Optimized sections for high-strength concrete bridge girders : effect of deck concrete strength

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027 ⊔ ⊔ ‡aFHWA-HRT-05-058
035 ⊔ ⊔ ‡asdr-ucbk.b117065328
040 ⊔ ⊔ ‡aJCR ‡cJCR ‡dCBT
088 ⊔ ⊔ ‡aHRDI-06/10-06(750)E
090 ⊔ ⊔ ‡aTG335 ‡b.O62 2006
035 ⊔ ⊔ ‡a(OCoLC)82130792
245 0 0 ‡aOptimized sections for high-strength concrete bridge girders : ‡beffect of deck concrete strength.
246 3 0 ‡aEffect of deck concrete strength
260 ⊔ ⊔ ‡aMcLean, VA : ‡bTurner-Fairbank Highway Research Center, ‡c[2006]
300 ⊔ ⊔ ‡avii, 85 p. : ‡bill. ; ‡c28 cm.
500 ⊔ ⊔ ‡a"HRDI-06/10-06(750)E"--Back cover.
500 ⊔ ⊔ ‡a"FHWA-HRT-05-058"--Tech. report doc. page.
500 ⊔ ⊔ ‡a"October 2006."
500 ⊔ ⊔ ‡aCover title.
504 ⊔ ⊔ ‡aIncludes bibliographical references (p. 83-85).
513 ⊔ ⊔ ‡aEvaluation; ‡b1995-1997.
530 ⊔ ⊔ ‡aAlso available online from the FHWA website (http://www.fhwa.dot.gov/).
536 ⊔ ⊔ ‡aPerformed Turner-Fairbank Highway Research Center and sponsored by the Federal Highway Administration, Office of Research, Development, and Technology.
538 ⊔ ⊔ ‡aMode of access: Internet.
650 ⊔ 0 ‡aConcrete bridges ‡xFloors ‡xDesign and construction.
650 ⊔ 0 ‡aConcrete beams ‡xDesign and construction.
710 2 ⊔ ‡aTurner-Fairbank Highway Research Center.
710 1 ⊔ ‡aUnited States. ‡bFederal Highway Administration. ‡bOffice of Research, Development, and Technology.
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