National Academies Press: OpenBook

Short-Term Laboratory Conditioning of Asphalt Mixtures (2015)

Chapter: Abbreviations, Acronyms, and Symbols

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Page 56
Suggested Citation:"Abbreviations, Acronyms, and Symbols." National Academies of Sciences, Engineering, and Medicine. 2015. Short-Term Laboratory Conditioning of Asphalt Mixtures. Washington, DC: The National Academies Press. doi: 10.17226/22077.
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Page 56
Page 57
Suggested Citation:"Abbreviations, Acronyms, and Symbols." National Academies of Sciences, Engineering, and Medicine. 2015. Short-Term Laboratory Conditioning of Asphalt Mixtures. Washington, DC: The National Academies Press. doi: 10.17226/22077.
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Page 57

Below is the uncorrected machine-read text of this chapter, intended to provide our own search engines and external engines with highly rich, chapter-representative searchable text of each book. Because it is UNCORRECTED material, please consider the following text as a useful but insufficient proxy for the authoritative book pages.

56 AASHTO American Association of State Highway and Transportation Officials AC Absorption Capacity AMPT Asphalt Mixture Performance Tester AMRL AASHTO Materials Reference Laboratory ANCOVA Analysis of Covariance ANOVA Analysis of Variance ASTM American Society for Testing and Materials AV Air Void BBR Bending Beam Rheometer BMP Batch Mix Plant CA Carbonyl Area CDD Cumulative Degree-Day CFD Counter-Flow Drum DMD Dryer Mixing Drum DMP Drum Mix Plant DOT Department of Transportation DSR Dynamic Shear Rheometer E* Dynamic Modulus FAD Forced-Air Distillation FHWA Federal Highway Administration FT Film Thickness FTbe Effective Binder Film Thickness FT-IR Fourier Transform Infrared Spectroscopy G* Complex Modulus Gmm Theoretical Maximum Specific Gravity HMA Hot Mix Asphalt HSD Honest Significant Difference HWTT Hamburg Wheel-Tracking Test IADOT Iowa Department of Transportation IDT Indirect Tensile ISU Iowa State University LMLC Laboratory-Mixed, Laboratory-Compacted LCSN Load Cycle Stripping Number LTA Long-Term Aged LTOA Long-Term Oven Aging LVDT Linear Variable Differential Transducers MR Resilient Modulus Abbreviations, Acronyms, and Symbols

57 MTD Material Transfer Device NCAT National Center for Asphalt Technology NCHRP National Cooperative Highway Research Program NMAS Nominal Maximum Aggregate Size NMDOT New Mexico Department of Transportation ODOT Oregon Department of Transportation PAV Pressure Aging Vessel Pba Percentage of Absorbed Binder Pbe Percentage of Effective Binder PFD Parallel-Flow Drum PG Performance Grading PMFC Plant-Mixed, Field-Compacted PMPC Plant-Mixed, Plant-Compacted QC Quality Control RAP Reclaimed Asphalt Pavement RAS Recycled Asphalt Shingle RFAD Rolling Forced-Air Distillation RTFO Rolling Thin-Film Oven RRP Rutting Resistance Parameter SBS Styrene-Butadiene-Styrene SDDOT South Dakota Department of Transportation SGC Superpave Gyratory Compactor SN Stripping Number SSD Small Steam Distillation STA Short-Term Aged STOA Short-Term Oven Aging Tc Compaction Temperature Tm Mixing Temperature TTI Texas A&M Transportation Institute TxDOT Texas Department of Transportation UC Davis University of California—Davis UCPRC University of California Pavement Research Center UDM Unitized Drum Mixer VMA Void in Mineral Aggregates WMA Warm Mix Asphalt WYDOT Wyoming Department of Transportation d Phase Angle

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TRB’s National Cooperative Highway Research Program (NCHRP) Report 815: Short-Term Laboratory Conditioning of Asphalt Mixtures develops procedures and associated criteria for laboratory conditioning of asphalt mixtures to simulate short-term aging. The report presents proposed changes to the American Association of State Highway and Transportation Officials (AASHTO) R 30, Mixture Conditioning of Hot-Mix Asphalt (HMA), and a proposed AASHTO practice for conducting plant aging studies.

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