You are here: Home Business Center Design & Construction Project Support Materials and Geotechnical Manuals 2023 Field Material Manual 2023 Field Materials Manual as revised to be used on projects advertised between July 1, 2022 and November 10, 2022 Colorado Procedures (CP) Colorado Procedures-40s | Asphalt Colorado Procedures-40s | Asphalt https://www.codot.gov/business/designsupport/materials-and-geotechnical/manuals/2023-field-materials-manual/2023-fmm-pre-nov-10-2022/cps/cp-40s https://www.codot.gov/@@site-logo/siteLogo.png Colorado Procedures-40s | Asphalt CP-41 - Sampling Hot Mix Asphalt CP-42 - Estimation of Asphalt Content in Hot Mix Asphalt Through Back Calculations Using Gse CP-43 - Determining Moisture (Water) or Volatile Distillates Content of HMA CP-44 - Bulk Specific Gravity and Percent Relative Compaction of Compacted Bituminous Mixtures Using Saturated Surface-Dry Specimens CP-45 - Determining Percent of Particles with Two or More Fractured Faces CP-46 - Determination of Gradation of Aggregate in a Core from Asphalt Pavement CP-47 - Rejuvenating Agent Evaluation Procedure CP-48 - Determination of the Voids in the Mineral Aggregate (VMA)
Colorado Procedures-40s | Asphalt https://www.codot.gov/business/designsupport/materials-and-geotechnical/manuals/2023-field-materials-manual/2023-fmm-pre-nov-10-2022/cps/cp-40s https://www.codot.gov/@@site-logo/siteLogo.png Colorado Procedures-40s | Asphalt CP-41 - Sampling Hot Mix Asphalt CP-42 - Estimation of Asphalt Content in Hot Mix Asphalt Through Back Calculations Using Gse CP-43 - Determining Moisture (Water) or Volatile Distillates Content of HMA CP-44 - Bulk Specific Gravity and Percent Relative Compaction of Compacted Bituminous Mixtures Using Saturated Surface-Dry Specimens CP-45 - Determining Percent of Particles with Two or More Fractured Faces CP-46 - Determination of Gradation of Aggregate in a Core from Asphalt Pavement CP-47 - Rejuvenating Agent Evaluation Procedure CP-48 - Determination of the Voids in the Mineral Aggregate (VMA)
CP-44 - Bulk Specific Gravity and Percent Relative Compaction of Compacted Bituminous Mixtures Using Saturated Surface-Dry Specimens