DEVELOPMENT OF IMPROVED MIX AND CONSTRUCTION GUIDELINES FOR RUBBER-MODIFIED ASPHALT PAVEMENTS

Rubber-modified asphalt pavement mixtures have been used in Sweden and the United States since the 1970s. In these applications ground, recycled tire particles (1/4 in. minus) are added to a gap-graded aggregate and then mixed with hot asphalt cement. The benefits of adding rubber to the mix include increased skid resistance under icy conditions, improved flexibility and crack resistance, elimination of a solid waste, and reduced traffic noise. The major disadvantage of these rubber-modified mixtures is their high initial cost compared with conventional asphaltic concrete pavements. One such rubber-modified asphalt mixture used in the United States is described. The mix ingredients and typical properties are first presented. The requirements for adding and controlling one additional ingredient and for producing an unusual aggregate gradation (gap-graded aggregate) have resulted in construction problems on some projects. These problems can be avoided by proper specifications, controls, and inspection. In the last section of the paper guidelines for use of rubber-modified asphalt mixtures in cold, moderate, and hot environments are presented.

Media Info

  • Features: Figures; References; Tables;
  • Pagination: p. 113-120
  • Monograph Title: Asphalt materials and mixtures
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00483630
  • Record Type: Publication
  • ISBN: 0309047102
  • Files: TRIS, TRB, ATRI
  • Created Date: May 31 1989 12:00AM