I-5 Skagit River Bridge Collapse ReviewSource: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 006Author:Timothy D. Stark
,
Rahim Benekohal
,
Larry A. Fahnestock
,
James M. LaFave
,
Jiajun He
,
Cody Wittenkeller
DOI: 10.1061/(ASCE)CF.1943-5509.0000913Publisher: American Society of Civil Engineers
Abstract: On 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.
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| contributor author | Timothy D. Stark | |
| contributor author | Rahim Benekohal | |
| contributor author | Larry A. Fahnestock | |
| contributor author | James M. LaFave | |
| contributor author | Jiajun He | |
| contributor author | Cody Wittenkeller | |
| date accessioned | 2017-12-30T12:59:07Z | |
| date available | 2017-12-30T12:59:07Z | |
| date issued | 2016 | |
| identifier other | %28ASCE%29CF.1943-5509.0000913.pdf | |
| identifier uri | http://138.201.223.254:8080/yetl1/handle/yetl/4244174 | |
| description abstract | On 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. | |
| publisher | American Society of Civil Engineers | |
| title | I-5 Skagit River Bridge Collapse Review | |
| type | Journal Paper | |
| journal volume | 30 | |
| journal issue | 6 | |
| journal title | Journal of Performance of Constructed Facilities | |
| identifier doi | 10.1061/(ASCE)CF.1943-5509.0000913 | |
| page | 04016061 | |
| tree | Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 006 | |
| contenttype | Fulltext |