Houston ship channel bridge

dc.acquisition-srcDownloaded from-Engineering Village 2en_US
dc.call-noen_US
dc.contract-noen_US
dc.contributor.authorKopetz MJen_US
dc.contributor.otheren_US
dc.date.accessioned2010-02-15T17:16:11Z
dc.date.available2010-02-15T17:16:11Z
dc.date.issued1982en_US
dc.degreeen_US
dc.description104-107en_US
dc.description-otheren_US
dc.description.abstractDesign and construction of a new 2-mile bridge across the Houston Ship Channel to alleviate traffic congestion in the highly industrialized channel corridor where only one of the four existing channel crossings does not restrict vehicle size or type of cargo was discussed. Based on the considerations of maintenance, construction feasibility, and construction scheduling, it was recommended that the prestressed concrete segmental box girder be used for the main channel spansen_US
dc.description.urihttp://gbic.tamug.edu/request.htmen_US
dc.historyen_US
dc.identifier.urihttp://hdl.handle.net/1969.3/23314
dc.latitudeen_US
dc.locationen_US
dc.longitudeen_US
dc.notesCompilation and indexing terms, Copyright 2004 Elsevier Engineering Information, Incen_US
dc.placeen_US
dc.publisheren_US
dc.relation.ispartofseries50912.00en_US
dc.relation.urien_US
dc.scaleen_US
dc.seriesen_US
dc.subjectBRIDGES,BOX GIRDERen_US
dc.subjectBRIDGES,CONCRETEen_US
dc.subjectBRIDGES,HIGHWAYen_US
dc.subjectCONCRETE CONSTRUCTION - Prestressingen_US
dc.subjectConstructionen_US
dc.subjectMaintenanceen_US
dc.titleHouston ship channel bridgeen_US
dc.typeJournalen_US
dc.universityen_US
dc.vol-issue74(478)en_US
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