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dc.contributor.authorRichard M. Bennett
dc.contributor.authorMark L. Hufstetler
dc.contributor.authorMartha Carver
dc.date.accessioned2017-05-08T21:20:23Z
dc.date.available2017-05-08T21:20:23Z
dc.date.copyrightApril 2002
dc.date.issued2002
dc.identifier.other%28asce%291052-3928%282002%29128%3A2%2883%29.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/47582
dc.description.abstractThe first prestressed segmental concrete bridge in the United States opened to traffic was a small bridge in Madison County, Tennessee. The bridge was constructed using prestressed concrete segments and was opened to traffic in October 1950. Prestressed concrete beams were placed side by side to form the superstructure of the bridge. The construction of this bridge and several other similar prestressed concrete bridges are described herein. The existing condition of eleven prestressed concrete bridges remaining in Tennessee is given. Only minor spalling, leaching, and horizontal cracking are present in the superstructure after fifty years of service. Many of the design features introduced in this design can be found in today’s modern precast segmental concrete bridges.
dc.publisherAmerican Society of Civil Engineers
dc.title50-Year-Old Prestressed Segmental Concrete Bridges
dc.typeJournal Paper
dc.journal.volume128
dc.journal.issue2
dc.journal.titleJournal of Professional Issues in Engineering Education and Practice
dc.identifier.doi10.1061/(ASCE)1052-3928(2002)128:2(83)
dc.treeJournal of Professional Issues in Engineering Education and Practice:;2002:;Volume ( 128 ):;issue: 002
dc.contenttypeFulltext


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