A Review of Crumb-Rubber Modified Asphalt Concrete Technology Author(s): Papagiannakis, A.T. and Lougheed, T.J., Washington State University Origin: Washington Date: November, 1995 Categories: Performance, Binder Properties Key Words: Crumb-Rubber, susceptibility, viscosity Summary: This study presents an analysis of the characteristics of crumb-rubber modified 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 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 reduces, causing more uniform fatigue characteristics. CRM applications have been met with various degrees of success because existing quality control and quality assurance methods have not been developed enough to ensure desired binder properties in the field.