EFFECT OF CRUMB RUBBER PARTICLE SIZE AND CONCENTRATION ON PERFORMANCE GRADING OF RUBBER MODIFIED ASPHALT BINDERS

This study evaluates two aspects of the performance related Superpave binder specification methodology: (1) the applicability of the dynamic shear rheometer (DSR) to crumb rubber modified binders, and (2) the effect of crumb rubber particle size and concentration on the higher temperature performance grading of rubber modified asphalt binders. Results indicate that Superpave DSR test protocol is applicable to the modified binders used in this study. The average coefficient of variation for the different specimens thickness and replicate testing based on the measured property obtained was 6.2% and 6.5%, respectively. In general, the crumb rubber particle size did not affect the performance grading of the modified binders. A 7% crumb rubber modification increased the high temperature performance grading by one grade; whereas, the 14% crumb rubber modification increased the performance grading by two grades. For high temperature range, the unmodified and modified binders with the same performance grade appear to show similar characteristics.

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  • Corporate Authors:

    American Society for Testing and Materials (ASTM)

    100 Barr Harbor Drive, P.O. Box C700
    West Conshohocken, PA  United States  19428-2957
  • Authors:
    • Tayebali, A A
    • Vyas, B B
    • Malpass, G A
  • Publication Date: 1997-9

Language

  • English

Media Info

  • Features: Figures; References; Tables;
  • Pagination: p. 30-47
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00761240
  • Record Type: Publication
  • ISBN: 080312418X
  • Report/Paper Numbers: STP 1322
  • Files: TRIS
  • Created Date: Mar 24 1999 12:00AM