Multiple corrosion protection systems for reinforced concrete bridge components
By: [David Darwin ... et al.].
Contributors: Turner-Fairbank Highway Research Center; University of Kansas. Center for Research
Publisher: U.S. Dept. of Transportation, Federal Highway Administration, Research, Development and Technology, Turner-Fairbank Highway Research Center
Published: 2011
Place of publication: McLean, VA
Language: eng
Format: [electronic resource] /
Number of pages: 237
Subjects: Corrosion resistant materials; Reinforced concrete; Corrosion; Prevention; Concrete bridges
Notes: "November 2011."

"Publication No. FHWA-HRT-11-060."

Title from title screen (viewed on Aug. 28, 2012).

includes bibliographical references (p. 231-237).

Performed by University of Kansas Center for Research, sponsored by Federal Highway Administration, Office of Infrastructure Research and Development DTFH61-03-C-00131
Table of contents: title: ch. 1. Introduction; title: ch. 2. Experimental work; title: ch. 3. Test results; title: ch. 4. Evaluation; title: ch. 5. Conclusions; title: appendix A. Disbondment of conventional epoxy-coated and MC bars in rapid macrocell test; title: appendix B. Corrosion loss required to crack concrete containing conventional, epoxy-coated, and galvanized reinforcement; title: Acknowledgments; title: References.