LEADER 01623nam  2200421Ia 450 
001 9910697543903321
005 20090617102843.0
035   $a(CKB)5470000002389514
035   $a(OCoLC)401668116
035   $a(EXLCZ)995470000002389514
100   $a20090617d2007      ua             0
101 0 $aeng
135   $aurmn|||||||||
181   $ctxt$2rdacontent
182   $cc$2rdamedia
183   $acr$2rdacarrier
200 00$aAnalysis of an ultra-high performance concrete two-way ribbed bridge deck slab$b[electronic resource]
210  1$aMcLean, VA. :$cU.S. Dept. of Transportation, Federal Highway Administration, Research, Development, and Technology, Turner-Fairbank Highway Research Center,$d[2007]
215   $a4 pages $cdigital, PDF file
225 1 $aTechbrief
300   $aTitle from PDF caption title (viewed June 17, 2009).
300   $aPublicaton No. FHWA-HRT-07-055.
300   $a"October 2007"--P. 4.
300   $a"HRDI-06/10-07(100)E"--P. 4.
320   $aIncludes bibliographical references (page 4).
606   $aHigh strength concrete bridges$xFloors$xEvaluation
606   $aHigh strength concrete$xEvaluation
606   $aConcrete slabs$xEvaluation
615  0$aHigh strength concrete bridges$xFloors$xEvaluation.
615  0$aHigh strength concrete$xEvaluation.
615  0$aConcrete slabs$xEvaluation.
712 02$aTurner-Fairbank Highway Research Center.
801  0$bGPO
801  1$bGPO
906   $aBOOK
912   $a9910697543903321
996   $aAnalysis of an ultra-high performance concrete two-way ribbed bridge deck slab$93151343
997   $aUNINA