Performance of epoxy-coated steel in continuously reinforced concrete pavement
Title:
Performance of epoxy-coated steel in continuously reinforced concrete pavement
Author:
Zwerneman, Farrel J.
Personal Author:
Publication Information:
[Stillwater, OK] : School of Civil Engineering, Oklahoma State University, 1991.
Physical Description:
ix, 86 p. : ill. ; 28 cm.
General Note:
Prepared as part of an investigation conducted by the School of Civil Engineering, Oklahoma State University ; sponsored by the Research Development Division, Oklahoma Department of Transportation, State of Oklahoma and the Federal Highway Administration.
"August, 1991."
Contents:
Introduction -- Summary of literature search -- Crack survey -- Instrumentation installed for future study -- Laboratory testing of tensile specimens -- Design examples -- Summary, conclusions, and future work -- References -- Appendix: Gauge point stations and initial gauge readings.
Abstract:
Reconstruction of Interstate 35 in Noble and Logan Counties of Oklahoma involved northbound lanes being replaced with epoxy-coated steel in continuously reinforced concrete pavement. Uncoated steel was used on the southbound lanes. The investigation included a complete crack survey on both projects, installation of half-cell sites and gauge points, construction of laboratory specimens, and the comparison of measured crack spacing and widths to calculated values.
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