1-5 Skagit River bridge collapse review
On May 23, 2013, a truck-tractor with a flatbed semitrailer hauling an oversized container was traveling south on Interstate 5 (1-5) 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)...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Stark, Timothy D [verfasserIn] |
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| Format: |
Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2016 |
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| Rechteinformationen: |
Nutzungsrecht: © COPYRIGHT 2016 American Society of Civil Engineers |
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| Schlagwörter: |
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| Übergeordnetes Werk: |
Enthalten in: Journal of performance of constructed facilities - Reston, Va. : Soc., 1987, 30(2016), 6 |
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| Übergeordnetes Werk: |
volume:30 ; year:2016 ; number:6 |
| Links: |
|---|
| DOI / URN: |
10.1061/(ASCE)CF.19435509.0000913 |
|---|
| Katalog-ID: |
OLC1988942179 |
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| 520 | |a On May 23, 2013, a truck-tractor with a flatbed semitrailer hauling an oversized container was traveling south on Interstate 5 (1-5) 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. DOI: 10.1061/(ASCE)CF.19435509.0000913. | ||
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| 650 | 4 | |a Bridge failures | |
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| 650 | 4 | |a Methods | |
| 650 | 4 | |a Research | |
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| 700 | 1 | |a Benekohal, Rahim |4 oth | |
| 700 | 1 | |a Fahnestock, Larry A |4 oth | |
| 700 | 1 | |a LaFave, James M |4 oth | |
| 700 | 1 | |a He, Jiajun |4 oth | |
| 700 | 1 | |a Wittenkeller, Cody |4 oth | |
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10.1061/(ASCE)CF.19435509.0000913 doi PQ20170301 (DE-627)OLC1988942179 (DE-599)GBVOLC1988942179 (PRQ)gale_infotrac_4736920390 (KEY)015994452016000003000060000015skagitriverbridgecollapsereview DE-627 ger DE-627 rakwb eng 690 DE-600 Stark, Timothy D verfasserin aut 1-5 Skagit River bridge collapse review 2016 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier On May 23, 2013, a truck-tractor with a flatbed semitrailer hauling an oversized container was traveling south on Interstate 5 (1-5) 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. DOI: 10.1061/(ASCE)CF.19435509.0000913. Nutzungsrecht: © COPYRIGHT 2016 American Society of Civil Engineers Dynamic testing Bridge failures Washington Materials Methods Research Engineering research Benekohal, Rahim oth Fahnestock, Larry A oth LaFave, James M oth He, Jiajun oth Wittenkeller, Cody oth Enthalten in Journal of performance of constructed facilities Reston, Va. : Soc., 1987 30(2016), 6 (DE-627)13041235X (DE-600)622955-4 (DE-576)015915379 0887-3828 nnns volume:30 year:2016 number:6 http://dx.doi.org/10.1061/(ASCE)CF.19435509.0000913 Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_70 GBV_ILN_2006 GBV_ILN_4700 AR 30 2016 6 |
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10.1061/(ASCE)CF.19435509.0000913 doi PQ20170301 (DE-627)OLC1988942179 (DE-599)GBVOLC1988942179 (PRQ)gale_infotrac_4736920390 (KEY)015994452016000003000060000015skagitriverbridgecollapsereview DE-627 ger DE-627 rakwb eng 690 DE-600 Stark, Timothy D verfasserin aut 1-5 Skagit River bridge collapse review 2016 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier On May 23, 2013, a truck-tractor with a flatbed semitrailer hauling an oversized container was traveling south on Interstate 5 (1-5) 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. DOI: 10.1061/(ASCE)CF.19435509.0000913. Nutzungsrecht: © COPYRIGHT 2016 American Society of Civil Engineers Dynamic testing Bridge failures Washington Materials Methods Research Engineering research Benekohal, Rahim oth Fahnestock, Larry A oth LaFave, James M oth He, Jiajun oth Wittenkeller, Cody oth Enthalten in Journal of performance of constructed facilities Reston, Va. : Soc., 1987 30(2016), 6 (DE-627)13041235X (DE-600)622955-4 (DE-576)015915379 0887-3828 nnns volume:30 year:2016 number:6 http://dx.doi.org/10.1061/(ASCE)CF.19435509.0000913 Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_70 GBV_ILN_2006 GBV_ILN_4700 AR 30 2016 6 |
