Warm-Mix Asphalt Study: First-Level Analysis of Phase 2b Laboratory Testing on Laboratory-Prepared Specimens

This report describes laboratory testing of laboratory-prepared specimens as part of the second phase of a warm mix asphalt study, which compares the performance of a hot mix control produced at 310°F (155°C) against the performance of warm mixes produced at 250°F (120°C) with four different technologies. The laboratory testing completed in this phase has provided no new results to suggest that warm mix technologies should not be used in dense- or open-graded mixes in California, provided that standard specified construction and performance limits for hot mix asphalt are met. It should be noted that lower production temperatures could lead to insufficient drying of aggregates, which in turn could result in moisture-related problems in the road. Moisture content in aggregates should be strictly controlled at asphalt plants and specified mix moisture contents (i.e., less than 1.0 percent by weight of the mix) should be adhered to.

Language

  • English

Media Info

Subject/Index Terms

Filing Info

  • Accession Number: 01577573
  • Record Type: Publication
  • Source Agency: UC Berkeley Transportation Library
  • Report/Paper Numbers: UCPRC-RR-2012-07, CA152385A
  • Contract Numbers: Strategic Plan Element 4.18
  • Files: CALTRANS, TRIS, ATRI, STATEDOT
  • Created Date: Sep 30 2015 9:08AM