REDUCED THICKNESS ASPHALT RUBBER CONCRETE
LEADS TO COST EFFECTIVE PAVEMENT REHABILITATION

Synopses for 1st International Conference World of Pavements
Sydney, Australia, February 20-24, 2000


G. Holleran, Vice President, Valley Slurry Seal Company, USA
Jack Van Kirk, Director Of Asphalt Technology, Basic Resources Inc., USA


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Between 1980 and 1992 California Department of Transportation (Caltrans) conducted research comparing asphalt rubber (AR) concrete to conventional asphalt concrete (AC) in field evaluations. During this time cities and counties in California also experimented with AR pavements. It was determined through these field evaluations that the AR pavements could be significantly reduced in thickness and provide the same service life as thicker conventional AC pavements. This led to the development of the Reduced Thickness Design Guidelines by Caltrans for AR pavements. The reduced thickness approach (up to 50%) was substantiated by research in South Africa (1994) in field installations using the Heavy Vehicle Simulator (HVS), by the University of California, Berkeley (1994) in the laboratory and by the University of Alaska, Fairbanks (1995) in the laboratory. In 1999 research was conducted to determine the cost-effectiveness of rehabilitation and maintenance strategies using AR pavements. It was determined that AR rehabilitation and maintenance strategies are more cost-effective when compared to conventional asphalt strategies. This has led to more wide spread usage of AR rehabilitation and maintenance strategies in California and other states in the USA.



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