LEADER 01845nam  2200493   450 
001 9910704600803321
005 20130409143142.0
035   $a(CKB)5470000002441692
035   $a(OCoLC)837375917
035   $a(EXLCZ)995470000002441692
100   $a20130409d2012      ua             0
101 0 $aeng
135   $aurbn|||||||||
181   $ctxt$2rdacontent
182   $cc$2rdamedia
183   $acr$2rdacarrier
200 00$aInfluence of differential deflection on staged construction deck-level connections
210  1$aMcLean, VA :$cU.S. Department of Transportation, Federal Highway Administration, Research, Development, and Technology, Turner-Fairbank Highway Research Center,$d2012.
215   $a1 online resource (4 pages) $cillustrations
225 1 $aTechbrief
300   $aTitle from title screen (viewed on Apr. 9, 2013).
300   $a"August 2012."
300   $a"FHWA Publication No.: FHWA-HRT-12-055."
300   $a"NTIS accession no. of the report covered in this TechBrief: PB2012-111528."
300   $a"HRDI-40/08-12(450)E."
606   $aPrefabricated bridges
606   $aBridges$xFloors$xJoints
606   $aReinforcing bars
606   $aHigh strength concrete
606   $aGrout (Mortar)
606   $aBridges$xDesign and construction$xTechnological innovations
615  0$aPrefabricated bridges.
615  0$aBridges$xFloors$xJoints.
615  0$aReinforcing bars.
615  0$aHigh strength concrete.
615  0$aGrout (Mortar)
615  0$aBridges$xDesign and construction$xTechnological innovations.
712 02$aTurner-Fairbank Highway Research Center,
801  0$bGPO
801  1$bGPO
906   $aBOOK
912   $a9910704600803321
996   $aInfluence of differential deflection on staged construction deck-level connections$93278516
997   $aUNINA