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Research article
First published January 2003

Ten-Year Performance of Dowel-Bar Retrofit: Application, Performance, and Lessons Learned

Abstract

The Washington State Department of Transportation (WSDOT) has been rehabilitating its aged portland cement concrete pavements over the last 10 years by using dowel-bar retrofit, panel replacements, and diamond grinding. These pavements have been rehabilitated, with dowel-bar retrofit, to extend the performance life beyond the original design life of 20 years. The first dowel-bar retrofit application in Washington was constructed as a test section in 1992. Since then, WSDOT has dowel-bar retrofitted more than 350 lane-kilometers. Dowel-bar retrofit performance and application are described, and lessons learned in the last 10 years are discussed.

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References

1. Improving Load Transfer in Existing Jointed Concrete Pavements. FHWA-RD-82-154. FHWA, U.S. Department of Transportation, 1983.
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4. Pavement Rehabilitation Strategy Selection. TB-015. P. American Concrete Pavement Association, Skokie, Ill., 1993.
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Article first published: January 2003
Issue published: January 2003

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© 2003 National Academy of Sciences.
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Authors

Affiliations

Linda M. Pierce
Washington State Department of Transportation, P.O. Box 47365, Olympia, WA 98504-7365
Jeff Uhlmeyer
Washington State Department of Transportation, P.O. Box 47365, Olympia, WA 98504-7365
Jim Weston
Washington State Department of Transportation, P.O. Box 47365, Olympia, WA 98504-7365
Jim Lovejoy
Washington State Department of Transportation, P.O. Box 47365, Olympia, WA 98504-7365
Joe P. Mahoney
Department of Civil and Environmental Engineering, University of Washington, Box 352700, Seattle, WA 98195-2700

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