,"Run off road","All","Not specified","All",2015,4,"","","","",8.5999999999999993E-2,"no","Before/after using empirical Bayes or full Bayes","NC","","","","","",201.34,201.34,"","","","","","","","","",2000,2010,"no","Annual Average Daily Traffic (AADT)",984,61962,19323,"","","","","","","Multi","","","","","All","All","2015-11-01",""]
[7506,"Evaluation of Pavement Safety Performance","Roadway","Pavement condition and friction ","Improve pavement friction (Thin HMA-Hot Mix Asphalt)","",1.0129999999999999,"Run off road,Wet road","All","Not specified","All",2015,4,"","","","",5.8000000000000003E-2,"no","Before/after using empirical Bayes or full Bayes","NC","","","","","",2865.59,2865.59,"","","","","","","","","",2000,2010,"no","Annual Average Daily Traffic (AADT)",500,27767,4927,"","","","","","",2,"","","","","All","All","2015-11-01",""]
[7521,"Evaluation of Pavement Safety Performance","Roadway","Pavement condition and friction ","Improve pavement friction (Thin HMA-Hot Mix Asphalt)","",0.75,"Run off road,Wet road","All","All","All",2015,3,"","","","",0.53300000000000003,"no","Before/after using empirical Bayes or full Bayes","MN","","","","","",203.69,203.69,"","","","","","","","","",2000,2010,"no","Annual Average Daily Traffic (AADT)",69,8489,1810,"","","","","","","","","","","","All","All","2015-11-01",""]
[7540,"Evaluation of Pavement Safety Performance","Roadway","Pavement condition and friction ","Improve pavement friction (UTBWC-Ultra thin bonded wearing course)","",0.871,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other Freeways and Expressways","All",2015,4,"","","","",3.5999999999999997E-2,"no","Before/after using empirical Bayes or full Bayes","NC","","","","","",68.650000000000006,68.650000000000006,"","","","","","","","","",2000,2010,"no","Annual Average Daily Traffic (AADT)",10325,153167,67984,"","","","","","","","","","","","All","Divided by Median","2015-11-01",""]
[7551,"Evaluation of Pavement Safety Performance","Roadway","Pavement condition and friction ","Improve pavement friction (UTBWC-Ultra thin bonded wearing course)","",0.95399999999999996,"All","All","All","All",2015,4,"","","","",1.9E-2,"no","Before/after using empirical Bayes or full Bayes","NC","","","","","",94.3,94.3,"","",3940,"","","","","","",2000,2010,"no","Annual Average Daily Traffic (AADT)",2704,153167,51905,"","","","","","","","","","","","All","All","2015-11-01",""]
[7569,"Evaluation of the Safety Effectiveness of the Conversion of Two-Lane Roadways to Four-Lane Divided Roadways: Bayesian vs. Empirical Bayes","Roadway","Number of lanes ","Convert 2 lane roadway to 4 lane divided roadway",28.79,0.71199999999999997,"All","All","Not specified","Rural",2015,4,"2 lane roadway","",7.65,"",7.5999999999999998E-2,"no","Before/after using empirical Bayes or full Bayes","FL","","",43,43,"",32.808,32.808,"",129,113,"","","","","","",2002,2012,"no","Annual Average Daily Traffic (AADT)","","",9539,"","","","","","",2,"","","","","All","Undivided","2015-11-01",""]
[7574,"Evaluation of the Safety Effectiveness of the Conversion of Two-Lane Roadways to Four-Lane Divided Roadways: Bayesian vs. Empirical Bayes","Roadway","Number of lanes ","Convert 2 lane roadway to 4 lane divided roadway",28.59,0.71399999999999997,"All","All","Not specified","Rural",2015,3,"2 lane roadway","",11.03,"",0.11,"no","Before/after using empirical Bayes or full Bayes","FL","","",18,18,"","","","","","","","","","","","",2002,2012,"no","Average Daily Traffic (ADT)",10000,"","","","","","","","",2,"","","","","All","Undivided","2015-11-01","Applies to roadways with AADT greater than or equal to 10,000"]
[7589,"A Before-and-After Empirical Bayes Evaluation of Automated Mobile Speed Enforcement on Urban Arterial Roads","Advanced technology and ITS","None","Implement mobile automated speed enforcement system",19.100000000000001,0.80900000000000005,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other","Urban",2015,3,"No photo radar","","","","","no","Before/after using empirical Bayes or full Bayes","notusa","City of Edmonton","",27,27,"","","","","","","","","","","","",2005,2012,"no","Annual Average Daily Traffic (AADT)",2079,22960,9781,"","","","","","","","","","","","All","All","2015-11-01","Use for average crashes/yr >= 1.0"]
[7608,"A Before-and-After Empirical Bayes Evaluation of Automated Mobile Speed Enforcement on Urban Arterial Roads","Advanced technology and ITS","None","Implement mobile automated speed enforcement system",16.3,0.83699999999999997,"All","All","Principal Arterial Other","Urban",2015,3,"No photo radar","","","","","no","Before/after using empirical Bayes or full Bayes","notusa","City of Edmonton","",31,31,"","","","","","","","","","","","",2005,2012,"no","Annual Average Daily Traffic (AADT)","",7000,"","","","","","","","","","","","","All","All","2015-11-01",""]
[7621,"A Before-and-After Empirical Bayes Evaluation of Automated Mobile Speed Enforcement on Urban Arterial Roads","Advanced technology and ITS","None","Implement mobile automated speed enforcement system",20.5,0.79500000000000004,"All","O (property damage only)","Principal Arterial Other","Urban",2015,3,"No photo radar","","","","","no","Before/after using empirical Bayes or full Bayes","notusa","City of Edmonton","",31,31,"","","","","","","","","","","","",2005,2012,"no","Annual Average Daily Traffic (AADT)",2079,22960,9781,"","","","","","","","","","","","All","All","2015-11-01","Use for average crash rate between 0.6 and 1.1 (average crash rate = average crashes per million vehicle kilometers traveled per day)"]
[7637,"A Before-and-After Empirical Bayes Evaluation of Automated Mobile Speed Enforcement on Urban Arterial Roads","Advanced technology and ITS","None","Implement mobile automated speed enforcement system",18.5,0.81499999999999995,"All","O (property damage only)","Principal Arterial Other","Urban",2015,3,"No photo radar","","","","","no","Before/after using empirical Bayes or full Bayes","notusa","City of Edmonton","",31,31,"","","","","","","","","","","","",2005,2012,"no","Annual Average Daily Traffic (AADT)","","",11597,"","","","","","","","","","","","All","All","2015-11-01","Use for total deployment hrs >= 70"]
[7642,"A Before-and-After Empirical Bayes Evaluation of Automated Mobile Speed Enforcement on Urban Arterial Roads","Advanced technology and ITS","None","Implement mobile automated speed enforcement system",15.3,0.84699999999999998,"Speed related","O (property damage only)","Principal Arterial Other","Urban",2015,3,"No photo radar","","","","","no","Before/after using empirical Bayes or full Bayes","notusa","City of Edmonton","",31,31,"","","","","","","","","","","","",2005,2012,"no","Annual Average Daily Traffic (AADT)","","",9388,"","","","","","","","","","","","All","All","2015-11-01","Use for total deployment hrs between 15 and 70"]
[7657,"A Before-and-After Empirical Bayes Evaluation of Automated Mobile Speed Enforcement on Urban Arterial Roads","Advanced technology and ITS","None","Implement mobile automated speed enforcement system",20.6,0.79400000000000004,"Speed related","O (property damage only)","Principal Arterial Other","Urban",2015,3,"No photo radar","","","","","no","Before/after using empirical Bayes or full Bayes","notusa","City of Edmonton","",31,31,"","","","","","","","","","","","",2005,2012,"no","Annual Average Daily Traffic (AADT)","","",9618,"","","","","","","","","","","","All","All","2015-11-01","Use for average yearly deployment hrs between 9 and 30"]
[7676,"A Before-and-After Empirical Bayes Evaluation of Automated Mobile Speed Enforcement on Urban Arterial Roads","Advanced technology and ITS","None","Implement mobile automated speed enforcement system",14,0.86,"Speed related","All","Principal Arterial Other","Urban",2015,3,"No photo radar","",1.98,"",0.02,"no","Before/after using empirical Bayes or full Bayes","notusa","City of Edmonton","",54,54,"","","","","","","","","","","","",2005,2012,"no","Annual Average Daily Traffic (AADT)","","","","","","","","","","","","","","","All","All","2015-11-01","Use for enforced segments (enforcement on adjacent approaches)"]
[7691,"Safety Effectiveness of Flashing Yellow Arrow: Evaluation of 222 Signalized Intersections in North Carolina","Intersection traffic control","Signal phasing or timing","Change from protected only to flashing yellow arrow protected/permissive left turn with time of day operation",7.4,0.92600000000000005,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Not specified",2015,3,"Protected phasing","",8.8000000000000007,"",8.7999999999999995E-2,"no","Other before/after","NC","","",13,13,"","","","",250,203,"","","","","","",2003,2013,"yes","Annual Average Daily Traffic (AADT)","","","",19000,41000,"",3000,32000,"","","Roadway/roadway (not interchange related)","4-leg","Signalized","35-45","All","","2015-11-01",""]
[7706,"Safety effects of section control - An empirical Bayes evaluation","Advanced technology and ITS","None","Section Control",49,0.51,"All","K (fatal),A (serious injury)","All","Rural",2015,3,"Roadways without section control","",16.07,"",0.161,"no","Before/after using empirical Bayes or full Bayes","notusa","","",14,14,"",42,42,"",22,3,"",124,77,"",42,26,2007,2013,"no","Annual Average Daily Traffic (AADT)",1904,15089,5894,"","","","","","","2020-02-03","","","","80 km/h  90km/h","All","Undivided","2016-03-08","Roadway types include open roads and tunnels. All the sits are outside urban areas."]
[7711,"Effects on Speed and Safety of Point-to-Point Speed Enforcement Systems: Evaluation on the Urban Motorway A56 Tangenziale di Napoli","Advanced technology and ITS","None","Install automated section speed enforcement system",32,0.68,"All","All","Principal Arterial Other Freeways and Expressways","Urban",2005,4,"No Point-to-Point Automated Section Speed Enforcement System","",5,"",0.05,"no","Before/after using empirical Bayes or full Bayes","notusa","Naples","",167,167,"",25,25,"",559,279,"",77,73,"",514,486,2006,2011,"no","Annual Average Daily Traffic (AADT)","","","","","","","","","",6,"","","","80km/h","All","Divided by Median","2016-03-08","The authors note that crash reduction effects decreased over time and speed, speed variability, and non-compliance to speed limits significantly increased over time."]
[7726,"Effects on Speed and Safety of Point-to-Point Speed Enforcement Systems: Evaluation on the Urban Motorway A56 Tangenziale di Napoli","Advanced technology and ITS","None","Install automated section speed enforcement system",16.899999999999999,0.83099999999999996,"All","All","Principal Arterial Other Freeways and Expressways","Urban",2005,3,"No Point-to-Point Automated Section Speed Enforcement System","",11,"",0.11,"no","Before/after using empirical Bayes or full Bayes","notusa","Naples","",167,167,"",25,25,"",157,91,"",77,73,"",514,486,2006,2011,"no","Annual Average Daily Traffic (AADT)","","","","","","","","","",6,"","","","80km/h","All","Divided by Median","2016-03-08","CMFs of total crashes on weekend. The authors note that crash reduction effects decreased over time and speed, speed variability, and non-compliance to speed limits significantly increased over time."]
[7743,"Validation and Application of Highway Safety Manual (Part D) in Florida","Shoulder treatments","Shoulder rumble strips","Install shoulder rumble strips",22.2,0.77800000000000002,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2014,3,"Roadways without should rumble strips","",11.8,"",0.11799999999999999,"no","Before/after using empirical Bayes or full Bayes","FL","","",48,48,"",43.451000000000001,43.451000000000001,"",73,46,"",86.9,86.9,"",96,96,2007,2010,"no","","","","","","","","","","",2,"","","","","All","Undivided","2016-03-08",""]
[7765,"Validation and Application of Highway Safety Manual (Part D) in Florida","Shoulder treatments","Other","Install shoulder rumble strips and widen shoulder width",37,0.63,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","All","Rural",2014,2,"Roadways without shoulder rumble strips and narrow shoulders","",11,"",0.11,"no","Before/after using comparison group","FL","","",27,27,"","","","","","","","","","",54,54,2005,2010,"no","Annual Average Daily Traffic (AADT)",2000,50000,"","","","","","","",">2","","","","65-70","All","All","2016-03-08","CMFs of installing shoulder rumble strips and widening shoulder width on rural multi-lane highways"]
[7778,"Validation and Application of Highway Safety Manual (Part D) in Florida","Highway lighting","None","Install lighting",36,0.64,"Angle","All","All","All",2014,3,"Roadways without street lighting","",18,"",0.18,"no","Before/after using empirical Bayes or full Bayes","FL","","",45,45,"",131.69999999999999,131.69999999999999,"","","","",395,263,"",135,90,2006,2010,"no","","","","","","","","","","","","","","","","Night","All","2016-03-08","CMFs of adding lighting on all roads types with all number of lanes."]
[7783,"Validation and Application of Highway Safety Manual (Part D) in Florida","Highway lighting","None","Install lighting",26,0.74,"All","All","Minor Arterial","Urban",2014,3,"Roadways without street lighting","",10,"",0.1,"no","Before/after using empirical Bayes or full Bayes","FL","","",33,33,"",70.2,70.2,"","","","",210.6,140.4,"",99,66,2006,2010,"no","","","","","","","","","","","2020-04-06","","","","","Night","All","2016-03-08","CMFs of adding lighting on urban 4-lane and 6-lane principal and minor arterials"]
[7799,"Validation and Application of Highway Safety Manual (Part D) in Florida","Access management","None","10-ft to 30-ft conversion (median width)",6,0.94,"All","All","Not specified","Urban",2014,2,"Roadway with a 10ft median","",1,"",0.01,"no","Regression cross-section","FL","",143,"","",124,"","","","","",372,"","",429,"","",2010,2012,"no","Annual Average Daily Traffic (AADT)",18900,158000,"","","","","","","",">5","","","","","All","Divided by Median","2016-03-08","CMFs of increasing median width from 10 ft to 30 ft on urban 5-lane or more lanes roadways with full access control"]
[7814,"Validation and Application of Highway Safety Manual (Part D) in Florida","Access management","None","10-ft to 80-ft conversion (median width)",11,0.89,"All","All","Not specified","Urban",2014,2,"Roadway with a 10ft median","",4,"",0.04,"no","Regression cross-section","FL","",143,"","",123.65,"","","","","",372,"","",429,"","",2010,2012,"no","Annual Average Daily Traffic (AADT)",18900,158000,"","","","","","","",">4","","","","","All","Divided by Median","2016-03-08","CMFs of widening a median from 10ft to 80ft on urban 5-lane or more lanes roadways with full access control"]
[7833,"Validation and Application of Highway Safety Manual (Part D) in Florida","Shoulder treatments","Shoulder width ","Decrease paved right shoulder from 8-ft to X",-82,1.82,"All","All","Not specified","Rural",2014,2,"Roadway with 8-ft right paved shoulders","",8,"",0.08,"no","Regression cross-section","FL","",317,"","",135.32599999999999,"","","","","",406,"","",951,"","",2010,2012,"no","Annual Average Daily Traffic (AADT)",5000,35000,"","","","","","","",">2","","","","","All","All","2016-03-08","CMFs of narrowing paved right shoulder width from 8-ft to 0-ft on rural multilane highways."]
[7845,"Validation and Application of Highway Safety Manual (Part D) in Florida","Intersection traffic control","Traffic control type ","Install a traffic signal",33,0.67,"Angle","All","Not specified","Urban",2014,3,"Stop-Controlled Intersections","",11,"",0.11,"no","Before/after using empirical Bayes or full Bayes","FL","","",15,15,"","","","","","","","","","","","",2005,2009,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Not specified","3-leg","Stop-controlled","","All","","2016-03-08",""]
[7852,"Validation and Application of Highway Safety Manual (Part D) in Florida","Intersection geometry","Turn lanes ","Install left-turn lane ",27,0.73,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2014,3,"Intersections without left-turn lanes","",17,"",0.17,"no","Before/after using empirical Bayes or full Bayes","FL","","",18,18,"","","","","","","","","","","","",2007,2011,"yes","","","","","","","","","","","","","3-leg","Stop-controlled","","All","","2016-03-08",""]
[7867,"Validation and Application of Highway Safety Manual (Part D) in Florida","Intersection geometry","Intersection geometry reconfiguration ","Conversion of stop-controlled intersection to roundabout",62,0.38,"All","All","Not specified","Not specified",2014,3,"Intersections with stop-controlled minor roads","",11,"",0.11,"no","Regression cross-section","FL","",253,"","","","","",755,"","","","","","","","",2008,2012,"yes","Annual Average Daily Traffic (AADT)","","","",258,60000,"",258,60000,"","","","","","","All","","2016-03-08",""]
[7882,"Evaluation of Pavement Safety Performance","Roadway","Pavement condition and friction ","Improve pavement friction (Chip Seal)",-2.9,1.0289999999999999,"Wet road","All","Not specified","All",2015,3,"Two years single layer Chip Seal in place","",11.3,"",0.113,"no","Before/after using empirical Bayes or full Bayes","NC,PA","","","","","","","","","","","","","","","","",2000,2011,"no","Annual Average Daily Traffic (AADT)",170,24792,2751,"","","","","","","","","","","","All","All","2015-11-01","CMF for Single layer Chip seal treatment, wet-road crashes (PA and NC), Year 3 of the after period"]
[7901,"Evaluation of Pavement Safety Performance","Roadway","Pavement condition and friction ","Improve pavement friction (HFS-High Friction Surfacing)",51.9,0.48099999999999998,"Wet road","All","Not specified","All",2015,4,"Individual curve with perceived friction-related crash problem","",6.4,"",6.4000000000000001E-2,"no","Before/after using comparison group","CO,KS,KY,MI,MT,SC,TN","","",35,35,"","","","","",45,"","","","","","","","","no","","","","","","","","","","","","","","","","All","","2015-11-01","CMF is for HFS treatment at curves. This CMF was adjusted by the authors to correct a likely regression-to-the-mean bias."]
[7918,"Development of Safety Performance Measures for Urban Roundabouts in India","Intersection geometry","Other","Roundabout geometry","",{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/WW_total.jpg\")","v":"http://www.cmfclearinghouse.org/functionimages/WW_total.jpg"},"All","All","Not specified","Urban",2015,2,"Weaving width of 7.5 meters","","","","","no","Regression cross-section","notusa","Kerala",75,"","","","","","","","","","","",225,"","",2008,2010,"yes","Average Daily Traffic (ADT)","","","",19197,71307,42332,"","","","","","No values chosen.","Roundabout","","All","","2016-03-08","CMF function for total crashes for Weaving Width (WW) of roundabout (meter). This CMF applies to roundabout approaches."]
[7934,"Assessment of safety effects for widening urban roadways in developing crash modification functions using nonlinearizing link functions","Roadway","Number of lanes ","Increase from 4 lanes to 6 lanes",19.100000000000001,0.80900000000000005,"All","All","Not specified","Urban",2015,4,"4 lane roadway with LOS E","",7.9,"",7.9000000000000001E-2,"no","Before/after using empirical Bayes or full Bayes","FL","","",53,"","","","","","","","","","","","","",2003,2012,"no","Annual Average Daily Traffic (AADT)",20500,60683,"","","","","","","","","","","","40-60","","","2016-03-08","LOS change from E (4 lanes) to C (6 lanes)"]
[7939,"Assessment of safety effects for widening urban roadways in developing crash modification functions using nonlinearizing link functions","Roadway","Number of lanes ","Increase from 4 lanes to 6 lanes",13.2,0.86799999999999999,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Urban",2015,3,"4 lane roadway with LOS D","",17.5,"",0.17499999999999999,"no","Before/after using empirical Bayes or full Bayes","FL","","",48,"","","","","","","","","","","","","",2003,2012,"no","Annual Average Daily Traffic (AADT)",20500,60683,"","","","","","","","","","","","40-60","","","2016-03-08","LOS change from D (4 lanes) to D (6 lanes)"]
[7954,"Effects on Speed and Safety of Point-to-Point Speed Enforcement Systems: Evaluation on the Urban Motorway A56 Tangenziale di Napoli","Advanced technology and ITS","None","Install automated section speed enforcement system",16.2,0.83799999999999997,"Dry weather","All","Principal Arterial Other Freeways and Expressways","Urban",2005,4,"No Point-to-Point Automated Section Speed Enforcement System","",6,"",0.06,"no","Before/after using empirical Bayes or full Bayes","notusa","Naples","","","","","","","",552,335,"","","","","","",2006,2011,"no","Annual Average Daily Traffic (AADT)","","","","","","","","","",6,"","","","80km/h","All","Divided by Median","2016-03-08","CMF applies to spillover effect at nearby untreated sites. The authors note that crash reduction effects decreased over time and speed, speed variability, and non-compliance to speed limits significantly increased over time."]
[7973,"Safety Evaluation of Signal Installation With and Without Left Turn Lanes on Two Lane Roads in Rural and Suburban Areas","Intersection traffic control","Traffic control type ","Install a traffic signal and left turn lanes",10.8,0.89200000000000002,"Rear end","All","Not specified","All",2014,4,"Intersections with a stop sign on minor roads","",8,"",0.08,"no","Before/after using empirical Bayes or full Bayes","NC","","",48,48,"","","","",226,208,"","","","",238,228,1992,2012,"yes","Annual Average Daily Traffic (AADT)","","","",1360,15500,8555,1036,8884,3997,2,"Not specified","4-leg","Stop-controlled","","All","","2016-11-10","The CMF was developed for both rural and suburban areas."]
[7989,"Safety Evaluation of Signal Installation With and Without Left Turn Lanes on Two Lane Roads in Rural and Suburban Areas","Intersection traffic control","Traffic control type ","Install a traffic signal",-42.7,1.427,"Rear end","All","Not specified","All",2014,4,"Intersections with a stop sign on minor roads","",13.2,"",0.13200000000000001,"no","Before/after using empirical Bayes or full Bayes","NC","","",50,50,"","","","",147,232,"","","","",243,240,1992,2012,"yes","Annual Average Daily Traffic (AADT)","","","",2480,18025,9778,746,6829,5767,2,"Not specified","3-leg,4-leg","Stop-controlled","","All","","2016-11-10","The CMF was developed for both rural and suburban areas."]
[8002,"Safety Evaluation of Signal Installation With and Without Left Turn Lanes on Two Lane Roads in Rural and Suburban Areas","Intersection geometry","Turn lanes ","Install left-turn lane ",58.8,0.41199999999999998,"Rear end","All","Not specified","All",2014,4,"Intersections without left turn lanes","",7.9,"",7.9000000000000001E-2,"no","Before/after using empirical Bayes or full Bayes","NC","","",36,36,"","","","",207,188,"","","","",180,174,1992,2012,"yes","Annual Average Daily Traffic (AADT)","","","",2981,18248,9199,972,13880,4847,2,"Not specified","3-leg","Signalized","","All","","2016-11-10","The CMF was developed for both rural and suburban areas."]
[8021,"Development of Crash Modification Factors for Combined Treatments on Rural Two-lane Roads","Shoulder treatments","Other","Install shoulder rumble stripe, widen shoulder from 0 to 2 feet, and pavement resurfacing",45,0.55000000000000004,"Head on,Run off road","K (fatal)","Not specified","Rural",2015,3,"Roadway without paved shoulder","",27.6,"",0.27600000000000002,"no","Before/after using empirical Bayes or full Bayes","MO","","",885,885,"","","","","","","","","","",8850,8850,2004,2013,"no","Annual Average Daily Traffic (AADT)",8000,17223,"","","","","","","",2,"","","","","All","","2016-11-10",""]
[8022,"Development of Crash Modification Factors for Combined Treatments on Rural Two-lane Roads","Shoulder treatments","Other","Install shoulder rumble stripe, widen shoulder from 0 to 2 feet, and pavement resurfacing",25.1,0.749,"Head on,Run off road","A (serious injury)","Not specified","Rural",2015,3,"Roadway without paved shoulder","",15.6,"",0.156,"no","Before/after using empirical Bayes or full Bayes","MO","","",885,885,"","","","","","","","","","",8850,8850,2004,2013,"no","Annual Average Daily Traffic (AADT)",8000,17223,"","","","","","","",2,"","","","","All","","2016-11-10",""]
[8061,"Evaluation of Non-freeway Rumble Strips-Phase II","Roadway","Roadway rumble strips ","Install centerline rumble strips",76.92,0.23100000000000001,"Angle","All","Principal Arterial Other","Rural",2015,2,"Roadway without centerline rumble strips","",14.8,"",0.14799999999999999,"no","Simple before/after","MI","","","","","",4214,4214,"",13,3,"",12642,12642,"","","",2005,2013,"no","Annual Average Daily Traffic (AADT)","","",4683,"","","","","","",2,"","","",55,"All","","2016-11-10",""]
[8083,"Estimating safety performance trends over time for treatments at intersections in Florida","Intersection traffic control","Traffic control type ","Install a traffic signal",64.400000000000006,0.35599999999999998,"Angle,Left turn","All","Not specified","",2015,3,"Stop controlled intersection","",4,"",0.04,"no","Before/after using comparison group","FL","","",32,32,"","","","","",87,"","","","","","",2003,2013,"yes","","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Stop-controlled","","","","2016-11-10","Angle & left-turn crashes months 1-29 after signalization"]
[8094,"Safety Evaluation of Wet Reflective Pavement Markers","Delineation","Visibility of existing markings ","Upgrade existing markings to wet-reflective pavement markings",12.9,0.871,"All","A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other Freeways and Expressways","",2015,4,"Standard pavement markings","",4.4000000000000004,"",4.3999999999999997E-2,"no","Before/after using empirical Bayes or full Bayes","NC","","","","","",95,95,"","",634,"",823,513,"","","",1998,2012,"no","Annual Average Daily Traffic (AADT)",10333,124214,47943,"","","","","","","","","","","","","","2016-11-10","Injury was defined as an injury or possible injury."]
[8113,"Safety Evaluation of Wet Reflective Pavement Markers","Delineation","Visibility of existing markings ","Upgrade existing markings to wet-reflective pavement markings",24.9,0.751,"Wet road","All","Not specified","",2015,4,"Standard pavement markings","",10.8,"",0.108,"no","Before/after using empirical Bayes or full Bayes","WI","","","","","",121,121,"","",70,"",551,226,"","","",2003,2012,"no","Annual Average Daily Traffic (AADT)",1353,25381,7274,"","","","","","","multilane","","","","","","","2016-11-10",""]
[8128,"Safety Evaluation of Wet Reflective Pavement Markers","Delineation","Visibility of existing markings ","Upgrade existing markings to wet-reflective pavement markings",5.0999999999999996,0.94899999999999995,"Sideswipe","All","Principal Arterial Other Freeways and Expressways","",2015,3,"Standard pavement markings","",30.5,"",0.30499999999999999,"no","Before/after using empirical Bayes or full Bayes","MN","","","","","",34,34,"","",12,"",172,138,"","","",2003,2012,"no","Annual Average Daily Traffic (AADT)",14236,17775,15352,"","","","","","","","","","","","","All","2016-11-10","CMF is for same direction sideswipe crashes only."]
[8129,"Safety Evaluation of Wet Reflective Pavement Markers","Delineation","Visibility of existing markings ","Upgrade existing markings to wet-reflective pavement markings",38.6,0.61399999999999999,"Wet road","All","Principal Arterial Other Freeways and Expressways","",2015,3,"Standard pavement markings","",21.1,"",0.21099999999999999,"no","Before/after using empirical Bayes or full Bayes","MN","","","","","",34,34,"","",10,"",172,138,"","","",2003,2012,"no","Annual Average Daily Traffic (AADT)",14236,17775,15352,"","","","","","","","","","","","","All","2016-11-10",""]
[8148,"Safety assessement of the conversion of toll plazas to all-electric toll collection system","Roadway","Other","Convert hybrid mainline toll plaza to an all-electric toll collection system",20,0.8,"All","O (property damage only)","Principal Arterial Other Freeways and Expressways","",2015,4,"Hybrid mainline toll plaza","",10,"",0.1,"no","Before/after using empirical Bayes or full Bayes","FL","","",16,16,"","","","","","","","","","","","",2008,2014,"no","Annual Average Daily Traffic (AADT)",79733,93576,"","","","","","","","","","","","60 to 65","","","2016-11-10",""]
[8161,"Estimating the safety effects of lane widths on urban streets in Nebraska using the propensity scores-potential outcomes framework","Roadway","Lane width ","Reduce lane width from 12 ft to 10 ft",-15,1.1499999999999999,"Rear end","All","All","Urban",2015,3,"12-ft lane width","",17.8,"",0.17799999999999999,"no","Regression cross-section","NE","",11436,"","",4426,"","",7342,"","","","","",114360,"","",2003,2012,"no","Annual Average Daily Traffic (AADT)",100,19480,5348,"","","","","","","2 to 12","","","","20 to 55 mph","Not specified","All","2016-11-10","CMF for changing from 12ft to 10ft lane width. Applies to urban principal arterials, minor arterials, and collectors."]
[8181,"Estimating the safety effects of lane widths on urban streets in Nebraska using the propensity scores-potential outcomes framework","Roadway","Lane width ","Reduce lane width from 10 ft to 9 ft",48,0.52,"Rear end","All","All","Urban",2015,4,"10-ft lane width","",14.7,"",0.14699999999999999,"no","Regression cross-section","NE","",3050,"","",1180,"","",1958,"","","","","",30500,"","",2003,2012,"no","Annual Average Daily Traffic (AADT)",100,19480,5348,"","","","","","","2 to 12","","","","25 to 50 mph","Not specified","All","2016-11-10","CMF for changing from 10ft to 9ft lane width.  Applies to urban minor arterials and collectors."]
[8196,"Safety effects of fixed speed cameras - An empirical Bayes evaluation","Speed management","None","Installation of fixed speed cameras",19,0.81,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2015,3,"No speed camera present","",21.7,"",0.217,"no","Before/after using empirical Bayes or full Bayes","notusa","","","","","","","","",39,23,"","","","","","",2001,2009,"no","Annual Average Daily Traffic (AADT)","","",8740,"","","","","","",2,"","","","50 to 90 kph","All","","2016-11-10","Short section: 100m upstream and 100m downstream of camera location. Camera installed during 2004-2006 period"]
[8215,"Development of Crash Modification Factors for Installation of High-Tension Cable Median Barrier","Roadside","Median barriers ","Install cable median barrier (high tension)",24,0.76,"Other","K (fatal),A (serious injury)","Principal Arterial Other Freeways and Expressways","",2016,3,"No median barrier","",11,"",0.11,"no","Before/after using empirical Bayes or full Bayes","MI","","","","","",300,300,"",283,76,"","","","","","",2004,2013,"no","Annual Average Daily Traffic (AADT)",1508,99850,21382,"","","","","","","","","","","","All","Divided by Median","2017-01-17","CMF applies to target crashes on segment with median width 51 to 94 feet. Target crashes refer to any crash in which a crash-involved vehicle left the roadway and entered the median, regardless of whether median entry was a primary or secondary event."]
[8222,"Separated Bike Lane Crash Analysis","Bicyclists","None","Install separated bicycle lane",-51.5,1.5149999999999999,"Vehicle/bicycle","All","Not specified","Not specified",2016,2,"No separate bicycle lane","","","","","no","Simple before/after","CA,DC,FL,IL,MT,NY,OR,TX","","",11,11,"","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","Not specified","","2017-01-17","CMF Applies to average annual bicycle crashes when bicycle lane is separated by a parking lane only. Study sites were located in Texas, Illinois, Oregon, California, Montana, New York, Florida, and Washington DC; however, it is unclear which States were used for the development of this CMF."]
[8248,"Separated Bike Lane Crash Analysis","Bicyclists","None","Install separated bicycle lane",-11.3,1.113,"Vehicle/bicycle","All","Not specified","Not specified",2016,2,"No separate bicycle lane","","","","","no","Simple before/after","CA,DC,FL,IL,MT,NY,OR,TX","","",13,13,"","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","Not specified","","2017-01-17","CMF Applies to average annual bicycle crashes when green pavement is provided only at conflict points. Study sites were located in Texas, Illinois, Oregon, California, Montana, New York, Florida, and Washington DC; however, it is unclear which States were used for the development of this CMF."]
[8275,"Separated Bike Lane Crash Analysis","Bicyclists","None","Install separated bicycle lane",18.399999999999999,0.81599999999999995,"All","All","Not specified","Not specified",2016,1,"No separate bicycle lane","","","","","no","Simple before/after","CA,DC,FL,IL,MT,NY,OR,TX","","",2,2,"","","","","","","","","","","","","","","no","","","","","","","","","","","","","","","","Not specified","","2017-01-17","CMF Applies to average total crashes when intersection treatment is lateral shift only. Study sites were located in Texas, Illinois, Oregon, California, Montana, New York, Florida, and Washington DC; however, it is unclear which States were used for the development of this CMF."]
[8334,"Operational and Safety Trade-offs: Reducing Freeway Lane and Shoulder Width to Permit an Additional Lane","Roadway","Number of lanes ","Install an additional lane",24,0.76,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other Freeways and Expressways","Urban",2016,3,"Freeway with fewer lanes","",9.1999999999999993,"",9.1999999999999998E-2,"no","Regression cross-section","TX","Dallas, Houston, San Antonio",536,"","","","","",407,"","","","","",2104,"","",2010,2013,"no","Average Daily Traffic (ADT)",200,281450,152163,"","","","","","","2020-02-05","","","",">50","All","Divided by Median","2017-01-17","CMF applies to adding one additional lane with 11 ft average lane width"]
[8349,"Evaluation of the Safety Effectiveness of Installing Roadside Barriers with Different Driver, Vehicle, Weather, and Time of Day Conditions","Roadside","Roadside barriers ","Install w-beam guardrail or concrete barrier",27,0.73,"Run off road","K (fatal),A (serious injury),B (minor injury)","Principal Arterial Other Freeways and Expressways","Not specified",2016,4,"No roadside barrier","",7,"",7.0000000000000007E-2,"no","Before/after using empirical Bayes or full Bayes","FL","","",147,147,"",68,68,"",237,160,"","","","","","",2003,2011,"no","Annual Average Daily Traffic (AADT)",35000,104600,"","","","","","","","2 to 5","","","","50-70 mph","All","","2017-01-17","CMF is based on a Full Bayes analysis."]
[8354,"Evaluation of the Safety Effectiveness of Installing Roadside Barriers with Different Driver, Vehicle, Weather, and Time of Day Conditions","Roadside","Roadside barriers ","Install w-beam guardrail or concrete barrier",28,0.72,"Run off road,Other","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other Freeways and Expressways","Not specified",2016,4,"No roadside barrier","",10,"",0.1,"no","Before/after using empirical Bayes or full Bayes","FL","","",147,147,"",68,68,"","","","","","","","","",2003,2011,"no","Annual Average Daily Traffic (AADT)",35000,104600,"","","","","","","","2 to 5","","","","50-70 mph","All","","2017-01-17","CMF is for run off road crashes involving only heavy vehicles"]
[8371,"Evaluation of the Safety Effectiveness of Installing Roadside Barriers with Different Driver, Vehicle, Weather, and Time of Day Conditions","Roadside","Roadside barriers ","Install w-beam guardrail or concrete barrier",4,0.96,"Day time,Run off road","All","Principal Arterial Other Freeways and Expressways","Not specified",2016,4,"No roadside barrier","",6,"",0.06,"no","Before/after using empirical Bayes or full Bayes","FL","","",147,147,"",68,68,"","","","","","","","","",2003,2011,"no","Annual Average Daily Traffic (AADT)",35000,104600,"","","","","","","","2 to 5","","","","50-70 mph","Day","","2017-01-17",""]
[8383,"Safety effects of fixed speed cameras - An empirical Bayes evaluation","Speed management","None","Installation of fixed speed cameras",55,0.45,"All","K (fatal),A (serious injury)","Not specified","Rural",2015,3,"No speed camera present","",22.45,"",0.22500000000000001,"no","Before/after using empirical Bayes or full Bayes","notusa","","","","","","","","",26,7,"","","","","","",2004,2013,"no","Annual Average Daily Traffic (AADT)","","",8419,"","","","","","",2,"","","","50 to 90 kph","All","","2016-11-10","Medium section: 100m upstream and 1km downstream of camera location. Camera installed during 2007-2010 period"]
[8402,"Evaluation of the Safety Effectiveness of Installing Roadside Barriers with Different Driver, Vehicle, Weather, and Time of Day Conditions","Roadside","Roadside barriers ","Install w-beam guardrail",35,0.65,"Run off road,Other","K (fatal),A (serious injury)","Principal Arterial Other Freeways and Expressways","Not specified",2016,3,"No roadside barrier","",13,"",0.13,"no","Before/after using empirical Bayes or full Bayes","FL","","",127,127,"","","","","","","","","","","","",2003,2011,"no","Annual Average Daily Traffic (AADT)",35000,104600,"","","","","","","","2 to 5","","","","50-70 mph","All","","2017-01-17","CMF is for run off road crashes involving only heavy vehicles"]
[8417,"Evaluation of the Safety Effectiveness of Installing Roadside Barriers with Different Driver, Vehicle, Weather, and Time of Day Conditions","Roadside","Roadside barriers ","Install w-beam guardrail",25,0.75,"Run off road,Wet road","K (fatal),A (serious injury)","Principal Arterial Other Freeways and Expressways","Not specified",2016,3,"No roadside barrier","",13,"",0.13,"no","Before/after using empirical Bayes or full Bayes","FL","","",127,127,"","","","","","","","","","","","",2003,2011,"no","Annual Average Daily Traffic (AADT)",35000,104600,"","","","","","","","2 to 5","","","","50-70 mph","All","","2017-01-17",""]
[8422,"Evaluation of the Safety Effectiveness of Installing Roadside Barriers with Different Driver, Vehicle, Weather, and Time of Day Conditions","Roadside","Roadside barriers ","Install w-beam guardrail",27,0.73,"Nighttime,Run off road","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other Freeways and Expressways","Not specified",2016,3,"No roadside barrier","",10,"",0.1,"no","Before/after using empirical Bayes or full Bayes","FL","","",127,127,"","","","","","","","","","","","",2003,2011,"no","Annual Average Daily Traffic (AADT)",35000,104600,"","","","","","","","2 to 5","","","","50-70 mph","Night","","2017-01-17",""]
[8445,"Multi-State Safety Evaluation of Intersection Conflict Warning Systems (ICWS)","Signs","None","Install intersection conflict warning systems (ICWS) for four-lane at two-lane intersections",-5,1.05,"All","A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2016,3,"No intersection conflict warning systems","",39,"",0.39,"no","Before/after using empirical Bayes or full Bayes","MN","","",3,3,"","","","","",9,"","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",4,"Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","Not specified","","2017-01-17","Authors indicated that this CMF is based on small sample size and should be interpreted with caution."]
