Structural Testing of Prestressed Concrete Girders from the Lake View Drive Bridge

dc.contributor.author	Kent A. Harries
dc.date.accessioned	2017-05-08T21:25:51Z
dc.date.available	2017-05-08T21:25:51Z
dc.date.copyright	March 2009
dc.date.issued	2009
dc.identifier.other	%28asce%291084-0702%282009%2914%3A2%2878%29.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/51181
dc.description.abstract	On the evening of December 27, 2005, the fascia beam supporting the east-side parapet wall of the third span of the Lake View Drive Bridge failed under the action of dead load. This paper describes the structural testing and posttest forensic examination of two girders recovered from the partially collapsed Lake View Drive Bridge. The objective of this paper is to describe the tests conducted and report the observations. An interior and an exterior prestressed concrete adjacent box girder were tested to failure in flexure. Prior to testing, an extensive visual inspection was conducted to assess the extant condition of the
dc.publisher	American Society of Civil Engineers
dc.title	Structural Testing of Prestressed Concrete Girders from the Lake View Drive Bridge
dc.type	Journal Paper
dc.journal.volume	14
dc.journal.issue	2
dc.journal.title	Journal of Bridge Engineering
dc.identifier.doi	10.1061/(ASCE)1084-0702(2009)14:2(78)
dc.tree	Journal of Bridge Engineering:;2009:;Volume ( 014 ):;issue: 002
dc.contenttype	Fulltext