Volumetric properties of warm rubberized mixes depending on compaction temperature

Airfield and Highway Pavements: Efficient Pavements Supporting Transportation's Future - Proceedings of the 2008 Airfield and Highway Pavements Conference

Volumn 329, Issue , 2008, Pages 205-212

  Akisetty, Chandra K ^a   Lee, Soon Jae ^b   Amirkhanian, Serji N ^a  

^a AMRL   (United States)

^b TEXAS STATE UNIVERSITY   (United States)

Author keywords

Asphalts; Mixtures; Temperature

Indexed keywords

AGGREGATE SIZE; ASPHALT BINDERS; ASPHALT CONTENT; COMPACTION TEMPERATURE; HIGHER TEMPERATURES; HOT MIX ASPHALT; RUBBERIZED ASPHALT; RUBBERIZED MIXES; SUPERPAVE GYRATORY COMPACTORS; SUPERPAVE MIX DESIGNS; VOLUMETRIC PROPERTIES; WARM MIX ASPHALTS; WORKING CONDITIONS;

ASPHALT PAVEMENTS; COMPACTION; MIXTURES; ROADS AND STREETS; TIRES; VOLUMETRIC ANALYSIS;

ASPHALT;

EID: 78751678062     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/41005(329)18     Document Type: Conference Paper

References (11)

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9. Shen, J., Amirkhanian, S., Lee, S.-J., and Putman, B.J. (2006). Recycling of Laboratory-Prepared RAP Mixtures Containing Crumb Rubber Modified Binders in HMA. Transportation Research Record, 1962, 71-78.
10. Stuart, K. D. (2000). Methodology for Determining Compaction Temperatures for Modified Asphalt Binders, Draft FHWA Report, Federal Highway Administration, McLean, Va.
11. The Asphalt Institute (2003). Performance Graded Asphalt Binder Specification and Testing, SP-1. The Asphalt Institute, Lexington, KY.