Concrete box girder sets U.S. record
dc.acquisition-src | Downloaded from-Engineering Village 2 | en_US |
dc.call-no | en_US | |
dc.contract-no | en_US | |
dc.contributor.author | Anon | en_US |
dc.contributor.other | en_US | |
dc.date.accessioned | 2010-02-15T17:15:46Z | |
dc.date.available | 2010-02-15T17:15:46Z | |
dc.date.issued | 1983 | en_US |
dc.degree | en_US | |
dc.description | 115-116 | en_US |
dc.description-other | en_US | |
dc.description.abstract | The paper reports on the design and construction of a post-tensioned highway bridge that spans 750 feet over busy Houston, Texas Ship Channel. The center span is flanked by two 375-foot spans to create a 1500-foot main structure, which forms part of a 4. 2-mile link between two major highways east of Houston. Strand tendons were used for vertical and transverse prestress instead of post-tensioning bars | en_US |
dc.description.uri | http://gbic.tamug.edu/request.htm | en_US |
dc.history | en_US | |
dc.identifier.uri | http://hdl.handle.net/1969.3/23255 | |
dc.latitude | en_US | |
dc.location | en_US | |
dc.longitude | en_US | |
dc.notes | Compilation and indexing terms, Copyright 2004 Elsevier Engineering Information, Inc | en_US |
dc.place | en_US | |
dc.publisher | en_US | |
dc.relation.ispartofseries | 50840.00 | en_US |
dc.relation.uri | en_US | |
dc.scale | en_US | |
dc.series | en_US | |
dc.subject | BRIDGES,BOX GIRDER - Construction | en_US |
dc.subject | BRIDGES,HIGHWAY | en_US |
dc.subject | Construction | en_US |
dc.subject | Texas | en_US |
dc.title | Concrete box girder sets U.S. record | en_US |
dc.type | Journal | en_US |
dc.university | en_US | |
dc.vol-issue | 28(2) | en_US |