LEADER 02443oam 2200565Ia 450 001 9910696794903321 005 20150102104330.0 035 $a(CKB)5470000002380918 035 $a(OCoLC)182866560$z(OCoLC)769136793 035 $a(OCoLC)768354137 035 $a(OCoLC)808616406 035 $a(EXLCZ)995470000002380918 100 $a20071206d2007 ua 0 101 0 $aeng 135 $auocg||||||||| 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acd$2rdacarrier 200 00$aMultiple corrosion protection systems for reinforced concrete bridge components$b[electronic resource] /$f[David Darwin ... and others] 210 1$aMcLean, VA :$cU.S. Dept. of Transportation, Federal Highway Administration, Research, Development, and Technology, Turner-Fairbank Highway Research Center,$d[2007] 215 $aix, 82 pages $cdigital, PDF file 225 1 $aTechbrief 300 $a"July 2007." 300 $a"FHWA-HRT-07-043." 300 $a"HRDI-10/07-07(700)E"--P. [4] of cover. 300 $aTitle from title screen (viewed Sept. 3, 2008). 320 $aincludes bibliographical references. 327 $ach. 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. 606 $aCorrosion resistant materials 606 $aReinforced concrete$xCorrosion$xPrevention 606 $aConcrete bridges$xCorrosion$xPrevention 615 0$aCorrosion resistant materials. 615 0$aReinforced concrete$xCorrosion$xPrevention. 615 0$aConcrete bridges$xCorrosion$xPrevention. 701 $aDarwin$b David$0324676 712 02$aTurner-Fairbank Highway Research Center. 712 02$aUnited States.$bFederal Highway Administration.$bOffice of Infrastructure Research and Development. 712 02$aUniversity of Kansas.$bCenter for Research. 801 0$bCBT 801 1$bCBT 801 2$bGPO 801 2$bOCLCA 801 2$bTRL 801 2$bOCLCQ 801 2$bOCLCA 801 2$bGPO 906 $aBOOK 912 $a9910696794903321 996 $aMultiple corrosion protection systems for reinforced concrete bridge components$93434724 997 $aUNINA