Below are the first 10 and last 10 pages of uncorrected machine-read text (when available) of this chapter, followed by the top 30 algorithmically extracted key phrases from the chapter as a whole.
Intended to provide our own search engines and external engines with highly rich, chapter-representative searchable text on the opening pages of each chapter.
Because it is UNCORRECTED material, please consider the following text as a useful but insufficient proxy for the authoritative book pages.
Do not use for reproduction, copying, pasting, or reading; exclusively for search engines.
OCR for page 46
46
GLOSSARY
AASHTO: American Association of State Highway and Transportation NCHRP: National Cooperative Highway Research Program
Officials Ndesign: design number of gyrations
AFT: apparent film thickness NMAS: nominal maximum aggregate size
ALF: Accelerated Loading Facility PG: performance grade
ARZ: above restricted zone PI: penetration index
ASTM: American Society for Testing and Materials PVN: penetration-viscosity number
BRZ: below restricted zone QC/QA: quality controlquality assurance
CAM: ChristensenAndersonMarasteanu Model RAP: recycled asphalt pavement
DOT: Department of Transportation RPS: research project statement
ESALs: equivalent single axle loads RSCH: repeated shear at constant height
FHWA: Federal Highway Administration SBR: styrene-butadiene rubber
FM300: fineness modulus 300 m basis SBS: styrene-butadiene-styrene rubber
HMA: hot mix asphalt SHRP: Strategic Highway Research Program
IDT: indirect tensile SMA: stone matrix asphalt
JMF: job mix formula TRB: Transportation Research Board
LTPP: Long-Term Pavement Performance (Program) TRZ: through the restricted zone
LVE: linear viscoelastic VBE: effective asphalt content by volume
MAAT: mean annual air temperature VFA: voids filled with asphalt
MnRoad: Minnesota Road Research Project VMA: voids in mineral aggregate
MPSS: maximum permanent shear strain VTM: total voids in mix
NCAT: National Center for Asphalt Technology