[8455,"Multi-State Safety Evaluation of Intersection Conflict Warning Systems (ICWS)","Signs","None","Install intersection conflict warning systems (ICWS) for four-lane at two-lane intersections",15,0.85,"Angle","All","Not specified","Rural",2016,5,"No intersection conflict warning systems","",8,"",0.08,"no","Before/after using empirical Bayes or full Bayes","MN,MO,NC","","",24,24,"","","","","",252,"","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",4,"Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","Not specified","","2017-01-17",""]
[8474,"Multi-State Safety Evaluation of Intersection Conflict Warning Systems (ICWS)","Signs","None","Install an intersection conflict warning system (ICWS) with a combination of overhead and advanced post mounted signs (various messages) and flashers",29.6,0.70399999999999996,"All","All","Not specified","Rural",2016,5,"No intersection conflict warning systems","",8.6999999999999993,"",8.6999999999999994E-2,"no","Before/after using empirical Bayes or full Bayes","MN,MO,NC","","",16,16,"","","","","",94,"","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","Not specified","","2017-01-17","CMF for 2-lane at 2-lane intersections"]
[8490,"Investigation of the effect of pavement roughness on crash rates for rigid pavement","Roadway","Pavement condition and friction ","Change in pavement roughness",-348.7,4.4870000000000001,"All","All","Principal Arterial Interstate","Not specified",2016,2,"International Roughness Index (IRI)=1.5m/km","","","","","no","Regression cross-section","OH","","","","","","","","","","","","","","","","",2001,2012,"no","","","","","","","","","","","","","","","60-65mph","","Divided by Median","2017-04-10","Increase IRI from 1.5m/km to 2.5m/km."]
[8662,"Safety Edge Crash Modification Factors","Shoulder treatments","Other","Install safety edge treatment",8,0.92,"Run off road","K (fatal),A (serious injury),B (minor injury),C (possible injury)","All","Rural",2016,3,"Roadway without safety edge","",12.1,"",0.121,"no","Before/after using empirical Bayes or full Bayes","IA","","",659,659,"",418,418,"","",58,"","","","","","",2004,2014,"no","Annual Average Daily Traffic (AADT)",25,2500,1406,"","","","","","",2,"","","",">=45","All","Undivided","2017-11-06","CMFs of crashes where ROR right, ROR straight, or ROR left was listed in the sequence of events."]
[8667,"A Study of the Traffic Safety at Reduced Conflict Intersections In Minnesota","Intersection geometry","Intersection geometry reconfiguration ","Install J-Turn intersection",63.6,0.36399999999999999,"All","","Not specified","",2016,1,"At-grade intersections with full access from minor roads","","","","","no","Simple before/after","MN","","",8,8,"","","","",22,8,"","","","",19,19,2009,2015,"no","Annual Average Daily Traffic (AADT)","","","","","","","","","","","","","","","All","Divided by Median","2017-11-06","CMF of B-injury crashes.The study used crashes within 250 feet of the intersection, both mainlines and minor roads."]
[8681,"A Study of the Traffic Safety at Reduced Conflict Intersections In Minnesota","Intersection geometry","Intersection geometry reconfiguration ","Install J-Turn intersection",66.7,0.33300000000000002,"All","","Not specified","",2016,1,"At-grade intersections with full access from minor roads","","","","","no","Simple before/after","MN","","",8,8,"","","","",15,5,"","","","",19,19,2009,2015,"no","Annual Average Daily Traffic (AADT)","","","","","","","","","","","","","","","All","Divided by Median","2017-11-06","CMF of B-injury intersection-related crashes"]
[8700,"Evaluation of Safety Effectiveness of Multiple Cross Sectional Features on Urban Arterials","Bicyclists","None","Increase bike lane width","",{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/BLW All KABC.JPG\")","v":"http://www.cmfclearinghouse.org/functionimages/BLW All KABC.JPG"},"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other","Urban",2016,3,"Roadway with narrower bike lane width","","","","","no","Regression cross-section","FL","",6420,"","",2514,"","",50185,"","",12570,"","",32100,"","",2008,2012,"no","Annual Average Daily Traffic (AADT)",1000,94500,31880,"","","","","","","2020-02-08","","","","20-65","All","All","2017-11-06","This CMF is for KABC crashes. CMF applies to urban arterials."]
[8715,"Evaluation of Safety Effectiveness of Multiple Cross Sectional Features on Urban Arterials","Shoulder treatments","Shoulder width ","Widen shoulder","",{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/SW_bike_KABCO4.PNG\")","v":"http://www.cmfclearinghouse.org/functionimages/SW_bike_KABCO4.PNG"},"Vehicle/bicycle","All","Principal Arterial Other","Urban",2016,3,"Roadway with narrower shoulders","","","","","no","Regression cross-section","FL","",6420,"","",2514,"","",2465,"","",12570,"","",32100,"","",2008,2012,"no","Annual Average Daily Traffic (AADT)",1000,94500,31880,"","","","","","","2020-02-08","","","","20-65","All","All","2017-11-06","The CMF is for KABCO crashes. CMF applies to urban arterials."]
[8731,"Evaluating Safety Effects of Variable Speed Limit System using Empirical Bayesian Before-After Analysis","Advanced technology and ITS","None","Install Variable Speed Limits",25,0.75,"All","O (property damage only)","Principal Arterial Interstate","Urban",2017,4,"Roadway without variable speed limits","",7,"",7.0000000000000007E-2,"no","Before/after using empirical Bayes or full Bayes","WA","Seattle","","","","",7.23,7.23,"",798,401,"","","","","","",2007,2012,"no","","","","","","","","","","",8,"","","",">40","All","Divided by Median","2017-11-17",""]
[8744,"Safety Impact of High Friction Surface Treatment Installations in Pennsylvania","Roadway","Pavement condition and friction ","Install high friction surface treatment (HFST)",79.3,0.20699999999999999,"All","","All","All",2017,2,"Roadways without high friction surface treatment","","","","","no","Simple before/after","PA","","",74,74,"","","","",22,5,"","","","","","",2003,2016,"no","","","","","","","","","","","2 to 6","","","","15-55","All","All","2017-11-17",""]
[8779,"Safety Impact of High Friction Surface Treatment Installations in Pennsylvania","Roadway","Pavement condition and friction ","Install high friction surface treatment (HFST)",100,0,"All","Not specified","All","All",2017,1,"Roadways without high friction surface treatment","","","","","no","Simple before/after","PA","","","","","","","","",12,0,"","","","","","",2003,2016,"no","","","","","","","","","","","2 to 6","","","","15-55","All","All","2017-11-17","CMF of unknown injury crashes on horizontal curve with an angle from 120-150 degree"]
[8797,"Safety Effects of Street Illuminance on Roadway Segments in Florida","Highway lighting","None","Improve street lighting illuminance uniformity",2.2999999999999998,0.97699999999999998,"Nighttime","All","Not specified","",2017,3,"","","","","","no","Regression cross-section","FL","Tampa Bay",403,"","",202,"","",8923,"","","","","","","","",2011,2014,"no","Annual Average Daily Traffic (AADT)",4350,84750,30466,"","","","","","","","","","","","All","","2017-11-17","Crash type is night to day crash ratio. Countermeasure is good illuminance uniformity (max/min<6) compared to poor uniformity (max/min>=6)"]
[8816,"Effects of Using High Occupancy Vehicle Lanes on Safety Performance of Freeways","Roadway","Lane restrictions ","Convert High-Occupancy-Vehicle (HOV) lanes to High-Occupancy-Toll (HOT) lanes",37,0.63,"All","O (property damage only)","Principal Arterial Interstate","",2017,2,"No HOT lanes","",11,"",0.11,"no","Regression cross-section","FL","Miami",176,"","","","","","","","","","","","","","",2011,2013,"no","Annual Average Daily Traffic (AADT)","","","","","","","","","",5,"","","","","All","Divided by Median","2017-11-17","CMF applies to HOT lanes only"]
[8831,"Safety Evaluation of Red-Light Indicator Lights in Florida","Advanced technology and ITS","None","Install Red-light indicator lights",6.6,0.93400000000000005,"All","All","Not specified","Not specified",2017,3,"4-legged signalized intersection without RLIL","","","",3.1E-2,"no","Before/after using empirical Bayes or full Bayes","FL","District 5","","","","","","","","","","","","","","","",2003,2012,"yes","Annual Average Daily Traffic (AADT)","","","",5900,80500,35841,845,62666,13934,"","Roadway/roadway (not interchange related)","4-leg","Signalized","","All","","2017-11-17","Disaggregated CMF for District 5"]
[8836,"Safety Evaluation of Red-Light Indicator Lights in Florida","Advanced technology and ITS","None","Install Red-light indicator lights",10.5,0.89500000000000002,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Not specified",2017,3,"4-legged signalized intersection without RLIL","","","",4.3999999999999997E-2,"no","Before/after using empirical Bayes or full Bayes","FL","District 2","","","","","","","","","","","","","","","",2003,2012,"yes","Annual Average Daily Traffic (AADT)","","","",5900,80500,35841,845,62666,13934,"","Roadway/roadway (not interchange related)","4-leg","Signalized","","All","","2017-11-17","Disaggregated CMF for District 2"]
[8854,"Safety Evaluation of Red-Light Indicator Lights in Florida","Advanced technology and ITS","None","Install Red-light indicator lights",28.4,0.71599999999999997,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Not specified",2017,3,"4-legged signalized intersection without RLIL","","","",4.1000000000000002E-2,"no","Before/after using empirical Bayes or full Bayes","FL","","","","","","","","","","","","","","","","",2003,2012,"yes","Annual Average Daily Traffic (AADT)","","","",5900,80500,35841,845,62666,13934,"","Roadway/roadway (not interchange related)","4-leg","Signalized","","All","","2017-11-17","Disaggregated CMF for total entering volume <40,000 veh/day"]
[8865,"Safety Evaluation of Red-Light Indicator Lights in Florida","Advanced technology and ITS","None","Install Red-light indicator lights",38.6,0.61399999999999999,"Other","All","Not specified","Not specified",2017,3,"4-legged signalized intersection without RLIL","","","",5.3999999999999999E-2,"no","Before/after using empirical Bayes or full Bayes","FL","","","","","","","","","","","","","","","","",2003,2012,"yes","Annual Average Daily Traffic (AADT)","","","",5900,80500,35841,845,62666,13934,"","Roadway/roadway (not interchange related)","4-leg","Signalized","","All","","2017-11-17","Disobey signal crashes. Disaggregated CMF for 20% or more of total entering volume from minor approaches"]
[8885,"Safety Effects of Low-Cost Systemic Safety Improvements at Signalized and Stop-Controlled Intersections","Intersection traffic control","Traffic control visibility ","Implement systemic signing and marking improvements at stop-controlled intersections",3.8,0.96199999999999997,"Rear end","All","All","All",2017,3,"Stop-controlled intersections without systemic signing and marking improvements","",3.6,"",3.5999999999999997E-2,"no","Before/after using empirical Bayes or full Bayes","SC","","",242,242,"","","","","","","","","","","","",2005,2014,"yes","Annual Average Daily Traffic (AADT)","","","",641,41731,11042,102,8436,1453,"2020-02-04","","3-leg","Stop-controlled","","All","","2017-11-17",""]
[8900,"Safety Effects of Low-Cost Systemic Safety Improvements at Signalized and Stop-Controlled Intersections","Intersection traffic control","Traffic control visibility ","Implement systemic signing and marking improvements at stop-controlled intersections",4.4000000000000004,0.95599999999999996,"Angle","All","All","All",2017,3,"Stop-controlled intersections without systemic signing and marking improvements","",3.7,"",3.6999999999999998E-2,"no","Before/after using empirical Bayes or full Bayes","SC","","",176,176,"","","","","","","","","","","","",2005,2014,"yes","Annual Average Daily Traffic (AADT)","","","",641,41731,11042,102,8436,1453,"2020-02-04","","3-leg,4-leg","Stop-controlled","","All","","2017-11-17","CMF for right-angle crashes at 4 mainline lanes and 2 cross street lanes stop-controlled intersections."]
[8919,"Safety Effects of Low-Cost Systemic Safety Improvements at Signalized and Stop-Controlled Intersections","Intersection traffic control","Traffic control visibility ","Implement systemic signing and marking improvements at stop-controlled intersections",16.2,0.83799999999999997,"Rear end","All","All","All",2017,3,"Stop-controlled intersections without systemic signing and marking improvements","",7.8,"",7.8E-2,"no","Before/after using empirical Bayes or full Bayes","SC","","",60,60,"","","","","","","","","","","","",2005,2014,"yes","Annual Average Daily Traffic (AADT)","","","",641,41731,11042,102,8436,1453,"2020-02-04","","4-leg","Stop-controlled","","All","","2017-11-17","CMF for 4 mainline lanes and 2 cross street lanes stop-controlled 4-legged intersections."]
[8920,"Safety Effects of Low-Cost Systemic Safety Improvements at Signalized and Stop-Controlled Intersections","Intersection traffic control","Traffic control visibility ","Implement systemic signing and marking improvements at stop-controlled intersections",7.6,0.92400000000000004,"Angle","All","All","All",2017,3,"Stop-controlled intersections without systemic signing and marking improvements","",6.4,"",6.4000000000000001E-2,"no","Before/after using empirical Bayes or full Bayes","SC","","",60,60,"","","","","","","","","","","","",2005,2014,"yes","Annual Average Daily Traffic (AADT)","","","",641,41731,11042,102,8436,1453,"2020-02-04","","4-leg","Stop-controlled","","All","","2017-11-17","CMF for right-angle crashes at 4 mainline lanes and 2 cross street lanes stop-controlled 4-legged intersections."]
[8946,"Safety Effects of Low-Cost Systemic Safety Improvements at Signalized and Stop-Controlled Intersections","Intersection traffic control","Traffic control visibility ","Implement systemic signing and visibility improvements at signalized intersections",4.5,0.95499999999999996,"Nighttime","All","All","All",2017,3,"Signalized intersection without systemic signing and visibility improvements","",5.2,"",5.1999999999999998E-2,"no","Before/after using empirical Bayes or full Bayes","SC","","",70,70,"","","","","","","","","","","","",2005,2014,"yes","Annual Average Daily Traffic (AADT)","","","",4272,41100,20447,111,20000,5864,"2020-02-04","","4-leg","Signalized","","Night","","2017-11-17",""]
[8953,"Safety Effects of Low-Cost Systemic Safety Improvements at Signalized and Stop-Controlled Intersections","Intersection traffic control","Traffic control visibility ","Implement systemic signing and visibility improvements at signalized intersections",8.9,0.91100000000000003,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","All","All",2017,3,"Signalized intersection without systemic signing and visibility improvements","",4.9000000000000004,"",4.9000000000000002E-2,"no","Before/after using empirical Bayes or full Bayes","SC","","",64,64,"","","","","","","","","","","","",2005,2014,"yes","Annual Average Daily Traffic (AADT)","","","",4272,41100,20447,111,20000,5864,"2020-02-04","","3-leg,4-leg","Signalized","","All","","2017-11-17","CMF for 4 mainline lanes and 2 cross street lanes intersections."]
[8968,"Safety Effects of Low-Cost Systemic Safety Improvements at Signalized and Stop-Controlled Intersections","Intersection traffic control","Traffic control visibility ","Implement systemic signing and visibility improvements at signalized intersections",25.4,0.746,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","All","All",2017,3,"Signalized intersection without systemic signing and visibility improvements","",13.2,"",0.13200000000000001,"no","Before/after using empirical Bayes or full Bayes","SC","","",15,15,"","","","","","","","","","","","",2005,2014,"yes","Annual Average Daily Traffic (AADT)","","","",4272,41100,20447,111,20000,5864,2,"","4-leg","Signalized","","All","","2017-11-17","CMF for 2 mainline lanes and 2 cross street lanes 4-legged intersections."]
[8983,"Safety Evaluation of Two Curve Warning Treatments: In-Lane Curve Warning Pavement Markings and Oversized Chevron Signs","Signs","None","Install oversized chevron signs",11,0.89,"Nighttime","All","Not specified","Not specified",2017,3,"smaller 12x18in or 24x30in signs","",25.4,"",0.254,"no","Before/after using empirical Bayes or full Bayes","IA,KS,MO","","",46,46,"","","","","","","","","","","","","","","no","Annual Average Daily Traffic (AADT)",173,27235,"","","","","","","","","","","","","Night","","2017-11-17","Without advisory speed signs or presence of advisory speed sign is unknown"]
[9002,"Safety Performance Evaluation: Crash Modification Factor or Crash Modification Function?","Shoulder treatments","Other","Install a combination of shoulder rumble stripes, shoulder widening (from 0 to 2 ft) and resurface pavement",{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/Study ID 493 CRF (KABC,All).JPG\")","v":"http://www.cmfclearinghouse.org/functionimages/Study ID 493 CRF (KABC,All).JPG"},{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/Study ID 493 CMF (KABC,All).JPG\")","v":"http://www.cmfclearinghouse.org/functionimages/Study ID 493 CMF (KABC,All).JPG"},"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2017,4,"No treatment","","","","","no","Before/after using empirical Bayes or full Bayes","MO","","",16,16,"","","","","","","","","","","","","","","no","Annual Average Daily Traffic (AADT)",1000,5000,"","","","","","","",2,"","","","","All","","2017-11-17","Severity = KABC on the KABCO scale"]
[9003,"Safety Performance Evaluation: Crash Modification Factor or Crash Modification Function?","Shoulder treatments","Other","Install a combination of shoulder rumble stripes, shoulder widening (from 0 to 2 ft) and resurface pavement",{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/Study ID 493 CRF (ABCO,All).JPG\")","v":"http://www.cmfclearinghouse.org/functionimages/Study ID 493 CRF (ABCO,All).JPG"},{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/Study ID 493 CMF (ABCO,All).JPG\")","v":"http://www.cmfclearinghouse.org/functionimages/Study ID 493 CMF (ABCO,All).JPG"},"All","A (serious injury),B (minor injury),C (possible injury),O (property damage only)","Not specified","Rural",2017,4,"No treatment","","","","","no","Before/after using empirical Bayes or full Bayes","MO","","",16,16,"","","","","","","","","","","","","","","no","Annual Average Daily Traffic (AADT)",1000,5000,"","","","","","","",2,"","","","","All","","2017-11-17","Severity = ABCO on the KABCO scale"]
[9021,"Development of Crash Modification Factors for Uncontrolled Pedestrian Crossing Treatments","Pedestrians","None","Install pedestrian hybrid beacon (PHB or HAWK) with advanced yield or stop markings and signs",56.8,0.432,"Vehicle/pedestrian","All","Minor Arterial","Urban and suburban",2017,4,"No PHB or advanced yield or stop markings and signs","",13.4,"",0.13400000000000001,"no","Other before/after","AZ,FL,IL,MA,NY,NC,OR,VA,WI","","",27,27,"","","","",10,4,"","","","","","",2004,2013,"no","Annual Average Daily Traffic (AADT)",6634,48791,20673,"","","","","","","2 to 8","","","","","All","","2017-11-17","Methodology used was a combination of EB before-after and cross-sectional estimations. Also, study sites were a combination of intersection and mid-block locations."]
[9036,"Advancing Innovating Intersection Safety Treatments for Two-Lane Rural Highways","Roadway","Roadway rumble strips ","Install transverse rumble strips on stop controlled approaches in rural areas",44,0.56000000000000005,"Angle","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2015,3,"No transverse rumble strips","",33,"",0.33,"no","Before/after using empirical Bayes or full Bayes","MO,ND,OR","","",25,25,"","","","",3,3,"","","","",123,92,"","","yes","Annual Average Daily Traffic (AADT)","","","",245,11700,"",110,7000,"",2,"Roadway/roadway (not interchange related)","3-leg","Stop-controlled","","All","Undivided","2018-01-17",""]
[9055,"Advancing Innovating Intersection Safety Treatments for Two-Lane Rural Highways","Delineation","On-pavement markings ","Install supplemental intersection shaped pavement markings",49,0.51,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2015,4,"No supplemental intersection shaped pavement markings","",7,"",7.0000000000000007E-2,"no","Before/after using empirical Bayes or full Bayes","PA","","",11,11,"","","","",61,79,"","","","",52,58,"","","yes","Annual Average Daily Traffic (AADT)","","","",1890,16270,"",180,5380,"",2,"Roadway/roadway (not interchange related)","3-leg,4-leg","Uncontrolled","","All","","2018-01-17",""]
[9074,"Advancing Innovating Intersection Safety Treatments for Two-Lane Rural Highways","Delineation","On-pavement markings ","Provide \"Stop Ahead\" pavement markings",77,0.23,"All","O (property damage only)","Not specified","Rural",2015,3,"No \"Stop Ahead\" pavement markings","",4,"",0.04,"no","Before/after using empirical Bayes or full Bayes","AR,MN,NE,VT","","",41,41,"","","","",18,43,"","","","",192,398,"","","yes","Annual Average Daily Traffic (AADT)","","","",105,4800,"",25,1770,"",2,"Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","All","","2018-01-17",""]
[9077,"Advancing Innovating Intersection Safety Treatments for Two-Lane Rural Highways","Delineation","On-pavement markings ","Provide \"Stop Ahead\" pavement markings",88,0.12,"Angle","O (property damage only)","Not specified","Rural",2015,3,"No \"Stop Ahead\" pavement markings","",3,"",0.03,"no","Before/after using empirical Bayes or full Bayes","AR,MN,NE,VT","","",41,41,"","","","",9,12,"","","","",192,398,"","","yes","Annual Average Daily Traffic (AADT)","","","",105,4800,"",25,1770,"",2,"Roadway/roadway (not interchange related)","4-leg","Stop-controlled","","All","","2018-01-17",""]
[9089,"Safety Performance of Shoulder Rumble Stripes on Rural Roadways","Shoulder treatments","Other","Install a combination of shoulder rumble stripes, shoulder widening (from 0 to 2 ft) and resurface pavement",7,0.93,"All","A (serious injury),B (minor injury),C (possible injury),O (property damage only)","Not specified","Rural",2017,3,"No treatment","",5.5,"",5.5E-2,"no","Before/after using empirical Bayes or full Bayes","MO","","",172,172,"","","","",1228,372,"","","","","","",2004,2014,"no","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"","","","","Not specified","","2018-01-17","Severity = ABCO on KABCO scale"]
[9109,"Policy considerations for evaluating the safety effectiveness of passing lanes on rural two-lane highways with lower traffic volumes: Wyoming 59 case study","Roadway","Other","Provide passing lane or climbing lane",20,0.8,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2016,2,"Rural, 2-lane roads without passing lanes.","",14,"",0.14000000000000001,"no","Before/after using empirical Bayes or full Bayes","WY","","",4,4,"",26,26,"","","","",208,182,"",32,28,1997,2013,"no","","","","","","","","","","",2,"","","","","All","Undivided","2018-01-17","Applies to entire corridor with and without added passing lanes. Excluding crashes related to animals, intersections and driver impairments."]
[9124,"Safety Effectiveness of Pedestrian Crossing Enhancements","Pedestrians","None","Install enhanced RRFB pedestrian crossing at mid-block crossing location",36,0.64,"Vehicle/pedestrian","All","All","All",2017,1,"Previously unmarked or at a location with prior high-visibility markings. The data set pooled these locations in the estimation of CMFs.","",26,"",0.26,"no","Simple before/after","OR","","",19,19,"","","","",26,8,"","","","","","",2007,2015,"no","Annual Average Daily Traffic (AADT)","","",13000,"","","","","","","2 to 5","","","","20 to 45mph","All","Undivided","2018-01-17","All pedestrian related crashes"]
[9159,"Evaluating the effects of supplemental rest areas on freeway crashes caused by drowsy driving","Roadside","Other","Install supplemental rest areas",38,0.62,"Other","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other Freeways and Expressways","Not specified",2017,3,"","","","","","no","Before/after using empirical Bayes or full Bayes","notusa","","","","","","","","","",13,"","","","","","",2009,2014,"no","Annual Average Daily Traffic (AADT)",14700,106700,50300,"","","","","","",4,"","","","","Not specified","Divided by Median","2018-01-17","Drowsy driving related crashes. For areas with 2 travel lanes on each direction."]
[9164,"Evaluating the effects of supplemental rest areas on freeway crashes caused by drowsy driving","Roadside","Other","Install supplemental rest areas",11,0.89,"Other","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other Freeways and Expressways","Not specified",2017,3,"","","","","","no","Before/after using empirical Bayes or full Bayes","notusa","","","","","","","","","",16,"","","","","","",2009,2014,"no","Annual Average Daily Traffic (AADT)",14700,106700,50300,"","","","","","","4 to 10","","","","","Not specified","Divided by Median","2018-01-17","Drowsy driving related crashes. For freeway sections without a lighting system."]
[9197,"Development Of Crash Modification Factors For The Application Of The Safetyedge Treatment On Two-Lane Rural Roads","Shoulder treatments","Other","Install safety edge treatment",-4.8,1.048,"All","All","Principal Arterial Other","Rural",2017,4,"Drop-off pavement edge","",4.2,"",4.2000000000000003E-2,"no","Before/after using empirical Bayes or full Bayes","OH","","",447,447,"",576,576,"",3899,718,"",3847,606,"","","",2006,2014,"no","Annual Average Daily Traffic (AADT)",100,11905,3266,"","","","","","",2,"","","","","Not specified","","2018-06-17","Excludes intersection-related crashes and animal-related crashes"]
[9202,"Development Of Crash Modification Factors For The Application Of The Safetyedge Treatment On Two-Lane Rural Roads","Shoulder treatments","Other","Install safety edge treatment",1.4,0.98599999999999999,"All","K (fatal),A (serious injury),B (minor injury)","Principal Arterial Other","Rural",2017,4,"Drop-off pavement edge","",5.0999999999999996,"",5.0999999999999997E-2,"no","Before/after using empirical Bayes or full Bayes","NC","","",727,727,"",369,369,"",1176,472,"",2375,948,"","","",2005,2014,"no","Annual Average Daily Traffic (AADT)",10,18600,3175,"","","","","","",2,"","","","","Not specified","","2018-06-17","Excludes intersection-related crashes and animal-related crashes"]
[9217,"Development Of Crash Modification Factors For The Application Of The Safetyedge Treatment On Two-Lane Rural Roads","Shoulder treatments","Other","Install safety edge treatment",18.7,0.81299999999999994,"Head on","All","Principal Arterial Other","Rural",2017,5,"Drop-off pavement edge","",7.6,"",7.5999999999999998E-2,"no","Before/after using empirical Bayes or full Bayes","FL,IA,NC,OH,PA","","",1663,1663,"",1321,1321,"",518,155,"",7467,2958,"","","",2005,2014,"no","Annual Average Daily Traffic (AADT)",10,18600,3175,"","","","","","",2,"","","","","Not specified","","2018-06-17","Excludes intersection-related crashes and animal-related crashes."]
[9236,"Statewide Analysis of Bicycle Crashes","Bicyclists","None","Install bicycle lanes",-69,1.69,"Vehicle/bicycle","All","Principal Arterial Other","Urban",2017,2,"No bicycle lane","","","","","no","Regression cross-section","FL","","","","",509,"","",215,"","","","","","","","",2011,2014,"no","Annual Average Daily Traffic (AADT)",600,50500,11704,"","","","","","",2,"","","","","Not specified","Divided by Median","2018-06-17","Minor arterial, major collector, and minor collector facility types were also included."]
[9251,"Statewide Analysis of Bicycle Crashes","Pedestrians","None","Install sidewalk",-87,1.87,"Vehicle/bicycle","All","Principal Arterial Other","Urban",2017,3,"No sidewalk present","","","","","no","Regression cross-section","FL","","","","",1209,"","",2049,"","","","","","","","",2011,2014,"no","Annual Average Daily Traffic (AADT)",5700,98500,42085,"","","","","","",6,"","","","","Not specified","Divided by Median","2018-06-17","Minor Arterial, Major Collector, and Minor Collector facility types included."]
[9264,"Effects of turning on and off red light cameras on fatal crashes in large U.S. cities","Advanced technology and ITS","None","Install red-light cameras",21.3,0.78700000000000003,"Other","K (fatal)","Not specified","Urban",2017,3,"Signalized Intersections Without Red Light Cameras","",4.2,"",4.2000000000000003E-2,"no","Regression cross-section","AL,AK,AZ,CA,CO,DC,FL,GA,HI,ID,IL,IN,IA,KS,KY,LA,MA,MI,MN,MO,NE,NV,NJ,NY,NC,OH,OK,OR,PA,TN,TX,VA,WA,WI","","","","","","","","","","","","","","","","",1992,2014,"yes","","","","","","","","","","","","","","Signalized","","All","","2018-06-17","CMF applies to fatal red light running crashes in large cities (>200,000 residents)"]
[9270,"Another look at the safety effects of horizontal curvature on rural two-lane highways","Alignment","None","Flatten horizontal curve","",{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/CMFunction_Level_Total4.jpg\")","v":"http://www.cmfclearinghouse.org/functionimages/CMFunction_Level_Total4.jpg"},"All","All","Not specified","Rural",2017,3,"Sharper horizontal curves with longer approach and departure tangents.","","","","","no","Regression cross-section","WA","",3704,"","",2035,"","",19473,"","",14245,"","",25928,"","",2005,2011,"no","Annual Average Daily Traffic (AADT)",150,25204,2704,"","","","","","",2,"","","","50-60","All","Undivided","2018-06-17","CMF compares crashes on flatter horizontal curve with crashes on sharper curve plus removed tangent lengths.  Vertical grades are less than 3%."]
[9285,"Safe roundabouts for cyclists","Intersection geometry","Intersection geometry reconfiguration ","Conversion of intersection into single-lane roundabout",25,0.75,"All","All","Not specified","All",2017,3,"signalized, stop-controlled, yield-controlled and non-controlled intersections","",4.8499999999999996,"",4.8000000000000001E-2,"no","Before/after using comparison group","notusa","","","","","","","","","",381,"","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","No values chosen.","Not specified","40km/h to 130km/h","All","All","2018-06-17","Central island height=0 to 1.9mAll central island diameters (0-60m)"]
[9303,"Time series trends of the safety effects of pavement resurfacing","Roadway","Pavement condition and friction ","Resurface pavement",31.2,0.68799999999999994,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Other","Urban",2017,4,"","",8.6999999999999993,"",8.6999999999999994E-2,"no","Before/after using comparison group","FL","","",195,195,"",115.443,115.443,"",612,"","","","","","","",2004,2013,"no","Annual Average Daily Traffic (AADT)",2100,40500,8659,"","","","","","","2020-01-04","","","","25mph to 65mph","Not specified","","2018-06-17","First year after treatment implementation"]
[9322,"Safe roundabouts for cyclists","Intersection geometry","Intersection geometry reconfiguration ","Conversion of intersection into single-lane roundabout",45,0.55000000000000004,"Other","All","Not specified","Urban",2017,2,"signalized, stop-controlled, yield-controlled and non-controlled intersections","",16.100000000000001,"",0.161,"no","Before/after using comparison group","notusa","","","","","","","","","",18,"","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","No values chosen.","Not specified","40km/h to 130km/h","All","All","2018-06-17","Crash type: all except bicycleType of bicycle facility at roundabout: No facility, mixed traffic"]
[9337,"Safe roundabouts for cyclists","Intersection geometry","Intersection geometry reconfiguration ","Conversion of intersection into single-lane roundabout",-239,3.39,"Vehicle/bicycle","All","Not specified","All",2017,2,"signalized, stop-controlled, yield-controlled and non-controlled intersections","",120,"",1.2,"no","Before/after using comparison group","notusa","","","","","","","","","",27,"","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","No values chosen.","Not specified","40km/h to 130km/h","All","All","2018-06-17","Type of bicycle facility: Cycle laneCentral island height=0 to 1.9mCentral island diameter=20m-39.9m"]
[9341,"Safe roundabouts for cyclists","Intersection geometry","Intersection geometry reconfiguration ","Conversion of intersection into single-lane roundabout",-133,2.33,"Vehicle/bicycle","All","Not specified","All",2017,3,"signalized, stop-controlled, yield-controlled and non-controlled intersections","",42.3,"",0.42299999999999999,"no","Before/after using comparison group","notusa","","","","","","","","","",80,"","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","No values chosen.","Not specified","40km/h to 130km/h","All","All","2018-06-17","Type of bicycle facility: Cycle laneCentral island height: AllCentral island diameter: All"]
[9356,"Safe roundabouts for cyclists","Intersection geometry","Intersection geometry reconfiguration ","Conversion of intersection into single-lane roundabout",43,0.56999999999999995,"Other","All","Not specified","All",2017,2,"signalized, stop-controlled, yield-controlled and non-controlled intersections","",13.8,"",0.13800000000000001,"no","Before/after using comparison group","notusa","","","","","","","","","",25,"","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","No values chosen.","Not specified","40km/h to 130km/h","All","All","2018-06-17","Crash type: All except bicycle crashesType of bicycle facility: Cycle trackCentral island height=0 to 1.9mCentral island diameter: All"]
[9371,"Time series trends of the safety effects of pavement resurfacing","Roadway","Pavement condition and friction ","Resurface pavement",1.1000000000000001,0.98899999999999999,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury),O (property damage only)","Principal Arterial Other","Urban",2017,2,"","",9.6,"",9.6000000000000002E-2,"no","Before/after using comparison group","FL","","","","","","","","","","","","","","","","",2004,2013,"no","Annual Average Daily Traffic (AADT)",2100,40500,8659,"","","","","","","2020-01-04","","","","25mph to 65mph","Not specified","","2018-06-17","1) Third year after treatment implementation2) Heavy vehicle >3.3%"]
[9394,"Crash Modification Factors for Median Cable Barriers in Tennessee","Roadside","Median barriers ","Install cable median barrier",-7,1.07,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","",2018,2,"Roadways without median cable barriers","","","","","no","Before/after using comparison group","TN","","",316,316,"","","","","","","","","","",1264,948,2003,2013,"no","","","","","","","","","","","","","","","","All","","2018-10-27",""]
[9411,"Evaluating the Safety Effects of Span Wire to Mast Arm Signal Conversion","Intersection traffic control","Other","Convert signal from span wire to mast arm",-3,1.03,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Urban and suburban",2018,2,"Signalized intersection with signal mounted on a span wire.","",13.9,"",0.13900000000000001,"no","Before/after using empirical Bayes or full Bayes","VA","","",26,26,"","","","","","","","","","","","","","","yes","","","","","","","","","","","","Not specified","3-leg,4-leg","Signalized","","All","","2018-10-27","This CMF applies to KABC crashes at urban or suburban signalized 3- or 4-leg intersections."]
[9413,"Evaluating the Safety Effects of Span Wire to Mast Arm Signal Conversion","Intersection traffic control","Other","Convert signal from span wire to mast arm",0,1,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","All",2018,2,"Signalized intersection with signal mounted on a span wire.","",12.8,"",0.128,"no","Before/after using empirical Bayes or full Bayes","VA","","",25,25,"","","","","","","","","","","","","","","yes","","","","","","","","","","","","Not specified","4-leg","Signalized","","All","","2018-10-27","This CMF applies to all KABC crashes at 4-leg signalized intersections."]
[9428,"Evaluating The Imapct of Rumble Strips on Fatal and Injury Freeway Crashes","Shoulder treatments","Shoulder rumble strips","Install shoulder rumble strips",14,0.86,"Other","K (fatal),A (serious injury)","All","Urban",2018,2,"Freeways without rumble strips","",27,"",0.27,"no","Regression cross-section","CA,ME,WA","",321,"","","","","","","","","","","",963,"","",2005,2008,"no","Annual Average Daily Traffic (AADT)",8173,307666,78880,"","","","","","","2020-04-10","","","","","All","Divided by Median","2018-10-27","This CMF is for multiple-vehicle fatal and serious injury crashes."]
[9443,"Safety Effects of Different Driveway Types Defined in Highway Safety Manual","Access management","None","Change driveway type",-78,1.78,"Angle,Fixed object,Left turn,Rear end,Vehicle/bicycle,Vehicle/pedestrian","All","Not specified","Urban and suburban",2018,2,"Industrial/Institutional driveway on 3-lane urban roadway with TWLTL","","","","","no","Regression cross-section","IL","","","","","","","","","","","","","","","","",2005,2009,"no","","","","","","","","","","",3,"","","","35-40 MPH","All","Divided by TWLTL","2018-10-27","This CMF applies to the change from industrial/institutional driveway to commercial driveway."]
[9462,"Safety Effects of Different Driveway Types Defined in Highway Safety Manual","Access management","None","Change driveway type",-119.7,2.1970000000000001,"Angle,Fixed object,Left turn,Rear end,Vehicle/bicycle,Vehicle/pedestrian","All","Not specified","Urban and suburban",2018,2,"Commercial driveway on 5-lane urban roadway with TWLTL","","","","","no","Regression cross-section","IL","","","","","","","","","","","","","","","","",2005,2009,"no","","","","","","","","","","",5,"","","","35-40 MPH","All","Divided by TWLTL","2018-10-27","This CMF applies to the change from commercial driveway to commercial driveway with drive-through."]
[9468,"Safety Effects of Different Driveway Types Defined in Highway Safety Manual","Access management","None","Change driveway type",-1854.5,19.545000000000002,"Angle,Fixed object,Left turn,Rear end,Vehicle/bicycle,Vehicle/pedestrian","All","Not specified","Urban and suburban",2018,2,"Residential driveway on 5-lane urban roadway with TWLTL","","","","","no","Regression cross-section","IL","","","","","","","","","","","","","","","","",2005,2009,"no","","","","","","","","","","",5,"","","","35-40 MPH","All","Divided by TWLTL","2018-10-27","This CMF applies to the change from residential driveway to commercial driveway with drive-through."]
