02443oam 2200565Ia 450 991069679490332120150102104330.0(CKB)5470000002380918(OCoLC)182866560(OCoLC)769136793(OCoLC)768354137(OCoLC)808616406(EXLCZ)99547000000238091820071206d2007 ua 0enguocg|||||||||txtrdacontentcrdamediacdrdacarrierMultiple corrosion protection systems for reinforced concrete bridge components[electronic resource] /[David Darwin ... and others]McLean, VA :U.S. Dept. of Transportation, Federal Highway Administration, Research, Development, and Technology, Turner-Fairbank Highway Research Center,[2007]ix, 82 pages digital, PDF fileTechbrief"July 2007.""FHWA-HRT-07-043.""HRDI-10/07-07(700)E"--P. [4] of cover.Title from title screen (viewed Sept. 3, 2008).includes bibliographical references.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.Corrosion resistant materialsReinforced concreteCorrosionPreventionConcrete bridgesCorrosionPreventionCorrosion resistant materials.Reinforced concreteCorrosionPrevention.Concrete bridgesCorrosionPrevention.Darwin David324676Turner-Fairbank Highway Research Center.United States.Federal Highway Administration.Office of Infrastructure Research and Development.University of Kansas.Center for Research.CBTCBTGPOOCLCATRLOCLCQOCLCAGPOBOOK9910696794903321Multiple corrosion protection systems for reinforced concrete bridge components3434724UNINA