LEADER 01537nam  2200373Ka 450 
001 9910695856403321
005 20070525135725.0
035   $a(CKB)5470000002373226
035   $a(OCoLC)136954671
035   $a(EXLCZ)995470000002373226
100   $a20070525d2006      ua             0
101 0 $aeng
181   $ctxt$2rdacontent
182   $cc$2rdamedia
183   $acr$2rdacarrier
200 00$aOptimized sections for high-strength concrete bridge girders$b[electronic resource] $eeffect of deck concrete strength
210  1$aMcLean, VA :$cU.S. Dept. of Transportation, Federal Highway Administration, Research, Development, and Technology, Turner-Fairbank Highway Research Center,$d[2006]
215   $avii, 85 pages $cdigital, PDF file
300   $aTitle from title screen (viewed on May 25, 2007).
300   $a"October 2006."
300   $a"FHWA-HRT-05-058."
300   $a"HRDI-06/10-06(750)E."
517   $aOptimized sections for high-strength concrete bridge girders 
606   $aConcrete beams$xDesign and construction
606   $aConcrete bridges$xFloors$xDesign and construction
615  0$aConcrete beams$xDesign and construction.
615  0$aConcrete bridges$xFloors$xDesign and construction.
712 02$aUnited States.$bFederal Highway Administration.$bOffice of Research, Development, and Technology.
801  0$bGPO
801  1$bGPO
906   $aBOOK
912   $a9910695856403321
996   $aOptimized sections for high-strength concrete bridge girders$93476014
997   $aUNINA