[9491,"Safety Effects of Different Driveway Types Defined in Highway Safety Manual","Access management","None","Change driveway type",-111.1,2.1110000000000002,"Angle,Fixed object,Left turn,Rear end,Vehicle/bicycle,Vehicle/pedestrian","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Urban and suburban",2018,2,"Commercial driveway on 5-lane urban roadway with TWLTL","","","","","no","Regression cross-section","IL","","","","","","","","","","","","","","","","",2005,2009,"no","","","","","","","","","","",5,"","","","35-40 MPH","All","Divided by TWLTL","2018-10-27","This CMF applies to the change from commercial driveway to commercial driveway with drive-through."]
[9496,"Safety Effects of Different Driveway Types Defined in Highway Safety Manual","Access management","None","Change driveway type",89.1,0.109,"Angle,Fixed object,Left turn,Rear end,Vehicle/bicycle,Vehicle/pedestrian","O (property damage only)","Not specified","Urban and suburban",2018,2,"Commercial driveway on 2-lane undivided urban roadway","","","","","no","Regression cross-section","IL","","","","","","","","","","","","","","","","",2005,2009,"no","","","","","","","","","","",2,"","","","35-40 MPH","All","Undivided","2018-10-27","This CMF applies to the change from commercial driveway to a residential driveway."]
[9511,"Safety Effects of Different Driveway Types Defined in Highway Safety Manual","Access management","None","Change driveway type",-970.2,10.702,"Angle,Fixed object,Left turn,Rear end,Vehicle/bicycle,Vehicle/pedestrian","O (property damage only)","Not specified","Urban and suburban",2018,2,"Residential driveway on 4-lane undivided urban roadway","","","","","no","Regression cross-section","IL","","","","","","","","","","","","","","","","",2005,2009,"no","","","","","","","","","","",4,"","","","35-40 MPH","All","Undivided","2018-10-27","This CMF applies to the change from residential driveway to commercial driveway."]
[9530,"Safety Effects of Different Driveway Types Defined in Highway Safety Manual","Roadway","Number of lanes ","Change urban or suburban roadway cross-section",-62.7,1.627,"Angle,Fixed object,Left turn,Rear end,Sideswipe,Vehicle/bicycle,Vehicle/pedestrian","All","Not specified","Urban and suburban",2018,2,"Commercial driveway access to three-lane roadway divided by TWLTL","","","","","no","Regression cross-section","IL","","","","","","","","","","","","","","","","",2005,2009,"no","","","","","","","","","","",3,"","","","35-40 MPH","All","Divided by TWLTL","2018-10-27","This CMF applies for changing the roadway cross-section from three-lane divided by TWLTL to four-lane undivided at a commercial driveway."]
[9545,"Safety Effects of Different Driveway Types Defined in Highway Safety Manual","Roadway","Number of lanes ","Change urban or suburban roadway cross-section",-131,2.31,"Angle,Fixed object,Left turn,Rear end,Sideswipe,Vehicle/bicycle,Vehicle/pedestrian","All","Not specified","Urban and suburban",2018,2,"Residential driveway access to two-lane undivided roadway","","","","","no","Regression cross-section","IL","","","","","","","","","","","","","","","","",2005,2009,"no","","","","","","","","","","",2,"","","","35-40 MPH","All","Undivided","2018-10-27","This CMF applies for changing the roadway cross-section from two-lane undivided to 5-lane divided by TWLTL at a Residential driveway."]
[9559,"Safety Evaluation of Change in Posted Speed Limit From 65 MPH to 70 MPH on Rural Virginia Interstate System","Speed management","None","Increase speed limit from 65 mph to 70 mph",-0.7,1.0069999999999999,"All","All","Principal Arterial Interstate","Rural",2018,4,"Interstate system with 65 MPH","",1.9,"",1.9E-2,"no","Before/after using empirical Bayes or full Bayes","VA","","","","","","","","","",4168,"","","","","","",2006,2014,"no","Annual Average Daily Traffic (AADT)",3279,21686,19687,"","","","","","","2020-02-04","","","",65,"All","","2018-10-27","CMF for sites with other improvements."]
[9564,"Safety Evaluation of Change in Posted Speed Limit From 65 MPH to 70 MPH on Rural Virginia Interstate System","Speed management","None","Increase speed limit from 65 mph to 70 mph",-3.8,1.038,"All","All","Principal Arterial Interstate","Rural",2018,4,"Interstate system with 65 MPH","",2,"",0.02,"no","Before/after using empirical Bayes or full Bayes","VA","","","","","","","","","",4712,"","","","","","",2006,2014,"no","Annual Average Daily Traffic (AADT)",3279,21686,19687,"","","","","","","2020-02-04","","","",65,"All","","2018-10-27","CMF for sites without other improvements."]
[9579,"Safety Effects of Different Driveway Types Defined in Highway Safety Manual","Roadway","Number of lanes ","Change urban or suburban roadway cross-section",77.8,0.222,"Angle,Fixed object,Left turn,Rear end,Sideswipe,Vehicle/bicycle,Vehicle/pedestrian","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Urban and suburban",2018,2,"Industrial/institutional driveway access to four-lane undivided roadway","","","","","no","Regression cross-section","IL","","","","","","","","","","","","","","","","",2005,2009,"no","","","","","","","","","","",4,"","","","35-40 MPH","All","Undivided","2018-10-27","This CMF applies for changing the roadway cross-section from four-lane undivided to two-lane undivided at an industrial/institutional driveway."]
[9594,"Safety Evaluation of Change in Posted Speed Limit From 65 MPH to 70 MPH on Rural Virginia Interstate System","Speed management","None","Increase speed limit from 65 mph to 70 mph",8.1999999999999993,0.91800000000000004,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Interstate","Rural",2018,4,"Interstate system with 65 MPH","",3.2,"",3.2000000000000001E-2,"no","Before/after using empirical Bayes or full Bayes","VA","","",776,776,"",1076,1076,"","",1205,"",4304,4304,"",3104,3104,2006,2014,"no","Annual Average Daily Traffic (AADT)",3279,58887,19565,"","","","","","","2020-02-04","","","",65,"All","","2018-10-27","CMF for crashes at base freeway segments."]
[9614,"Safety Evaluation of Change in Posted Speed Limit From 65 MPH to 70 MPH on Rural Virginia Interstate System","Speed management","None","Increase speed limit from 65 mph to 70 mph",6.3,0.93700000000000006,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Interstate","Rural",2018,4,"Interstate system with 65 MPH","",5,"",0.05,"no","Before/after using empirical Bayes or full Bayes","VA","","",1183,1183,"",1216,1216,"","",406,"",1216,1216,"",1183,1183,2006,2014,"no","Annual Average Daily Traffic (AADT)",3279,21686,19687,"","","","","","","2020-02-04","","","",65,"All","","2018-10-27","CMF of 2 year after speed limit increase."]
[9630,"Safety Effects of Different Driveway Types Defined in Highway Safety Manual","Roadway","Number of lanes ","Change urban or suburban roadway cross-section",-12.8,1.1279999999999999,"Angle,Fixed object,Left turn,Rear end,Sideswipe,Vehicle/bicycle,Vehicle/pedestrian","O (property damage only)","Not specified","Urban and suburban",2018,2,"Industrial/institutional driveway access to three-lane roadway divided by TWLTL","","","","","no","Regression cross-section","IL","","","","","","","","","","","","","","","","",2005,2009,"no","","","","","","","","","","",3,"","","","35-40 MPH","All","Divided by TWLTL","2018-10-27","This CMF applies for changing the roadway cross-section from three-lane divided by TWLTL to five-lane divided by TWLTL at an industrial/institutional driveway."]
[9647,"Safety Effects of Different Driveway Types Defined in Highway Safety Manual","Roadway","Number of lanes ","Change urban or suburban roadway cross-section",-79.099999999999994,1.7909999999999999,"Angle,Fixed object,Left turn,Rear end,Sideswipe,Vehicle/bicycle,Vehicle/pedestrian","O (property damage only)","Not specified","Urban and suburban",2018,2,"Residential driveway access to three-lane roadway divided by TWLTL","","","","","no","Regression cross-section","IL","","","","","","","","","","","","","","","","",2005,2009,"no","","","","","","","","","","",3,"","","","35-40 MPH","All","Divided by TWLTL","2018-10-27","This CMF applies for changing the roadway cross-section from three-lane divided by TWLTL to five-lane divided by TWLTL at a Residential driveway."]
[9648,"Safety Effects of Different Driveway Types Defined in Highway Safety Manual","Roadway","Number of lanes ","Change urban or suburban roadway cross-section",42.4,0.57599999999999996,"Angle,Fixed object,Left turn,Rear end,Sideswipe,Vehicle/bicycle,Vehicle/pedestrian","O (property damage only)","Not specified","Urban and suburban",2018,2,"Residential driveway access to four-lane undivided roadway","","","","","no","Regression cross-section","IL","","","","","","","","","","","","","","","","",2005,2009,"no","","","","","","","","","","",4,"","","","35-40 MPH","All","Undivided","2018-10-27","This CMF applies for changing the roadway cross-section from four-lane undivided to two-lane undivided at a Residential driveway."]
[9663,"Safety Evaluation of The Safetyedge Treatment for Pavement Edge Drop-Offs on Two-Lane Rural Roads","Shoulder treatments","Other","Install safety edge treatment",-0.9,1.0089999999999999,"Other","All","Not specified","Rural",2018,4,"","",7.5,"",7.4999999999999997E-2,"no","Before/after using empirical Bayes or full Bayes","FL,IA,NC,OH,PA","FL-Marion County only","",1379,1379,"","","","","",220,"","","","","","",2005,2015,"no","Annual Average Daily Traffic (AADT)","","",2560,"","","","","","",2,"","","","","All","Undivided","2018-10-27","CMF for sites with EB expected crashes < 0.34 per mile per year before treatment"]
[9684,"Estimating Crash Modification Factors for Lane Departure Countermeasures in Kansas","Shoulder treatments","Shoulder rumble strips","Install shoulder rumble strips",9,0.91,"Run off road","All","Not specified","All",2017,3,"","",4.9000000000000004,"",4.9000000000000002E-2,"no","Regression cross-section","KS","",12065,"","",2316,"","","","","","","","","","","",2009,2014,"no","Annual Average Daily Traffic (AADT)",570,80400,15258,"","","","","","",4,"","","","","All","Divided by Median","2018-10-27","CMF for tangent segments with paved shoulders>=2ft"]
[9702,"Examining the Safety Effect of Centerline Rumble Strips on Curves on Rural Two-Lane Roads","Roadway","Roadway rumble strips ","Install centerline rumble strips",24.4,0.75600000000000001,"Fixed object,Run off road","All","Not specified","Rural",2018,4,"","",5,"",0.05,"no","Before/after using empirical Bayes or full Bayes","VA","","",413,413,"",106.1,106.1,"",462,352,"",530.5,530.5,"",2065,2065,2004,2016,"no","Annual Average Daily Traffic (AADT)",2100,18000,"","","","","","","",2,"","","","","All","Undivided","2018-10-27","CMF for off-road fixed object and run-off-road crashes. CMF for both all segments (both tangents and horizontal curves)"]
[9717,"Safety Evaluation of Alternative Audible Lane Departure Warning Treatments in Reducing Traffic Crashes: an Empirical Bayes Observational Before-After Study","Shoulder treatments","Shoulder rumble strips","Install alternative audible lane departure warning treatments",40,0.6,"Head on,Run off road,Sideswipe","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2018,3,"","",8,"",0.08,"no","Before/after using empirical Bayes or full Bayes","TX","TxDOT's Atlanta District","",33,33,"",189,189,"","",63,"",567,"","",99,"",2012,2016,"no","Average Daily Traffic (ADT)",237,3880,12681,"","","","","","",2,"","","","","Not specified","Undivided","2018-10-27","CMF for single vehicle run-off-road crashes and opposite direction crashesSpecific SPF for Texas  was used"]
[9732,"Estimating Crash Modification Factors for Lane Departure Countermeasures in Kansas","Roadside","Median barriers ","Install cable median barrier",50,0.5,"All","All","Not specified","Not specified",2017,2,"","",9.6,"",9.6000000000000002E-2,"no","Regression cross-section","KS","",1545,"","",258.2,"","","","","","","","","","","",2009,2014,"no","Annual Average Daily Traffic (AADT)",2670,79800,26920,"","","","","","",4,"","","","65-70mph","All","Divided by Median","2018-10-27","CMF for lane departure crashes"]
[9733,"Estimating Crash Modification Factors for Lane Departure Countermeasures in Kansas","Roadside","Median barriers ","Install cable median barrier",18,0.82,"Run off road","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Not specified",2017,2,"","",4.5999999999999996,"",4.5999999999999999E-2,"no","Regression cross-section","KS","",1545,"","",258.2,"","","","","","","","","","","",2009,2014,"no","Annual Average Daily Traffic (AADT)",2670,79800,26920,"","","","","","",4,"","","","65-70mph","All","Divided by Median","2018-10-27","CMF for lane departure crashes"]
[9752,"Safety Evaluation of Corner Clearance at Signalized Intersections","Access management","None","Presence of driveway on an intersection receiving corner",-42,1.42,"Angle","All","Not specified","Not specified",2018,4,"No driveways within 50 feet of any approach corner at a signalized intersection","",20,"",0.2,"no","Regression cross-section","CA,NC","",275,"","","","","",1018,"","","","","",825,"","",2009,2011,"yes","Annual Average Daily Traffic (AADT)","","","",10406,93000,37945,500,48000,8598,"","Roadway/roadway (not interchange related)","4-leg","Signalized","","All","","2018-10-27","This CMF is for the presence of a driveway on 1 receiving corner within 50 feet of a signalized intersection compared to no driveways present."]
[9772,"Estimating Safety Effects of Adaptive Signal Control Technology using the Empirical Bayes Method","Intersection traffic control","Signal phasing or timing","Install adaptive traffic signal control",22,0.78,"Multiple vehicle","All","Not specified","Urban and suburban",2018,3,"Traditional traffic signal","",10.7,"",0.107,"no","Before/after using empirical Bayes or full Bayes","PA","Pittsburgh","",12,12,"","","","","","","","","","",42,42,"","","yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","3-leg","Signalized","","All","","2018-10-27","Applies to crashes within 350 feet of an intersection. Both SURTRAC and InSync adaptive signal systems"]
[9781,"Estimating Safety Effects of Adaptive Signal Control Technology using the Empirical Bayes Method","Intersection traffic control","Signal phasing or timing","Install adaptive traffic signal control",78,0.22,"Multiple vehicle","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Urban and suburban",2018,3,"Traditional traffic signal","",10.7,"",0.107,"no","Before/after using empirical Bayes or full Bayes","PA","","",9,9,"","","","","","","","","","",36,27,"","","yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","3-leg","Signalized","","All","","2018-10-27","Applies to crashes within 350 feet of an intersection. InSync adaptive signal control system installed"]
[9800,"Safety Evaluation of Profiled Thermoplastic Pavement Markings","Delineation","On-pavement markings ","Install profiled thermoplastic pavement markings",-6.1,1.0609999999999999,"Run off road","All","Not specified","Rural",2018,4,"flat-line thermoplastic or other standard markings","",5.6,"",5.6000000000000001E-2,"no","Before/after using empirical Bayes or full Bayes","FL,SC","","","","","",849,849,"",1460,464,"",4697,2137,"","","",2005,2014,"no","Annual Average Daily Traffic (AADT)",120,133762,8244,"","","","","","","2020-02-10","","","","25mph to 70mph","Not specified","All","2018-10-27",""]
[9815,"Safety Evaluation of Profiled Thermoplastic Pavement Markings","Delineation","On-pavement markings ","Install profiled thermoplastic pavement markings",-0.9,1.0089999999999999,"Sideswipe","All","Not specified","Rural",2018,3,"flat-line thermoplastic or other standard markings","",17.7,"",0.17699999999999999,"no","Before/after using empirical Bayes or full Bayes","SC","","","","","",341,341,"",87,36,"",2176,789,"","","",2005,2014,"no","Annual Average Daily Traffic (AADT)",120,23371,5881,"","","","","","","2020-02-04","","","","","Not specified","All","2018-10-27","CMF for sideswipe-same direction crashes"]
[9820,"Assessing Effects of Transit Signal Priority on Traffic Safety: Empirical Bayes Before-After Study Using King County, Washington Data","Transit","None","Implement transit signal priority",5.0999999999999996,0.94899999999999995,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Urban",2018,3,"No TSP","",3.2,"",3.2000000000000001E-2,"no","Before/after using empirical Bayes or full Bayes","WA","King County","",11,11,"","","","","",1330,"","","","","","",2002,2015,"yes","Annual Average Daily Traffic (AADT)","","","",7268,44576,26705,"","","","","Roadway/railroad grade crossing","No values chosen.","Signalized","","Not specified","","2018-10-27",""]
[9835,"Safety Evaluation of Edge-Line Rumble Stripes on Rural Two-Lane Horizontal Curves","Roadway","Roadway rumble strips ","Install edgeline rumble strips at horizontal curve",21,0.79,"All","All","All","Rural",2017,4,"A statewide horizontal curve warning sign upgrade program was in effect when the ELRS were installed.","",4,"",0.04,"no","Before/after using empirical Bayes or full Bayes","OH","","","","","",42.25,42.25,"",894,405,"",217.01,120.99,"","","",2005,2013,"no","Annual Average Daily Traffic (AADT)",240,15670,2784,"","","","","","",2,"","","","","All","Undivided","2018-10-27","The CMF is for Total crashes (all types and severities combined). The CMF includes the effects of a statewide horizontal curve warning sign upgrade program."]
[9855,"Identifying the Safety Impact of Signal Coordination Projects along Urban Arterials Using a Meta-analysis Method","Intersection traffic control","Other","Coordinate arterial signals",-163,2.63,"All","O (property damage only)","Not specified","Suburban",2018,2,"No coordination between arterial signals","",158,"",1.58,"no","Before/after using comparison group","IL","","",1,1,"","","","",2,3,"","","","",1,1,"","","no","Average Daily Traffic (ADT)","","",10316,"","","","","","","","","","","","All","","2018-11-19","The CMF applies to all crashes along the corridor.Applies for both suburban principal arterial-other and minor arterial."]
[9888,"Safety Evaluation of Protected Left-Turn Phasing and Leading Pedestrian Intervals on Pedestrian Safety","Intersection traffic control","Signal phasing or timing","Change permissive left-turn phasing to protected only or protected/permissive",-13.6,1.1359999999999999,"Vehicle/pedestrian","All","All","",2018,4,"Intersections with permissive left-turn signal phasing.","",14.6,"",0.14599999999999999,"no","Before/after using empirical Bayes or full Bayes","IL","Chicago","",27,27,"","","","",127,90,"","","","","","",2005,2014,"yes","Annual Average Daily Traffic (AADT)","","","",9912,36500,19546,4133,26148,12917,"","Roadway/roadway (not interchange related)","Not specified","Signalized","","All","","2019-03-11","Crash Type = Vehicle-Pedestrian Crashes"]
[9904,"Safety Evaluation of Protected Left-Turn Phasing and Leading Pedestrian Intervals on Pedestrian Safety","Intersection traffic control","Signal phasing or timing","Modify signal phasing (implement a leading pedestrian interval)",10,0.9,"All","All","All","Urban and suburban",2018,4,"Signal phasing without leading pedestrian interval","",3,"",0.03,"no","Before/after using empirical Bayes or full Bayes","IL","Chicago","",42,42,"","","","","",1096,"","","","","","",2005,2014,"yes","Annual Average Daily Traffic (AADT)","","","",6650,32363,16407,1850,25883,8544,"","Roadway/roadway (not interchange related)","Not specified","Signalized","","All","","2019-03-11","Crash Type = Total Crashes.This CMF is for sites where LPIs were implemented at all crossings (across major and minor roads)"]
[9925,"Effects of Signalization at Rural Intersections Considering the Elderly Driving Population","Intersection traffic control","Traffic control type ","Install a traffic signal","",{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/560_4-legTwoWay_PDO_noElderly.jpg\")","v":"http://www.cmfclearinghouse.org/functionimages/560_4-legTwoWay_PDO_noElderly.jpg"},"All","O (property damage only)","Not specified","Rural",2019,3,"Two- way stop-controlled","","","","","no","Regression cross-section","FL","",112,"","","","","","","","","","","",448,"","",2011,2014,"yes","Annual Average Daily Traffic (AADT)","","","","","",4674,"","",1972,"","Roadway/roadway (not interchange related)","4-leg","Other","","All","","2019-07-26","This CMF is for crashes not involving elderly drivers."]
[9930,"Effects of Signalization at Rural Intersections Considering the Elderly Driving Population","Intersection traffic control","Traffic control type ","Install a traffic signal","",{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/560_4-legTwoWay_RE_Elderly.jpg\")","v":"http://www.cmfclearinghouse.org/functionimages/560_4-legTwoWay_RE_Elderly.jpg"},"Rear end","All","Not specified","Rural",2019,3,"Two- way stop-controlled","","","","","no","Regression cross-section","FL","",112,"","","","","","","","","","","",448,"","",2011,2014,"yes","Annual Average Daily Traffic (AADT)","","","","","",4674,"","",1972,"","Roadway/roadway (not interchange related)","4-leg","Other","","All","","2019-07-26","This CMF is for crashes involving elderly drivers."]
[9947,"Safety Effects of Pavement Maintenance Treatments for Two-Lane Rural Roads – Insights for Pavement Management","Roadway","Pavement condition and friction ","Improve pavement condition as measured by International Roughness Index (IRI)",5.8,0.94199999999999995,"All","O (property damage only)","All","Rural",2019,"Cannot be rated (insufficient information)","Pavement with lower IRI","",2.7,"",2.7E-2,"no","Before/after using empirical Bayes or full Bayes","notusa","Ontario","",203,203,"","","","","","","","","","","","",2000,2013,"no","Annual Average Daily Traffic (AADT)",500,27300,5046,"","","","","","",2,"","","","","","Undivided","2019-03-18","CMF for sites with before crashes/km/year less than 0.18"]
[9963,"Safety Effects of Pavement Maintenance Treatments for Two-Lane Rural Roads – Insights for Pavement Management","Roadway","Pavement condition and friction ","Improve pavement condition as measured by International Roughness Index (IRI)",8.9,0.91100000000000003,"All","O (property damage only)","All","Rural",2019,"Cannot be rated (insufficient information)","Pavement with lower IRI","",3.2,"",3.2000000000000001E-2,"no","Before/after using empirical Bayes or full Bayes","notusa","Ontario","",103,103,"","","","","","","","","","","","",2000,2013,"no","Annual Average Daily Traffic (AADT)",500,27300,5046,"","","","","","",2,"","","","","","Undivided","2019-03-18","CMF for arterial with IRI less than than 2.5"]
[9978,"Safety Effects of Pavement Maintenance Treatments for Two-Lane Rural Roads – Insights for Pavement Management","Roadway","Pavement condition and friction ","Improve pavement condition as measured by International Roughness Index (IRI)",3,0.97,"All","K (fatal),A (serious injury)","All","Rural",2019,"Cannot be rated (insufficient information)","Pavement with lower IRI","",9.4,"",9.4E-2,"no","Before/after using empirical Bayes or full Bayes","notusa","Ontario","",49,49,"","","","","","","","","","","","",2000,2013,"no","Annual Average Daily Traffic (AADT)",500,27300,5046,"","","","","","",2,"","","","","","Undivided","2019-03-18","CMF for collectors with IRI change equal or more than 2"]
[9996,"Passing Lanes: Safety and Performance","Roadway","Other","Provide passing lane or climbing lane",20,0.8,"Single vehicle","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2019,3,"No Passing Lane Present","","","","","no","Other before/after","notusa","","",368,368,"","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","All","Undivided","2019-07-26","Applies to crashes along the 2 kilometer section of road upstream of where the passing lane was installed."]
[10001,"Passing Lanes: Safety and Performance","Roadway","Other","Provide passing lane or climbing lane",-4.3,1.0429999999999999,"Other","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2019,2,"No Passing Lane Present","","","","","no","Other before/after","notusa","","",153,153,"","","","","","","","","","","","","","","no","","","","","","","","","","",2,"","","","","All","Undivided","2019-07-26","CMF indicates the change in intersection crash frequency. Applies to crashes along the 5 kilometer section of road immediately downstream of where the passing lane was installed."]
[10026,"Evaluation of the Impact of the I-66 Active Traffic Management System: Phase II","Advanced technology and ITS","None","Implement Active Traffic Management Strategies",-14.1,1.141,"Rear end","All","Principal Arterial Interstate","Suburban",2018,3,"Interstate segment with static speed limits and no lane use control signals.","",10.7,"",0.107,"no","Before/after using empirical Bayes or full Bayes","VA","","",3,3,"",5.8,5.8,"",500,146,"",23.2,5.8,"",12,3,2011,2016,"no","Annual Average Daily Traffic (AADT)",167000,184000,176667,"","","","","","","2020-06-08","","","","","All","Divided by Median","2019-07-26","Applies to a segment with advisory variable speed limits and lane use control signals."]
[10040,"Quantifying the Safety Effectiveness of Snow Fence Implementations Based on Crash Severity and Snow Fence Type Utilizing Contemporary Statistical Methods","Roadside","Other","Install snow fencing",50,0.5,"Other","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Interstate","Rural",2019,"Cannot be rated (insufficient information)","No Snow Fencing Along Roadside","",2.5,"",2.5000000000000001E-2,"no","Other before/after","WY","","","","","",222,222,"",569,411,"","","","","","",2003,2017,"no","","","","","","","","","","","","","","","","All","Divided by Median","2019-07-26","Applies to \"Winter Season Crashes\", defined as crashes occurring between October 15th and April 15th. Applicable for Lath, Wyoming, and Vertical/Uptright snow fences."]
[10055,"Quantifying the Safety Effectiveness of Snow Fence Implementations Based on Crash Severity and Snow Fence Type Utilizing Contemporary Statistical Methods","Roadside","Other","Install snow fencing",70,0.3,"Other","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Principal Arterial Interstate","Rural",2019,"Cannot be rated (insufficient information)","No Snow Fencing Along Roadside","",3.8,"",3.7999999999999999E-2,"no","Other before/after","WY","","","","","",55,55,"",92,68,"","","","","","",2003,2017,"no","","","","","","","","","","","","","","","","All","Divided by Median","2019-07-26","Applies to crashes occurring during winter weather conditions within the winter season, defined as crashes occurring between October 15th and April 15th which occurred when the weather condition was \"blowing snow\", \"snowing\", \"blizzard\", or \"sleet/hail/freezing rain\". Applicable for  Vertical/Upright snow fences."]
[10071,"Identification of Critical Intersection Angle through Crash Modification Functions","Intersection geometry","Intersection geometry reconfiguration ","Change minimum intersection angle","",{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/CMF-19-04486-11-urban-3-leg-2-lane.JPG\")","v":"http://www.cmfclearinghouse.org/functionimages/CMF-19-04486-11-urban-3-leg-2-lane.JPG"},"All","All","Not specified","Urban",2019,3,"","","","","","no","Regression cross-section","MN,OH","","","","","","","","","","","","","","","","",2003,2015,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","3-leg","Stop-controlled","","Not specified","","2019-07-26","Stop-controlled minor road"]
[10076,"Safety Effects of Wet-Weather Pavement Markings","Delineation","Visibility of existing markings ","Upgrade existing markings to wet-reflective pavement markings",28,0.72,"Wet road","All","Not specified","Not specified",2019,4,"","",11.2,"",0.112,"no","Before/after using empirical Bayes or full Bayes","TX","Atlanta District","",131,131,"",629.70000000000005,629.70000000000005,"","",59,"","","","","","",2011,2017,"no","","","","","","","","","","","","","","","","Night","","2020-03-23",""]
[10098,"Safety Evaluation of Roundabouts in Georgia","Intersection geometry","Intersection geometry reconfiguration ","Conversion of intersection to roundabout",69.099999999999994,0.309,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","All",2019,3,"Intersections without roundabouts","","","","","no","Before/after using empirical Bayes or full Bayes","GA","","",15,15,"","","","",89,54,"","","","",64,71,2007,2014,"yes","","","","","","","","","","","","Roadway/roadway (not interchange related)","3-leg,4-leg","Not specified","","All","Undivided","2019-07-26","Applies to the conversion of a three or four-leg intersection to a single-lane or multilane roundabout. CMF analysis includes roundabout locations with less than four average observed crashes per year in before period as one sample, roundabout locations with just a single data-year of crashes in before or after period, and omits roundabout locations with zero observed crashes in the before period."]
[10106,"The Safety Implications of the Conversion of Continuous Green T-Intersections Back to Conventional T-Intersections","Intersection geometry","Other","Convert a continuous green T-intersection to a T-intersection",71.900000000000006,0.28100000000000003,"Other","All","Not specified","Rural",2019,"Cannot be rated (insufficient information)","T-intersection with continuous green","",50.7,"",0.50700000000000001,"no","Before/after using comparison group","FL","","","","","","","","","","","","","","","","","","","yes","","","","","","","","","","","","","3-leg","","","Not specified","","2019-07-26","Non-motorized crashes"]
[10125,"Safety Impact of Edge Lines Wider Pavement Markings","Delineation","Visibility of existing markings ","Install wider edgelines (4 in to 6 in)",-1.89,1.0189999999999999,"Nighttime","All","Not specified","Rural",2019,1,"","",2.0099999999999998,"",0.02,"no","Before/after using comparison group","ID","","","","","","","","","","","","","","","","",2010,2016,"no","","","","","","","","","","",2,"","","","","All","Undivided","2019-07-26",""]
[10140,"A National-Level Safety Evaluation of Diverging Diamond Interchanges","Interchange design","None","Convert diamond interchange to Diverging Diamond Interchange (DDI) or Double Crossover Diamond (DCD)",55.9,0.441,"Angle","All","Not specified","Not specified",2019,3,"","","","","","no","Before/after using comparison group","GA,ID,KS,KY,MN,MO,NY,NC,UT,VA,WY","","",26,26,"","","","",3690,2819,"","","","","","",2006,2017,"yes","","","","","","","","","","","","","No values chosen.","","","Not specified","","2019-07-26",""]
[10145,"A National-Level Safety Evaluation of Diverging Diamond Interchanges","Interchange design","None","Convert diamond interchange to Diverging Diamond Interchange (DDI) or Double Crossover Diamond (DCD)",-44,1.44,"Sideswipe","All","Not specified","Not specified",2019,3,"","","","","","no","Before/after using comparison group","GA","","",26,26,"","","","","","","","","","","","",2006,2017,"yes","","","","","","","","","","","","","No values chosen.","","","Not specified","","2019-07-26",""]
[10160,"A National-Level Safety Evaluation of Diverging Diamond Interchanges","Interchange design","None","Convert diamond interchange to Diverging Diamond Interchange (DDI) or Double Crossover Diamond (DCD)",40,0.6,"All","O (property damage only)","Not specified","Not specified",2019,3,"","","","","","no","Before/after using comparison group","MO","","",9,9,"","","","","","","","","","","","",2008,2017,"yes","","","","","","","","","","","","","No values chosen.","","","Not specified","","2019-07-26",""]
[10176,"The influence of shoulder characteristics on the safety level of two-lane roads: A case-study","Shoulder treatments","Shoulder width ","Change shoulder width from X to Y (meters)",{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/2.JPG\")","v":"http://www.cmfclearinghouse.org/functionimages/2.JPG"},{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/21.JPG\")","v":"http://www.cmfclearinghouse.org/functionimages/21.JPG"},"Single vehicle","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2019,3,"Total shoulder width of X meters, where X is less than 2.25 meters","","","","","no","Case-control","notusa","",2010,"","","","","","","","","","","",6030,"","",2008,2010,"no","","","","","","","","","","",2,"","","","","All","Undivided","2019-12-07","This CMFunction applies when both existing (X) and proposed (Y) total shoulder width are less than 2.25 meters."]
[10194,"The influence of shoulder characteristics on the safety level of two-lane roads: A case-study","Shoulder treatments","Shoulder width ","Change shoulder width from X to Y (meters)",{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/19.JPG\")","v":"http://www.cmfclearinghouse.org/functionimages/19.JPG"},{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/191.JPG\")","v":"http://www.cmfclearinghouse.org/functionimages/191.JPG"},"All","K (fatal),A (serious injury)","Not specified","Rural",2019,3,"Total shoulder width of X meters, where X is less than 2.25 meters","","","","","no","Case-control","notusa","",2010,"","","","","","","","","","","",6030,"","",2008,2010,"no","","","","","","","","","","",2,"","","","","All","Undivided","2019-12-07","This applies when the existing total shoulder width (X) is less than 2.25 meters and the proposed total shoulder width (Y) is greater than or equal to 2.25 meters."]
[10209,"Relationship between Lane Width and Safety along Urban Expressways in Shanghai","Roadway","Lane width ","Change from standard sized lanes to undersized lanes",-211.1,3.1110000000000002,"Other","All","Principal Arterial Other Freeways and Expressways","Urban",2019,3,"Average lane width is between 3.25 meters and 3.75 meters","","","","","no","Regression cross-section","notusa","Shanghai","","","","","","","","","","","","","","","",2010,2013,"no","Average Daily Traffic (ADT)",42785,120001,"","","","","","","","4 to 8","","","","80 km/h","All","Divided by Median","2019-12-07","This CMF applies to two-vehicle crashes on expressway segments between interchanges."]
[10214,"Relationship between Lane Width and Safety along Urban Expressways in Shanghai","Roadway","Lane width ","Convert from standard sized lanes to oversized lanes",-61.3,1.613,"Other","All","Principal Arterial Other Freeways and Expressways","Urban",2019,3,"Average lane width is between 3.25 meters and 3.75 meters","","","","","no","Regression cross-section","notusa","Shanghai","","","","","","","","","","","","","","","",2010,2013,"no","Average Daily Traffic (ADT)",42785,120001,"","","","","","","","2020-04-08","","","","80 km/h","All","Divided by Median","2019-12-07","This CMF applies to crashes between three or more vehicles on expressway segments between interchanges."]
[10229,"Estimation of bicycle crash modification factors (CMFs) on urban facilities using zero inflated negative binomial models","Roadway","Lane width ","Reduce lane width from 12 ft to less than 12 ft",-25,1.25,"Vehicle/bicycle","All","Not specified","Urban",2019,3,"Average lane width is 12 ft","",10,"",0.1,"no","Regression cross-section","FL","","","","",783,"","",1283,"","",3132,"","","","","",2011,2014,"no","Annual Average Daily Traffic (AADT)",8000,98500,42703,"","","","","","",6,"","","","40-55 MPH","All","Divided by Median","2019-12-07","This CMF applies to vehicle/bicycle crashes on urban six-lane divided segments. Applicable for 10 and 11 foot lanes."]
[10251,"Safety and Operational Impacts of Setting Speed Limits below Engineering Recommendations","Speed management","None","Set posted speed limit 10 mph below engineering recommendations",16,0.84,"All","All","All","Rural",2018,3,"Posted speed limit set equal to engineering recommendations.","",3,"",0.03,"no","Before/after using empirical Bayes or full Bayes","MT","","",2,2,"","","","","",37,"","","","","","",2000,2015,"no","","","","","","","","","","","","","","","","All","","2019-12-07",""]
[10267,"Comparison of Bayesian Techniques for the Before–After Evaluation of the Safety Effectiveness of Short 2+1 Road Sections","Roadway","Number of lanes ","Provide short 2+1 road sections",47,0.53,"All","All","All","Rural",2019,3,"Two-lane road sections","",12.7,"",0.127,"no","Before/after using empirical Bayes or full Bayes","notusa","","",16,16,"",8.02,8.02,"",37,27,"","","","","","",2005,2013,"no","Annual Average Daily Traffic (AADT)",5234,18405,12052,"","","","","","",2,"","","","","All","Undivided","2019-12-07","EB CMFs from Table 6 using advanced model form are reported in the Clearinghouse."]
[10282,"Evaluating Safety Effectiveness of Surface Treatment at Signalised Intersections: A Before and After Study","Roadway","Pavement condition and friction ","Resurface pavement",21.3,0.78700000000000003,"All","B (minor injury),C (possible injury)","All","Urban and suburban",2018,4,"","",3.7,"",3.6999999999999998E-2,"no","Before/after using empirical Bayes or full Bayes","notusa","Melbourne","",136,136,"","","","",959,667,"","","","","","",2005,2010,"yes","Annual Average Daily Traffic (AADT)","","","",1600,27136,12865,"","","","","Roadway/roadway (not interchange related)","3-leg,4-leg","Signalized","","All","","2019-12-07",""]
[10298,"Safety Effectiveness of Roadway Conversion with a Two Way Left Turn Lane","Roadway","Number of lanes ","Four to five lane conversion",35,0.65,"All","All","Not specified","Urban and suburban",2018,4,"Four Lane Undivided Roadway (4U)","",10,"",0.1,"no","Before/after using empirical Bayes or full Bayes","LA","","",1,1,"",0.4,0.4,"",116,75,"","","","","","",2002,2008,"no","Annual Average Daily Traffic (AADT)","","",27467,"","","","","","","","","","","","All","","2020-03-23","The CMFs presented in this study are site-level CMFs. The study calculated a separate CMF for each of the eight sites evaluated."]
