Evaluation of SMA Mixtures Produced with Asphalt-Rubber Binder in a LCPC Wheel Tester

SMA is a gap-graded asphalt mixture with a large proportion of high quality coarse aggregate and a high content of mastic (binder and filler). The larger proportion of coarse aggregate provides a greater stone-to-stone contact, which intends to provide mixtures more resistant to permanent deformation than the conventional Hot Mix Asphalt (HMA). The asphalt content is higher than the content typically used for a conventional HMA, which increases the film thickness. Fibers are used to prevent the drainage of the asphalt binder during the production and placement, and polymer-modified asphalt cements are usually used. In this paper, the behavior of SMA mixtures produced with different binders (conventional AC-20, polymer-modified, and asphalt-rubber), in terms of permanent deformation, is evaluated in a laboratory accelerated rut tester (LCPC Wheel Tester) and compared to the behavior of a conventional dense-graded HMA. The results show that SMA mixtures are better than HMA mixtures and SMA mixtures produced with asphalt-rubber are much closer to SMA mixtures produced with polymer-modified binder than to SMA mixtures produced with conventional asphalt.

Language

  • English

Media Info

  • Media Type: Print
  • Pagination: p. vol1,635-44
  • Monograph Title: 10th International Conference on Asphalt Pavements - August 12 to 17, 2006, Quebec City, Canada

Subject/Index Terms

Filing Info

  • Accession Number: 01084409
  • Record Type: Publication
  • Source Agency: Transportation Association of Canada (TAC)
  • Files: TAC
  • Created Date: Jan 16 2008 8:56AM