Show simple item record

contributor authorTimothy D. Stark
contributor authorRahim Benekohal
contributor authorLarry A. Fahnestock
contributor authorJames M. LaFave
contributor authorJiajun He
contributor authorCody Wittenkeller
date accessioned2017-12-30T12:59:07Z
date available2017-12-30T12:59:07Z
date issued2016
identifier other%28ASCE%29CF.1943-5509.0000913.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4244174
description abstractOn May 23, 2013, a truck-tractor with a flatbed semitrailer hauling an oversized container was traveling south on Interstate 5 (I-5) near Mount Vernon, Washington. While crossing the Skagit River, the oversized container struck portions of the through-truss bridge, which resulted in a 49-m (160-ft) simple-span section of the 339-m (1,112-ft) bridge collapsing into the river. This collapse occurred even though the oversized container had a permit authorizing the travel route and was being escorted by a pilot vehicle. This paper (1) identifies some key transportation issues related to this scenario, e.g., permitting, route databases, signage, buffer between posted and actual clearance, insurance coverage, and pilot car requirements/operation; and (2) presents a structural analysis of the impact that provides insight into the truss design, damage sequence, failure mode, and potential techniques to increase the robustness of this class of bridge.
publisherAmerican Society of Civil Engineers
titleI-5 Skagit River Bridge Collapse Review
typeJournal Paper
journal volume30
journal issue6
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)CF.1943-5509.0000913
page04016061
treeJournal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 006
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record