[10303,"Reducing Roadway Departure Crashes at Horizontal Curve Sections on Two-lane Rural Highways","Alignment","None","Change horizontal alignment",{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/Donnell_et_al_CRFunctionRwDKABC.jpg\")","v":"http://www.cmfclearinghouse.org/functionimages/Donnell_et_al_CRFunctionRwDKABC.jpg"},{"$f":"HYPERLINK(\"http://www.cmfclearinghouse.org/functionimages/Donnell_et_al_CMFunctionRwDKABC.jpg\")","v":"http://www.cmfclearinghouse.org/functionimages/Donnell_et_al_CMFunctionRwDKABC.jpg"},"Run off road","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2019,4,"","","","","","no","Regression cross-section","IN,PA","",889,"","",166.4,"","",533,"","","","","","","","",2008,2013,"no","Annual Average Daily Traffic (AADT)",15,27224,4239,"","","","","","",2,"","","","20-55 MPH","","Undivided","2020-03-23",""]
[10323,"High Friction Surface Treatments","Roadway","Pavement condition and friction ","Install high friction surface treatment (HFST)",59.7,0.40300000000000002,"All","All","Not specified","",2019,3,"Curves without High Friction Surface Treatment","",12.6,"",0.126,"no","Before/after using empirical Bayes or full Bayes","WV","","",26,26,"","","","","",12,"","","","","","",2009,2017,"no","Annual Average Daily Traffic (AADT)","","",3954,"","","","","","","","","","","","All","","2020-03-23",""]
[10336,"High Friction Surface Treatments","Roadway","Pavement condition and friction ","Install high friction surface treatment (HFST)",30.9,0.69099999999999995,"Other","All","Not specified","",2019,4,"Curves without High Friction Surface Treatment","",10.5,"",0.105,"no","Before/after using empirical Bayes or full Bayes","KY,PA,WV","","",146,146,"","","","","",59,"","","","","","",1998,2017,"no","Annual Average Daily Traffic (AADT)","","","","","","","","","","","","","","","All","","2020-03-23","This CMF is for Head On Side Swipe opposite Direction (HOSSOD) Crashes."]
[10351,"High Friction Surface Treatments","Roadway","Pavement condition and friction ","Install high friction surface treatment (HFST)",51.8,0.48199999999999998,"All","All","Not specified","",2019,5,"Curves without High Friction Surface Treatment","",6.6,"",6.6000000000000003E-2,"no","Before/after using empirical Bayes or full Bayes","KY,PA,WV","","",47,47,"","","","","",110,"","","","","","",1998,2017,"no","Annual Average Daily Traffic (AADT)","","","","","","","","","","","","","","","All","","2020-03-23","This CMF is for curves where Friction % Increase was less than 55."]
[10366,"A Justification for Pedestrian Countdown Signals at Signalized Intersections: The Safety Impact on Senior Motorists","Intersection traffic control","Signal phasing or timing","Install pedestrian countdown timer",-3,1.03,"All","All","All","Not specified",2019,3,"Intersections without countdown times (but with pedestrian signals)","",3,"",0.03,"no","Before/after using comparison group","MI","","",93,93,"","","","",4629,3995,"","","","",465,465,2004,2016,"yes","Annual Average Daily Traffic (AADT)","","","",1637,70100,14072,730,35214,7348,"2020-01-10","Not specified","Not specified","Signalized","","All","All","2020-06-01","The study focused on safety impacts on motorists. The CMF is for crashes only involving motorists less than 65 years and is not statistically significant."]
[10385,"Investigating Safety Impact of Center Line Rumble Strips, Lane Conversion, Roundabout and J-Turn Features on Louisiana Highways","Intersection geometry","Other","Convert intersection to restricted crossing U-turn (RCUT) intersection",-7,1.07,"All","All","Not specified","All",2019,2,"Both signalized and stop-controlled intersections","",33.9,"",0.33900000000000002,"no","Before/after using empirical Bayes or full Bayes","LA","","",2,2,"","","","",17,17,"","","","","","",2008,2016,"yes","Annual Average Daily Traffic (AADT)","","","",36367,59833,"","","","","2020-04-06","Roadway/roadway (not interchange related)","No values chosen.","",">=55mph","Not specified","Divided by Median","2020-06-01","CMF partial RCUT with one minor street. Crashes for RCUT section (including U-turns). SPF used for this analysis came from the 2010 HSM"]
[10386,"Evaluation of the safety effectiveness of lane departure countermeasures on two-lane undivided roadways using crash modification factors","Roadway","Roadway rumble strips ","Install centerline rumble strips",4,0.96,"Run off road","All","Not specified","Rural",2019,3,"","",1.3,"",1.2999999999999999E-2,"no","Regression cross-section","KS","",22061,"","",9027,"","",8487,"","","","","","","","",2009,2014,"no","Annual Average Daily Traffic (AADT)",30,15900,1596,"","","","","","",2,"","","","","Not specified","Undivided","2020-06-01","CMF for lane departure crashes on tangent road segments"]
[10400,"Evaluation of the safety effectiveness of lane departure countermeasures on two-lane undivided roadways using crash modification factors","Shoulder treatments","Shoulder width ","Provide 2-ft paved shoulders (both sides)",6,0.94,"Run off road","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2019,3,"","",1,"",0.01,"no","Regression cross-section","KS","",22061,"","",9027,"","",3630,"","","","","","","","",2009,2014,"no","Annual Average Daily Traffic (AADT)",30,15900,1596,"","","","","","","","","","","","Not specified","Undivided","2020-06-01","CMF for lane departure crashes on tangent road segments"]
[10401,"Evaluation of the safety effectiveness of lane departure countermeasures on two-lane undivided roadways using crash modification factors","Shoulder treatments","Shoulder width ","Provide 2-ft paved shoulders (both sides)",7,0.93,"Run off road","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2019,3,"","",2,"",0.02,"no","Regression cross-section","KS","",8645,"","",1468,"","",867,"","","","","","","","",2009,2014,"no","Annual Average Daily Traffic (AADT)",50,8550,1721,"","","","","","","","","","","","Not specified","Undivided","2020-06-01","CMF for lane departure crashes on curved road segments"]
[10402,"Evaluation of the safety effectiveness of lane departure countermeasures on two-lane undivided roadways using crash modification factors","Roadway","Roadway rumble strips ","Install centerline rumble strips",9,0.91,"Run off road","All","Not specified","Rural",2019,3,"","",3.8,"",3.7999999999999999E-2,"no","Case-control","KS","",22061,"","",9027,"","",8487,"","","","","","","","",2009,2014,"no","Annual Average Daily Traffic (AADT)",30,15900,1596,"","","","","","",2,"","","","","Not specified","Undivided","2020-06-01","CMF for lane departure crashes on tangent road segments"]
[10403,"Evaluation of the safety effectiveness of lane departure countermeasures on two-lane undivided roadways using crash modification factors","Roadway","Roadway rumble strips ","Install centerline rumble strips",13,0.87,"Run off road","All","Not specified","Rural",2019,3,"","",6.9,"",6.9000000000000006E-2,"no","Case-control","KS","",8645,"","",1468,"","",2248,"","","","","","","","",2009,2014,"no","Annual Average Daily Traffic (AADT)",50,8550,1721,"","","","","","",2,"","","","","Not specified","Undivided","2020-06-01","CMF for lane departure crashes on curved road segments"]
[10404,"Evaluation of the safety effectiveness of lane departure countermeasures on two-lane undivided roadways using crash modification factors","Roadway","Roadway rumble strips ","Install centerline rumble strips",11,0.89,"Run off road","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2019,3,"","",4.5999999999999996,"",4.5999999999999999E-2,"no","Case-control","KS","",22061,"","",9027,"","",3630,"","","","","","","","",2009,2014,"no","Annual Average Daily Traffic (AADT)",30,15900,1596,"","","","","","",2,"","","","","Not specified","Undivided","2020-06-01","CMF for lane departure crashes on tangent road segments"]
[10405,"Evaluation of the safety effectiveness of lane departure countermeasures on two-lane undivided roadways using crash modification factors","Roadway","Roadway rumble strips ","Install centerline rumble strips",12,0.88,"Run off road","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2019,3,"","",7.9,"",7.9000000000000001E-2,"no","Case-control","KS","",8645,"","",1468,"","",867,"","","","","","","","",2009,2014,"no","Annual Average Daily Traffic (AADT)",50,8550,1721,"","","","","","",2,"","","","","Not specified","Undivided","2020-06-01","CMF for lane departure crashes on curved road segments"]
[10406,"Evaluation of the safety effectiveness of lane departure countermeasures on two-lane undivided roadways using crash modification factors","Shoulder treatments","Shoulder rumble strips","Install shoulder rumble strips",15,0.85,"Run off road","All","Not specified","Rural",2019,3,"","",3.6,"",3.5999999999999997E-2,"no","Case-control","KS","",22061,"","",9027,"","",8487,"","","","","","","","",2009,2014,"no","Annual Average Daily Traffic (AADT)",30,15900,1596,"","","","","","",2,"","","","","Not specified","Undivided","2020-06-01","CMF for lane departure crashes on tangent road segments"]
[10407,"Evaluation of the safety effectiveness of lane departure countermeasures on two-lane undivided roadways using crash modification factors","Shoulder treatments","Shoulder rumble strips","Install shoulder rumble strips",-25,1.25,"Run off road","All","Not specified","Rural",2019,3,"","",10.5,"",0.105,"no","Case-control","KS","",8645,"","",1468,"","",2248,"","","","","","","","",2009,2014,"no","Annual Average Daily Traffic (AADT)",50,8550,1721,"","","","","","",2,"","","","","Not specified","Undivided","2020-06-01","CMF for lane departure crashes on curved road segments"]
[10408,"Evaluation of the safety effectiveness of lane departure countermeasures on two-lane undivided roadways using crash modification factors","Shoulder treatments","Shoulder rumble strips","Install shoulder rumble strips",10,0.9,"Run off road","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2019,3,"","",4.5999999999999996,"",4.5999999999999999E-2,"no","Case-control","KS","",22061,"","",9027,"","",3630,"","","","","","","","",2009,2014,"no","Annual Average Daily Traffic (AADT)",30,15900,1596,"","","","","","",2,"","","","","Not specified","Undivided","2020-06-01","CMF for lane departure crashes on tangent road segments"]
[10409,"Evaluation of the safety effectiveness of lane departure countermeasures on two-lane undivided roadways using crash modification factors","Shoulder treatments","Shoulder rumble strips","Install shoulder rumble strips",19,0.81,"Run off road","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2019,3,"","",7.1,"",7.0999999999999994E-2,"no","Case-control","KS","",8645,"","",1468,"","",867,"","","","","","","","",2009,2014,"no","Annual Average Daily Traffic (AADT)",50,8550,1721,"","","","","","",2,"","","","","Not specified","Undivided","2020-06-01","CMF for lane departure crashes on curved road segments"]
[10410,"Evaluation of the safety effectiveness of lane departure countermeasures on two-lane undivided roadways using crash modification factors","Roadway","Roadway rumble strips ","Install centerline and shoulder rumble strips",32,0.68,"Run off road","All","Not specified","Rural",2019,3,"","",4.0999999999999996,"",4.1000000000000002E-2,"no","Case-control","KS","",22061,"","",9027,"","",8487,"","","","","","","","",2009,2014,"no","Annual Average Daily Traffic (AADT)",30,15900,1596,"","","","","","",2,"","","","","Not specified","Undivided","2020-06-01","CMF for lane departure crashes on tangent road segments"]
[10411,"Evaluation of the safety effectiveness of lane departure countermeasures on two-lane undivided roadways using crash modification factors","Roadway","Roadway rumble strips ","Install centerline and shoulder rumble strips",25,0.75,"Run off road","All","Not specified","Rural",2019,3,"","",9.4,"",9.4E-2,"no","Case-control","KS","",8645,"","",1468,"","",2248,"","","","","","","","",2009,2014,"no","Annual Average Daily Traffic (AADT)",50,8550,1721,"","","","","","",2,"","","","","Not specified","Undivided","2020-06-01","CMF for lane departure crashes on curved road segments"]
[10412,"Evaluation of the safety effectiveness of lane departure countermeasures on two-lane undivided roadways using crash modification factors","Roadway","Roadway rumble strips ","Install centerline and shoulder rumble strips",27,0.73,"Run off road","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2019,3,"","",5.0999999999999996,"",5.0999999999999997E-2,"no","Case-control","KS","",22061,"","",9027,"","",3630,"","","","","","","","",2009,2014,"no","Annual Average Daily Traffic (AADT)",30,15900,1596,"","","","","","",2,"","","","","Not specified","Undivided","2020-06-01","CMF for lane departure crashes on tangent road segments"]
[10413,"Evaluation of the safety effectiveness of lane departure countermeasures on two-lane undivided roadways using crash modification factors","Roadway","Roadway rumble strips ","Install centerline and shoulder rumble strips",49,0.51,"Run off road","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2019,3,"","",6.9,"",6.9000000000000006E-2,"no","Case-control","KS","",8645,"","",1468,"","",867,"","","","","","","","",2009,2014,"no","Annual Average Daily Traffic (AADT)",50,8550,1721,"","","","","","",2,"","","","","Not specified","Undivided","2020-06-01","CMF for lane departure crashes on curved road segments"]
[10414,"Evaluation of the safety effectiveness of lane departure countermeasures on two-lane undivided roadways using crash modification factors","Shoulder treatments","Shoulder width ","Provide 2-ft paved shoulders (both sides)",18,0.82,"Run off road","All","Not specified","Rural",2019,3,"","",2.6,"",2.5999999999999999E-2,"no","Case-control","KS","",22061,"","",9027,"","",8487,"","","","","","","","",2009,2014,"no","Annual Average Daily Traffic (AADT)",30,15900,1596,"","","","","","","","","","","","Not specified","Undivided","2020-06-01","CMF for lane departure crashes on tangent road segments"]
[10415,"Evaluation of the safety effectiveness of lane departure countermeasures on two-lane undivided roadways using crash modification factors","Shoulder treatments","Shoulder width ","Provide 2-ft paved shoulders (both sides)",34,0.66,"Run off road","All","Not specified","Rural",2019,3,"","",3.8,"",3.7999999999999999E-2,"no","Case-control","KS","",8645,"","",1468,"","",2248,"","","","","","","","",2009,2014,"no","Annual Average Daily Traffic (AADT)",50,8550,1721,"","","","","","","","","","","","Not specified","Undivided","2020-06-01","CMF for lane departure crashes on curved road segments"]
[10416,"Evaluation of the safety effectiveness of lane departure countermeasures on two-lane undivided roadways using crash modification factors","Shoulder treatments","Shoulder width ","Provide 2-ft paved shoulders (both sides)",16,0.84,"Run off road","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2019,3,"","",3.3,"",3.3000000000000002E-2,"no","Case-control","KS","",22061,"","",9027,"","",3630,"","","","","","","","",2009,2014,"no","Annual Average Daily Traffic (AADT)",30,15900,1596,"","","","","","","","","","","","Not specified","Undivided","2020-06-01","CMF for lane departure crashes on tangent road segments"]
[10417,"Evaluation of the safety effectiveness of lane departure countermeasures on two-lane undivided roadways using crash modification factors","Shoulder treatments","Shoulder width ","Provide 2-ft paved shoulders (both sides)",21,0.79,"Run off road","K (fatal),A (serious injury),B (minor injury),C (possible injury)","Not specified","Rural",2019,3,"","",5.6,"",5.6000000000000001E-2,"no","Case-control","KS","",8645,"","",1468,"","",867,"","","","","","","","",2009,2014,"no","Annual Average Daily Traffic (AADT)",50,8550,1721,"","","","","","","","","","","","Not specified","Undivided","2020-06-01","CMF for lane departure crashes on curved road segments"]
[10419,"Effect of traffic roundabouts on accident rate and severity in Arizona","Intersection geometry","Intersection geometry reconfiguration ","Conversion of intersection to roundabout",4,0.96,"All","O (property damage only)","Not specified","Urban",2019,1,"","","","","","no","Simple before/after","AZ","","",11,11,"","","","","","","","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Roundabout","","Not specified","","2020-06-01","For single-lane roundabout. Change in accident rate per million vehicles."]
[10420,"Effect of traffic roundabouts on accident rate and severity in Arizona","Intersection geometry","Intersection geometry reconfiguration ","Conversion of intersection to roundabout",36,0.64,"All","B (minor injury),C (possible injury)","Not specified","Urban",2019,1,"","","","","","no","Simple before/after","AZ","","",11,11,"","","","","","","","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Roundabout","","Not specified","","2020-06-01","For single-lane roundabout. Change in accident rate per million vehicles."]
[10421,"Effect of traffic roundabouts on accident rate and severity in Arizona","Intersection geometry","Intersection geometry reconfiguration ","Conversion of intersection to roundabout",58,0.42,"All","K (fatal),A (serious injury)","Not specified","Urban",2019,1,"","","","","","no","Simple before/after","AZ","","",11,11,"","","","","","","","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Roundabout","","Not specified","","2020-06-01","For single-lane roundabout. Change in accident rate per million vehicles."]
[10422,"Effect of traffic roundabouts on accident rate and severity in Arizona","Intersection geometry","Intersection geometry reconfiguration ","Conversion of intersection to roundabout",-55,1.55,"All","All","Not specified","Urban",2019,1,"","","","","","no","Simple before/after","AZ","","",6,6,"","","","","","","","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Roundabout","","Not specified","","2020-06-01","For double-lane roundabout. Change in accident rate per million vehicles."]
[10423,"Effect of traffic roundabouts on accident rate and severity in Arizona","Intersection geometry","Intersection geometry reconfiguration ","Conversion of intersection to roundabout",-67,1.67,"All","O (property damage only)","Not specified","Urban",2019,1,"","","","","","no","Simple before/after","AZ","","",6,6,"","","","","","","","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Roundabout","","Not specified","","2020-06-01","For double-lane roundabout. Change in accident rate per million vehicles."]
[10424,"Effect of traffic roundabouts on accident rate and severity in Arizona","Intersection geometry","Intersection geometry reconfiguration ","Conversion of intersection to roundabout",7,0.93,"All","B (minor injury),C (possible injury)","Not specified","Urban",2019,1,"","","","","","no","Simple before/after","AZ","","",6,6,"","","","","","","","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Roundabout","","Not specified","","2020-06-01","For double-lane roundabout. Change in accident rate per million vehicles."]
[10425,"Effect of traffic roundabouts on accident rate and severity in Arizona","Intersection geometry","Intersection geometry reconfiguration ","Conversion of intersection to roundabout",67,0.33,"All","K (fatal),A (serious injury)","Not specified","Urban",2019,1,"","","","","","no","Simple before/after","AZ","","",6,6,"","","","","","","","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Roundabout","","Not specified","","2020-06-01","For double-lane roundabout. Change in accident rate per million vehicles."]
[10426,"Effect of traffic roundabouts on accident rate and severity in Arizona","Intersection geometry","Intersection geometry reconfiguration ","Conversion of intersection to roundabout",18,0.82,"All","All","Not specified","Urban",2019,1,"","","","","","no","Simple before/after","AZ","","",11,11,"","","","","","","","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Roundabout","","Not specified","","2020-06-01","For single-lane roundabout. Change in accident rate per year."]
[10427,"Effect of traffic roundabouts on accident rate and severity in Arizona","Intersection geometry","Intersection geometry reconfiguration ","Conversion of intersection to roundabout",-2,1.02,"All","O (property damage only)","Not specified","Urban",2019,1,"","","","","","no","Simple before/after","AZ","","",11,11,"","","","","","","","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Roundabout","","Not specified","","2020-06-01","For single-lane roundabout. Change in accident rate per year."]
[10428,"Effect of traffic roundabouts on accident rate and severity in Arizona","Intersection geometry","Intersection geometry reconfiguration ","Conversion of intersection to roundabout",44,0.56000000000000005,"All","B (minor injury),C (possible injury)","Not specified","Urban",2019,1,"","","","","","no","Simple before/after","AZ","","",11,11,"","","","","","","","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Roundabout","","Not specified","","2020-06-01","For single-lane roundabout. Change in accident rate per year."]
[10429,"Effect of traffic roundabouts on accident rate and severity in Arizona","Intersection geometry","Intersection geometry reconfiguration ","Conversion of intersection to roundabout",63,0.37,"All","K (fatal),A (serious injury)","Not specified","Urban",2019,1,"","","","","","no","Simple before/after","AZ","","",11,11,"","","","","","","","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Roundabout","","Not specified","","2020-06-01","For single-lane roundabout. Change in accident rate per year."]
[10430,"Effect of traffic roundabouts on accident rate and severity in Arizona","Intersection geometry","Intersection geometry reconfiguration ","Conversion of intersection to roundabout",-62,1.62,"All","All","Not specified","Urban",2019,1,"","","","","","no","Simple before/after","AZ","","",6,6,"","","","","","","","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Roundabout","","Not specified","","2020-06-01","For double-lane roundabout. Change in accident rate per year."]
[10431,"Effect of traffic roundabouts on accident rate and severity in Arizona","Intersection geometry","Intersection geometry reconfiguration ","Conversion of intersection to roundabout",-60,1.6,"All","O (property damage only)","Not specified","Urban",2019,1,"","","","","","no","Simple before/after","AZ","","",6,6,"","","","","","","","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Roundabout","","Not specified","","2020-06-01","For double-lane roundabout. Change in accident rate per year."]
[10432,"Effect of traffic roundabouts on accident rate and severity in Arizona","Intersection geometry","Intersection geometry reconfiguration ","Conversion of intersection to roundabout",11,0.89,"All","B (minor injury),C (possible injury)","Not specified","Urban",2019,1,"","","","","","no","Simple before/after","AZ","","",6,6,"","","","","","","","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Roundabout","","Not specified","","2020-06-01","For double-lane roundabout. Change in accident rate per year."]
[10433,"Effect of traffic roundabouts on accident rate and severity in Arizona","Intersection geometry","Intersection geometry reconfiguration ","Conversion of intersection to roundabout",84,0.16,"All","K (fatal),A (serious injury)","Not specified","Urban",2019,1,"","","","","","no","Simple before/after","AZ","","",6,6,"","","","","","","","","","","","","","","yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","Not specified","Roundabout","","Not specified","","2020-06-01","For double-lane roundabout. Change in accident rate per year."]
[10434,"Evaluation of Roundabouts on High-Speed Roadways","Intersection geometry","Intersection geometry reconfiguration ","Conversion of intersection into high-speed roundabout",41,0.59,"All","All","All","All",2020,4,"Minor Road Stop-Controlled Intersections","",10,"",0.1,"no","Before/after using empirical Bayes or full Bayes","NC","","",13,13,"","","","",67,40,"","","","",39,39,1999,2019,"yes","Annual Average Daily Traffic (AADT)","","","",2000,12500,6000,400,11000,3600,"","Roadway/roadway (not interchange related)","3-leg,4-leg","Roundabout","35-55 MPH","All","","2020-06-01",""]
[10435,"Evaluation of Roundabouts on High-Speed Roadways","Intersection geometry","Intersection geometry reconfiguration ","Conversion of intersection into high-speed roundabout",79,0.21,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","All","All",2020,3,"Minor Road Stop-Controlled Intersections","",8,"",0.08,"no","Before/after using empirical Bayes or full Bayes","NC","","",13,13,"","","","","","","","","","",39,39,1999,2019,"yes","Annual Average Daily Traffic (AADT)","","","",2000,12500,6000,400,11000,3600,"","Roadway/roadway (not interchange related)","3-leg,4-leg","Roundabout","35-55 MPH","All","","2020-06-01",""]
[10436,"Evaluation of Roundabouts on High-Speed Roadways","Intersection geometry","Intersection geometry reconfiguration ","Conversion of intersection into high-speed roundabout",62,0.38,"Other","All","All","All",2020,3,"Minor Road Stop-Controlled Intersections","",10,"",0.1,"no","Before/after using empirical Bayes or full Bayes","NC","","",13,13,"","","","",39,16,"","","","",39,39,1999,2019,"yes","Annual Average Daily Traffic (AADT)","","","",2000,12500,6000,400,11000,3600,"","Roadway/roadway (not interchange related)","3-leg,4-leg","Roundabout","35-55 MPH","All","","2020-06-01","This CMF is for Frontal Impact Crashes."]
[10437,"Evaluation of Roundabouts on High-Speed Roadways","Intersection geometry","Intersection geometry reconfiguration ","Conversion of intersection into high-speed roundabout",96,0.04,"Other","K (fatal),A (serious injury),B (minor injury),C (possible injury)","All","All",2020,3,"Minor Road Stop-Controlled Intersections","",4,"",0.04,"no","Before/after using empirical Bayes or full Bayes","NC","","",13,13,"","","","","","","","","","",39,39,1999,2019,"yes","Annual Average Daily Traffic (AADT)","","","",2000,12500,6000,400,11000,3600,"","Roadway/roadway (not interchange related)","3-leg,4-leg","Roundabout","35-55 MPH","All","","2020-06-01","This CMF is for Frontal Impact Crashes."]
[10438,"Evaluation of Roundabouts on High-Speed Roadways","Intersection geometry","Intersection geometry reconfiguration ","Conversion of intersection into high-speed roundabout",38,0.62,"All","All","All","All",2020,3,"Minor Road Stop-Controlled Intersections","",17,"",0.17,"no","Before/after using empirical Bayes or full Bayes","NC","","",4,4,"","","","","","","","","","",12,12,1999,2019,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","3-leg","Roundabout","35-55 MPH","All","","2020-06-01",""]
[10439,"Evaluation of Roundabouts on High-Speed Roadways","Intersection geometry","Intersection geometry reconfiguration ","Conversion of intersection into high-speed roundabout",43,0.56999999999999995,"All","All","All","All",2020,3,"Minor Road Stop-Controlled Intersections","",11,"",0.11,"no","Before/after using empirical Bayes or full Bayes","NC","","",9,9,"","","","","","","","","","",27,27,1999,2019,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Roundabout","35-55 MPH","All","","2020-06-01",""]
[10440,"Evaluation of Roundabouts on High-Speed Roadways","Intersection geometry","Intersection geometry reconfiguration ","Conversion of intersection into high-speed roundabout",83,0.17,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","All","All",2020,3,"Minor Road Stop-Controlled Intersections","",13,"",0.13,"no","Before/after using empirical Bayes or full Bayes","NC","","",4,4,"","","","","","","","","","",12,12,1999,2019,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","3-leg","Roundabout","35-55 MPH","All","","2020-06-01",""]
[10441,"Evaluation of Roundabouts on High-Speed Roadways","Intersection geometry","Intersection geometry reconfiguration ","Conversion of intersection into high-speed roundabout",79,0.21,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","All","All",2020,3,"Minor Road Stop-Controlled Intersections","",9,"",0.09,"no","Before/after using empirical Bayes or full Bayes","NC","","",9,9,"","","","","","","","","","",27,27,1999,2019,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Roundabout","35-55 MPH","All","","2020-06-01",""]
[10442,"Evaluation of Roundabouts on High-Speed Roadways","Intersection geometry","Intersection geometry reconfiguration ","Conversion of intersection into high-speed roundabout",85,0.15,"Other","All","All","All",2020,3,"Minor Road Stop-Controlled Intersections","",11,"",0.11,"no","Before/after using empirical Bayes or full Bayes","NC","","",4,4,"","","","","","","","","","",12,12,1999,2019,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","3-leg","Roundabout","35-55 MPH","All","","2020-06-01","This CMF is for Frontal Impact Crashes."]
[10443,"Evaluation of Roundabouts on High-Speed Roadways","Intersection geometry","Intersection geometry reconfiguration ","Conversion of intersection into high-speed roundabout",55,0.45,"Other","All","All","All",2020,3,"Minor Road Stop-Controlled Intersections","",13,"",0.13,"no","Before/after using empirical Bayes or full Bayes","NC","","",9,9,"","","","","","","","","","",27,27,1999,2019,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Roundabout","35-55 MPH","All","","2020-06-01","This CMF is for Frontal Impact Crashes."]
[10444,"Evaluation of Roundabouts on High-Speed Roadways","Intersection geometry","Intersection geometry reconfiguration ","Conversion of intersection into high-speed roundabout",100,0,"Other","K (fatal),A (serious injury),B (minor injury),C (possible injury)","All","All",2020,3,"Minor Road Stop-Controlled Intersections","",0,"",0,"no","Before/after using empirical Bayes or full Bayes","NC","","",4,4,"","","","","","","","","","",12,12,1999,2019,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","3-leg","Roundabout","35-55 MPH","All","","2020-06-01","This CMF is for Frontal Impact Crashes."]
[10445,"Evaluation of Roundabouts on High-Speed Roadways","Intersection geometry","Intersection geometry reconfiguration ","Conversion of intersection into high-speed roundabout",95,0.05,"Other","K (fatal),A (serious injury),B (minor injury),C (possible injury)","All","All",2020,3,"Minor Road Stop-Controlled Intersections","",5,"",0.05,"no","Before/after using empirical Bayes or full Bayes","NC","","",9,9,"","","","","","","","","","",27,27,1999,2019,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","","","Roadway/roadway (not interchange related)","4-leg","Roundabout","35-55 MPH","All","","2020-06-01","This CMF is for Frontal Impact Crashes."]
[10446,"Rectangular Rumble Strip Safety Evaluation","Roadway","Roadway rumble strips ","Install centerline and shoulder rumble strips",27,0.73,"All","All","All","Rural",2020,3,"","",6.1,"",6.0999999999999999E-2,"no","Regression cross-section","MN","",44,"","","","","",367,"","",1052.3699999999999,"","",218,"","",2012,2018,"no","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"","","","","All","Undivided","2020-08-14","This CMF is for Total crashes."]
[10447,"Rectangular Rumble Strip Safety Evaluation","Roadway","Roadway rumble strips ","Install centerline and shoulder rumble strips",32,0.68,"Other","All","All","Rural",2020,3,"","",8.6999999999999993,"",8.6999999999999994E-2,"no","Regression cross-section","MN","",44,"","","","","",138,"","",1052.3699999999999,"","",218,"","",2012,2018,"no","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"","","","","All","Undivided","2020-08-14","This CMF is for Single Vehicle Run Off Road (SVROR) crashes."]
[10448,"Rectangular Rumble Strip Safety Evaluation","Roadway","Roadway rumble strips ","Install centerline and shoulder rumble strips",36,0.64,"Other","All","All","Rural",2020,3,"","",15.1,"",0.151,"no","Regression cross-section","MN","",44,"","","","","",29,"","",1052.3699999999999,"","",218,"","",2012,2018,"no","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"","","","","All","Undivided","2020-08-14","This CMF is for Head On or Side Swipe Opposite Direction  (HOSSOD) crashes."]
[10449,"Rectangular Rumble Strip Safety Evaluation","Shoulder treatments","Shoulder rumble strips","Install shoulder rumble strips",32,0.68,"All","All","All","Rural",2020,3,"","",5.6,"",5.6000000000000001E-2,"no","Regression cross-section","MN","",50,"","","","","",322,"","",1710.59,"","",222,"","",2012,2018,"no","","","","","","","","","","",2,"","","","","All","Undivided","2020-08-14","This CMF is for Total crashes."]
[10450,"Rectangular Rumble Strip Safety Evaluation","Shoulder treatments","Shoulder rumble strips","Install shoulder rumble strips",24,0.76,"Other","All","All","Rural",2020,3,"","",8.9,"",8.8999999999999996E-2,"no","Regression cross-section","MN","",50,"","","","","",150,"","",1710.59,"","",222,"","",2012,2018,"no","","","","","","","","","","",2,"","","","","All","Undivided","2020-08-14","This CMF is for Single Vehicle Run Off Road (SVROR) crashes."]
[10451,"Rectangular Rumble Strip Safety Evaluation","Shoulder treatments","Shoulder rumble strips","Install shoulder rumble strips",34,0.66,"All","All","All","Rural",2020,3,"","",12.8,"",0.128,"no","Regression cross-section","MN","",7,"","","","","",110,"","",78.14,"","",24,"","",2012,2018,"no","","","","","","","","","","",4,"","","","","All","Divided by Median","2020-08-14","This CMF is for Total crashes."]
[10452,"Rectangular Rumble Strip Safety Evaluation","Shoulder treatments","Shoulder rumble strips","Install shoulder rumble strips",60,0.4,"Other","All","All","Rural",2020,3,"","",16.600000000000001,"",0.16600000000000001,"no","Regression cross-section","MN","",7,"","","","","",63,"","",78.14,"","",24,"","",2012,2018,"no","","","","","","","","","","",4,"","","","","All","Divided by Median","2020-08-14","This CMF is for Single Vehicle Run Off Road (SVROR) crashes."]
[10453,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",-7.1,1.071,"All","All","All","Rural",2020,4,"Posted speed limit of 55 mph","",3.5,"",3.5000000000000003E-2,"no","Before/after using empirical Bayes or full Bayes","MN","","",5739,5739,"",1909.11,1909.11,"","",1191,"","","","","","",2012,2018,"no","Annual Average Daily Traffic (AADT)","","",2348,"","","","","","",2,"","","","60 MPH","All","Undivided","2020-08-14",""]
[10454,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",-4.5999999999999996,1.046,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","All","Rural",2020,4,"Posted speed limit of 55 mph","",5.2,"",5.1999999999999998E-2,"no","Before/after using empirical Bayes or full Bayes","MN","","",5739,5739,"",1909.11,1909.11,"","",456,"","","","","","",2012,2018,"no","Annual Average Daily Traffic (AADT)","","",2348,"","","","","","",2,"","","","60 MPH","All","Undivided","2020-08-14",""]
[10455,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",3.2,0.96799999999999997,"All","K (fatal),A (serious injury),B (minor injury)","All","Rural",2020,4,"Posted speed limit of 55 mph","",5.9,"",5.8999999999999997E-2,"no","Before/after using empirical Bayes or full Bayes","MN","","",5739,5739,"",1909.11,1909.11,"","",279,"","","","","","",2012,2018,"no","Annual Average Daily Traffic (AADT)","","",2348,"","","","","","",2,"","","","60 MPH","All","Undivided","2020-08-14",""]
[10456,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",-3.9,1.0389999999999999,"Run off road","All","All","Rural",2020,4,"Posted speed limit of 55 mph","",4.7,"",4.7E-2,"no","Before/after using empirical Bayes or full Bayes","MN","","",5739,5739,"",1909.11,1909.11,"","",588,"","","","","","",2012,2018,"no","Annual Average Daily Traffic (AADT)","","",2348,"","","","","","",2,"","","","60 MPH","All","Undivided","2020-08-14",""]
[10457,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",3.3,0.96699999999999997,"Head on","All","All","Rural",2020,3,"Posted speed limit of 55 mph","",11,"",0.11,"no","Before/after using empirical Bayes or full Bayes","MN","","",5739,5739,"",1909.11,1909.11,"","",86,"","","","","","",2012,2018,"no","Annual Average Daily Traffic (AADT)","","",2348,"","","","","","",2,"","","","60 MPH","All","Undivided","2020-08-14",""]
[10458,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",-4.5,1.0449999999999999,"All","All","All","Rural",2020,4,"Posted speed limit of 55 mph","",7,"",7.0000000000000007E-2,"no","Before/after using empirical Bayes or full Bayes","MN","","",1656,1656,"","","","","",282,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","3-leg","Other","60 MPH","All","Undivided","2020-08-14","This CMF is for 3-Leg Intersections (all Control Types) with No Lighting."]
[10459,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",-8.5,1.085,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","All","Rural",2020,3,"Posted speed limit of 55 mph","",11.3,"",0.113,"no","Before/after using empirical Bayes or full Bayes","MN","","",1656,1656,"","","","","",111,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","3-leg","Other","60 MPH","All","Undivided","2020-08-14","This CMF is for 3-Leg Intersections (all Control Types) with No Lighting."]
[10460,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",-8.8000000000000007,1.0880000000000001,"All","K (fatal),A (serious injury),B (minor injury)","All","Rural",2020,3,"Posted speed limit of 55 mph","",14.7,"",0.14699999999999999,"no","Before/after using empirical Bayes or full Bayes","MN","","",1656,1656,"","","","","",63,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","3-leg","Other","60 MPH","All","Undivided","2020-08-14","This CMF is for 3-Leg Intersections (all Control Types) with No Lighting."]
[10461,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",-40.700000000000003,1.407,"Angle","All","All","Rural",2020,3,"Posted speed limit of 55 mph","",24,"",0.24,"no","Before/after using empirical Bayes or full Bayes","MN","","",1656,1656,"","","","","",43,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","3-leg","Other","60 MPH","All","Undivided","2020-08-14","This CMF is for 3-Leg Intersections (all Control Types) with No Lighting."]
[10462,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",-13.9,1.139,"Rear end","All","All","Rural",2020,3,"Posted speed limit of 55 mph","",14.2,"",0.14199999999999999,"no","Before/after using empirical Bayes or full Bayes","MN","","",1656,1656,"","","","","",80,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","3-leg","Other","60 MPH","All","Undivided","2020-08-14","This CMF is for 3-Leg Intersections (all Control Types) with No Lighting."]
[10463,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",14.9,0.85099999999999998,"Sideswipe","All","All","Rural",2020,3,"Posted speed limit of 55 mph","",23.5,"",0.23499999999999999,"no","Before/after using empirical Bayes or full Bayes","MN","","",1656,1656,"","","","","",15,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","3-leg","Other","60 MPH","All","Undivided","2020-08-14","This CMF is for Side Swipe Same Direction crashes at 3-Leg Intersections (all Control Types) with No Lighting."]
[10464,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",8.9,0.91100000000000003,"All","All","All","Rural",2020,3,"Posted speed limit of 55 mph","",17.399999999999999,"",0.17399999999999999,"no","Before/after using empirical Bayes or full Bayes","MN","","",66,66,"","","","","",35,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","3-leg","Other","60 MPH","All","Undivided","2020-08-14","This CMF is for 3-Leg Intersections (all Control Types) with Lighting."]
[10465,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",45.9,0.54100000000000004,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","All","Rural",2020,3,"Posted speed limit of 55 mph","",21.2,"",0.21199999999999999,"no","Before/after using empirical Bayes or full Bayes","MN","","",66,66,"","","","","",7,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","3-leg","Other","60 MPH","All","Undivided","2020-08-14","This CMF is for 3-Leg Intersections (all Control Types) with Lighting."]
[10466,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",37.5,0.625,"All","K (fatal),A (serious injury),B (minor injury)","All","Rural",2020,3,"Posted speed limit of 55 mph","",31.9,"",0.31900000000000001,"no","Before/after using empirical Bayes or full Bayes","MN","","",66,66,"","","","","",4,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","3-leg","Other","60 MPH","All","Undivided","2020-08-14","This CMF is for 3-Leg Intersections (all Control Types) with Lighting."]
[10467,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",-15.2,1.1519999999999999,"Angle","All","All","Rural",2020,3,"Posted speed limit of 55 mph","",41.9,"",0.41899999999999998,"no","Before/after using empirical Bayes or full Bayes","MN","","",66,66,"","","","","",10,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","3-leg","Other","60 MPH","All","Undivided","2020-08-14","This CMF is for 3-Leg Intersections (all Control Types) with Lighting."]
