Anderson, K. W., Uhlmeyer, J., & Russell, M. (2009). Combined Aggregate Gradation as a Method for Mitigating Studded Tire Wear on PCCP (Report No. WA-RD 663.2). Washington (State). Department of Transportation. https://rosap.ntl.bts.gov/view/dot/39536
Anderson, Keith W., Jeff Uhlmeyer, and Mark Russell. Combined Aggregate Gradation as a Method for Mitigating Studded Tire Wear on PCCP. Report no. WA-RD 663.2. Washington (State). Department of Transportation, 2009. https://rosap.ntl.bts.gov/view/dot/39536.
Anderson, Keith W., et al. Combined Aggregate Gradation as a Method for Mitigating Studded Tire Wear on PCCP. Washington (State). Department of Transportation, 2009, Report no. WA-RD 663.2, ROSA P. https://rosap.ntl.bts.gov/view/dot/39536.
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 pavements resistance to studded tire wear.
Anderson, K. W., Uhlmeyer, J., & Russell, M. (2009). Combined Aggregate Gradation as a Method for Mitigating Studded Tire Wear on PCCP (Report No. WA-RD 663.2). Washington (State). Department of Transportation. https://rosap.ntl.bts.gov/view/dot/39536
Anderson, Keith W., Jeff Uhlmeyer, and Mark Russell. Combined Aggregate Gradation as a Method for Mitigating Studded Tire Wear on PCCP. Report no. WA-RD 663.2. Washington (State). Department of Transportation, 2009. https://rosap.ntl.bts.gov/view/dot/39536.
Anderson, Keith W., et al. Combined Aggregate Gradation as a Method for Mitigating Studded Tire Wear on PCCP. Washington (State). Department of Transportation, 2009, Report no. WA-RD 663.2, ROSA P. https://rosap.ntl.bts.gov/view/dot/39536.
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