Long-Term Aging of Asphalt Mixtures for Performance Testing and Prediction: Phase III Results (2021) / Chapter Skim
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Pages 171-184
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171 A T T A C H M E N T Proposed Standard Method of Test for Long-Term Conditioning of Hot Mix Asphalt (HMA) for Performance Testing
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172 Long-Term Aging of Asphalt Mixtures for Performance Testing and Prediction: Phase III Results Standard Method of Test for Long-Term Conditioning of Hot Mix Asphalt (HMA) for Performance Testing • AASHTO Designation: TP xxx-xx • American Association of State Highway and Transportation Officials 444 North Capitol Street N.W., Suite 249 Washington, D.C.
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Proposed Standard Method of Test for Long-Term Conditioning of Hot Mix Asphalt (HMA) for Performance Testing 173 Standard Method of Test for Long-Term Conditioning of Hot Mix Asphalt (HMA)
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174 Long-Term Aging of Asphalt Mixtures for Performance Testing and Prediction: Phase III Results 3.1. Definitions: 3.2.
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Proposed Standard Method of Test for Long-Term Conditioning of Hot Mix Asphalt (HMA) for Performance Testing 175 8.1.
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176 Long-Term Aging of Asphalt Mixtures for Performance Testing and Prediction: Phase III Results 8.3.1.1. Compact the specimens in accordance with PP 60.
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Proposed Standard Method of Test for Long-Term Conditioning of Hot Mix Asphalt (HMA) for Performance Testing 177 required duration at 95°C that is needed to match the field aging for a given pavement temperature history and depth.
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178 Long-Term Aging of Asphalt Mixtures for Performance Testing and Prediction: Phase III Results Figure X1.1-Required oven aging duration at 95°C to match level of field aging 6 mm below pavement surface for (a) 4 years of field aging, (b)
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Proposed Standard Method of Test for Long-Term Conditioning of Hot Mix Asphalt (HMA) for Performance Testing 179 X1.5.
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180 Long-Term Aging of Asphalt Mixtures for Performance Testing and Prediction: Phase III Results Figure X1.2-Required oven aging duration at 95°C to match level of field aging 20 mm below pavement surface for (a) 4 years of field aging, (b)
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Proposed Standard Method of Test for Long-Term Conditioning of Hot Mix Asphalt (HMA) for Performance Testing 181 X1.7.
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182 Long-Term Aging of Asphalt Mixtures for Performance Testing and Prediction: Phase III Results Figure X1.3-Required oven aging duration at 95°C to match level of field aging 30 mm below pavement surface for (a) 4 years of field aging, (b)
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Abbreviations and acronyms used without definitions in TRB publications: A4A Airlines for America AAAE American Association of Airport Executives AASHO American Association of State Highway Officials AASHTO American Association of State Highway and Transportation Officials ACI–NA Airports Council International–North America ACRP Airport Cooperative Research Program ADA Americans with Disabilities Act APTA American Public Transportation Association ASCE American Society of Civil Engineers ASME American Society of Mechanical Engineers ASTM American Society for Testing and Materials ATA American Trucking Associations CTAA Community Transportation Association of America CTBSSP Commercial Truck and Bus Safety Synthesis Program DHS Department of Homeland Security DOE Department of Energy EPA Environmental Protection Agency FAA Federal Aviation Administration FAST Fixing America's Surface Transportation Act (2015) FHWA Federal Highway Administration FMCSA Federal Motor Carrier Safety Administration FRA Federal Railroad Administration FTA Federal Transit Administration GHSA Governors Highway Safety Association HMCRP Hazardous Materials Cooperative Research Program IEEE Institute of Electrical and Electronics Engineers ISTEA Intermodal Surface Transportation Efficiency Act of 1991 ITE Institute of Transportation Engineers MAP-21 Moving Ahead for Progress in the 21st Century Act (2012)
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