[10468,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",5.7,0.94299999999999995,"Rear end","All","All","Rural",2020,3,"Posted speed limit of 55 mph","",34,"",0.34,"no","Before/after using empirical Bayes or full Bayes","MN","","",66,66,"","","","","",9,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","3-leg","Other","60 MPH","All","Undivided","2020-08-14","This CMF is for 3-Leg Intersections (all Control Types) with Lighting."]
[10469,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",16.8,0.83199999999999996,"All","All","All","Rural",2020,4,"Posted speed limit of 55 mph","",6.3,"",6.3E-2,"no","Before/after using empirical Bayes or full Bayes","MN","","",1099,1099,"","","","","",214,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","4-leg","Other","60 MPH","All","Undivided","2020-08-14","This CMF is for 4-Leg Intersections (all Control Types) with No Lighting."]
[10470,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",8.8000000000000007,0.91200000000000003,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","All","Rural",2020,3,"Posted speed limit of 55 mph","",9.9,"",9.9000000000000005E-2,"no","Before/after using empirical Bayes or full Bayes","MN","","",1099,1099,"","","","","",101,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","4-leg","Other","60 MPH","All","Undivided","2020-08-14","This CMF is for 4-Leg Intersections (all Control Types) with No Lighting."]
[10471,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",-7.8,1.0780000000000001,"All","K (fatal),A (serious injury),B (minor injury)","All","Rural",2020,3,"Posted speed limit of 55 mph","",14.4,"",0.14399999999999999,"no","Before/after using empirical Bayes or full Bayes","MN","","",1099,1099,"","","","","",68,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","4-leg","Other","60 MPH","All","Undivided","2020-08-14","This CMF is for 4-Leg Intersections (all Control Types) with No Lighting."]
[10472,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",16.3,0.83699999999999997,"Angle","All","All","Rural",2020,3,"Posted speed limit of 55 mph","",11.1,"",0.111,"no","Before/after using empirical Bayes or full Bayes","MN","","",1099,1099,"","","","","",69,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","4-leg","Other","60 MPH","All","Undivided","2020-08-14","This CMF is for 4-Leg Intersections (all Control Types) with No Lighting."]
[10473,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",-7.9,1.079,"Rear end","All","All","Rural",2020,3,"Posted speed limit of 55 mph","",16.100000000000001,"",0.161,"no","Before/after using empirical Bayes or full Bayes","MN","","",1099,1099,"","","","","",54,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","4-leg","Other","60 MPH","All","Undivided","2020-08-14","This CMF is for 4-Leg Intersections (all Control Types) with No Lighting."]
[10474,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",15,0.85,"Sideswipe","All","All","Rural",2020,3,"Posted speed limit of 55 mph","",21.5,"",0.215,"no","Before/after using empirical Bayes or full Bayes","MN","","",1099,1099,"","","","","",17,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","4-leg","Other","60 MPH","All","Undivided","2020-08-14","This CMF is for Side Swipe Same Direction crashes at 4-Leg Intersections (all Control Types) with No Lighting."]
[10475,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",-6.2,1.0620000000000001,"All","All","All","Rural",2020,3,"Posted speed limit of 55 mph","",13.9,"",0.13900000000000001,"no","Before/after using empirical Bayes or full Bayes","MN","","",92,92,"","","","","",81,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","4-leg","Other","60 MPH","All","Undivided","2020-08-14","This CMF is for 4-Leg Intersections (all Control Types) with Lighting."]
[10476,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",-11.7,1.117,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","All","Rural",2020,3,"Posted speed limit of 55 mph","",22.5,"",0.22500000000000001,"no","Before/after using empirical Bayes or full Bayes","MN","","",92,92,"","","","","",31,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","4-leg","Other","60 MPH","All","Undivided","2020-08-14","This CMF is for 4-Leg Intersections (all Control Types) with Lighting."]
[10477,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",5.9,0.94099999999999995,"All","K (fatal),A (serious injury),B (minor injury)","All","Rural",2020,3,"Posted speed limit of 55 mph","",25.8,"",0.25800000000000001,"no","Before/after using empirical Bayes or full Bayes","MN","","",92,92,"","","","","",16,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","4-leg","Other","60 MPH","All","Undivided","2020-08-14","This CMF is for 4-Leg Intersections (all Control Types) with Lighting."]
[10478,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",-5.7,1.0569999999999999,"Angle","All","All","Rural",2020,3,"Posted speed limit of 55 mph","",19.899999999999999,"",0.19900000000000001,"no","Before/after using empirical Bayes or full Bayes","MN","","",92,92,"","","","","",41,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","4-leg","Other","60 MPH","All","Undivided","2020-08-14","This CMF is for 4-Leg Intersections (all Control Types) with Lighting."]
[10479,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",-34.799999999999997,1.3480000000000001,"Rear end","All","All","Rural",2020,3,"Posted speed limit of 55 mph","",33.9,"",0.33900000000000002,"no","Before/after using empirical Bayes or full Bayes","MN","","",92,92,"","","","","",21,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","4-leg","Other","60 MPH","All","Undivided","2020-08-14","This CMF is for 4-Leg Intersections (all Control Types) with Lighting."]
[10480,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",13.1,0.86899999999999999,"Sideswipe","All","All","Rural",2020,3,"Posted speed limit of 55 mph","",51.2,"",0.51200000000000001,"no","Before/after using empirical Bayes or full Bayes","MN","","",92,92,"","","","","",3,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","4-leg","Other","60 MPH","All","Undivided","2020-08-14","This CMF is for Side Swipe Same Direction crashes at 4-Leg Intersections (all Control Types) with Lighting."]
[10481,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",-4,1.04,"All","All","All","Rural",2020,4,"Posted speed limit of 55 mph","",7,"",7.0000000000000007E-2,"no","Before/after using empirical Bayes or full Bayes","MN","","",1653,1653,"","","","","",277,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","3-leg","Stop-controlled","60 MPH","All","Undivided","2020-08-14","This CMF is for 3-Leg Intersections (Thru-Stop Control) with No Lighting."]
[10482,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",-8.4,1.0840000000000001,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","All","Rural",2020,3,"Posted speed limit of 55 mph","",11.3,"",0.113,"no","Before/after using empirical Bayes or full Bayes","MN","","",1653,1653,"","","","","",110,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","3-leg","Stop-controlled","60 MPH","All","Undivided","2020-08-14","This CMF is for 3-Leg Intersections (Thru-Stop Control) with No Lighting."]
[10483,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",-16.600000000000001,1.1659999999999999,"All","K (fatal),A (serious injury),B (minor injury)","All","Rural",2020,3,"Posted speed limit of 55 mph","",16.100000000000001,"",0.161,"no","Before/after using empirical Bayes or full Bayes","MN","","",1653,1653,"","","","","",63,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","3-leg","Stop-controlled","60 MPH","All","Undivided","2020-08-14","This CMF is for 3-Leg Intersections (Thru-Stop Control) with No Lighting."]
[10484,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",-32,1.32,"Angle","All","All","Rural",2020,3,"Posted speed limit of 55 mph","",23.1,"",0.23100000000000001,"no","Before/after using empirical Bayes or full Bayes","MN","","",1653,1653,"","","","","",40,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","3-leg","Stop-controlled","60 MPH","All","Undivided","2020-08-14","This CMF is for 3-Leg Intersections (Thru-Stop Control) with No Lighting."]
[10485,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",-15.4,1.1539999999999999,"Rear end","All","All","Rural",2020,3,"Posted speed limit of 55 mph","",14.4,"",0.14399999999999999,"no","Before/after using empirical Bayes or full Bayes","MN","","",1653,1653,"","","","","",80,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","3-leg","Stop-controlled","60 MPH","All","Undivided","2020-08-14","This CMF is for 3-Leg Intersections (Thru-Stop Control) with No Lighting."]
[10486,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",15.4,0.84599999999999997,"Sideswipe","All","All","Rural",2020,3,"Posted speed limit of 55 mph","",23.9,"",0.23899999999999999,"no","Before/after using empirical Bayes or full Bayes","MN","","",1653,1653,"","","","","",14,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","3-leg","Stop-controlled","60 MPH","All","Undivided","2020-08-14","This CMF is for Side Swipe Same Direction crashes at 3-Leg Intersections (Thru-Stop Control) with No Lighting."]
[10487,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",13.9,0.86099999999999999,"All","All","All","Rural",2020,3,"Posted speed limit of 55 mph","",17.3,"",0.17299999999999999,"no","Before/after using empirical Bayes or full Bayes","MN","","",64,64,"","","","","",31,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","3-leg","Stop-controlled","60 MPH","All","Undivided","2020-08-14","This CMF is for 3-Leg Intersections (Thru-Stop Control) with Lighting."]
[10488,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",52.1,0.47899999999999998,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","All","Rural",2020,3,"Posted speed limit of 55 mph","",20.2,"",0.20200000000000001,"no","Before/after using empirical Bayes or full Bayes","MN","","",64,64,"","","","","",6,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","3-leg","Stop-controlled","60 MPH","All","Undivided","2020-08-14","This CMF is for 3-Leg Intersections (Thru-Stop Control) with Lighting."]
[10489,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",34.6,0.65400000000000003,"All","K (fatal),A (serious injury),B (minor injury)","All","Rural",2020,3,"Posted speed limit of 55 mph","",33.5,"",0.33500000000000002,"no","Before/after using empirical Bayes or full Bayes","MN","","",64,64,"","","","","",4,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","3-leg","Stop-controlled","60 MPH","All","Undivided","2020-08-14","This CMF is for 3-Leg Intersections (Thru-Stop Control) with Lighting."]
[10490,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",-7,1.07,"Angle","All","All","Rural",2020,3,"Posted speed limit of 55 mph","",42.5,"",0.42499999999999999,"no","Before/after using empirical Bayes or full Bayes","MN","","",64,64,"","","","","",8,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","3-leg","Stop-controlled","60 MPH","All","Undivided","2020-08-14","This CMF is for 3-Leg Intersections (Thru-Stop Control) with Lighting."]
[10491,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",6.3,0.93700000000000006,"Rear end","All","All","Rural",2020,3,"Posted speed limit of 55 mph","",35.799999999999997,"",0.35799999999999998,"no","Before/after using empirical Bayes or full Bayes","MN","","",64,64,"","","","","",8,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","3-leg","Stop-controlled","60 MPH","All","Undivided","2020-08-14","This CMF is for 3-Leg Intersections (Thru-Stop Control) with Lighting."]
[10492,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph","",0.85199999999999998,"All","All","All","Rural",2020,4,"Posted speed limit of 55 mph","","","",6.5000000000000002E-2,"no","Before/after using empirical Bayes or full Bayes","MN","","",1085,1085,"","","","","",212,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","4-leg","Stop-controlled","60 MPH","All","Undivided","2020-08-14","This CMF is for 4-Leg Intersections (Thru-Stop Control) with No Lighting."]
[10493,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",7.9,0.92100000000000004,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","All","Rural",2020,3,"Posted speed limit of 55 mph","",10,"",0.1,"no","Before/after using empirical Bayes or full Bayes","MN","","",1085,1085,"","","","","",100,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","4-leg","Stop-controlled","60 MPH","All","Undivided","2020-08-14","This CMF is for 4-Leg Intersections (Thru-Stop Control) with No Lighting."]
[10494,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",-9.4,1.0940000000000001,"All","K (fatal),A (serious injury),B (minor injury)","All","Rural",2020,3,"Posted speed limit of 55 mph","",14.7,"",0.14699999999999999,"no","Before/after using empirical Bayes or full Bayes","MN","","",1085,1085,"","","","","",68,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","4-leg","Stop-controlled","60 MPH","All","Undivided","2020-08-14","This CMF is for 4-Leg Intersections (Thru-Stop Control) with No Lighting."]
[10495,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",14,0.86,"Angle","All","All","Rural",2020,3,"Posted speed limit of 55 mph","",11.6,"",0.11600000000000001,"no","Before/after using empirical Bayes or full Bayes","MN","","",1085,1085,"","","","","",68,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","4-leg","Stop-controlled","60 MPH","All","Undivided","2020-08-14","This CMF is for 4-Leg Intersections (Thru-Stop Control) with No Lighting."]
[10496,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",-8.3000000000000007,1.083,"Rear end","All","All","Rural",2020,3,"Posted speed limit of 55 mph","",16.399999999999999,"",0.16400000000000001,"no","Before/after using empirical Bayes or full Bayes","MN","","",1085,1085,"","","","","",53,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","4-leg","Stop-controlled","60 MPH","All","Undivided","2020-08-14","This CMF is for 4-Leg Intersections (Thru-Stop Control) with No Lighting."]
[10497,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",11.3,0.88700000000000001,"Sideswipe","All","All","Rural",2020,3,"Posted speed limit of 55 mph","",22.7,"",0.22700000000000001,"no","Before/after using empirical Bayes or full Bayes","MN","","",1085,1085,"","","","","",17,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","4-leg","Stop-controlled","60 MPH","All","Undivided","2020-08-14","This CMF is for Side Swipe Same Direction crashes at 4-Leg Intersections (Thru-Stop Control) with No Lighting."]
[10498,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",15,0.85,"All","All","All","Rural",2020,3,"Posted speed limit of 55 mph","",12.6,"",0.126,"no","Before/after using empirical Bayes or full Bayes","MN","","",85,85,"","","","","",63,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","4-leg","Stop-controlled","60 MPH","All","Undivided","2020-08-14","This CMF is for 4-Leg Intersections (Thru-Stop Control) with Lighting."]
[10499,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",8.6999999999999993,0.91300000000000003,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","All","Rural",2020,3,"Posted speed limit of 55 mph","",19.8,"",0.19800000000000001,"no","Before/after using empirical Bayes or full Bayes","MN","","",85,85,"","","","","",26,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","4-leg","Stop-controlled","60 MPH","All","Undivided","2020-08-14","This CMF is for 4-Leg Intersections (Thru-Stop Control) with Lighting."]
[10500,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",18.3,0.81699999999999995,"All","K (fatal),A (serious injury),B (minor injury)","All","Rural",2020,3,"Posted speed limit of 55 mph","",22.8,"",0.22800000000000001,"no","Before/after using empirical Bayes or full Bayes","MN","","",85,85,"","","","","",15,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","4-leg","Stop-controlled","60 MPH","All","Undivided","2020-08-14","This CMF is for 4-Leg Intersections (Thru-Stop Control) with Lighting."]
[10501,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",11,0.89,"Angle","All","All","Rural",2020,3,"Posted speed limit of 55 mph","",18.100000000000001,"",0.18099999999999999,"no","Before/after using empirical Bayes or full Bayes","MN","","",85,85,"","","","","",35,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","4-leg","Stop-controlled","60 MPH","All","Undivided","2020-08-14","This CMF is for 4-Leg Intersections (Thru-Stop Control) with Lighting."]
[10502,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",15,0.85,"Rear end","All","All","Rural",2020,3,"Posted speed limit of 55 mph","",28.3,"",0.28299999999999997,"no","Before/after using empirical Bayes or full Bayes","MN","","",85,85,"","","","","",12,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","4-leg","Stop-controlled","60 MPH","All","Undivided","2020-08-14","This CMF is for 4-Leg Intersections (Thru-Stop Control) with Lighting."]
[10503,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",37.5,0.625,"Sideswipe","All","All","Rural",2020,3,"Posted speed limit of 55 mph","",37.1,"",0.371,"no","Before/after using empirical Bayes or full Bayes","MN","","",85,85,"","","","","",3,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","4-leg","Stop-controlled","60 MPH","All","Undivided","2020-08-14","This CMF is for Side Swipe Same Direction crashes at 4-Leg Intersections (Thru-Stop Control) with Lighting."]
[10504,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",4.5,0.95499999999999996,"All","All","All","Rural",2020,4,"Posted speed limit of 55 mph","",4.4000000000000004,"",4.3999999999999997E-2,"no","Before/after using empirical Bayes or full Bayes","MN","","",2913,2913,"","","","","",612,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","",2815,"","","",2,"Roadway/roadway (not interchange related)","3-leg,4-leg","Other","60 MPH","All","Undivided","2020-08-14","This CMF is for all 3-Leg and 4-Leg Intersections (all Control Types) with and without Lighting."]
[10505,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",1.2,0.98799999999999999,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","All","Rural",2020,4,"Posted speed limit of 55 mph","",6.9,"",6.9000000000000006E-2,"no","Before/after using empirical Bayes or full Bayes","MN","","",2913,2913,"","","","","",250,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","",2815,"","","",2,"Roadway/roadway (not interchange related)","3-leg,4-leg","Other","60 MPH","All","Undivided","2020-08-14","This CMF is for all 3-Leg and 4-Leg Intersections (all Control Types) with and without Lighting."]
[10506,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",-5,1.05,"All","K (fatal),A (serious injury),B (minor injury)","All","Rural",2020,3,"Posted speed limit of 55 mph","",9.3000000000000007,"",9.2999999999999999E-2,"no","Before/after using empirical Bayes or full Bayes","MN","","",2913,2913,"","","","","",151,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","",2815,"","","",2,"Roadway/roadway (not interchange related)","3-leg,4-leg","Other","60 MPH","All","Undivided","2020-08-14","This CMF is for all 3-Leg and 4-Leg Intersections (all Control Types) with and without Lighting."]
[10507,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",-2.2999999999999998,1.0229999999999999,"Angle","All","All","Rural",2020,3,"Posted speed limit of 55 mph","",9.1999999999999993,"",9.1999999999999998E-2,"no","Before/after using empirical Bayes or full Bayes","MN","","",2913,2913,"","","","","",163,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","",2815,"","","",2,"Roadway/roadway (not interchange related)","3-leg,4-leg","Other","60 MPH","All","Undivided","2020-08-14","This CMF is for all 3-Leg and 4-Leg Intersections (all Control Types) with and without Lighting."]
[10508,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",-13.4,1.1339999999999999,"Rear end","All","All","Rural",2020,3,"Posted speed limit of 55 mph","",9.9,"",9.9000000000000005E-2,"no","Before/after using empirical Bayes or full Bayes","MN","","",2913,2913,"","","","","",164,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","",2815,"","","",2,"Roadway/roadway (not interchange related)","3-leg,4-leg","Other","60 MPH","All","Undivided","2020-08-14","This CMF is for all 3-Leg and 4-Leg Intersections (all Control Types) with and without Lighting."]
[10509,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",18.8,0.81200000000000006,"Sideswipe","All","All","Rural",2020,3,"Posted speed limit of 55 mph","",14.5,"",0.14499999999999999,"no","Before/after using empirical Bayes or full Bayes","MN","","",2913,2913,"","","","","",35,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","",2815,"","","",2,"Roadway/roadway (not interchange related)","3-leg,4-leg","Other","60 MPH","All","Undivided","2020-08-14","This CMF is for Side Swipe Same Direction crashes at all 3-Leg and 4-Leg Intersections (all Control Types) with and without Lighting."]
[10510,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",6.6,0.93400000000000005,"All","All","All","Rural",2020,4,"Posted speed limit of 55 mph","",4.4000000000000004,"",4.3999999999999997E-2,"no","Before/after using empirical Bayes or full Bayes","MN","","",2887,2887,"","","","","",583,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","3-leg,4-leg","Stop-controlled","60 MPH","All","Undivided","2020-08-14","This CMF is for all 3-Leg and 4-Leg Intersections (Thru-Stop Control) with and without Lighting."]
[10511,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",3.3,0.96699999999999997,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","All","Rural",2020,4,"Posted speed limit of 55 mph","",6.8,"",6.8000000000000005E-2,"no","Before/after using empirical Bayes or full Bayes","MN","","",2887,2887,"","","","","",242,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","3-leg,4-leg","Stop-controlled","60 MPH","All","Undivided","2020-08-14","This CMF is for all 3-Leg and 4-Leg Intersections (Thru-Stop Control) with and without Lighting."]
[10512,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",-7.1,1.071,"All","K (fatal),A (serious injury),B (minor injury)","All","Rural",2020,3,"Posted speed limit of 55 mph","",9.6999999999999993,"",9.7000000000000003E-2,"no","Before/after using empirical Bayes or full Bayes","MN","","",2887,2887,"","","","","",150,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","3-leg,4-leg","Stop-controlled","60 MPH","All","Undivided","2020-08-14","This CMF is for all 3-Leg and 4-Leg Intersections (Thru-Stop Control) with and without Lighting."]
[10513,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",2.6,0.97399999999999998,"Angle","All","All","Rural",2020,3,"Posted speed limit of 55 mph","",9.1,"",9.0999999999999998E-2,"no","Before/after using empirical Bayes or full Bayes","MN","","",2887,2887,"","","","","",151,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","3-leg,4-leg","Stop-controlled","60 MPH","All","Undivided","2020-08-14","This CMF is for all 3-Leg and 4-Leg Intersections (Thru-Stop Control) with and without Lighting."]
[10514,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",-9.3000000000000007,1.093,"Rear end","All","All","Rural",2020,3,"Posted speed limit of 55 mph","",9.9,"",9.9000000000000005E-2,"no","Before/after using empirical Bayes or full Bayes","MN","","",2887,2887,"","","","","",153,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","3-leg,4-leg","Stop-controlled","60 MPH","All","Undivided","2020-08-14","This CMF is for all 3-Leg and 4-Leg Intersections (Thru-Stop Control) with and without Lighting."]
[10515,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",19.3,0.80700000000000005,"Sideswipe","All","All","Rural",2020,3,"Posted speed limit of 55 mph","",14.7,"",0.14699999999999999,"no","Before/after using empirical Bayes or full Bayes","MN","","",2887,2887,"","","","","",34,"","","","","","",2012,2018,"yes","Annual Average Daily Traffic (AADT)","","","","","","","","","",2,"Roadway/roadway (not interchange related)","3-leg,4-leg","Stop-controlled","60 MPH","All","Undivided","2020-08-14","This CMF is for Side Swipe Same Direction crashes at all 3-Leg and 4-Leg Intersections (Thru-Stop Control) with and without Lighting."]
[10516,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",-2.9,1.0289999999999999,"All","All","All","Rural",2020,4,"Posted speed limit of 55 mph","",2.7,"",2.7E-2,"no","Before/after using empirical Bayes or full Bayes","MN","","",5739,5739,"",1909.11,1909.11,"","",1803,"","","","","","",2012,2018,"no","Annual Average Daily Traffic (AADT)","","",2348,"","","","","","",2,"","","","60 MPH","All","Undivided","2020-08-14","This CMF is for all segments and intersections combined. It includes all 3-Leg and 4-Leg Intersections (all Control Types) along the segments."]
[10517,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",-2.5,1.0249999999999999,"All","K (fatal),A (serious injury),B (minor injury),C (possible injury)","All","Rural",2020,4,"Posted speed limit of 55 mph","",4.2,"",4.2000000000000003E-2,"no","Before/after using empirical Bayes or full Bayes","MN","","",5739,5739,"",1909.11,1909.11,"","",706,"","","","","","",2012,2018,"no","Annual Average Daily Traffic (AADT)","","",2348,"","","","","","",2,"","","","60 MPH","All","Undivided","2020-08-14","This CMF is for all segments and intersections combined. It includes all 3-Leg and 4-Leg Intersections (all Control Types) along the segments."]
[10518,"Speed Limit Change (55 mph to 60 mph) Safety Evaluation","Speed management","None","Increase speed limit from 55 mph to 60 mph",0.5,0.995,"All","K (fatal),A (serious injury),B (minor injury)","All","Rural",2020,4,"Posted speed limit of 55 mph","",5,"",0.05,"no","Before/after using empirical Bayes or full Bayes","MN","","",5739,5739,"",1909.11,1909.11,"","",430,"","","","","","",2012,2018,"no","Annual Average Daily Traffic (AADT)","","",2348,"","","","","","",2,"","","","60 MPH","All","Undivided","2020-08-14","This CMF is for all segments and intersections combined. It includes all 3-Leg and 4-Leg Intersections (all Control Types) along the segments."]
["CMF's from Sources other than FHWA CMF Clearinghouse"]
[12100,null,null,null,"Conversion to Off-Set T-Intersection",38,0.62,"All",null,null,"All"]
[12101,null,null,null,"Conversion to Off-Set T-Intersection",53,0.47499999999999998,"Fatal,Serious Inj",null,null,"All"]
[12110,null,null,null,"Conversion to Signalized Green-T",45,0.55200000000000005,"All",null,null,"Rural"]
[12111,null,null,null,"Conversion to Signalized Green-T",49,0.50800000000000001,"Fatal,Serious Inj",null,null,"Rural"]
[12112,null,null,null,"Conversion to Signalized Green-T",40,0.60499999999999998,"All",null,null,"Suburban/Urban"]
[12113,null,null,null,"Conversion to Signalized Green-T",49,0.50800000000000001,"Fatal,Serious Inj",null,null,"Suburban/Urban"]

{"sheet":"CMFs","index":8,"n_rows":628,"n_cols":11,"rows_kept":628,"cut":false,"hidden":true,"merged":[]}
["CMF ID","Prior condition","Catergory","Counter measure","New group","Area","Star Rating","CRF","CMF","Crash","KABCO"]
[200,"","Intersection geometry","Convert four-leg intersection into two three-leg intersections","4leg to 3 leg","Urban",3,-35,1.35,{"$f":"VLOOKUP(A2,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A2,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[201,"","Intersection geometry","Convert four-leg intersection into two three-leg intersections","4leg to 3 leg","Urban",4,25,0.75,{"$f":"VLOOKUP(A3,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A3,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[202,"","Intersection geometry","Convert four-leg intersection into two three-leg intersections","4leg to 3 leg","Urban",4,33,0.67,{"$f":"VLOOKUP(A4,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A4,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[203,"","Intersection geometry","Convert four-leg intersection into two three-leg intersections","4leg to 3 leg","Urban",3,-15,1.1499999999999999,{"$f":"VLOOKUP(A5,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A5,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[204,"","Intersection geometry","Convert four-leg intersection into two three-leg intersections","4leg to 3 leg","Urban",3,0,1,{"$f":"VLOOKUP(A6,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A6,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[205,"","Intersection geometry","Convert four-leg intersection into two three-leg intersections","4leg to 3 leg","Urban",3,10,0.9,{"$f":"VLOOKUP(A7,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A7,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[206,"","Intersection geometry","Conversion of stop-controlled intersection into single-lane roundabout","stop to SL RAB","Urban",4,72,0.28000000000000003,{"$f":"VLOOKUP(A8,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A8,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[207,"","Intersection geometry","Conversion of stop-controlled intersection into single-lane roundabout","stop to SL RAB","Rural",4,58,0.42,{"$f":"VLOOKUP(A9,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A9,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[208,"","Intersection geometry","Conversion of stop-controlled intersection into multi-lane roundabout","stop to ML RAB","Urban",3,5,0.95,{"$f":"VLOOKUP(A10,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A10,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[209,"","Intersection geometry","Conversion of signalized intersection into single- or multi-lane roundabout","signalized int to RAB","Urban",3,35,0.65,{"$f":"VLOOKUP(A11,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A11,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[210,"","Intersection geometry","Conversion of stop-controlled intersection into single-lane roundabout","stop to SL RAB","Urban",4,88,0.12,{"$f":"VLOOKUP(A12,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A12,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[211,"","Intersection geometry","Conversion of stop-controlled intersection into single-lane roundabout","stop to SL RAB","Rural",4,82,0.18,{"$f":"VLOOKUP(A13,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A13,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[212,"","Intersection geometry","Conversion of signalized intersection into single- or multi-lane roundabout","signalized int to RAB","Urban",3,74,0.26,{"$f":"VLOOKUP(A14,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A14,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[213,"","Intersection geometry","Convert to roundabout","RAB","Not specified",4,39,0.61,{"$f":"VLOOKUP(A15,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A15,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[214,"","Intersection geometry","Convert signalized intersection to modern roundabout","signal to Modern RAB","Not specified",4,32,0.68,{"$f":"VLOOKUP(A16,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A16,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[215,"","Intersection geometry","Convert unsignalized intersection to roundabout","RAB","Not specified",4,44,0.56000000000000005,{"$f":"VLOOKUP(A17,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A17,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[216,"","Intersection geometry","Convert to roundabout","RAB","Not specified",3,17,0.83,{"$f":"VLOOKUP(A18,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A18,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury)"}]
[217,"","Intersection geometry","Convert signalized intersection to modern roundabout","signal to Modern RAB","Not specified",3,13,0.87,{"$f":"VLOOKUP(A19,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A19,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury)"}]
[218,"","Intersection geometry","Convert unsignalized intersection to roundabout","RAB","Not specified",3,20,0.8,{"$f":"VLOOKUP(A20,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A20,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury)"}]
[219,"","Intersection geometry","Convert to roundabout","RAB","Not specified",4,38,0.62,{"$f":"VLOOKUP(A21,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A21,Clearinghouse!A:I,9,FALSE)","v":"B (minor injury)"}]
[220,"","Intersection geometry","Convert signalized intersection to modern roundabout","signal to Modern RAB","Not specified",3,31,0.69,{"$f":"VLOOKUP(A22,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A22,Clearinghouse!A:I,9,FALSE)","v":"B (minor injury)"}]
[221,"","Intersection geometry","Convert unsignalized intersection to roundabout","RAB","Not specified",4,46,0.54,{"$f":"VLOOKUP(A23,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A23,Clearinghouse!A:I,9,FALSE)","v":"B (minor injury)"}]
[222,"","Intersection geometry","Convert signalized intersection to modern roundabout","signal to Modern RAB","Urban",3,1,0.99,{"$f":"VLOOKUP(A24,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A24,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[223,"","Intersection geometry","Convert signalized intersection to modern roundabout","signal to Modern RAB","Urban",4,60,0.4,{"$f":"VLOOKUP(A25,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A25,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[224,"","Intersection geometry","Convert signalized intersection to modern roundabout","signal to Modern RAB","Suburban",4,67,0.33,{"$f":"VLOOKUP(A26,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A26,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[225,"","Intersection geometry","Convert signalized intersection to modern roundabout","signal to Modern RAB","All",4,48,0.52,{"$f":"VLOOKUP(A27,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A27,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[226,"","Intersection geometry","Convert signalized intersection to modern roundabout","signal to Modern RAB","All",4,78,0.22,{"$f":"VLOOKUP(A28,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A28,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[227,"","Intersection geometry","Convert intersection with minor-road stop control to modern roundabout","minor stop to RAB","All",5,44,0.56000000000000005,{"$f":"VLOOKUP(A29,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A29,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[228,"","Intersection geometry","Convert intersection with minor-road stop control to modern roundabout","minor stop to RAB","All",5,82,0.18,{"$f":"VLOOKUP(A30,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A30,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[229,"","Intersection geometry","Convert intersection with minor-road stop control to modern roundabout","minor stop to RAB","Rural",5,71,0.28999999999999998,{"$f":"VLOOKUP(A31,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A31,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[230,"","Intersection geometry","Convert intersection with minor-road stop control to modern roundabout","minor stop to RAB","Rural",5,87,0.13,{"$f":"VLOOKUP(A32,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A32,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[231,"","Intersection geometry","Convert intersection with minor-road stop control to modern roundabout","minor stop to RAB","Urban",4,29,0.71,{"$f":"VLOOKUP(A33,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A33,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[232,"","Intersection geometry","Convert intersection with minor-road stop control to modern roundabout","minor stop to RAB","Urban",4,81,0.19,{"$f":"VLOOKUP(A34,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A34,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[233,"","Intersection geometry","Convert intersection with minor-road stop control to modern roundabout","minor stop to RAB","Urban",4,39,0.61,{"$f":"VLOOKUP(A35,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A35,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[234,"","Intersection geometry","Convert intersection with minor-road stop control to modern roundabout","minor stop to RAB","Urban",4,78,0.22,{"$f":"VLOOKUP(A36,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A36,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[235,"","Intersection geometry","Convert intersection with minor-road stop control to modern roundabout","minor stop to RAB","Urban",3,12,0.88,{"$f":"VLOOKUP(A37,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A37,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[236,"","Intersection geometry","Convert intersection with minor-road stop control to modern roundabout","minor stop to RAB","Suburban",4,32,0.68,{"$f":"VLOOKUP(A38,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A38,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[237,"","Intersection geometry","Convert intersection with minor-road stop control to modern roundabout","minor stop to RAB","Suburban",4,71,0.28999999999999998,{"$f":"VLOOKUP(A39,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A39,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[238,"","Intersection geometry","Convert intersection with minor-road stop control to modern roundabout","minor stop to RAB","Suburban",4,78,0.22,{"$f":"VLOOKUP(A40,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A40,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[239,"","Intersection geometry","Convert intersection with minor-road stop control to modern roundabout","minor stop to RAB","Suburban",4,78,0.22,{"$f":"VLOOKUP(A41,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A41,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[240,"","Intersection geometry","Convert intersection with minor-road stop control to modern roundabout","minor stop to RAB","Suburban",3,19,0.81,{"$f":"VLOOKUP(A42,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A42,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[241,"","Intersection geometry","Convert intersection with minor-road stop control to modern roundabout","minor stop to RAB","Suburban",4,68,0.32,{"$f":"VLOOKUP(A43,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A43,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[242,"","Intersection geometry","Convert all-way, stop-controlled intersection to roundabout","stop to RAB","All",3,-3,1.03,{"$f":"VLOOKUP(A44,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A44,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[249,"","Intersection geometry","Provide a channelized left-turn lane on both major- and minor-road approaches","LT lanes both","Rural",3,27,0.73,{"$f":"VLOOKUP(A45,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A45,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[250,"","Intersection geometry","Provide a channelized left-turn lane on both major-road approaches","LT lanes both","Rural",2,-20,1.2,{"$f":"VLOOKUP(A46,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A46,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[253,"","Intersection geometry","Provide a left-turn lane on one major-road approach","LT lane","Rural",4,44,0.56000000000000005,{"$f":"VLOOKUP(A47,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A47,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[254,"","Intersection geometry","Provide a left-turn lane on one major-road approach","LT lane","Urban",4,33,0.67,{"$f":"VLOOKUP(A48,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A48,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[255,"","Intersection geometry","Provide a left-turn lane on one major-road approach","LT lane","Rural",4,55,0.45,{"$f":"VLOOKUP(A49,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A49,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[256,"","Intersection geometry","Provide a channelized left-turn lane on both major-road approaches","LT lanes both","Rural",3,4,0.96,{"$f":"VLOOKUP(A50,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A50,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[257,"","Intersection geometry","Provide a channelized left-turn lane on both major-road approaches","LT lanes both","Rural",3,16,0.84,{"$f":"VLOOKUP(A51,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A51,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[260,"","Intersection geometry","Provide a left-turn lane on one major-road approach","LT lane","Rural",5,28,0.72,{"$f":"VLOOKUP(A52,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A52,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[261,"","Intersection geometry","Provide a left-turn lane on one major-road approach","LT lane","Urban",5,27,0.73,{"$f":"VLOOKUP(A53,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A53,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[262,"","Intersection geometry","Provide a left-turn lane on one major-road approach","LT lane","Urban",3,10,0.9,{"$f":"VLOOKUP(A54,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A54,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[263,"","Intersection geometry","Provide a left-turn lane on one major-road approach","LT lane","Urban",5,24,0.76,{"$f":"VLOOKUP(A55,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A55,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[264,"","Intersection geometry","Provide a left-turn lane on one major-road approach","LT lane","Rural",5,35,0.65,{"$f":"VLOOKUP(A56,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A56,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[265,"","Intersection geometry","Provide a left-turn lane on one major-road approach","LT lane","Urban",5,29,0.71,{"$f":"VLOOKUP(A57,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A57,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[266,"","Intersection geometry","Provide a left-turn lane on one major-road approach","LT lane","Urban",5,9,0.91,{"$f":"VLOOKUP(A58,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A58,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[267,"","Intersection geometry","Provide a left-turn lane on one major-road approach","LT lane","Urban",4,28,0.72,{"$f":"VLOOKUP(A59,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A59,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[268,"","Intersection geometry","Provide a left-turn lane on both major-road approaches","LT lanes both","Rural",5,48,0.52,{"$f":"VLOOKUP(A60,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A60,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[269,"","Intersection geometry","Provide a left-turn lane on both major-road approaches","LT lanes both","Urban",5,47,0.53,{"$f":"VLOOKUP(A61,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A61,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[270,"","Intersection geometry","Provide a left-turn lane on both major-road approaches","LT lanes both","Urban",3,19,0.81,{"$f":"VLOOKUP(A62,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A62,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[271,"","Intersection geometry","Provide a left-turn lane on both major-road approaches","LT lanes both","Urban",5,42,0.57999999999999996,{"$f":"VLOOKUP(A63,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A63,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[272,"","Intersection geometry","Provide a left-turn lane on both major-road approaches","LT lanes both","Rural",5,58,0.42,{"$f":"VLOOKUP(A64,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A64,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[273,"","Intersection geometry","Provide a left-turn lane on both major-road approaches","LT lanes both","Urban",4,50,0.5,{"$f":"VLOOKUP(A65,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A65,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[274,"","Intersection geometry","Provide a left-turn lane on both major-road approaches","LT lanes both","Urban",5,17,0.83,{"$f":"VLOOKUP(A66,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A66,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[275,"","Intersection geometry","Provide a left-turn lane on both major-road approaches","LT lanes both","Urban",4,48,0.52,{"$f":"VLOOKUP(A67,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A67,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[285,"","Intersection geometry","Provide a right-turn lane on one major-road approach","RT lane","All",4,14,0.86,{"$f":"VLOOKUP(A68,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A68,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[286,"","Intersection geometry","Provide a right-turn lane on one major-road approach","RT lane","All",3,4,0.96,{"$f":"VLOOKUP(A69,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A69,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[287,"","Intersection geometry","Provide a right-turn lane on one major-road approach","RT lane","All",4,23,0.77,{"$f":"VLOOKUP(A70,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A70,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[288,"","Intersection geometry","Provide a right-turn lane on one major-road approach","RT lane","All",5,9,0.91,{"$f":"VLOOKUP(A71,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A71,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[289,"","Intersection geometry","Provide a right-turn lane on both major-road approaches","RT lanes both","All",4,26,0.74,{"$f":"VLOOKUP(A72,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A72,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[290,"","Intersection geometry","Provide a right-turn lane on both major-road approaches","RT lanes both","All",5,8,0.92,{"$f":"VLOOKUP(A73,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A73,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[295,"","Intersection geometry","Addition of left- or right-turn by-pass lanes","LT RT lanes","Rural",3,5,0.95,{"$f":"VLOOKUP(A74,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A74,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[296,"","Intersection geometry","Addition of left- or right-turn by-pass lanes","LT RT lanes","Rural",2,-25,1.25,{"$f":"VLOOKUP(A75,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A75,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[297,"","Intersection geometry","Addition of left- or right-turn by-pass lanes","LT RT lanes","Rural",3,19,0.81,{"$f":"VLOOKUP(A76,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A76,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[314,"","Intersection traffic control","Convert minor-road stop control to all-way stop control","Allway stop","Urban",4,70,0.3,{"$f":"VLOOKUP(A77,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A77,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[315,"","Intersection traffic control","Convert minor-road stop control to all-way stop control","Allway stop","Rural",5,48,0.52,{"$f":"VLOOKUP(A78,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A78,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[316,"","Intersection traffic control","Install a traffic signal","signal","Urban",3,14,0.86,{"$f":"VLOOKUP(A79,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A79,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[317,"","Intersection traffic control","Install a traffic signal","signal","Urban",2,34,0.66,{"$f":"VLOOKUP(A80,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A80,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[318,"","Intersection traffic control","Install a traffic signal","signal","Urban",1,-50,1.5,{"$f":"VLOOKUP(A81,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A81,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[319,"","Intersection traffic control","Install a traffic signal","signal","Urban",3,23,0.77,{"$f":"VLOOKUP(A82,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A82,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[322,"","Intersection traffic control","Install a traffic signal (major road speed limit at least 40 mph)","signal","Urban",3,5,0.95,{"$f":"VLOOKUP(A83,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A83,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[325,"Stop controlled","Intersection traffic control","Install a traffic signal","signal","Rural",5,44,0.56000000000000005,{"$f":"VLOOKUP(A84,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A84,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[351,"","Access management","Replace direct left-turn with right-turn/U-turn","RIRO","Not specified",4,20,0.8,{"$f":"VLOOKUP(A85,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A85,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[352,"","Access management","Replace direct left-turn with right-turn/U-turn","RIRO","Not specified",3,11,0.89,{"$f":"VLOOKUP(A86,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A86,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[353,"","Access management","Replace direct left-turn with right-turn/U-turn","RIRO","Not specified",3,36,0.64,{"$f":"VLOOKUP(A87,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A87,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[357,"","Access management","Replace direct left-turn with right-turn/U-turn","RIRO","Not specified",3,51,0.49,{"$f":"VLOOKUP(A88,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A88,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[358,"","Access management","Replace direct left-turn with right-turn/U-turn","RIRO","Not specified",3,44,0.56000000000000005,{"$f":"VLOOKUP(A89,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A89,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[359,"","Access management","Replace direct left-turn with right-turn/U-turn","RIRO","Not specified",3,62,0.38,{"$f":"VLOOKUP(A90,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A90,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[360,"","Access management","Replace direct left-turn with right-turn/U-turn","RIRO","Not specified",3,14,0.86,{"$f":"VLOOKUP(A91,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A91,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[361,"","Access management","Replace direct left-turn with right-turn/U-turn","RIRO","Not specified",3,5,0.95,{"$f":"VLOOKUP(A92,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A92,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[362,"","Access management","Replace direct left-turn with right-turn/U-turn","RIRO","Not specified",3,31,0.69,{"$f":"VLOOKUP(A93,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A93,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[366,"","Access management","Replace direct left-turn with right-turn/U-turn","RIRO","Not specified",1,11,0.89,{"$f":"VLOOKUP(A94,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A94,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[367,"","Access management","Replace direct left-turn with right-turn/U-turn","RIRO","Not specified",1,3,0.97,{"$f":"VLOOKUP(A95,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A95,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[368,"","Access management","Replace direct left-turn with right-turn/U-turn","RIRO","Not specified",1,27,0.73,{"$f":"VLOOKUP(A96,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A96,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[459,"","Interchange design","Convert at-grade intersection into grade-separated interchange","interchange","Not specified",4,42,0.57999999999999996,{"$f":"VLOOKUP(A97,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A97,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[460,"","Interchange design","Convert at-grade intersection into grade-separated interchange","interchange","Not specified",5,57,0.43,{"$f":"VLOOKUP(A98,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A98,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[461,"","Interchange design","Convert at-grade intersection into grade-separated interchange","interchange","Not specified",4,36,0.64,{"$f":"VLOOKUP(A99,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A99,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[462,"","Interchange design","Convert at-grade intersection into grade-separated interchange","interchange","Not specified",3,16,0.84,{"$f":"VLOOKUP(A100,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A100,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[463,"","Interchange design","Convert at-grade intersection into grade-separated interchange","interchange","Not specified",4,27,0.73,{"$f":"VLOOKUP(A101,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A101,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[464,"","Interchange design","Convert at-grade intersection into grade-separated interchange","interchange","Not specified",4,28,0.72,{"$f":"VLOOKUP(A102,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A102,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[466,"","Interchange design","Provide diamond interchange","Diamond Int","Not specified",3,7,0.93,{"$f":"VLOOKUP(A103,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A103,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[468,"","Interchange design","Provide diamond interchange","Diamond Int","Not specified",3,38,0.62,{"$f":"VLOOKUP(A104,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A104,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[469,"","Interchange design","Provide diamond interchange","Diamond Int","Not specified",3,2,0.98,{"$f":"VLOOKUP(A105,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A105,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[470,"","Interchange design","Provide diamond interchange","Diamond Int","Not specified",3,9,0.91,{"$f":"VLOOKUP(A106,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A106,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[472,"","Interchange design","Provide tight-urban-diamond interchange (TUDI)","Diamond Int","Not specified",3,-2,1.02,{"$f":"VLOOKUP(A107,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A107,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[473,"","Interchange design","Design diamond, trumpet, or cloverleaf interchange with crossroad above freeway","Diamod Int/ cloverleaf/trumpet","Not specified",3,4,0.96,{"$f":"VLOOKUP(A108,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A108,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[583,"","Roadway","Introduce TWLTL (two-way left turn lanes) on rural two lane roads","TWLTL","Rural",5,36,0.64,{"$f":"VLOOKUP(A109,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A109,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[584,"","Roadway","Introduce TWLTL (two-way left turn lanes) on rural two lane roads","TWLTL","Rural",4,35,0.65,{"$f":"VLOOKUP(A110,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A110,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[1285,"","Roadway","Add two-way left-turn lane","TWLTL","",2,8,0.92,{"$f":"VLOOKUP(A111,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A111,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[1292,"","Roadway","Add two-way left-turn lane","TWLTL","",2,20,0.8,{"$f":"VLOOKUP(A112,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A112,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[1455,"unsignalized intersection.","Intersection traffic control","Install a traffic signal","signal","Rural",3,15,0.85,{"$f":"VLOOKUP(A113,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A113,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[1456,"unsignalized intersection.","Intersection traffic control","Install a traffic signal","signal","All",2,38,0.62,{"$f":"VLOOKUP(A114,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A114,Clearinghouse!A:I,9,FALSE)","v":"K (fatal)"}]