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10.1061/(ASCE)CF.19435509.0000913 doi PQ20170301 (DE-627)OLC1988942179 (DE-599)GBVOLC1988942179 (PRQ)gale_infotrac_4736920390 (KEY)015994452016000003000060000015skagitriverbridgecollapsereview DE-627 ger DE-627 rakwb eng 690 DE-600 Stark, Timothy D verfasserin aut 1-5 Skagit River bridge collapse review 2016 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier On May 23, 2013, a truck-tractor with a flatbed semitrailer hauling an oversized container was traveling south on Interstate 5 (1-5) 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. DOI: 10.1061/(ASCE)CF.19435509.0000913. Nutzungsrecht: © COPYRIGHT 2016 American Society of Civil Engineers Dynamic testing Bridge failures Washington Materials Methods Research Engineering research Benekohal, Rahim oth Fahnestock, Larry A oth LaFave, James M oth He, Jiajun oth Wittenkeller, Cody oth Enthalten in Journal of performance of constructed facilities Reston, Va. : Soc., 1987 30(2016), 6 (DE-627)13041235X (DE-600)622955-4 (DE-576)015915379 0887-3828 nnns volume:30 year:2016 number:6 http://dx.doi.org/10.1061/(ASCE)CF.19435509.0000913 Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_70 GBV_ILN_2006 GBV_ILN_4700 AR 30 2016 6 |
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10.1061/(ASCE)CF.19435509.0000913 doi PQ20170301 (DE-627)OLC1988942179 (DE-599)GBVOLC1988942179 (PRQ)gale_infotrac_4736920390 (KEY)015994452016000003000060000015skagitriverbridgecollapsereview DE-627 ger DE-627 rakwb eng 690 DE-600 Stark, Timothy D verfasserin aut 1-5 Skagit River bridge collapse review 2016 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier On May 23, 2013, a truck-tractor with a flatbed semitrailer hauling an oversized container was traveling south on Interstate 5 (1-5) 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. DOI: 10.1061/(ASCE)CF.19435509.0000913. Nutzungsrecht: © COPYRIGHT 2016 American Society of Civil Engineers Dynamic testing Bridge failures Washington Materials Methods Research Engineering research Benekohal, Rahim oth Fahnestock, Larry A oth LaFave, James M oth He, Jiajun oth Wittenkeller, Cody oth Enthalten in Journal of performance of constructed facilities Reston, Va. : Soc., 1987 30(2016), 6 (DE-627)13041235X (DE-600)622955-4 (DE-576)015915379 0887-3828 nnns volume:30 year:2016 number:6 http://dx.doi.org/10.1061/(ASCE)CF.19435509.0000913 Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_70 GBV_ILN_2006 GBV_ILN_4700 AR 30 2016 6 |
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10.1061/(ASCE)CF.19435509.0000913 doi PQ20170301 (DE-627)OLC1988942179 (DE-599)GBVOLC1988942179 (PRQ)gale_infotrac_4736920390 (KEY)015994452016000003000060000015skagitriverbridgecollapsereview DE-627 ger DE-627 rakwb eng 690 DE-600 Stark, Timothy D verfasserin aut 1-5 Skagit River bridge collapse review 2016 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier On May 23, 2013, a truck-tractor with a flatbed semitrailer hauling an oversized container was traveling south on Interstate 5 (1-5) 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. DOI: 10.1061/(ASCE)CF.19435509.0000913. Nutzungsrecht: © COPYRIGHT 2016 American Society of Civil Engineers Dynamic testing Bridge failures Washington Materials Methods Research Engineering research Benekohal, Rahim oth Fahnestock, Larry A oth LaFave, James M oth He, Jiajun oth Wittenkeller, Cody oth Enthalten in Journal of performance of constructed facilities Reston, Va. : Soc., 1987 30(2016), 6 (DE-627)13041235X (DE-600)622955-4 (DE-576)015915379 0887-3828 nnns volume:30 year:2016 number:6 http://dx.doi.org/10.1061/(ASCE)CF.19435509.0000913 Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_70 GBV_ILN_2006 GBV_ILN_4700 AR 30 2016 6 |
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1-5 Skagit River bridge collapse review |
| abstract |
On May 23, 2013, a truck-tractor with a flatbed semitrailer hauling an oversized container was traveling south on Interstate 5 (1-5) 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. DOI: 10.1061/(ASCE)CF.19435509.0000913. |
| abstractGer |
On May 23, 2013, a truck-tractor with a flatbed semitrailer hauling an oversized container was traveling south on Interstate 5 (1-5) 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. DOI: 10.1061/(ASCE)CF.19435509.0000913. |
| abstract_unstemmed |
On May 23, 2013, a truck-tractor with a flatbed semitrailer hauling an oversized container was traveling south on Interstate 5 (1-5) 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. DOI: 10.1061/(ASCE)CF.19435509.0000913. |
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| container_issue |
6 |
| title_short |
1-5 Skagit River bridge collapse review |
| url |
http://dx.doi.org/10.1061/(ASCE)CF.19435509.0000913 |
| remote_bool |
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| author2 |
Benekohal, Rahim Fahnestock, Larry A LaFave, James M He, Jiajun Wittenkeller, Cody |
| author2Str |
Benekohal, Rahim Fahnestock, Larry A LaFave, James M He, Jiajun Wittenkeller, Cody |
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| doi_str |
10.1061/(ASCE)CF.19435509.0000913 |
| up_date |
2024-07-03T19:47:52.141Z |
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