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Combined Aggregate Gradation as a Method for Mitigating Studded Tire Wear on PCCP

Description: Two sections of pavement were built with different specifications for the gradation of the aggregates, one with the standard gap-graded aggregate specification and one with a combined gradation specification. Equal wear rates for both sections indicated that the combined aggregate gradation had no positive affect on the pavement's resistance to studded tire wear.

  • Date Published: June, 2009
  • Publication Number: WA-RD 663.2
  • Last Modified: August 21, 2009
  • Authors: Keith W. Anderson, Jeff Uhlmeyer, Mark Russell.
  • Originator: Washington (State). Dept. of Transportation. Materials Laboratory.
  • # of Pages: 18 p., 0.63 MB (PDF)
  • Subject: Portland cement concrete, Aggregate gradation, Gap graded aggregates, Pavement performance, Durability, Studded tires.
  • Keywords: Portland cement concrete pavement, PCCP, combined gradation, pavement wear, studded tires.
  • Related Publications: Combined Aggregate Gradation as a Solution for Studded Tire Wear on PCCP (WA-RD 663.1)


This abstract was last modified October 5, 2009