[1459,"unsignalized intersection.","Intersection traffic control","Install a traffic signal","signal","Urban",3,17,0.83,{"$f":"VLOOKUP(A115,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A115,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[1479,"unsignalized intersection.","Intersection traffic control","Install a traffic signal","signal","All",3,-15,1.1499999999999999,{"$f":"VLOOKUP(A116,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A116,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[1581,"","Intersection geometry","Install left-turn lane (signal has left-turn phase)","LT lane","",1,35,0.65,{"$f":"VLOOKUP(A117,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A117,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[1628,"","Intersection geometry","Convert four-leg intersection into two three-leg intersections","4leg to 3 leg","All",2,57,0.43,{"$f":"VLOOKUP(A118,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A118,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[1632,"Conversion of intersections to roundabouts in the Netherlands.","Intersection geometry","Convert intersection to roundabout","RAB","Not specified",2,65,0.35,{"$f":"VLOOKUP(A119,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A119,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[1633,"Conversion of intersections to roundabouts in the Netherlands.","Intersection geometry","Convert intersection to roundabout","RAB","",2,42,0.57999999999999996,{"$f":"VLOOKUP(A120,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A120,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[2033,"4-lane, divided, rural principal arterial and undivided rural major collector;  two-way stop controlled","Intersection geometry","Install J-Turn intersection","J turn","Rural",1,92.43,0.08,{"$f":"VLOOKUP(A121,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A121,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2034,"4-lane, divided, rural principal arterial and undivided rural major collector; two-way stop controlled","Intersection geometry","Install J-Turn intersection","J turn","Rural",2,100,0,{"$f":"VLOOKUP(A122,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A122,Clearinghouse!A:I,9,FALSE)","v":"K (fatal)"}]
[2035,"4-lane, divided, rural principal arterial and undivided rural major collector;  two-way stop controlled","Intersection geometry","Install J-Turn intersection","J turn","Rural",2,100,0,{"$f":"VLOOKUP(A123,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A123,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[2036,"4-lane, divided, rural principal arterial and undivided rural major collector;  two-way stop controlled","Intersection geometry","Install J-Turn intersection","J turn","Rural",1,75.02,0.25,{"$f":"VLOOKUP(A124,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A124,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[2043,"4-lane, divided expressway; two-way stop controlled","Intersection geometry","Install J-Turn intersection","J turn","Not specified",2,60.57,0.39,{"$f":"VLOOKUP(A125,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A125,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2044,"4-lane, divided expressway; two-way stop controlled","Intersection geometry","Install J-Turn intersection","J turn","Not specified",1,15.5,0.85,{"$f":"VLOOKUP(A126,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A126,Clearinghouse!A:I,9,FALSE)","v":"K (fatal)"}]
[2045,"4-lane, divided expressway; two-way stop controlled","Intersection geometry","Install J-Turn intersection","J turn","Not specified",1,80.12,0.2,{"$f":"VLOOKUP(A127,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A127,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[2046,"4-lane, divided expressway; two-way stop controlled","Intersection geometry","Install J-Turn intersection","J turn","Not specified",2,36.630000000000003,0.63,{"$f":"VLOOKUP(A128,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A128,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[2056,"4-lane, divided expressway; two-way stop controlled","Intersection geometry","Install J-Turn intersection","J turn","Not specified",2,50.48,0.5,{"$f":"VLOOKUP(A129,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A129,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2057,"4-lane, divided expressway; two-way stop controlled","Intersection geometry","Install J-Turn intersection","J turn","Not specified",2,100,0,{"$f":"VLOOKUP(A130,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A130,Clearinghouse!A:I,9,FALSE)","v":"K (fatal)"}]
[2058,"4-lane, divided expressway; two-way stop controlled","Intersection geometry","Install J-Turn intersection","J turn","Not specified",1,18.97,0.81,{"$f":"VLOOKUP(A131,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A131,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[2059,"4-lane, divided expressway; two-way stop controlled","Intersection geometry","Install J-Turn intersection","J turn","Not specified",1,63.64,0.36,{"$f":"VLOOKUP(A132,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A132,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[2067,"4-lane, divided expressway; two-way stop controlled","Intersection geometry","Install J-Turn intersection","J turn","Suburban",1,69.86,0.3,{"$f":"VLOOKUP(A133,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A133,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2068,"4-lane, divided expressway; two-way stop controlled","Intersection geometry","Install J-Turn intersection","J turn","Suburban",2,100,0,{"$f":"VLOOKUP(A134,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A134,Clearinghouse!A:I,9,FALSE)","v":"K (fatal)"}]
[2069,"4-lane, divided expressway; two-way stop controlled","Intersection geometry","Install J-Turn intersection","J turn","Suburban",1,51.03,0.49,{"$f":"VLOOKUP(A135,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A135,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[2070,"4-lane, divided expressway; two-way stop controlled","Intersection geometry","Install J-Turn intersection","J turn","Suburban",1,72.02,0.28000000000000003,{"$f":"VLOOKUP(A136,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A136,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[2121,"intersections with yield control, with traffic lights, and an old-style rotary","Intersection geometry","Install turbo roundabout","turbo RAB","",2,76.099999999999994,0.23899999999999999,{"$f":"VLOOKUP(A137,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A137,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2122,"intersections with yield control","Intersection geometry","Install single lane roundabout","SL RAB","",2,78.7,0.21299999999999999,{"$f":"VLOOKUP(A138,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A138,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2123,"intersections with yield control","Intersection geometry","Install single lane roundabout","SL RAB","",2,68.099999999999994,0.31900000000000001,{"$f":"VLOOKUP(A139,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A139,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2219,"","Access management","Install raised median","LT lane","Urban",3,70.77,0.28999999999999998,{"$f":"VLOOKUP(A140,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A140,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2337,"","Roadway","Install TWLTL (two-way left turn lane) on two lane road","TWLTL","All",4,22.5,0.77500000000000002,{"$f":"VLOOKUP(A141,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A141,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2338,"","Roadway","Install TWLTL (two-way left turn lane) on two lane road","TWLTL","All",4,31.4,0.68600000000000005,{"$f":"VLOOKUP(A142,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A142,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2339,"","Roadway","Install TWLTL (two-way left turn lane) on two lane road","TWLTL","All",3,12.6,0.874,{"$f":"VLOOKUP(A143,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A143,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2340,"","Roadway","Install TWLTL (two-way left turn lane) on two lane road","TWLTL","All",4,15.7,0.84299999999999997,{"$f":"VLOOKUP(A144,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A144,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2341,"","Roadway","Install TWLTL (two-way left turn lane) on two lane road","TWLTL","All",5,20.3,0.79700000000000004,{"$f":"VLOOKUP(A145,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A145,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2342,"","Roadway","Install TWLTL (two-way left turn lane) on two lane road","TWLTL","All",4,37.1,0.629,{"$f":"VLOOKUP(A146,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A146,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[2343,"","Roadway","Install TWLTL (two-way left turn lane) on two lane road","TWLTL","All",4,27.5,0.72499999999999998,{"$f":"VLOOKUP(A147,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A147,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[2344,"","Roadway","Install TWLTL (two-way left turn lane) on two lane road","TWLTL","All",3,53.1,0.46899999999999997,{"$f":"VLOOKUP(A148,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A148,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[2345,"","Roadway","Install TWLTL (two-way left turn lane) on two lane road","TWLTL","All",4,-1.9,1.0189999999999999,{"$f":"VLOOKUP(A149,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A149,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[2346,"","Roadway","Install TWLTL (two-way left turn lane) on two lane road","TWLTL","All",5,26.1,0.73899999999999999,{"$f":"VLOOKUP(A150,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A150,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[2352,"","Roadway","Install TWLTL (two-way left turn lane) on two lane road","TWLTL","Rural",4,51.2,0.48799999999999999,{"$f":"VLOOKUP(A151,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A151,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2353,"","Roadway","Install TWLTL (two-way left turn lane) on two lane road","TWLTL","Urban",3,3.8,0.96199999999999997,{"$f":"VLOOKUP(A152,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A152,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2354,"","Roadway","Install TWLTL (two-way left turn lane) on two lane road","TWLTL","Rural",4,50.8,0.49199999999999999,{"$f":"VLOOKUP(A153,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A153,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2355,"","Roadway","Install TWLTL (two-way left turn lane) on two lane road","TWLTL","Urban",3,-2.8,1.028,{"$f":"VLOOKUP(A154,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A154,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2356,"","Roadway","Install TWLTL (two-way left turn lane) on two lane road","TWLTL","Rural",3,16.7,0.83299999999999996,{"$f":"VLOOKUP(A155,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A155,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2357,"","Roadway","Install TWLTL (two-way left turn lane) on two lane road","TWLTL","Urban",3,9.4,0.90600000000000003,{"$f":"VLOOKUP(A156,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A156,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2358,"","Roadway","Install TWLTL (two-way left turn lane) on two lane road","TWLTL","Rural",4,27.3,0.72699999999999998,{"$f":"VLOOKUP(A157,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A157,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2359,"","Roadway","Install TWLTL (two-way left turn lane) on two lane road","TWLTL","Urban",4,-5,1.05,{"$f":"VLOOKUP(A158,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A158,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2554,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",4,36,0.64,{"$f":"VLOOKUP(A159,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A159,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2555,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",3,21,0.79,{"$f":"VLOOKUP(A160,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A160,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2556,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",4,39,0.61,{"$f":"VLOOKUP(A161,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A161,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2557,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",3,75,0.25,{"$f":"VLOOKUP(A162,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A162,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2558,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",3,48,0.52,{"$f":"VLOOKUP(A163,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A163,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2559,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",3,41,0.59,{"$f":"VLOOKUP(A164,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A164,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2560,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",3,34,0.66,{"$f":"VLOOKUP(A165,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A165,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2561,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",2,28,0.72,{"$f":"VLOOKUP(A166,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A166,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2562,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",3,55,0.45,{"$f":"VLOOKUP(A167,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A167,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2563,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",4,38,0.62,{"$f":"VLOOKUP(A168,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A168,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2564,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",2,29,0.71,{"$f":"VLOOKUP(A169,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A169,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2565,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",3,24,0.76,{"$f":"VLOOKUP(A170,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A170,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2593,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",3,50,0.5,{"$f":"VLOOKUP(A171,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A171,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2594,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",3,35,0.65,{"$f":"VLOOKUP(A172,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A172,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2595,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",3,52,0.48,{"$f":"VLOOKUP(A173,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A173,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2596,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",3,86,0.14000000000000001,{"$f":"VLOOKUP(A174,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A174,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2597,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",4,10,0.9,{"$f":"VLOOKUP(A175,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A175,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2598,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",4,20,0.8,{"$f":"VLOOKUP(A176,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A176,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2599,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",4,13,0.87,{"$f":"VLOOKUP(A177,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A177,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2600,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",3,0,1,{"$f":"VLOOKUP(A178,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A178,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2601,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",3,1,0.99,{"$f":"VLOOKUP(A179,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A179,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2602,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",4,11,0.89,{"$f":"VLOOKUP(A180,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A180,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2603,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",4,18,0.82,{"$f":"VLOOKUP(A181,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A181,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2604,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",3,7,0.93,{"$f":"VLOOKUP(A182,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A182,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2605,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",3,3,0.97,{"$f":"VLOOKUP(A183,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A183,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2606,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",3,8,0.92,{"$f":"VLOOKUP(A184,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A184,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2607,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",3,4,0.96,{"$f":"VLOOKUP(A185,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A185,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2608,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",3,16,0.84,{"$f":"VLOOKUP(A186,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A186,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2609,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",4,25,0.75,{"$f":"VLOOKUP(A187,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A187,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2610,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",3,-12,1.1200000000000001,{"$f":"VLOOKUP(A188,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A188,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2611,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",3,-27,1.27,{"$f":"VLOOKUP(A189,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A189,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2612,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",4,15,0.85,{"$f":"VLOOKUP(A190,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A190,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2613,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",4,20,0.8,{"$f":"VLOOKUP(A191,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A191,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2615,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",4,16,0.84,{"$f":"VLOOKUP(A192,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A192,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2616,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",3,8,0.92,{"$f":"VLOOKUP(A193,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A193,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2617,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",3,-11,1.1100000000000001,{"$f":"VLOOKUP(A194,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A194,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2618,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",3,2,0.98,{"$f":"VLOOKUP(A195,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A195,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2619,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",3,4,0.96,{"$f":"VLOOKUP(A196,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A196,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2620,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Not specified",3,-6,1.06,{"$f":"VLOOKUP(A197,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A197,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2621,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",3,8,0.92,{"$f":"VLOOKUP(A198,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A198,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2622,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",3,5,0.95,{"$f":"VLOOKUP(A199,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A199,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2623,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",4,29,0.71,{"$f":"VLOOKUP(A200,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A200,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2624,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",3,3,0.97,{"$f":"VLOOKUP(A201,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A201,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2625,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",3,1,0.99,{"$f":"VLOOKUP(A202,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A202,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2626,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",3,-6,1.06,{"$f":"VLOOKUP(A203,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A203,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2627,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",4,12,0.88,{"$f":"VLOOKUP(A204,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A204,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2628,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",4,24,0.76,{"$f":"VLOOKUP(A205,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A205,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2629,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",4,18,0.82,{"$f":"VLOOKUP(A206,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A206,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2630,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",3,0,1,{"$f":"VLOOKUP(A207,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A207,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2631,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",3,3,0.97,{"$f":"VLOOKUP(A208,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A208,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2653,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",3,13,0.87,{"$f":"VLOOKUP(A209,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A209,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2655,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",3,15,0.85,{"$f":"VLOOKUP(A210,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A210,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2656,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",3,14,0.86,{"$f":"VLOOKUP(A211,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A211,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2657,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",4,23,0.77,{"$f":"VLOOKUP(A212,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A212,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2658,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",4,19,0.81,{"$f":"VLOOKUP(A213,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A213,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2659,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",4,26,0.74,{"$f":"VLOOKUP(A214,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A214,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2660,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",2,19,0.81,{"$f":"VLOOKUP(A215,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A215,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2682,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",4,21,0.79,{"$f":"VLOOKUP(A216,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A216,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2683,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",4,21,0.79,{"$f":"VLOOKUP(A217,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A217,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2684,"yield control","Intersection traffic control","Convert from yield signal control to signalized control","signal","Urban",4,23,0.77,{"$f":"VLOOKUP(A218,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A218,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2716,"Uncontrolled neighborhood intersections","Intersection traffic control","Install two-way stop controlled intersections at uncontrolled intersections","Minor Stop","Urban and Suburban",4,51.1,0.48899999999999999,{"$f":"VLOOKUP(A219,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A219,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2731,"4-legged, skewed intersection","Intersection geometry","Convert four-leg intersection into two three-leg intersections","4leg to 3 leg","Rural",1,53,0.47,{"$f":"VLOOKUP(A220,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A220,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2732,"4-legged, skewed intersection","Intersection geometry","Convert four-leg intersection into two three-leg intersections","4leg to 3 leg","Rural",1,72,0.28000000000000003,{"$f":"VLOOKUP(A221,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A221,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury)"}]
[2738,"4-legged","Intersection geometry","Convert four-leg intersection into two three-leg intersections","4leg to 3 leg","Rural",1,60,0.4,{"$f":"VLOOKUP(A222,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A222,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[2764,"","Intersection geometry","Install offset right turn lane","RT lane","Rural",1,-2,1.02,{"$f":"VLOOKUP(A223,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A223,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2765,"","Intersection geometry","Install offset right turn lane","RT lane","Rural",1,-178,2.78,{"$f":"VLOOKUP(A224,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A224,Clearinghouse!A:I,9,FALSE)","v":"K (fatal)"}]
[2766,"","Intersection geometry","Install offset right turn lane","RT lane","Rural",1,30,0.7,{"$f":"VLOOKUP(A225,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A225,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[2767,"","Intersection geometry","Install offset right turn lane","RT lane","Rural",1,-39,1.39,{"$f":"VLOOKUP(A226,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A226,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[2774,"","Intersection geometry","Install offset right turn lane","RT lane","Rural",1,6.15,0.94,{"$f":"VLOOKUP(A227,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A227,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2775,"","Intersection geometry","Install offset right turn lane","RT lane","Rural",1,-41,1.41,{"$f":"VLOOKUP(A228,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A228,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[2776,"","Intersection geometry","Install offset right turn lane","RT lane","Rural",1,53,0.47,{"$f":"VLOOKUP(A229,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A229,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[2790,"","Intersection geometry","Install positive offset left turn lanes","LT lane","Rural",2,50,0.5,{"$f":"VLOOKUP(A230,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A230,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2791,"","Intersection geometry","Install positive offset left turn lanes","LT lane","Rural",2,84,0.16,{"$f":"VLOOKUP(A231,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A231,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[2792,"","Intersection geometry","Install positive offset left turn lanes","LT lane","Rural",1,-57,1.57,{"$f":"VLOOKUP(A232,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A232,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[2796,"","Intersection geometry","Install positive offset left turn lanes","LT lane","Rural",1,-162,2.62,{"$f":"VLOOKUP(A233,Clearinghouse!A:H,8,FALSE)","v":"Not specified"},{"$f":"VLOOKUP(A233,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2797,"","Intersection geometry","Install positive offset left turn lanes","LT lane","Rural",1,33,0.67,{"$f":"VLOOKUP(A234,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A234,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2798,"","Intersection geometry","Install positive offset left turn lanes","LT lane","Rural",1,100,0,{"$f":"VLOOKUP(A235,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A235,Clearinghouse!A:I,9,FALSE)","v":"K (fatal)"}]
[2799,"","Intersection geometry","Install positive offset left turn lanes","LT lane","Rural",2,65,0.35,{"$f":"VLOOKUP(A236,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A236,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[2800,"","Intersection geometry","Install positive offset left turn lanes","LT lane","Rural",1,-65,1.65,{"$f":"VLOOKUP(A237,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A237,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[2804,"","Intersection geometry","Install positive offset left turn lanes","LT lane","Rural",1,17,0.83,{"$f":"VLOOKUP(A238,Clearinghouse!A:H,8,FALSE)","v":"Not specified"},{"$f":"VLOOKUP(A238,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2952,"","Intersection geometry","Install uncontrolled left-turn lane on major road of a 4-leg signalized intersection (motorcycle crashes)","LT lane","Urban",3,-23,1.23,{"$f":"VLOOKUP(A239,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A239,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2958,"","Intersection geometry","Install uncontrolled left-turn lane on major road of a signalized T intersection (motorcycle crashes)","LT lane","Urban",3,-40,1.4,{"$f":"VLOOKUP(A240,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A240,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2959,"","Intersection geometry","Install right-turn lanes on major road of a signalized T intersection (motorcycle crashes)","RT lane","Urban",3,-150,2.5,{"$f":"VLOOKUP(A241,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A241,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2962,"","Intersection geometry","Install right-turn lane on minor road of a signalized T intersection (motorcycle crashes)","RT lane","Urban",3,-60,1.6,{"$f":"VLOOKUP(A242,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A242,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2967,"neither approach of the major road of a 3-leg unsignalized intersection has a right-turn lane","Intersection geometry","Provide a right-turn lane on one major-road approach","RT lane","Not specified",3,20,0.8,{"$f":"VLOOKUP(A243,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A243,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2968,"neither approach of the major road of a 3-leg unsignalized intersection has a left-turn lane","Intersection geometry","Provide a left-turn lane on one major-road approach","LT lane","Not specified",3,39,0.61,{"$f":"VLOOKUP(A244,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A244,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2969,"neither approach of the major road of a 3-leg unsignalized intersection has a right-turn lane","Intersection geometry","Installation of left-turn lanes on both major road approaches","LT lanes both","Not specified",3,2,0.98,{"$f":"VLOOKUP(A245,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A245,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2970,"Stop sign present on one minor approach to an unsignalized 4-leg intersection","Intersection traffic control","Install a stop sign on both minor approaches of an unsignalized intersection","minor stop","Not specified",3,-40,1.4,{"$f":"VLOOKUP(A246,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A246,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2971,"Neither major approach to a 4-leg unsignalized intersection has a right-turn lane","Intersection geometry","Provide a right-turn lane on one major-road approach","RT lane","Not specified",3,25,0.75,{"$f":"VLOOKUP(A247,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A247,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[2999,"unsignalized 3-leg intersection with an undivided median on the major approach","Access management","Install median on the minor approach of an unsignalized 3-leg intersection","median","All",3,18,0.82,{"$f":"VLOOKUP(A248,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A248,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[3005,"unsignalized 3-leg intersection with an open median on the major approach","Access management","Add Two-Way-Left-Turn-Lane (TWLTL) to the major approach of an unsignalized 3-leg intersection","TWLTL","All",3,31,0.69,{"$f":"VLOOKUP(A249,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A249,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[3008,"unsignalized 3-leg intersection with no left-turn lane on the major approach","Intersection geometry","Install one left-turn lane on both major road directions","LT lanes both","All",3,-36,1.36,{"$f":"VLOOKUP(A250,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A250,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[3009,"unsignalized 3-leg intersection with no right-turn lanes on the major approach","Intersection geometry","Provide a right-turn lane on one major-road approach","RT lane","All",3,17,0.83,{"$f":"VLOOKUP(A251,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A251,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[3010,"unsignalized 3-leg intersection with no left-turn lane on the minor approach","Intersection geometry","Install one left-turn lane on the minor approach of an unsignalized 3-leg intersection","LT lane","All",3,25,0.75,{"$f":"VLOOKUP(A252,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A252,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[3016,"unsignalized 4-leg intersection with no stop signs on the minor road","Intersection traffic control","Install a stop sign on both minor approaches of an unsignalized intersection","minor stop","All",3,22,0.78,{"$f":"VLOOKUP(A253,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A253,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[3017,"unsignalized 4-leg intersection with no two-way left-turn lane on major road","Access management","Add Two-Way-Left-Turn-Lane (TWLTL) to the major approach of an unsignalized 4-leg intersection","TWLTL","All",3,34,0.66,{"$f":"VLOOKUP(A254,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A254,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[3018,"unsignalized 4-leg intersection with no left-turn lanes on major road","Intersection geometry","Installation of left-turn lanes on both major road approaches","LT lanes both","All",3,27,0.73,{"$f":"VLOOKUP(A255,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A255,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[3034,"no raised median","Access management","Install raised median","median","",4,39,0.61,{"$f":"VLOOKUP(A256,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A256,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[3035,"no raised median","Access management","Install raised median","median","",4,44,0.56000000000000005,{"$f":"VLOOKUP(A257,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A257,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury)"}]
[3052,"Undivided","Interchange design","Divided vs. undivided cross road at diamond interchange ramps","Diamond Int","",3,47.2,0.53,{"$f":"VLOOKUP(A258,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A258,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[3127,"Two-way stop sign control with and without flashing beacons.","Intersection traffic control","Convert minor-road stop control to all-way stop control","Allway stop","All",4,68.099999999999994,0.31900000000000001,{"$f":"VLOOKUP(A259,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A259,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[3128,"Two-way stop sign control with and without flashing beacons.","Intersection traffic control","Convert minor-road stop control to all-way stop control","Allway stop","All",4,77,0.23,{"$f":"VLOOKUP(A260,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A260,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[3852,"Diamond interchange","Interchange design","Convert diamond interchange to Diverging Diamond Interchange (DDI) or Double Crossover Diamond (DCD)","Diamond to DDI/DCD","Urban",2,46,0.54,{"$f":"VLOOKUP(A261,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A261,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[3854,"Diamond interchange","Interchange design","Convert diamond interchange to Diverging Diamond Interchange (DDI) or Double Crossover Diamond (DCD)","Diamond to DDI/DCD","Urban",2,72,0.28000000000000003,{"$f":"VLOOKUP(A262,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A262,Clearinghouse!A:I,9,FALSE)","v":"B (minor injury)"}]
[3855,"Diamond interchange","Interchange design","Convert diamond interchange to Diverging Diamond Interchange (DDI) or Double Crossover Diamond (DCD)","Diamond to DDI/DCD","Urban",2,37,0.63,{"$f":"VLOOKUP(A263,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A263,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[3858,"Diamond interchange","Interchange design","Convert diamond interchange to Diverging Diamond Interchange (DDI) or Double Crossover Diamond (DCD)","Diamond to DDI/DCD","Urban",2,19,0.81,{"$f":"VLOOKUP(A264,Clearinghouse!A:H,8,FALSE)","v":"Not specified"},{"$f":"VLOOKUP(A264,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[3935,"Unknown","Access management","Install raised median","median","Urban",3,14,0.86,{"$f":"VLOOKUP(A265,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A265,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[3948,"Unknown","Intersection geometry","Install left-turn lane ","LT lane","Urban",3,21,0.79,{"$f":"VLOOKUP(A266,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A266,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[3950,"Unknown","Intersection geometry","Install left-turn lane ","LT lane","Urban",3,20,0.8,{"$f":"VLOOKUP(A267,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A267,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[4184,"signalized intersection","Intersection geometry","Convert signalized intersection to modern roundabout","signal to Modern RAB","Urban and Suburban",4,21,0.79,{"$f":"VLOOKUP(A268,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A268,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[4185,"signalized intersection","Intersection geometry","Convert signalized intersection to modern roundabout","signal to Modern RAB","Urban and Suburban",4,66,0.34,{"$f":"VLOOKUP(A269,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A269,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[4186,"signalized intersection","Intersection geometry","Convert signalized intersection to modern roundabout","signal to Modern RAB","Suburban",4,42,0.57999999999999996,{"$f":"VLOOKUP(A270,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A270,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[4187,"signalized intersection","Intersection geometry","Convert signalized intersection to modern roundabout","signal to Modern RAB","Suburban",4,74,0.26,{"$f":"VLOOKUP(A271,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A271,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[4188,"signalized intersection","Intersection geometry","Convert signalized intersection to modern roundabout","signal to Modern RAB","Urban",4,-15,1.1499999999999999,{"$f":"VLOOKUP(A272,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A272,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[4189,"signalized intersection","Intersection geometry","Convert signalized intersection to modern roundabout","signal to Modern RAB","Urban",4,55,0.45,{"$f":"VLOOKUP(A273,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A273,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[4190,"Signalized intersection (3 leg)","Intersection geometry","Convert signalized intersection to modern roundabout","signal to Modern RAB","Urban and Suburban",3,-7,1.07,{"$f":"VLOOKUP(A274,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A274,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[4191,"Signalized intersection (3 leg)","Intersection geometry","Convert signalized intersection to modern roundabout","signal to Modern RAB","Urban and Suburban",3,63,0.37,{"$f":"VLOOKUP(A275,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A275,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[4192,"Signalized intersection (4 leg)","Intersection geometry","Convert signalized intersection to modern roundabout","signal to Modern RAB","Urban and Suburban",4,24,0.76,{"$f":"VLOOKUP(A276,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A276,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[4193,"Signalize intersection (4 leg)","Intersection geometry","Convert signalized intersection to modern roundabout","signal to Modern RAB","Urban and Suburban",4,66,0.34,{"$f":"VLOOKUP(A277,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A277,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[4194,"signalized intersection","Intersection geometry","Conversion of signalized intersection into single- or multi-lane roundabout","signalized int to RAB","Urban and Suburban",4,19,0.81,{"$f":"VLOOKUP(A278,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A278,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[4195,"signalized intersection","Intersection geometry","Conversion of signalized intersection into single- or multi-lane roundabout","signalized int to RAB","Urban and Suburban",4,71,0.28999999999999998,{"$f":"VLOOKUP(A279,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A279,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[4196,"signalized intersection","Intersection geometry","Conversion of signalized intersection into single- or multi-lane roundabout","signalized int to RAB","Urban and Suburban",4,26,0.74,{"$f":"VLOOKUP(A280,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A280,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[4197,"signalized intersection","Intersection geometry","Conversion of signalized intersection into single- or multi-lane roundabout","signalized int to RAB","Urban and Suburban",3,55,0.45,{"$f":"VLOOKUP(A281,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A281,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[4224,"Four-leg signalized intersection at interchange ramp terminal converted to a four-leg, one-lane, non-circular “eye drop” roundabout.","Intersection geometry","Convert signalized intersection to modern roundabout","signal to Modern RAB","Rural",3,37.5,0.625,{"$f":"VLOOKUP(A282,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A282,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[4225,"Four-leg signalized intersection at interchange ramp terminal converted to a four-leg, one-lane, non-circular “eye drop” roundabout","Intersection geometry","Convert signalized intersection to modern roundabout","signal to Modern RAB","Rural",3,60,0.4,{"$f":"VLOOKUP(A283,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A283,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[4252,"signalized intersection","Intersection geometry","Convert signalized intersection to modern roundabout","signal to Modern RAB","Urban and Suburban",4,20.8,0.79200000000000004,{"$f":"VLOOKUP(A284,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A284,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[4253,"signalized intersection","Intersection geometry","Convert signalized intersection to modern roundabout","signal to Modern RAB","Urban and Suburban",4,65.8,0.34200000000000003,{"$f":"VLOOKUP(A285,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A285,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[4254,"signalized intersection","Intersection geometry","Convert signalized intersection to modern roundabout","signal to Modern RAB","Urban and Suburban",4,19.100000000000001,0.80900000000000005,{"$f":"VLOOKUP(A286,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A286,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[4255,"signalized intersection","Intersection geometry","Convert signalized intersection to modern roundabout","signal to Modern RAB","Urban and Suburban",4,71.2,0.28799999999999998,{"$f":"VLOOKUP(A287,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A287,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[4256,"signalized intersection","Intersection geometry","Convert signalized intersection to modern roundabout","signal to Modern RAB","Urban and Suburban",3,26.5,0.73499999999999999,{"$f":"VLOOKUP(A288,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A288,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[4257,"signalized intersection","Intersection geometry","Convert signalized intersection to modern roundabout","signal to Modern RAB","Urban and Suburban",3,54.9,0.45100000000000001,{"$f":"VLOOKUP(A289,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A289,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[4258,"signalized intersection","Intersection geometry","Convert signalized intersection to modern roundabout","signal to Modern RAB","Suburban",4,42.4,0.57599999999999996,{"$f":"VLOOKUP(A290,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A290,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[4259,"signalized intersection","Intersection geometry","Convert signalized intersection to modern roundabout","signal to Modern RAB","Suburban",4,74.099999999999994,0.25900000000000001,{"$f":"VLOOKUP(A291,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A291,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[4260,"signalized intersection","Intersection geometry","Convert signalized intersection to modern roundabout","signal to Modern