This study presents an analysis of the characteristics of crumb- rubber modified (CRM) asphalt pavements. It is comprised of a state-of-the-art literature review and laboratory testing conducted with a Brookfield viscometer. The reaction that occurs between the rubber and the asphalt is not a chemical reaction, but rather a diffusion process that includes the physical absorption of aromatic oils from the asphalt into the polymer chain of the rubber. The presence of CRM in asphalt produces a thicker binder, which increases aging and oxidation resistance. The presence of carbon black in CRM improves binder durability. The temperature susceptibility of the mix is reduced, causing more uniform fatigue characteristics. CRM applications have been met with various degrees of success because existing quality control assurance methods have not been developed enough to ensure desired binder properties in the field.
November 8, 2007
A.T. Papagiannakis, T.J. Lougheed.
Washington State Transportation Center (TRAC)
- # of Pages: 106 p., 3,552 KB (PDF)
- Subject: Asphalt concrete, Carbon black, Crumb rubber, Durability, Fatigue (Mechanics), Guides to the literature, Laboratory tests, Literature reviews, State of the art studies, Viscosity.
- Keywords: Crumb-rubber, susceptibility, viscosity.
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This abstract was last modified April 29, 2011