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    Failure of Lacey V. Murrow Floating Bridge, Seattle, Washington

    Source: Journal of Performance of Constructed Facilities:;1995:;Volume ( 009 ):;issue: 001
    Author:
    Donald O. Dusenberry
    ,
    Mehdi S. Zarghamee
    ,
    Atis A. Liepins
    ,
    Rene W. Luft
    ,
    Frank W. Kan
    DOI: 10.1061/(ASCE)0887-3828(1995)9:1(4)
    Publisher: American Society of Civil Engineers
    Abstract: In November of 1990, approximately 850 m (2,800 ft) of the 2020 m (6,620 ft) long Lacey V. Murrow Bridge (LVMB), a 50-year-old floating concrete bridge over Lake Washington near Seattle, sank after a major storm. The bridge had been closed for renovations for several months when it sank; there were many structural changes and interim conditions which affected the performance of the bridge. The investigation described herein identifies the most probable causes of the failure. The primary cause of the sinking of the LVMB was water that accumulated in the bridge during renovation. Hydrodemolition, rain, and wave splash water entered through construction openings and severed roadway drains. The cause of the failure was unrelated to strength reductions caused by the openings, and the age and condition of the bridge were of minor significance.
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      Failure of Lacey V. Murrow Floating Bridge, Seattle, Washington

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    http://yetl.yabesh.ir/yetl1/handle/yetl/44044
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    contributor authorDonald O. Dusenberry
    contributor authorMehdi S. Zarghamee
    contributor authorAtis A. Liepins
    contributor authorRene W. Luft
    contributor authorFrank W. Kan
    date accessioned2017-05-08T21:14:35Z
    date available2017-05-08T21:14:35Z
    date copyrightFebruary 1995
    date issued1995
    identifier other%28asce%290887-3828%281995%299%3A1%284%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44044
    description abstractIn November of 1990, approximately 850 m (2,800 ft) of the 2020 m (6,620 ft) long Lacey V. Murrow Bridge (LVMB), a 50-year-old floating concrete bridge over Lake Washington near Seattle, sank after a major storm. The bridge had been closed for renovations for several months when it sank; there were many structural changes and interim conditions which affected the performance of the bridge. The investigation described herein identifies the most probable causes of the failure. The primary cause of the sinking of the LVMB was water that accumulated in the bridge during renovation. Hydrodemolition, rain, and wave splash water entered through construction openings and severed roadway drains. The cause of the failure was unrelated to strength reductions caused by the openings, and the age and condition of the bridge were of minor significance.
    publisherAmerican Society of Civil Engineers
    titleFailure of Lacey V. Murrow Floating Bridge, Seattle, Washington
    typeJournal Paper
    journal volume9
    journal issue1
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)0887-3828(1995)9:1(4)
    treeJournal of Performance of Constructed Facilities:;1995:;Volume ( 009 ):;issue: 001
    contenttypeFulltext
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