RAB","Urban",3,-15,1.1499999999999999,{"$f":"VLOOKUP(A292,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A292,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[4261,"signalized intersection","Intersection geometry","Convert signalized intersection to modern roundabout","signal to Modern RAB","Urban",4,55.5,0.44500000000000001,{"$f":"VLOOKUP(A293,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A293,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[4262,"signalized intersection","Intersection geometry","Convert signalized intersection to modern roundabout","signal to Modern RAB","Urban and Suburban",3,-6.6,1.0660000000000001,{"$f":"VLOOKUP(A294,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A294,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[4263,"signalized intersection","Intersection geometry","Convert signalized intersection to modern roundabout","signal to Modern RAB","Urban and Suburban",3,63,0.37,{"$f":"VLOOKUP(A295,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A295,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[4264,"signalized intersection","Intersection geometry","Convert signalized intersection to modern roundabout","signal to Modern RAB","Urban and Suburban",4,24.1,0.75900000000000001,{"$f":"VLOOKUP(A296,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A296,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[4265,"signalized intersection","Intersection geometry","Convert signalized intersection to modern roundabout","signal to Modern RAB","Urban and Suburban",3,66.2,0.33800000000000002,{"$f":"VLOOKUP(A297,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A297,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[4643,"Three-leg intersection without left-turn lanes","Intersection geometry","Provide a left-turn lane on one major-road approach","LT lane","Rural","Cannot be rated (HSM)",15,0.85,{"$f":"VLOOKUP(A298,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A298,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[4644,"Three-leg intersection without left-turn lanes","Intersection geometry","Provide a left-turn lane on one major-road approach","LT lane","Urban","Cannot be rated (HSM)",7,0.93,{"$f":"VLOOKUP(A299,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A299,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[4645,"Three-leg intersection without left-turn lane","Intersection geometry","Provide a left-turn lane on one major-road approach","LT lane","Urban","Cannot be rated (HSM)",6,0.94,{"$f":"VLOOKUP(A300,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A300,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[4646,"Three-leg intersection without left-turn lane","Intersection geometry","Provide a left-turn lane on one major-road approach","LT lane","Urban","Cannot be rated (HSM)",35,0.65,{"$f":"VLOOKUP(A301,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A301,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[4647,"Four-leg intersection without left-turn lanes","Intersection geometry","Provide a left-turn lane on one major-road approach","LT lane","Rural","Cannot be rated (HSM)",18,0.82,{"$f":"VLOOKUP(A302,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A302,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[4648,"Four-leg intersection without a left-turn lane","Intersection geometry","Installation of left-turn lanes on both major road approaches","LT lanes both","","Cannot be rated (HSM)",33,0.67,{"$f":"VLOOKUP(A303,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A303,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[4649,"Intersection without right-turn lanes on major-road approaches","Intersection geometry","Provide a right-turn lane on both major-road approaches","RT lanes both","All","Cannot be rated (HSM)",41,0.59,{"$f":"VLOOKUP(A304,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A304,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[4650,"Intersection without right-turn lanes on major-road approaches","Intersection geometry","Provide a right-turn lane on both major-road approaches","RT lanes both","All","Cannot be rated (HSM)",17,0.83,{"$f":"VLOOKUP(A305,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A305,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[4695,"Stop controlled intersection (3 or 4 leg)","Intersection geometry","Convert high-speed rural intersection to roundabout","RAB","Rural",4,67,0.33,{"$f":"VLOOKUP(A306,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A306,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[4696,"Stop controlled intersection (3 or 4 leg)","Intersection geometry","Convert high-speed rural intersection to roundabout","RAB","Rural",4,87,0.13,{"$f":"VLOOKUP(A307,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A307,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[4697,"4 leg intersection","Intersection geometry","Convert high-speed rural intersection (4 leg) to roundabout","RAB","Rural",4,68,0.32,{"$f":"VLOOKUP(A308,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A308,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[4698,"4 leg intersection","Intersection geometry","Convert high-speed rural intersection (4 leg) to roundabout","RAB","Rural",4,88,0.12,{"$f":"VLOOKUP(A309,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A309,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[4699,"4 leg intersection","Intersection geometry","Convert high-speed rural intersection (4 leg) to roundabout","RAB","Rural",4,74,0.26,{"$f":"VLOOKUP(A310,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A310,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[4700,"4 leg intersection","Intersection geometry","Convert high-speed rural intersection (4 leg) to roundabout","RAB","Rural",4,89,0.11,{"$f":"VLOOKUP(A311,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A311,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[4701,"4 leg intersection","Intersection geometry","Convert high-speed rural intersection (4 leg) to roundabout","RAB","Rural",3,-41,1.41,{"$f":"VLOOKUP(A312,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A312,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[4702,"4 leg intersection","Intersection geometry","Convert high-speed rural intersection (4 leg) to roundabout","RAB","Rural",3,60,0.4,{"$f":"VLOOKUP(A313,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A313,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[4703,"3 leg intersection","Intersection geometry","Convert high-speed rural intersection (3 leg) to roundabout","RAB","Rural",3,26,0.74,{"$f":"VLOOKUP(A314,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A314,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[4704,"3 leg intersection","Intersection geometry","Convert high-speed rural intersection (3 leg) to roundabout","RAB","Rural",3,72,0.28000000000000003,{"$f":"VLOOKUP(A315,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A315,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[4735,"conventional unsignalized intersection","Intersection geometry","Convert a conventional unsignalized intersection to an unsignalized superstreet","RCUT","Rural",3,15,0.85,{"$f":"VLOOKUP(A316,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A316,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[4883,"conventional unsignalized intersection","Intersection geometry","Convert a conventional unsignalized intersection to an unsignalized superstreet","RCUT","Rural",3,46,0.54,{"$f":"VLOOKUP(A317,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A317,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[4884,"conventional unsignalized intersection","Intersection geometry","Convert a conventional unsignalized intersection to an unsignalized superstreet","RCUT","Rural",3,63,0.37,{"$f":"VLOOKUP(A318,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A318,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[5186,"Absence of TWLTL; driveway density greater than or equal to five driveways per mile.","Roadway","Install TWLTL (two-way left turn lane) on two lane road","TWLTL","Rural","Cannot be rated (HSM)","","http://www.cmfclearinghouse.org/functionimages/297 TWLTL.bmp",{"$f":"VLOOKUP(A319,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A319,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[5227,"The intersection was operating under no control,\r\nyield, TWSC, AWSC, or signal control.","Intersection geometry","Conversion of intersection into low-speed roundabout","Low-speed RAB","All",4,-9.94,1.099,{"$f":"VLOOKUP(A320,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A320,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[5228,"The intersection was operating under no control,\r\nyield, TWSC, AWSC, or signal control.","Intersection geometry","Conversion of intersection into low-speed roundabout","Low-speed RAB","All",4,52.73,0.47299999999999998,{"$f":"VLOOKUP(A321,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A321,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[5523,"signalized intersection","Intersection geometry","Conversion of signalized intersection into single- or multi-lane roundabout","signalized int to RAB","Not specified",4,-92,1.92,{"$f":"VLOOKUP(A322,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A322,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[5524,"signalized intersection","Intersection geometry","Conversion of signalized intersection into single- or multi-lane roundabout","signalized int to RAB","Not specified",2,-16,1.1599999999999999,{"$f":"VLOOKUP(A323,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A323,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[5525,"Stop controlled intersection","Intersection traffic control","Install a traffic signal","signal","Not specified",4,34.4,0.65600000000000003,{"$f":"VLOOKUP(A324,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A324,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[5526,"Stop controlled intersection","Intersection traffic control","Install a traffic signal","signal","Not specified",3,39.6,0.60399999999999998,{"$f":"VLOOKUP(A325,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A325,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[5527,"Stop controlled intersection","Intersection traffic control","Install a traffic signal","signal","Not specified",3,49.8,0.502,{"$f":"VLOOKUP(A326,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A326,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[5528,"Stop controlled intersection","Intersection traffic control","Install a traffic signal","signal","Not specified",3,59.8,0.40200000000000002,{"$f":"VLOOKUP(A327,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A327,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[5529,"Stop controlled intersection","Intersection traffic control","Install a traffic signal","signal","Not specified",4,-11.9,1.119,{"$f":"VLOOKUP(A328,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A328,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[5530,"Stop controlled intersection","Intersection traffic control","Install a traffic signal","signal","Not specified",3,-18.399999999999999,1.1839999999999999,{"$f":"VLOOKUP(A329,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A329,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[5531,"Stop controlled intersection","Intersection traffic control","Install a traffic signal","signal","Not specified",4,24,0.76,{"$f":"VLOOKUP(A330,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A330,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[5532,"Stop controlled intersection","Intersection traffic control","Install a traffic signal","signal","Not specified",3,20.9,0.79100000000000004,{"$f":"VLOOKUP(A331,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A331,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[5533,"Stop controlled intersection","Intersection traffic control","Install a traffic signal","signal","Not specified",4,23.2,0.76800000000000002,{"$f":"VLOOKUP(A332,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A332,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[5534,"Stop controlled intersection","Intersection traffic control","Install a traffic signal","signal","Not specified",4,31.6,0.68400000000000005,{"$f":"VLOOKUP(A333,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A333,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[5555,"Two way stop controlled intersection","Intersection geometry","Install J-Turn intersection","J turn","Rural",4,34.799999999999997,0.65200000000000002,{"$f":"VLOOKUP(A334,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A334,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[5556,"Two way stop controlled intersection","Intersection geometry","Install J-Turn intersection","J turn","Rural",3,53.7,0.46300000000000002,{"$f":"VLOOKUP(A335,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A335,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[5557,"Two way stop controlled intersection","Intersection geometry","Install J-Turn intersection","J turn","Rural",2,43,0.56999999999999995,{"$f":"VLOOKUP(A336,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A336,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[5558,"Two way stop controlled intersection","Intersection geometry","Install J-Turn intersection","J turn","Rural",1,50,0.5,{"$f":"VLOOKUP(A337,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A337,Clearinghouse!A:I,9,FALSE)","v":"B (minor injury)"}]
[5559,"Two way stop controlled intersection","Intersection geometry","Install J-Turn intersection","J turn","Rural",2,86,0.14000000000000001,{"$f":"VLOOKUP(A338,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A338,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury)"}]
[5560,"Two way stop controlled intersection","Intersection geometry","Install J-Turn intersection","J turn","Rural",2,100,0,{"$f":"VLOOKUP(A339,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A339,Clearinghouse!A:I,9,FALSE)","v":"K (fatal)"}]
[5563,"Two way stop controlled intersection","Intersection geometry","Install J-Turn intersection","J turn","Rural",1,58.8,0.41199999999999998,{"$f":"VLOOKUP(A340,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A340,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[5567,"Intersections were unsignalized","Intersection traffic control","Install a traffic signal","signal","Not specified",2,-36,1.36,{"$f":"VLOOKUP(A341,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A341,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[5572,"Intersections were unsignalized","Intersection traffic control","Install a traffic signal","signal","Not specified",2,-43,1.43,{"$f":"VLOOKUP(A342,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A342,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[5573,"Intersections were unsignalized","Intersection traffic control","Install a traffic signal","signal","Not specified",2,-15,1.1499999999999999,{"$f":"VLOOKUP(A343,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A343,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[5574,"Intersections were unsignalized","Intersection traffic control","Install a traffic signal","signal","Not specified",2,-10,1.1000000000000001,{"$f":"VLOOKUP(A344,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A344,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[5575,"Intersections were unsignalized","Intersection traffic control","Install a traffic signal","signal","Not specified",2,-63,1.63,{"$f":"VLOOKUP(A345,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A345,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[5576,"Intersections were unsignalized","Intersection traffic control","Install a traffic signal","signal","Not specified",2,-42,1.42,{"$f":"VLOOKUP(A346,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A346,Clearinghouse!A:I,9,FALSE)","v":""}]
[5581,"Intersections were unsignalized","Intersection traffic control","Install a traffic signal","signal","Not specified",2,-52,1.52,{"$f":"VLOOKUP(A347,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A347,Clearinghouse!A:I,9,FALSE)","v":""}]
[5582,"Intersections were unsignalized","Intersection traffic control","Install a traffic signal","signal","Not specified",2,-16,1.1599999999999999,{"$f":"VLOOKUP(A348,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A348,Clearinghouse!A:I,9,FALSE)","v":""}]
[5583,"Intersections were unsignalized","Intersection traffic control","Install a traffic signal","signal","Not specified",2,-14,1.1399999999999999,{"$f":"VLOOKUP(A349,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A349,Clearinghouse!A:I,9,FALSE)","v":""}]
[5584,"Intersections were unsignalized","Intersection traffic control","Install a traffic signal","signal","Not specified",2,-71,1.71,{"$f":"VLOOKUP(A350,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A350,Clearinghouse!A:I,9,FALSE)","v":""}]
[5585,"Intersections were unsignalized","Intersection traffic control","Install a traffic signal","signal","Not specified",2,44,0.56000000000000005,{"$f":"VLOOKUP(A351,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A351,Clearinghouse!A:I,9,FALSE)","v":""}]
[5590,"Intersections were unsignalized","Intersection traffic control","Install a traffic signal","signal","Not specified",2,50,0.5,{"$f":"VLOOKUP(A352,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A352,Clearinghouse!A:I,9,FALSE)","v":""}]
[5591,"Intersections were unsignalized","Intersection traffic control","Install a traffic signal","signal","Not specified",2,6,0.94,{"$f":"VLOOKUP(A353,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A353,Clearinghouse!A:I,9,FALSE)","v":""}]
[5593,"Intersections were unsignalized","Intersection traffic control","Install a traffic signal","signal","Not specified",2,38,0.62,{"$f":"VLOOKUP(A354,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A354,Clearinghouse!A:I,9,FALSE)","v":""}]
[5594,"Intersections were unsignalized","Intersection traffic control","Install a traffic signal","signal","Not specified",2,42,0.57999999999999996,{"$f":"VLOOKUP(A355,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A355,Clearinghouse!A:I,9,FALSE)","v":""}]
[6158,"four-leg intersection with stop control on minor","Intersection geometry","Conversion of stop-controlled intersection into multi-lane roundabout","stop to ML RAB","Not specified",2,-107.3,2.073,{"$f":"VLOOKUP(A356,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A356,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[6159,"four-leg intersection with stop control on minor","Intersection geometry","Conversion of stop-controlled intersection into multi-lane roundabout","stop to ML RAB","Not specified",2,99.6,4.0000000000000001E-3,{"$f":"VLOOKUP(A357,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A357,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[6160,"four-leg intersection with stop control on minor","Intersection geometry","Conversion of stop-controlled intersection into multi-lane roundabout","stop to ML RAB","Not specified",2,-501.6,6.016,{"$f":"VLOOKUP(A358,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A358,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[6161,"Four-leg signalized intersection with left-turn lane on major route","Intersection geometry","Conversion of signalized intersection into single- or multi-lane roundabout","signalized int to RAB","Not specified",2,-3.5,1.0349999999999999,{"$f":"VLOOKUP(A359,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A359,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[6162,"Four-leg signalized intersection with left-turn lane on major route","Intersection geometry","Conversion of signalized intersection into single- or multi-lane roundabout","signalized int to RAB","Not specified",2,34.1,0.65900000000000003,{"$f":"VLOOKUP(A360,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A360,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[6163,"Four-leg signalized intersection with left-turn lane on major route","Intersection geometry","Conversion of signalized intersection into single- or multi-lane roundabout","signalized int to RAB","Not specified",2,-13.2,1.1319999999999999,{"$f":"VLOOKUP(A361,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A361,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[6396,"","Intersection geometry","Conversion of signalized intersection into single- or multi-lane roundabout","signalized int to RAB","All",3,28,0.72,{"$f":"VLOOKUP(A362,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A362,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[6397,"","Intersection geometry","Convert unsignalized intersection to roundabout","RAB","All",3,13,0.87,{"$f":"VLOOKUP(A363,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A363,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[6398,"","Intersection traffic control","Install a traffic signal","signal","All",4,35,0.65,{"$f":"VLOOKUP(A364,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A364,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[7732,"Two-lane undivided roadways","Roadway","Add a through lane on both directions and a raised median","lanes+median","Urban",3,68,0.32,{"$f":"VLOOKUP(A365,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A365,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[7733,"Two-lane undivided roadways","Roadway","Add a through lane on both directions and a raised median","lanes+median","Urban",3,67,0.33,{"$f":"VLOOKUP(A366,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A366,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[7734,"Two-lane undivided roadways","Roadway","Add a through lane on both directions and a raised median","lanes+median","Rural",3,29,0.71,{"$f":"VLOOKUP(A367,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A367,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[7735,"Two-lane undivided roadways","Roadway","Add a through lane on both directions and a raised median","lanes+median","Rural",3,49,0.51,{"$f":"VLOOKUP(A368,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A368,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[7771,"Roadway with a TWLTL","Roadway","Convert a TWLTL to a raised median","median","Not specified",3,47,0.53,{"$f":"VLOOKUP(A369,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A369,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[7772,"Roadway with a TWLTL","Roadway","Convert a TWLTL to a raised median","median","Not specified",3,33,0.67,{"$f":"VLOOKUP(A370,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A370,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[7789,"Roadways without raised medians","Access management","Install raised median","median","Urban",2,19,0.81,{"$f":"VLOOKUP(A371,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A371,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[7790,"Roadways without raised medians","Access management","Install raised median","median","Urban",2,26,0.74,{"$f":"VLOOKUP(A372,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A372,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[7792,"Roadways without raised medians","Access management","Install raised median","median","Rural",2,24,0.76,{"$f":"VLOOKUP(A373,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A373,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[7793,"Roadways without raised medians","Access management","Install raised median","median","Rural",2,25,0.75,{"$f":"VLOOKUP(A374,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A374,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[7848,"Stop-Controlled Intersections","Intersection traffic control","Install a traffic signal","signal","Urban",3,39,0.61,{"$f":"VLOOKUP(A375,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A375,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[7852,"Intersections without left-turn lanes","Intersection geometry","Install left-turn lane ","LT lane","Rural",3,27,0.73,{"$f":"VLOOKUP(A376,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A376,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[7853,"Intersections without left-turn lanes","Intersection geometry","Install left-turn lane ","LT lane","Rural",2,31,0.69,{"$f":"VLOOKUP(A377,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A377,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[7854,"Intersections without left-turn lanes","Intersection geometry","Install left-turn lane ","LT lane","Rural",2,36,0.64,{"$f":"VLOOKUP(A378,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A378,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[7867,"Intersections with stop-controlled minor roads","Intersection geometry","Conversion of stop-controlled intersection to roundabout","stop to RAB","Not specified",3,62,0.38,{"$f":"VLOOKUP(A379,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A379,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[7868,"Intersections with stop-controlled minor roads","Intersection geometry","Conversion of stop-controlled intersection to roundabout","stop to RAB","Not specified",3,71,0.28999999999999998,{"$f":"VLOOKUP(A380,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A380,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[7960,"Two-lane undivided roadways","Roadway","Add a through lane on both directions and a raised median","lanes+median","Urban",3,53,0.47,{"$f":"VLOOKUP(A381,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A381,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[7961,"Two-lane undivided roadways","Roadway","Add a through lane on both directions and a raised median","lanes+median","Urban",3,48,0.52,{"$f":"VLOOKUP(A382,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A382,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[7962,"Two-lane undivided roadways","Roadway","Add a through lane on both directions and a raised median","lanes+median","Urban",3,72,0.28000000000000003,{"$f":"VLOOKUP(A383,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A383,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[7966,"Intersections with a stop sign on minor roads","Intersection traffic control","Install a traffic signal and left turn lanes","signal and LT lanes","All",4,45.9,0.54100000000000004,{"$f":"VLOOKUP(A384,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A384,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[7967,"Intersections with a stop sign on minor roads","Intersection traffic control","Install a traffic signal and left turn lanes","signal and LT lanes","All",4,43.1,0.56899999999999995,{"$f":"VLOOKUP(A385,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A385,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[7968,"Intersections with a stop sign on minor roads","Intersection traffic control","Install a traffic signal and left turn lanes","signal and LT lanes","All",4,43.9,0.56100000000000005,{"$f":"VLOOKUP(A386,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A386,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[7969,"Intersections with a stop sign on minor roads","Intersection traffic control","Install a traffic signal and left turn lanes","signal and LT lanes","All",4,53.5,0.46500000000000002,{"$f":"VLOOKUP(A387,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A387,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[7970,"Intersections with a stop sign on minor roads","Intersection traffic control","Install a traffic signal and left turn lanes","signal and LT lanes","All",4,51.6,0.48399999999999999,{"$f":"VLOOKUP(A388,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A388,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[7971,"Intersections with a stop sign on minor roads","Intersection traffic control","Install a traffic signal and left turn lanes","signal and LT lanes","All",4,52,0.48,{"$f":"VLOOKUP(A389,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A389,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[7974,"Intersections with a stop sign on minor roads","Intersection traffic control","Install a traffic signal and left turn lanes","signal and LT lanes","All",4,51.3,0.48699999999999999,{"$f":"VLOOKUP(A390,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A390,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[7975,"Intersections with a stop sign on minor roads","Intersection traffic control","Install a traffic signal and left turn lanes","signal and LT lanes","All",4,63.5,0.36499999999999999,{"$f":"VLOOKUP(A391,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A391,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[7976,"Intersections with a stop sign on minor roads","Intersection traffic control","Install a traffic signal and left turn lanes","signal and LT lanes","All",4,61.3,0.38700000000000001,{"$f":"VLOOKUP(A392,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A392,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[7978,"Intersections with a stop sign on minor roads","Intersection traffic control","Install a traffic signal and left turn lanes","signal and LT lanes","All",4,45,0.55000000000000004,{"$f":"VLOOKUP(A393,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A393,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[7979,"Intersections with a stop sign on minor roads","Intersection traffic control","Install a traffic signal and left turn lanes","signal and LT lanes","All",4,57.6,0.42399999999999999,{"$f":"VLOOKUP(A394,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A394,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[7980,"Intersections with a stop sign on minor roads","Intersection traffic control","Install a traffic signal and left turn lanes","signal and LT lanes","All",4,55.2,0.44800000000000001,{"$f":"VLOOKUP(A395,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A395,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[7981,"Intersections with a stop sign on minor roads","Intersection traffic control","Install a traffic signal","signal","All",4,28.4,0.71599999999999997,{"$f":"VLOOKUP(A396,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A396,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[7982,"Intersections with a stop sign on minor roads","Intersection traffic control","Install a traffic signal","signal","All",4,38.6,0.61399999999999999,{"$f":"VLOOKUP(A397,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A397,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[7983,"Intersections with a stop sign on minor roads","Intersection traffic control","Install a traffic signal","signal","All",4,36.1,0.63900000000000001,{"$f":"VLOOKUP(A398,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A398,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[7984,"Intersections with a stop sign on minor roads","Intersection traffic control","Install a traffic signal","signal","All",4,39.9,0.60099999999999998,{"$f":"VLOOKUP(A399,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A399,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[7985,"Intersections with a stop sign on minor roads","Intersection traffic control","Install a traffic signal","signal","All",3,19.7,0.80300000000000005,{"$f":"VLOOKUP(A400,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A400,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[7986,"Intersections with a stop sign on minor roads","Intersection traffic control","Install a traffic signal","signal","All",4,35.799999999999997,0.64200000000000002,{"$f":"VLOOKUP(A401,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A401,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[7990,"Intersections with a stop sign on minor roads","Intersection traffic control","Install a traffic signal","signal","All",4,54,0.46,{"$f":"VLOOKUP(A402,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A402,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[7991,"Intersections with a stop sign on minor roads","Intersection traffic control","Install a traffic signal","signal","All",4,58.7,0.41299999999999998,{"$f":"VLOOKUP(A403,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A403,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[7992,"Intersections with a stop sign on minor roads","Intersection traffic control","Install a traffic signal","signal","All",4,58,0.42,{"$f":"VLOOKUP(A404,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A404,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[7993,"Intersections with a stop sign on minor roads","Intersection traffic control","Install a traffic signal","signal","All",4,50.8,0.49199999999999999,{"$f":"VLOOKUP(A405,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A405,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[7994,"Intersections with a stop sign on minor roads","Intersection traffic control","Install a traffic signal","signal","All",4,58.5,0.41499999999999998,{"$f":"VLOOKUP(A406,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A406,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[7995,"Intersections with a stop sign on minor roads","Intersection traffic control","Install a traffic signal","signal","All",4,57.4,0.42599999999999999,{"$f":"VLOOKUP(A407,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A407,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[7996,"Intersections without left turn lanes","Intersection geometry","Install left-turn lane ","LT lane","All",4,25.2,0.748,{"$f":"VLOOKUP(A408,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A408,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[7997,"Intersections without left turn lanes","Intersection geometry","Install left-turn lane ","LT lane","All",4,7.6,0.92400000000000004,{"$f":"VLOOKUP(A409,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A409,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[7998,"Intersections without left turn lanes","Intersection geometry","Install left-turn lane ","LT lane","All",4,12.4,0.876,{"$f":"VLOOKUP(A410,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A410,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[7999,"Intersections without left turn lanes","Intersection geometry","Install left-turn lane ","LT lane","All",4,43.4,0.56599999999999995,{"$f":"VLOOKUP(A411,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A411,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[8000,"Intersections without left turn lanes","Intersection geometry","Install left-turn lane ","LT lane","All",4,20.100000000000001,0.79900000000000004,{"$f":"VLOOKUP(A412,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A412,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[8001,"Intersections without left turn lanes","Intersection geometry","Install left-turn lane ","LT lane","All",4,25.6,0.74399999999999999,{"$f":"VLOOKUP(A413,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A413,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[8005,"Intersections without left turn lanes","Intersection geometry","Install left-turn lane ","LT lane","All",4,-2,1.02,{"$f":"VLOOKUP(A414,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A414,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[8006,"Intersections without left turn lanes","Intersection geometry","Install left-turn lane ","LT lane","All",4,12.1,0.879,{"$f":"VLOOKUP(A415,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A415,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[8007,"Intersections without left turn lanes","Intersection geometry","Install left-turn lane ","LT lane","All",4,8.4,0.91600000000000004,{"$f":"VLOOKUP(A416,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A416,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[8008,"Intersections without left turn lanes","Intersection geometry","Install left-turn lane ","LT lane","All",4,-8.6,1.0860000000000001,{"$f":"VLOOKUP(A417,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A417,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[8009,"Intersections without left turn lanes","Intersection geometry","Install left-turn lane ","LT lane","All",4,-1.6,1.016,{"$f":"VLOOKUP(A418,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A418,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[8010,"Intersections without left turn lanes","Intersection geometry","Install left-turn lane ","LT lane","All",4,-4.5999999999999996,1.046,{"$f":"VLOOKUP(A419,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A419,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[8258,"Diamond interchange","Interchange design","Convert diamond interchange to Diverging Diamond Interchange (DDI) or Double Crossover Diamond (DCD)","Diamond to DDI/DCD","Suburban",4,33,0.67,{"$f":"VLOOKUP(A420,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A420,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[8278,"Diamond interchange","Interchange design","Convert diamond interchange to Diverging Diamond Interchange (DDI) or Double Crossover Diamond (DCD)","Diamond to DDI/DCD","Suburban",4,41,0.59,{"$f":"VLOOKUP(A421,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A421,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[8655,"Signalized T Intersection","Intersection geometry","Convert a T intersection into a continuous green T intersection","Green T","",4,4.2,0.95799999999999996,{"$f":"VLOOKUP(A422,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A422,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[8656,"Signalized T Intersection","Intersection geometry","Convert a T intersection into a continuous green T intersection","Green T","",4,15.4,0.84599999999999997,{"$f":"VLOOKUP(A423,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A423,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[8664,"At-grade intersections with full access from minor roads","Intersection geometry","Install J-Turn intersection","J turn","",2,12.3,0.877,{"$f":"VLOOKUP(A424,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A424,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[8665,"At-grade intersections with full access from minor roads","Intersection geometry","Install J-Turn intersection","J turn","",1,100,0,{"$f":"VLOOKUP(A425,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A425,Clearinghouse!A:I,9,FALSE)","v":"K (fatal)"}]
[8666,"At-grade intersections with full access from minor roads","Intersection geometry","Install J-Turn intersection","J turn","",1,66.7,0.33300000000000002,{"$f":"VLOOKUP(A426,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A426,Clearinghouse!A:I,9,FALSE)","v":""}]
[8667,"At-grade intersections with full access from minor roads","Intersection geometry","Install J-Turn intersection","J turn","",1,63.6,0.36399999999999999,{"$f":"VLOOKUP(A427,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A427,Clearinghouse!A:I,9,FALSE)","v":""}]
[8668,"At-grade intersections with full access from minor roads","Intersection geometry","Install J-Turn intersection","J turn","",1,5.9,0.94099999999999995,{"$f":"VLOOKUP(A428,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A428,Clearinghouse!A:I,9,FALSE)","v":""}]
[8669,"At-grade intersections with full access from minor roads","Intersection geometry","Install J-Turn intersection","J turn","",1,-31.4,1.3140000000000001,{"$f":"VLOOKUP(A429,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A429,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[8675,"At-grade intersections with full access from minor roads","Intersection geometry","Install J-Turn intersection","J turn","",1,-14.3,1.143,{"$f":"VLOOKUP(A430,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A430,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[8676,"At-grade intersections with full access from minor roads","Intersection geometry","Install J-Turn intersection","J turn","",1,-100,2,{"$f":"VLOOKUP(A431,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A431,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[8678,"At-grade intersections with full access from minor roads","Intersection geometry","Install J-Turn intersection","J turn","",1,15.1,0.84899999999999998,{"$f":"VLOOKUP(A432,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A432,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[8679,"At-grade intersections with full access from minor roads","Intersection geometry","Install J-Turn intersection","J turn","",1,100,0,{"$f":"VLOOKUP(A433,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A433,Clearinghouse!A:I,9,FALSE)","v":"K (fatal)"}]
[8680,"At-grade intersections with full access from minor roads","Intersection geometry","Install J-Turn intersection","J turn","",1,100,0,{"$f":"VLOOKUP(A434,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A434,Clearinghouse!A:I,9,FALSE)","v":""}]
[8681,"At-grade intersections with full access from minor roads","Intersection geometry","Install J-Turn intersection","J turn","",1,66.7,0.33300000000000002,{"$f":"VLOOKUP(A435,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A435,Clearinghouse!A:I,9,FALSE)","v":""}]
[8682,"At-grade intersections with full access from minor roads","Intersection geometry","Install J-Turn intersection","J turn","",1,0,1,{"$f":"VLOOKUP(A436,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A436,Clearinghouse!A:I,9,FALSE)","v":""}]
[8683,"At-grade intersections with full access from minor roads","Intersection geometry","Install J-Turn intersection","J turn","",1,-36.4,1.3640000000000001,{"$f":"VLOOKUP(A437,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A437,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[8689,"At-grade intersections with full access from minor roads","Intersection geometry","Install J-Turn intersection","J turn","",1,-33.299999999999997,1.333,{"$f":"VLOOKUP(A438,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A438,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9102,"Conventional diamond interchange","Interchange design","Convert diamond interchange to Diverging Diamond Interchange (DDI) or Double Crossover Diamond (DCD)","Diamond to DDI/DCD","Urban",4,62.6,0.374,{"$f":"VLOOKUP(A439,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A439,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[9103,"Conventional diamond interchange","Interchange design","Convert diamond interchange to Diverging Diamond Interchange (DDI) or Double Crossover Diamond (DCD)","Diamond to DDI/DCD","Urban",4,35.1,0.64900000000000002,{"$f":"VLOOKUP(A440,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A440,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[9104,"Conventional diamond interchange","Interchange design","Convert diamond interchange to Diverging Diamond Interchange (DDI) or Double Crossover Diamond (DCD)","Diamond to DDI/DCD","Urban",4,40.799999999999997,0.59199999999999997,{"$f":"VLOOKUP(A441,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A441,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9105,"Conventional diamond interchange","Interchange design","Convert diamond interchange to Diverging Diamond Interchange (DDI) or Double Crossover Diamond (DCD)","Diamond to DDI/DCD","Urban",4,55,0.45,{"$f":"VLOOKUP(A442,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A442,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[9106,"Conventional diamond interchange","Interchange design","Convert diamond interchange to Diverging Diamond Interchange (DDI) or Double Crossover Diamond (DCD)","Diamond to DDI/DCD","Urban",4,31.4,0.68600000000000005,{"$f":"VLOOKUP(A443,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A443,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[9107,"Conventional diamond interchange","Interchange design","Convert diamond interchange to Diverging Diamond Interchange (DDI) or Double Crossover Diamond (DCD)","Diamond to DDI/DCD","Urban",4,37.5,0.625,{"$f":"VLOOKUP(A444,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A444,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9144,"Unsignalized intersection","Intersection traffic control","Install a traffic signal","signal","Urban and Suburban",4,16,0.84,{"$f":"VLOOKUP(A445,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A445,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9145,"Unsignalized intersection","Intersection traffic control","Install a traffic signal","signal","Urban and Suburban",4,10.199999999999999,0.89800000000000002,{"$f":"VLOOKUP(A446,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A446,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[9146,"Unsignalized intersection","Intersection traffic control","Install a traffic signal","signal","Urban and Suburban",4,21.8,0.78200000000000003,{"$f":"VLOOKUP(A447,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A447,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[9156,"","Intersection geometry","Convert intersection to roundabout","RAB","Not specified",5,72,0.28000000000000003,{"$f":"VLOOKUP(A448,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A448,Clearinghouse!A:I,9,FALSE)","v":"K (fatal)"}]
