Multiple corrosion protection systems for reinforced concrete bridge components / [David Darwin and others].

Other author Darwin, David.
Other author Turner-Fairbank Highway Research Center.
Other author University of Kansas. Center for Research.
Format Electronic
Publication InfoMcLean, VA. : U.S. Dept. of Transportation, Federal Highway Administration, Research, Development and Technology, Turner-Fairbank Highway Research Center, [2011]
Description1 online resource (xviii, 237 pages) : color illustrations
Supplemental Contenthttps://purl.fdlp.gov/GPO/gpo27456
Subjects

Contents ch. 1. Introduction -- ch. 2. Experimental work -- ch. 3. Test results -- ch. 4. Evaluation -- ch. 5. Conclusions -- appendix A. Disbondment of conventional epoxy-coated and MC bars in rapid macrocell test -- appendix B. Corrosion loss required to crack concrete containing conventional, epoxy-coated, and galvanized reinforcement -- Acknowledgments -- References.
General note"November 2011."
General note"Publication No. FHWA-HRT-11-060."
General noteTitle from title screen (viewed on Aug. 28, 2012).
Bibliography noteincludes bibliographical references (p. 231-237).
Funding informationPerformed by University of Kansas Center for Research, sponsored by Federal Highway Administration, Office of Infrastructure Research and Development DTFH61-03-C-00131
Issued in other formPrint version: Multiple corrosion protection systems for reinforced concrete bridge components
GPO item number0982-G-11 (online)
Govt. docs number TD 2.30:11-060

Availability

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