LEADER 02111oam 2200637Ia 450 001 9910704907403321 005 20140611093141.0 035 $a(CKB)5470000002446676 035 $a(OCoLC)416752668 035 $a(OCoLC)995470000002446676 035 $a(EXLCZ)995470000002446676 100 $a20090626d2009 ua 0 101 0 $aeng 135 $aurcn||||||||| 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 10$aRoadway network productivity assessment$b[electronic resource] $esystem-wide analysis under variant travel demand /$fSoojung Jung, Karl Wunderlich 210 1$aWashington, D.C. :$cU.S. Dept. of Transportation, Federal Highway Administration,$d2008. 215 $a1 online resource (vi, 20 pages) $ccolor illustrations, map 300 $aTitle from PDF title page (viewed on June 26, 2009). 300 $a"November 2008." 300 $a"FHWA-HOP-09-019." 300 $a"Final report." 320 $aIncludes bibliographical references (page 20). 517 $aRoadway network productivity assessment 606 $aHighway capacity$zIllinois$zChicago 606 $aHighway capacity$zCalifornia$zLos Angeles 606 $aTraffic flow$zIllinois$zChicago 606 $aTraffic flow$zCalifornia$zLos Angeles 606 $aHighway capacity$2fast 606 $aTraffic flow$2fast 607 $aCalifornia$zLos Angeles$2fast 607 $aIllinois$zChicago$2fast 615 0$aHighway capacity 615 0$aHighway capacity 615 0$aTraffic flow 615 0$aTraffic flow 615 7$aHighway capacity. 615 7$aTraffic flow. 700 $aJung$b Soojung$01395054 701 $aWunderlich$b Karl$01395055 712 02$aUnited States.$bFederal Highway Administration. 712 02$aNoblis (Firm) 801 0$bCBT 801 1$bCBT 801 2$bCBT 801 2$bFHATR 801 2$bOCLCQ 801 2$bOCLCA 801 2$bOCLCF 801 2$bGPO 906 $aBOOK 912 $a9910704907403321 996 $aRoadway network productivity assessment$93453026 997 $aUNINA LEADER 02087nam 2200469I 450 001 9910709685903321 005 20180521150706.0 035 $a(CKB)5470000002471374 035 $a(OCoLC)1037001272 035 $a(EXLCZ)995470000002471374 100 $a20180521j199812 ua 0 101 0 $aeng 135 $aur||||||||||| 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 12$aA new development length equation for pretensioned strands in bridge beams and piles /$fauthor Susan N. Lane 210 1$aMcLean, VA :$cU.S. Department of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center,$dDecember 1998. 215 $a1 online resource (143 unnumbered pages) $cillustrations 300 $a"December 1998." 300 $a"Publication no. FHWA-RD-98-116." 300 $a"Performing organization: Structures Division, Federal Highway Administration"--Technical report documentation page. 300 $a"Sponsoring agency: Office of Engineering R & D, Federal Highway Administration"--Technical report documentation page. 300 $aIncludes appendixes. 320 $aIncludes bibliographical references (pages 119-123). 606 $aConcrete bridges$zUnited States$xDesign and construction 606 $aConcrete piling$xDesign and construction 606 $aPrestressed concrete beams 606 $aPrestressed concrete construction 615 0$aConcrete bridges$xDesign and construction. 615 0$aConcrete piling$xDesign and construction. 615 0$aPrestressed concrete beams. 615 0$aPrestressed concrete construction. 700 $aLane$b Susan N.$01422058 712 02$aUnited States.$bFederal Highway Administration.$bOffices of Research and Development, 712 02$aTurner-Fairbank Highway Research Center, 801 0$bGPO 801 1$bGPO 906 $aBOOK 912 $a9910709685903321 996 $aA new development length equation for pretensioned strands in bridge beams and piles$93545186 997 $aUNINA