[9157,"","Intersection geometry","Convert intersection to roundabout","RAB","Not specified",5,44,0.56000000000000005,{"$f":"VLOOKUP(A449,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A449,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[9279,"signalized, stop-controlled, yield-controlled and non-controlled intersections","Intersection geometry","Conversion of intersection into single-lane roundabout","SL RAB","Urban",3,-6,1.06,{"$f":"VLOOKUP(A450,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A450,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9280,"signalized, stop-controlled, yield-controlled and non-controlled intersections","Intersection geometry","Conversion of intersection into single-lane roundabout","SL RAB","Urban",3,15,0.85,{"$f":"VLOOKUP(A451,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A451,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9281,"signalized, stop-controlled, yield-controlled and non-controlled intersections","Intersection geometry","Conversion of intersection into single-lane roundabout","SL RAB","Urban",2,-34,1.34,{"$f":"VLOOKUP(A452,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A452,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9282,"signalized, stop-controlled, yield-controlled and non-controlled intersections","Intersection geometry","Conversion of intersection into single-lane roundabout","SL RAB","Rural",2,22,0.78,{"$f":"VLOOKUP(A453,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A453,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9283,"signalized, stop-controlled, yield-controlled and non-controlled intersections","Intersection geometry","Conversion of intersection into single-lane roundabout","SL RAB","Rural",3,47,0.53,{"$f":"VLOOKUP(A454,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A454,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9284,"signalized, stop-controlled, yield-controlled and non-controlled intersections","Intersection geometry","Conversion of intersection into single-lane roundabout","SL RAB","Rural",2,19,0.81,{"$f":"VLOOKUP(A455,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A455,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9285,"signalized, stop-controlled, yield-controlled and non-controlled intersections","Intersection geometry","Conversion of intersection into single-lane roundabout","SL RAB","All",3,25,0.75,{"$f":"VLOOKUP(A456,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A456,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9292,"signalized, stop-controlled, yield-controlled and non-controlled intersections","Intersection geometry","Conversion of intersection into single-lane roundabout","SL RAB","Urban",3,32,0.68,{"$f":"VLOOKUP(A457,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A457,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9293,"signalized, stop-controlled, yield-controlled and non-controlled intersections","Intersection geometry","Conversion of intersection into single-lane roundabout","SL RAB","Rural",2,46,0.54,{"$f":"VLOOKUP(A458,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A458,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9294,"signalized, stop-controlled, yield-controlled and non-controlled intersections","Intersection geometry","Conversion of intersection into single-lane roundabout","SL RAB","Rural",3,59,0.41,{"$f":"VLOOKUP(A459,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A459,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9295,"signalized, stop-controlled, yield-controlled and non-controlled intersections","Intersection geometry","Conversion of intersection into single-lane roundabout","SL RAB","Rural",2,6,0.94,{"$f":"VLOOKUP(A460,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A460,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9296,"signalized, stop-controlled, yield-controlled and non-controlled intersections","Intersection geometry","Conversion of intersection into single-lane roundabout","SL RAB","All",3,48,0.52,{"$f":"VLOOKUP(A461,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A461,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9322,"signalized, stop-controlled, yield-controlled and non-controlled intersections","Intersection geometry","Conversion of intersection into single-lane roundabout","SL RAB","Urban",2,45,0.55000000000000004,{"$f":"VLOOKUP(A462,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A462,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9323,"signalized, stop-controlled, yield-controlled and non-controlled intersections","Intersection geometry","Conversion of intersection into single-lane roundabout","SL RAB","Urban",3,33,0.67,{"$f":"VLOOKUP(A463,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A463,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9324,"signalized, stop-controlled, yield-controlled and non-controlled intersections","Intersection geometry","Conversion of intersection into single-lane roundabout","SL RAB","Urban",3,28,0.72,{"$f":"VLOOKUP(A464,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A464,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9325,"signalized, stop-controlled, yield-controlled and non-controlled intersections","Intersection geometry","Conversion of intersection into single-lane roundabout","SL RAB","Urban",2,39,0.61,{"$f":"VLOOKUP(A465,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A465,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9326,"signalized, stop-controlled, yield-controlled and non-controlled intersections","Intersection geometry","Conversion of intersection into single-lane roundabout","SL RAB","Urban",3,34,0.66,{"$f":"VLOOKUP(A466,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A466,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9331,"signalized, stop-controlled, yield-controlled and non-controlled intersections","Intersection geometry","Conversion of intersection into single-lane roundabout","SL RAB","Rural",3,58,0.42,{"$f":"VLOOKUP(A467,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A467,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9332,"signalized, stop-controlled, yield-controlled and non-controlled intersections","Intersection geometry","Conversion of intersection into single-lane roundabout","SL RAB","Rural",3,48,0.52,{"$f":"VLOOKUP(A468,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A468,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9333,"signalized, stop-controlled, yield-controlled and non-controlled intersections","Intersection geometry","Conversion of intersection into single-lane roundabout","SL RAB","Rural",3,52,0.48,{"$f":"VLOOKUP(A469,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A469,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9334,"signalized, stop-controlled, yield-controlled and non-controlled intersections","Intersection geometry","Conversion of intersection into single-lane roundabout","SL RAB","Rural",3,46,0.54,{"$f":"VLOOKUP(A470,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A470,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9335,"signalized, stop-controlled, yield-controlled and non-controlled intersections","Intersection geometry","Conversion of intersection into single-lane roundabout","SL RAB","Rural",3,49,0.51,{"$f":"VLOOKUP(A471,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A471,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9342,"signalized, stop-controlled, yield-controlled and non-controlled intersections","Intersection geometry","Conversion of intersection into single-lane roundabout","SL RAB","All",3,27,0.73,{"$f":"VLOOKUP(A472,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A472,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9343,"signalized, stop-controlled, yield-controlled and non-controlled intersections","Intersection geometry","Conversion of intersection into single-lane roundabout","SL RAB","All",2,16,0.84,{"$f":"VLOOKUP(A473,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A473,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9344,"signalized, stop-controlled, yield-controlled and non-controlled intersections","Intersection geometry","Conversion of intersection into single-lane roundabout","SL RAB","All",3,22,0.78,{"$f":"VLOOKUP(A474,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A474,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9345,"signalized, stop-controlled, yield-controlled and non-controlled intersections","Intersection geometry","Conversion of intersection into single-lane roundabout","SL RAB","All",2,61,0.39,{"$f":"VLOOKUP(A475,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A475,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9346,"signalized, stop-controlled, yield-controlled and non-controlled intersections","Intersection geometry","Conversion of intersection into single-lane roundabout","SL RAB","All",2,61,0.39,{"$f":"VLOOKUP(A476,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A476,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9347,"signalized, stop-controlled, yield-controlled and non-controlled intersections","Intersection geometry","Conversion of intersection into single-lane roundabout","SL RAB","All",3,33,0.67,{"$f":"VLOOKUP(A477,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A477,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9354,"signalized, stop-controlled, yield-controlled and non-controlled intersections","Intersection geometry","Conversion of intersection into single-lane roundabout","SL RAB","All",2,8,0.92,{"$f":"VLOOKUP(A478,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A478,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9355,"signalized, stop-controlled, yield-controlled and non-controlled intersections","Intersection geometry","Conversion of intersection into single-lane roundabout","SL RAB","All",2,56,0.44,{"$f":"VLOOKUP(A479,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A479,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9356,"signalized, stop-controlled, yield-controlled and non-controlled intersections","Intersection geometry","Conversion of intersection into single-lane roundabout","SL RAB","All",2,43,0.56999999999999995,{"$f":"VLOOKUP(A480,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A480,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9357,"signalized, stop-controlled, yield-controlled and non-controlled intersections","Intersection geometry","Conversion of intersection into single-lane roundabout","SL RAB","All",2,-44,1.44,{"$f":"VLOOKUP(A481,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A481,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9358,"signalized, stop-controlled, yield-controlled and non-controlled intersections","Intersection geometry","Conversion of intersection into single-lane roundabout","SL RAB","All",2,-44,1.44,{"$f":"VLOOKUP(A482,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A482,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9359,"signalized, stop-controlled, yield-controlled and non-controlled intersections","Intersection geometry","Conversion of intersection into single-lane roundabout","SL RAB","All",3,28,0.72,{"$f":"VLOOKUP(A483,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A483,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9360,"signalized, stop-controlled, yield-controlled and non-controlled intersections","Intersection geometry","Conversion of intersection into single-lane roundabout","SL RAB","Urban",2,100,0,{"$f":"VLOOKUP(A484,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A484,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9364,"signalized, stop-controlled, yield-controlled and non-controlled intersections","Intersection geometry","Conversion of intersection into single-lane roundabout","SL RAB","All",2,100,0,{"$f":"VLOOKUP(A485,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A485,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9403,"Intersection with stop-control on the minor roadway.","Intersection geometry","Convert intersection with minor-road stop control to modern roundabout","minor stop to RAB","Urban and Suburban",3,72,0.28000000000000003,{"$f":"VLOOKUP(A486,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A486,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9437,"Interchanges without roundabout ramp terminals","Interchange design","Convert to roundabout interchanges","RAB interchange","All",3,-4.7,1.0469999999999999,{"$f":"VLOOKUP(A487,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A487,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[9439,"Interchanges without roundabout ramp terminals","Interchange design","Convert to roundabout interchanges","RAB interchange","All",3,-6.7,1.0669999999999999,{"$f":"VLOOKUP(A488,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A488,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[9440,"Interchanges without roundabout ramp terminals","Interchange design","Convert to roundabout interchanges","RAB interchange","All",3,-6.6,1.0660000000000001,{"$f":"VLOOKUP(A489,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A489,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9445,"Interchanges without roundabout ramp terminals","Interchange design","Convert to roundabout interchanges","RAB interchange","All",3,24.4,0.75600000000000001,{"$f":"VLOOKUP(A490,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A490,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9447,"Interchanges without roundabout ramp terminals","Interchange design","Convert to roundabout interchanges","RAB interchange","All",3,23.1,0.76900000000000002,{"$f":"VLOOKUP(A491,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A491,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[9449,"Interchanges without roundabout ramp terminals","Interchange design","Convert to roundabout interchanges","RAB interchange","All",2,32.799999999999997,0.67200000000000004,{"$f":"VLOOKUP(A492,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A492,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[9450,"Interchanges without roundabout ramp terminals","Interchange design","Convert to roundabout interchanges","RAB interchange","All",2,-28.8,1.288,{"$f":"VLOOKUP(A493,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A493,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[9451,"Interchanges without roundabout ramp terminals","Interchange design","Convert to roundabout interchanges","RAB interchange","All",3,-33.6,1.3360000000000001,{"$f":"VLOOKUP(A494,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A494,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[9452,"Interchanges without roundabout ramp terminals","Interchange design","Convert to roundabout interchanges","RAB interchange","All",3,-33.299999999999997,1.333,{"$f":"VLOOKUP(A495,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A495,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9658,"At-grade signalized intersections","Interchange design","Convert at-grade intersections to Diverging Diamond Interchanges","DDI","",4,58,0.42,{"$f":"VLOOKUP(A496,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A496,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9788,"All way stop","Intersection geometry","Conversion of intersection into multi-lane roundabout","ML RAB","Not specified",1,-129,2.29,{"$f":"VLOOKUP(A497,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A497,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9789,"Traffic circle","Intersection geometry","Conversion of intersection into multi-lane roundabout","ML RAB","Not specified",3,-206,3.06,{"$f":"VLOOKUP(A498,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A498,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9790,"Two way stop","Intersection geometry","Conversion of intersection into multi-lane roundabout","ML RAB","Not specified",1,21,0.79,{"$f":"VLOOKUP(A499,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A499,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9791,"signalized intersection","Intersection geometry","Conversion of intersection into multi-lane roundabout","ML RAB","Not specified",1,1,0.99,{"$f":"VLOOKUP(A500,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A500,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9792,"","Intersection geometry","Conversion of intersection into multi-lane roundabout","ML RAB","Not specified",1,20,0.8,{"$f":"VLOOKUP(A501,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A501,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9793,"All way stop","Intersection geometry","Conversion of intersection into single-lane roundabout","SL RAB","Not specified",1,-15,1.1499999999999999,{"$f":"VLOOKUP(A502,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A502,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9794,"Traffic circle","Intersection geometry","Conversion of intersection into single-lane roundabout","SL RAB","Not specified",1,50,0.5,{"$f":"VLOOKUP(A503,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A503,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9795,"Two way stop","Intersection geometry","Conversion of intersection into single-lane roundabout","SL RAB","Not specified",1,3,0.97,{"$f":"VLOOKUP(A504,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A504,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9796,"signalized intersection","Intersection geometry","Conversion of intersection into single-lane roundabout","SL RAB","Not specified",1,3,0.97,{"$f":"VLOOKUP(A505,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A505,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9797,"","Intersection geometry","Conversion of intersection into single-lane roundabout","SL RAB","Not specified",1,-4,1.04,{"$f":"VLOOKUP(A506,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A506,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9821,"","Access management","Install right-in-right-out (RIRO) operations at stop-controlled intersections","RIRO","Urban",4,45,0.55000000000000004,{"$f":"VLOOKUP(A507,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A507,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9822,"","Access management","Install right-in-right-out (RIRO) operations at stop-controlled intersections","RIRO","Urban",3,68,0.32,{"$f":"VLOOKUP(A508,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A508,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9823,"","Access management","Install right-in-right-out (RIRO) operations at stop-controlled intersections","RIRO","Urban",3,80,0.2,{"$f":"VLOOKUP(A509,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A509,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[9824,"","Access management","Install right-in-right-out (RIRO) operations at stop-controlled intersections","RIRO","Urban",3,-10,1.1000000000000001,{"$f":"VLOOKUP(A510,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A510,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9825,"","Access management","Install right-in-right-out (RIRO) operations at stop-controlled intersections","RIRO","Urban",3,-2,1.02,{"$f":"VLOOKUP(A511,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A511,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9826,"","Access management","Install right-in-right-out (RIRO) operations at stop-controlled intersections","RIRO","Urban",2,6,0.94,{"$f":"VLOOKUP(A512,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A512,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[9827,"","Access management","Install right-in-right-out (RIRO) operations at stop-controlled intersections","RIRO","Urban",4,-64,1.64,{"$f":"VLOOKUP(A513,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A513,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9828,"","Access management","Install right-in-right-out (RIRO) operations at stop-controlled intersections","RIRO","Urban",3,-155,2.5499999999999998,{"$f":"VLOOKUP(A514,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A514,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9829,"","Access management","Install right-in-right-out (RIRO) operations at stop-controlled intersections","RIRO","Urban",2,-56,1.56,{"$f":"VLOOKUP(A515,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A515,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[9886,"Four Leg Signalized Intersection","Intersection geometry","Convert signalized intersection to multi-lane roundabout","signal to ML RAB","Urban and Suburban",3,20,0.8,{"$f":"VLOOKUP(A516,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A516,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[9887,"Four Leg Signalized Intersection","Intersection geometry","Convert signalized intersection to multi-lane roundabout","signal to ML RAB","Urban and Suburban",4,-233.3,3.3330000000000002,{"$f":"VLOOKUP(A517,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A517,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[9925,"Two- way stop-controlled","Intersection traffic control","Install a traffic signal","signal","Rural",3,"","http://www.cmfclearinghouse.org/functionimages/560_4-legTwoWay_PDO_noElderly.jpg",{"$f":"VLOOKUP(A518,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A518,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[9926,"Two- way stop-controlled","Intersection traffic control","Install a traffic signal","signal","Rural",3,"","http://www.cmfclearinghouse.org/functionimages/560_4-legTwoWay_PDO_Elderly.jpg",{"$f":"VLOOKUP(A519,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A519,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[9927,"Two- way stop-controlled","Intersection traffic control","Install a traffic signal","signal","Rural",2,"","http://www.cmfclearinghouse.org/functionimages/560_4-legTwoWay_KAB_noElderly.jpg",{"$f":"VLOOKUP(A520,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A520,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury)"}]
[9928,"Two- way stop-controlled","Intersection traffic control","Install a traffic signal","signal","Rural",2,"","http://www.cmfclearinghouse.org/functionimages/560_4-legTwoWay_KAB_Elderly.jpg",{"$f":"VLOOKUP(A521,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A521,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury)"}]
[9936,"All-way stop-controlled","Intersection traffic control","Install a traffic signal","signal","Rural",3,"","http://www.cmfclearinghouse.org/functionimages/560_4-legAllWay_PDO_noElderly.jpg",{"$f":"VLOOKUP(A522,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A522,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[9937,"All-way stop-controlled","Intersection traffic control","Install a traffic signal","signal","Rural",3,"","http://www.cmfclearinghouse.org/functionimages/560_4-legAllWay_PDO_Elderly.jpg",{"$f":"VLOOKUP(A523,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A523,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[9940,"Two-way stop-controlled","Intersection traffic control","Install a traffic signal","signal","Rural",3,"","http://www.cmfclearinghouse.org/functionimages/560_3-legTwoWay_PDO_Elderly.jpg",{"$f":"VLOOKUP(A524,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A524,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[9984,"Conventional Signalized Intersection","Intersection geometry","Convert a conventional signalized intersection to a signalized superstreet","signal to Superstreet","Suburban",4,15,0.85,{"$f":"VLOOKUP(A525,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A525,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[9985,"Conventional Signalized Intersection","Intersection geometry","Convert a conventional signalized intersection to a signalized superstreet","signal to Superstreet","Suburban",4,22,0.78,{"$f":"VLOOKUP(A526,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A526,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[10056,"Signalized or stop-controlled intersections","Intersection geometry","Convert intersection to restricted crossing U-turn (RCUT) intersection","RCUT","Not specified","Cannot be rated (insufficient information)",28.6,0.71399999999999997,{"$f":"VLOOKUP(A527,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A527,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10057,"Signalized or stop-controlled intersections","Intersection geometry","Convert intersection to restricted crossing U-turn (RCUT) intersection","RCUT","Not specified","Cannot be rated (insufficient information)",100,0,{"$f":"VLOOKUP(A528,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A528,Clearinghouse!A:I,9,FALSE)","v":"K (fatal)"}]
[10058,"Signalized or stop-controlled intersections","Intersection geometry","Convert intersection to restricted crossing U-turn (RCUT) intersection","RCUT","Not specified","Cannot be rated (insufficient information)",41.5,0.58499999999999996,{"$f":"VLOOKUP(A529,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A529,Clearinghouse!A:I,9,FALSE)","v":"A (serious injury),B (minor injury),C (possible injury)"}]
[10059,"Signalized or stop-controlled intersections","Intersection geometry","Convert intersection to restricted crossing U-turn (RCUT) intersection","RCUT","Not specified","Cannot be rated (insufficient information)",22.3,0.77700000000000002,{"$f":"VLOOKUP(A530,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A530,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[10060,"Two-way left turn lane","Access management","Replace TWLTL with raised median","median","Not specified","Cannot be rated (insufficient information)",28.17,0.71799999999999997,{"$f":"VLOOKUP(A531,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A531,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10061,"Two-way left turn lane","Access management","Replace TWLTL with raised median","median","Not specified","Cannot be rated (insufficient information)",34.090000000000003,0.65900000000000003,{"$f":"VLOOKUP(A532,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A532,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10062,"Two-way left turn lane","Access management","Replace TWLTL with raised median","median","Not specified","Cannot be rated (insufficient information)",24.66,0.753,{"$f":"VLOOKUP(A533,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A533,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10082,"Intersections without roundabouts","Intersection geometry","Conversion of intersection to roundabout","RAB","All",3,37.700000000000003,0.623,{"$f":"VLOOKUP(A534,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A534,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10083,"Intersections without roundabouts","Intersection geometry","Conversion of intersection to roundabout","RAB","All",3,38.700000000000003,0.61299999999999999,{"$f":"VLOOKUP(A535,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A535,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10084,"Intersections without roundabouts","Intersection geometry","Conversion of intersection to roundabout","RAB","All",3,35.799999999999997,0.64200000000000002,{"$f":"VLOOKUP(A536,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A536,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10085,"Intersections without roundabouts","Intersection geometry","Conversion of intersection to roundabout","RAB","All",3,49.1,0.50900000000000001,{"$f":"VLOOKUP(A537,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A537,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[10086,"Intersections without roundabouts","Intersection geometry","Conversion of intersection to roundabout","RAB","All",3,48.8,0.51200000000000001,{"$f":"VLOOKUP(A538,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A538,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[10087,"Intersections without roundabouts","Intersection geometry","Conversion of intersection to roundabout","RAB","All",2,53.3,0.46700000000000003,{"$f":"VLOOKUP(A539,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A539,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[10088,"Intersections without roundabouts","Intersection geometry","Conversion of intersection to roundabout","RAB","All",3,49.7,0.503,{"$f":"VLOOKUP(A540,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A540,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10089,"Intersections without roundabouts","Intersection geometry","Conversion of intersection to roundabout","RAB","All",3,50.5,0.495,{"$f":"VLOOKUP(A541,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A541,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10090,"Intersections without roundabouts","Intersection geometry","Conversion of intersection to roundabout","RAB","All",3,45.1,0.54900000000000004,{"$f":"VLOOKUP(A542,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A542,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10091,"Intersections without roundabouts","Intersection geometry","Conversion of intersection to roundabout","RAB","All",3,59.7,0.40300000000000002,{"$f":"VLOOKUP(A543,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A543,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[10092,"Intersections without roundabouts","Intersection geometry","Conversion of intersection to roundabout","RAB","All",3,59.5,0.40500000000000003,{"$f":"VLOOKUP(A544,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A544,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[10093,"Intersections without roundabouts","Intersection geometry","Conversion of intersection to roundabout","RAB","All",3,60.9,0.39100000000000001,{"$f":"VLOOKUP(A545,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A545,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[10094,"Intersections without roundabouts","Intersection geometry","Conversion of intersection to roundabout","RAB","All",3,56.1,0.439,{"$f":"VLOOKUP(A546,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A546,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10095,"Intersections without roundabouts","Intersection geometry","Conversion of intersection to roundabout","RAB","All",3,56.7,0.433,{"$f":"VLOOKUP(A547,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A547,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10097,"Intersections without roundabouts","Intersection geometry","Conversion of intersection to roundabout","RAB","All",3,68.7,0.313,{"$f":"VLOOKUP(A548,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A548,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury)"}]
[10098,"Intersections without roundabouts","Intersection geometry","Conversion of intersection to roundabout","RAB","All",3,69.099999999999994,0.309,{"$f":"VLOOKUP(A549,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A549,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[10100,"T-intersection with continuous green","Intersection geometry","Convert a continuous green T-intersection to a T-intersection","Green T to T","Rural","Cannot be rated (insufficient information)",46.1,0.53900000000000003,{"$f":"VLOOKUP(A550,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A550,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10101,"T-intersection with continuous green","Intersection geometry","Convert a continuous green T-intersection to a T-intersection","Green T to T","Rural","Cannot be rated (insufficient information)",55.6,0.44400000000000001,{"$f":"VLOOKUP(A551,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A551,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[10102,"T-intersection with continuous green","Intersection geometry","Convert a continuous green T-intersection to a T-intersection","Green T to T","Rural","Cannot be rated (insufficient information)",43.6,0.56399999999999995,{"$f":"VLOOKUP(A552,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A552,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[10104,"T-intersection with continuous green","Intersection geometry","Convert a continuous green T-intersection to a T-intersection","Green T to T","Rural","Cannot be rated (insufficient information)",63.8,0.36199999999999999,{"$f":"VLOOKUP(A553,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A553,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10106,"T-intersection with continuous green","Intersection geometry","Convert a continuous green T-intersection to a T-intersection","Green T to T","Rural","Cannot be rated (insufficient information)",71.900000000000006,0.28100000000000003,{"$f":"VLOOKUP(A554,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A554,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10107,"T-intersection with continuous green","Intersection geometry","Convert a continuous green T-intersection to a T-intersection","Green T to T","Rural","Cannot be rated (insufficient information)",20.7,0.79300000000000004,{"$f":"VLOOKUP(A555,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A555,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10108,"","Intersection geometry","Convert a T intersection into a continuous green T intersection","Green T","Not specified","Cannot be rated (insufficient information)",-0.89,1.0088999999999999,{"$f":"VLOOKUP(A556,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A556,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10109,"","Intersection geometry","Convert a T intersection into a continuous green T intersection","Green T","Not specified","Cannot be rated (insufficient information)",6.98,0.93020000000000003,{"$f":"VLOOKUP(A557,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A557,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[10110,"","Intersection geometry","Convert a T intersection into a continuous green T intersection","Green T","Not specified","Cannot be rated (insufficient information)",14.91,0.85089999999999999,{"$f":"VLOOKUP(A558,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A558,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[10111,"","Intersection geometry","Convert a T intersection into a continuous green T intersection","Green T","Not specified","Cannot be rated (insufficient information)",-127.75,2.2774999999999999,{"$f":"VLOOKUP(A559,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A559,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10135,"","Interchange design","Convert diamond interchange to Diverging Diamond Interchange (DDI) or Double Crossover Diamond (DCD)","Diamond to DDI/DCD","Not specified",4,36.700000000000003,0.63300000000000001,{"$f":"VLOOKUP(A560,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A560,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10136,"","Interchange design","Convert diamond interchange to Diverging Diamond Interchange (DDI) or Double Crossover Diamond (DCD)","Diamond to DDI/DCD","Not specified",3,17.899999999999999,0.82099999999999995,{"$f":"VLOOKUP(A561,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A561,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10137,"","Interchange design","Convert diamond interchange to Diverging Diamond Interchange (DDI) or Double Crossover Diamond (DCD)","Diamond to DDI/DCD","Not specified",3,42.3,0.57699999999999996,{"$f":"VLOOKUP(A562,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A562,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10138,"","Interchange design","Convert diamond interchange to Diverging Diamond Interchange (DDI) or Double Crossover Diamond (DCD)","Diamond to DDI/DCD","Not specified",3,67.2,0.32800000000000001,{"$f":"VLOOKUP(A563,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A563,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10139,"","Interchange design","Convert diamond interchange to Diverging Diamond Interchange (DDI) or Double Crossover Diamond (DCD)","Diamond to DDI/DCD","Not specified",3,48.8,0.51200000000000001,{"$f":"VLOOKUP(A564,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A564,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10155,"","Interchange design","Convert diamond interchange to Diverging Diamond Interchange (DDI) or Double Crossover Diamond (DCD)","Diamond to DDI/DCD","Not specified",3,53.9,0.46100000000000002,{"$f":"VLOOKUP(A565,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A565,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[10156,"","Interchange design","Convert diamond interchange to Diverging Diamond Interchange (DDI) or Double Crossover Diamond (DCD)","Diamond to DDI/DCD","Not specified",3,30.5,0.69499999999999995,{"$f":"VLOOKUP(A566,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A566,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[10157,"","Interchange design","Convert diamond interchange to Diverging Diamond Interchange (DDI) or Double Crossover Diamond (DCD)","Diamond to DDI/DCD","Not specified",3,"",0.58199999999999996,{"$f":"VLOOKUP(A567,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A567,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[10158,"","Interchange design","Convert diamond interchange to Diverging Diamond Interchange (DDI) or Double Crossover Diamond (DCD)","Diamond to DDI/DCD","Not specified",3,"",0.88800000000000001,{"$f":"VLOOKUP(A568,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A568,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[10159,"","Interchange design","Convert diamond interchange to Diverging Diamond Interchange (DDI) or Double Crossover Diamond (DCD)","Diamond to DDI/DCD","Not specified",3,49.8,0.502,{"$f":"VLOOKUP(A569,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A569,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[10160,"","Interchange design","Convert diamond interchange to Diverging Diamond Interchange (DDI) or Double Crossover Diamond (DCD)","Diamond to DDI/DCD","Not specified",3,40,0.6,{"$f":"VLOOKUP(A570,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A570,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[10161,"","Interchange design","Convert diamond interchange to Diverging Diamond Interchange (DDI) or Double Crossover Diamond (DCD)","Diamond to DDI/DCD","Not specified",2,76.8,0.23200000000000001,{"$f":"VLOOKUP(A571,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A571,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[10162,"","Interchange design","Convert diamond interchange to Diverging Diamond Interchange (DDI) or Double Crossover Diamond (DCD)","Diamond to DDI/DCD","Not specified",3,64,0.36,{"$f":"VLOOKUP(A572,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A572,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[10163,"","Interchange design","Convert diamond interchange to Diverging Diamond Interchange (DDI) or Double Crossover Diamond (DCD)","Diamond to DDI/DCD","Not specified",3,68.8,0.312,{"$f":"VLOOKUP(A573,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A573,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[10164,"","Interchange design","Convert diamond interchange to Diverging Diamond Interchange (DDI) or Double Crossover Diamond (DCD)","Diamond to DDI/DCD","Not specified",3,37.4,0.626,{"$f":"VLOOKUP(A574,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A574,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[10165,"","Interchange design","Convert diamond interchange to Diverging Diamond Interchange (DDI) or Double Crossover Diamond (DCD)","Diamond to DDI/DCD","Not specified",3,35.200000000000003,0.64800000000000002,{"$f":"VLOOKUP(A575,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A575,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10166,"","Interchange design","Convert diamond interchange to Diverging Diamond Interchange (DDI) or Double Crossover Diamond (DCD)","Diamond to DDI/DCD","Not specified",3,36.200000000000003,0.63800000000000001,{"$f":"VLOOKUP(A576,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A576,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10167,"","Interchange design","Convert diamond interchange to Diverging Diamond Interchange (DDI) or Double Crossover Diamond (DCD)","Diamond to DDI/DCD","Not specified",3,8.1,0.91900000000000004,{"$f":"VLOOKUP(A577,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A577,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10168,"","Interchange design","Convert diamond interchange to Diverging Diamond Interchange (DDI) or Double Crossover Diamond (DCD)","Diamond to DDI/DCD","Not specified",3,37.4,0.626,{"$f":"VLOOKUP(A578,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A578,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10169,"","Interchange design","Convert diamond interchange to Diverging Diamond Interchange (DDI) or Double Crossover Diamond (DCD)","Diamond to DDI/DCD","Not specified",3,44.3,0.55700000000000005,{"$f":"VLOOKUP(A579,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A579,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10170,"","Interchange design","Convert diamond interchange to Diverging Diamond Interchange (DDI) or Double Crossover Diamond (DCD)","Diamond to DDI/DCD","Not specified",3,35.299999999999997,0.64700000000000002,{"$f":"VLOOKUP(A580,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A580,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10171,"","Interchange design","Convert diamond interchange to Diverging Diamond Interchange (DDI) or Double Crossover Diamond (DCD)","Diamond to DDI/DCD","Not specified",2,57.5,0.42499999999999999,{"$f":"VLOOKUP(A581,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A581,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10172,"","Interchange design","Convert diamond interchange to Diverging Diamond Interchange (DDI) or Double Crossover Diamond (DCD)","Diamond to DDI/DCD","Not specified",2,47,0.53,{"$f":"VLOOKUP(A582,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A582,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10173,"","Interchange design","Convert diamond interchange to Diverging Diamond Interchange (DDI) or Double Crossover Diamond (DCD)","Diamond to DDI/DCD","Not specified",3,48.6,0.51400000000000001,{"$f":"VLOOKUP(A583,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A583,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10174,"","Interchange design","Convert diamond interchange to Diverging Diamond Interchange (DDI) or Double Crossover Diamond (DCD)","Diamond to DDI/DCD","Not specified",3,50,0.5,{"$f":"VLOOKUP(A584,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A584,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10300,"Regular diamond interchange","Interchange design","Convert at-grade intersections to Diverging Diamond Interchanges","DDI","",4,24.5,0.755,{"$f":"VLOOKUP(A585,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A585,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10301,"Conventional Signalized Intersection","Intersection geometry","Convert a conventional signalized intersection to a continuous flow intersection (CFI)","signal to CFI","Not specified",4,12.3,0.877,{"$f":"VLOOKUP(A586,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A586,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10377,"Both signalized and stop-controlled intersections","Intersection geometry","Convert intersection to restricted crossing U-turn (RCUT) intersection","RCUT","All",3,"",0.86,{"$f":"VLOOKUP(A587,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A587,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10378,"Both signalized and stop-controlled intersections","Intersection geometry","Convert intersection to restricted crossing U-turn (RCUT) intersection","RCUT","All",3,31,0.69,{"$f":"VLOOKUP(A588,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A588,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10379,"Both signalized and stop-controlled intersections","Intersection geometry","Convert intersection to restricted crossing U-turn (RCUT) intersection","RCUT","All",3,13,0.87,{"$f":"VLOOKUP(A589,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A589,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10380,"Both signalized and stop-controlled intersections","Intersection geometry","Convert intersection to restricted crossing U-turn (RCUT) intersection","RCUT","All",2,-6,1.06,{"$f":"VLOOKUP(A590,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A590,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10381,"Both signalized and stop-controlled intersections","Intersection geometry","Convert intersection to restricted crossing U-turn (RCUT) intersection","RCUT","All",3,23,0.77,{"$f":"VLOOKUP(A591,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A591,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10382,"Both signalized and stop-controlled intersections","Intersection geometry","Convert intersection to restricted crossing U-turn (RCUT) intersection","RCUT","All",4,20,0.8,{"$f":"VLOOKUP(A592,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A592,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10383,"Both signalized and stop-controlled intersections","Intersection geometry","Convert intersection to restricted crossing U-turn (RCUT) intersection","RCUT","All",4,20,0.8,{"$f":"VLOOKUP(A593,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A593,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10384,"Both signalized and stop-controlled intersections","Intersection geometry","Convert intersection to restricted crossing U-turn (RCUT) intersection","RCUT","All",3,58,0.42,{"$f":"VLOOKUP(A594,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A594,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10385,"Both signalized and stop-controlled intersections","Intersection geometry","Convert intersection to restricted crossing U-turn (RCUT) intersection","RCUT","All",2,-7,1.07,{"$f":"VLOOKUP(A595,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A595,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10419,"","Intersection geometry","Conversion of intersection to roundabout","RAB","Urban",1,4,0.96,{"$f":"VLOOKUP(A596,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A596,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[10420,"","Intersection geometry","Conversion of intersection to roundabout","RAB","Urban",1,36,0.64,{"$f":"VLOOKUP(A597,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A597,Clearinghouse!A:I,9,FALSE)","v":"B (minor injury),C (possible injury)"}]
[10421,"","Intersection geometry","Conversion of intersection to roundabout","RAB","Urban",1,58,0.42,{"$f":"VLOOKUP(A598,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A598,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury)"}]
[10422,"","Intersection geometry","Conversion of intersection to roundabout","RAB","Urban",1,-55,1.55,{"$f":"VLOOKUP(A599,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A599,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10423,"","Intersection geometry","Conversion of intersection to roundabout","RAB","Urban",1,-67,1.67,{"$f":"VLOOKUP(A600,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A600,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[10424,"","Intersection geometry","Conversion of intersection to roundabout","RAB","Urban",1,7,0.93,{"$f":"VLOOKUP(A601,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A601,Clearinghouse!A:I,9,FALSE)","v":"B (minor injury),C (possible injury)"}]
[10425,"","Intersection geometry","Conversion of intersection to roundabout","RAB","Urban",1,67,0.33,{"$f":"VLOOKUP(A602,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A602,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury)"}]
[10426,"","Intersection geometry","Conversion of intersection to roundabout","RAB","Urban",1,18,0.82,{"$f":"VLOOKUP(A603,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A603,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10427,"","Intersection geometry","Conversion of intersection to roundabout","RAB","Urban",1,-2,1.02,{"$f":"VLOOKUP(A604,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A604,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[10428,"","Intersection geometry","Conversion of intersection to roundabout","RAB","Urban",1,44,0.56000000000000005,{"$f":"VLOOKUP(A605,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A605,Clearinghouse!A:I,9,FALSE)","v":"B (minor injury),C (possible injury)"}]
[10429,"","Intersection geometry","Conversion of intersection to roundabout","RAB","Urban",1,63,0.37,{"$f":"VLOOKUP(A606,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A606,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury)"}]
[10430,"","Intersection geometry","Conversion of intersection to roundabout","RAB","Urban",1,-62,1.62,{"$f":"VLOOKUP(A607,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A607,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10431,"","Intersection geometry","Conversion of intersection to roundabout","RAB","Urban",1,-60,1.6,{"$f":"VLOOKUP(A608,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A608,Clearinghouse!A:I,9,FALSE)","v":"O (property damage only)"}]
[10432,"","Intersection geometry","Conversion of intersection to roundabout","RAB","Urban",1,11,0.89,{"$f":"VLOOKUP(A609,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A609,Clearinghouse!A:I,9,FALSE)","v":"B (minor injury),C (possible injury)"}]
[10433,"","Intersection geometry","Conversion of intersection to roundabout","RAB","Urban",1,84,0.16,{"$f":"VLOOKUP(A610,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A610,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury)"}]
[10434,"Minor Road Stop-Controlled Intersections","Intersection geometry","Conversion of intersection into high-speed roundabout","High-speed RAB","All",4,41,0.59,{"$f":"VLOOKUP(A611,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A611,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10435,"Minor Road Stop-Controlled Intersections","Intersection geometry","Conversion of intersection into high-speed roundabout","High-speed RAB","All",3,79,0.21,{"$f":"VLOOKUP(A612,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A612,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[10436,"Minor Road Stop-Controlled Intersections","Intersection geometry","Conversion of intersection into high-speed roundabout","High-speed RAB","All",3,62,0.38,{"$f":"VLOOKUP(A613,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A613,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10437,"Minor Road Stop-Controlled Intersections","Intersection geometry","Conversion of intersection into high-speed roundabout","High-speed RAB","All",3,96,0.04,{"$f":"VLOOKUP(A614,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A614,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[10438,"Minor Road Stop-Controlled Intersections","Intersection geometry","Conversion of intersection into high-speed roundabout","High-speed RAB","All",3,38,0.62,{"$f":"VLOOKUP(A615,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A615,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10439,"Minor Road Stop-Controlled Intersections","Intersection geometry","Conversion of intersection into high-speed roundabout","High-speed RAB","All",3,43,0.56999999999999995,{"$f":"VLOOKUP(A616,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A616,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10440,"Minor Road Stop-Controlled Intersections","Intersection geometry","Conversion of intersection into high-speed roundabout","High-speed RAB","All",3,83,0.17,{"$f":"VLOOKUP(A617,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A617,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[10441,"Minor Road Stop-Controlled Intersections","Intersection geometry","Conversion of intersection into high-speed roundabout","High-speed RAB","All",3,79,0.21,{"$f":"VLOOKUP(A618,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A618,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[10442,"Minor Road Stop-Controlled Intersections","Intersection geometry","Conversion of intersection into high-speed roundabout","High-speed RAB","All",3,85,0.15,{"$f":"VLOOKUP(A619,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A619,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10443,"Minor Road Stop-Controlled Intersections","Intersection geometry","Conversion of intersection into high-speed roundabout","High-speed RAB","All",3,55,0.45,{"$f":"VLOOKUP(A620,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A620,Clearinghouse!A:I,9,FALSE)","v":"All"}]
[10444,"Minor Road Stop-Controlled Intersections","Intersection geometry","Conversion of intersection into high-speed roundabout","High-speed RAB","All",3,100,0,{"$f":"VLOOKUP(A621,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A621,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[10445,"Minor Road Stop-Controlled Intersections","Intersection geometry","Conversion of intersection into high-speed roundabout","High-speed RAB","All",3,95,0.05,{"$f":"VLOOKUP(A622,Clearinghouse!A:H,8,FALSE)","v":"Other"},{"$f":"VLOOKUP(A622,Clearinghouse!A:I,9,FALSE)","v":"K (fatal),A (serious injury),B (minor injury),C (possible injury)"}]
[12100,"(blank)","(blank)","Conversion to Off-Set T-Intersection","offset T","All","(blank)",0.38,0.62,{"$f":"VLOOKUP(A623,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A623,Clearinghouse!A:I,9,FALSE)","v":0}]
[12101,"(blank)","(blank)","Conversion to Off-Set T-Intersection","offset T","All","(blank)",0.52500000000000002,0.47499999999999998,{"$f":"VLOOKUP(A624,Clearinghouse!A:H,8,FALSE)","v":"Fatal,Serious Inj"},{"$f":"VLOOKUP(A624,Clearinghouse!A:I,9,FALSE)","v":0}]
[12110,"(blank)","(blank)","Conversion to Signalized Green-T","Green T","Rural","(blank)",0.44799999999999995,0.55200000000000005,{"$f":"VLOOKUP(A625,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A625,Clearinghouse!A:I,9,FALSE)","v":0}]
[12111,"(blank)","(blank)","Conversion to Signalized Green-T","Green T","Rural","(blank)",0.49199999999999999,0.50800000000000001,{"$f":"VLOOKUP(A626,Clearinghouse!A:H,8,FALSE)","v":"Fatal,Serious Inj"},{"$f":"VLOOKUP(A626,Clearinghouse!A:I,9,FALSE)","v":0}]
[12112,"(blank)","(blank)","Conversion to Signalized Green-T","Green T","Suburban/Urban","(blank)",0.39500000000000002,0.60499999999999998,{"$f":"VLOOKUP(A627,Clearinghouse!A:H,8,FALSE)","v":"All"},{"$f":"VLOOKUP(A627,Clearinghouse!A:I,9,FALSE)","v":0}]
[12113,"(blank)","(blank)","Conversion to Signalized Green-T","Green T","Suburban/Urban","(blank)",0.49199999999999999,0.50800000000000001,{"$f":"VLOOKUP(A628,Clearinghouse!A:H,8,FALSE)","v":"Fatal,Serious Inj"},{"$f":"VLOOKUP(A628,Clearinghouse!A:I,9,FALSE)","v":0}]

{"sheet":"Env","index":9,"n_rows":24,"n_cols":8,"rows_kept":24,"cut":false,"hidden":false,"merged":[[23,0,24,7],[11,0,12,7],[17,0,18,7],[10,0,10,2],[13,0,13,2],[14,0,15,7],[16,0,16,2],[1,0,1,7],[19,0,19,2],[20,0,21,7],[22,0,22,2],[9,0,9,7],[6,5,6,6]]}
[]
["              INTERSECTION CONTROL ASSESSMENT TOOL (ICAT): ENVIRONMENTAL FACTORS"]
[null,"               Developed and Maintained in Cooperation with Georgia DOT",null,null,null,null,null,{"$f":"CONCATENATE(\"       \",Version)","v":"       CDOT ICAT Version 1.0 | Release Date: 8/30/2021"}]
["Project Information"]
[null,"Project Location: ",{"$f":"CONCATENATE(Road1,\" @ \",Road2)","v":"Colorado Street @ 30th Street"},null,"Area Type: ",{"$f":"Area","v":"Suburban"}]
[null,"County: ",{"$f":"IntersectionData!E9","v":"Boulder"},null,"Prepared By:",{"$f":"PreparedBy","v":"Region Traffic Engineer"}]
[null,"CDOT Region:",{"$f":"Region","v":"Region 1"},null,"Date: ",{"$f":"Date","v":"2021-07-27"}]
[]
[]
["Environmental Factors\nIn the box below, document any significant environmental factors for any alternative considered. Include a plan and costs for mitigation that retains the proposed intersection type as a viable alternative. Include in ICAT documentation package only if one or more alternatives have significant impacts."]
["Proposed Intersection Control #1:",null,null,{"$f":"Alternative1","v":"Displaced Left-Turn / CFI"}]
["None"]
[]
["Proposed Intersection Control #2:",null,null,{"$f":"Alternative2","v":"Multilane Roundabout"}]
["None"]
[]
["Proposed Intersection Control #3:",null,null,{"$f":"Alternative3","v":"Superstreet / RCI"}]
["None"]
[]
["Proposed Intersection Control #4:",null,null,{"$f":"Alternative4","v":"Bowtie Intersection"}]
["None"]
[]
["Proposed Intersection Control #5:",null,null,{"$f":"Alternative5","v":"Signalized Intersection"}]
["None"]