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.
August 21, 2009
Keith W. Anderson, Jeff Uhlmeyer, Mark Russell.
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