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The use of Asphalt Rubber (AR) pavements in the USA has been successful by several States. AR binder used in the hot mix asphalt is a mixture of 80 percent hot asphalt and 20 percent ground waste tire crumb rubber. Typically, AR-Asphalt Concrete Friction Course (AR-ACFC) mixes contain 9 to 10 percent asphalt rubber binder and their use has been primarily focused on reducing thermal and reflective cracking, and highway noise. This paper discusses the AR-ACFC benefits as a pavement preservation strategy. It highlights some results of the laboratory material characterization tests, and presents several field performance evaluation outcomes including: highway noise reduction, mitigation of daily thermal variances in Portland Cement Concrete pavements, improved skid resistance, reduced roughness, and reduction of emission rates of tire wear per kilometer driven
The use of Asphalt Rubber (AR) pavements in the USA has been successful by several States. AR binder used in the hot mix asphalt is a mixture of 80 percent hot asphalt and 20 percent ground waste tire crumb rubber. Typically, AR-Asphalt Concrete Friction Course (AR-ACFC) mixes contain 9 to 10 percent asphalt rubber binder and their use has been primarily focused on reducing thermal and reflective cracking, and highway noise. This paper discusses the AR-ACFC benefits as a pavement preservation strategy. It highlights some results of the laboratory material characterization tests, and presents several field performance evaluation outcomes including: highway noise reduction, mitigation of daily thermal variances in Portland Cement Concrete pavements, improved skid resistance, reduced roughness, and reduction of emission rates of tire wear per kilometer driven