STP1322: Effect of Crumb Rubber Particle Size and Concentration on Performance Grading of Rubber Modified Asphalt Binders

    Tayebali, AA
    Assistant Professor of Civil Engineering, North Carolina State University, Raleigh, NC

    Vyas, BB
    Research Assistant, North Carolina State University, Raleigh, NC

    Malpass, GA
    Research Assistant, North Carolina State University, Raleigh, NC

    Pages: 18    Published: Jan 1997


    Abstract

    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 the Superpave™ DSR test protocol is applicable to the modified binders used in this study. The average coefficient of variation for the different specimen thickness and replicate testing based on the measured property G*/sinδ 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.

    Keywords:

    Superpave™, asphalt, aging, crumb rubber, dynamic shear rheometer, shear stiffness, phase angle, performance grading, modified binders


    Paper ID: STP12078S

    Committee/Subcommittee: D04.42

    DOI: 10.1520/STP12078S


    CrossRef ASTM International is a member of CrossRef.