Anderson, K. W., Uhlmeyer, J. S., Russell, M., & Weston, J. (2011). Studded tire wear resistance of PCC pavements with special mix design : contract 6620, I-90, Argonne Road to Sullivan Road, MP 286.91 to 292.38 (Report No. WA-RD 658.2). Washington (State). Department of Transportation. https://rosap.ntl.bts.gov/view/dot/20247
Anderson, K. W., Jeff S. Uhlmeyer, Mark Russell, and Jim Weston. Studded tire wear resistance of PCC pavements with special mix design : contract 6620, I-90, Argonne Road to Sullivan Road, MP 286.91 to 292.38. Report no. WA-RD 658.2. Washington (State). Department of Transportation, 2011. https://rosap.ntl.bts.gov/view/dot/20247.
Anderson, K. W., et al. Studded tire wear resistance of PCC pavements with special mix design : contract 6620, I-90, Argonne Road to Sullivan Road, MP 286.91 to 292.38. Washington (State). Department of Transportation, 2011, Report no. WA-RD 658.2, ROSA P. https://rosap.ntl.bts.gov/view/dot/20247.
The performance of portland cement concrete mixes with higher flexural strength, higher cement content, and with Hard-Cem additive, carpet drag finish, and tined finish were evaluated over a period of five years to determine their resistance to studded tire wear.
;
None of the pavements with special mixes or, mixes with Hard-Cem additive were more resistant to studded tire wear than conventional pavement with a 650 psi flexural strength mix design.
;
The wear resistance of the pavement could not be correlated to either the method used to finish the concrete or the concrete’s flexural strength.
;
Finally, the carpet drag finishing method produced a pavement with acceptable friction resistance.
Anderson, K. W., Uhlmeyer, J. S., Russell, M., & Weston, J. (2011). Studded tire wear resistance of PCC pavements with special mix design : contract 6620, I-90, Argonne Road to Sullivan Road, MP 286.91 to 292.38 (Report No. WA-RD 658.2). Washington (State). Department of Transportation. https://rosap.ntl.bts.gov/view/dot/20247
Anderson, K. W., Jeff S. Uhlmeyer, Mark Russell, and Jim Weston. Studded tire wear resistance of PCC pavements with special mix design : contract 6620, I-90, Argonne Road to Sullivan Road, MP 286.91 to 292.38. Report no. WA-RD 658.2. Washington (State). Department of Transportation, 2011. https://rosap.ntl.bts.gov/view/dot/20247.
Anderson, K. W., et al. Studded tire wear resistance of PCC pavements with special mix design : contract 6620, I-90, Argonne Road to Sullivan Road, MP 286.91 to 292.38. Washington (State). Department of Transportation, 2011, Report no. WA-RD 658.2, ROSA P. https://rosap.ntl.bts.gov/view/dot/20247.
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