Aggregate Properties and the Performance of Superpave-Designed Hot-Mix Asphalt (2005) / Chapter Skim
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MBV: methylene blue adsorption value MnRoad: Minnesota Road Research Project MB: methylene blue NAA: National Aggregate Association NAT: net adsorption test NCAT: National Center for Asphalt Technology NCHRP: National Cooperative Highway Research Program Ndesign: design number of gyrations Ninitial: initial number of gyrations NMAS: nominal maximum aggregate size OSU: Oregon State University PAV: pressure aging vessel PCS: primary control sieve PG: performance grade PI: plasticity index p-value: significance level QC/QA: quality control–quality assurance R2: coefficient of determination RAP: recycled asphalt pavement SBR: styrene-butadiene rubber SBS: styrene-butadiene-styrene polymer SCS: secondary control sieve SGC: Superpave Gyratory Compactor SHRP: Strategic Highway Research Program SMA: stone matrix asphalt SPS: Specific Pavement Studies SR: slenderness ratio SST: Superpave Shear Tester SKW/UN: SWK Pavement Engineering, Nottingham, UK TCS: tertiary control sieve TRB: Transportation Research Board TRZ: through the restricted zone UI-AIA: University of Illinois Aggregate Image Analyzer USACE: United States Army Corps of Engineers USD: Universal Sorption Device VFA: voids filled with asphalt VMA: voids in mineral aggregate
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