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    Segmental Cantilever Bridge Construction Case Study

    Source: Journal of Construction Engineering and Management:;1997:;Volume ( 123 ):;issue: 001
    Author:
    Paul E. Mondorf
    ,
    John A. Kuprenas
    ,
    Elias N. Kordahi
    DOI: 10.1061/(ASCE)0733-9364(1997)123:1(79)
    Publisher: American Society of Civil Engineers
    Abstract: The cast-in-place segmental cantilever construction method, further to its well-known advantages for long span bridge construction in general, does provide appropriate means to satisfy local needs for relatively long spans in an urban environment, practically without infringing on traffic or property below. Detailed are the structural considerations and construction challenges in the use of segmental cantilever bridges in two such urban environment cases for the Los Angeles County Metropolitan Transit Authority Metro Rail System. The Kramer Bridge is a continuous four-span box girder bridge 189 m (620 ft) long spanning over what previously was a hazardous-waste site. The Rosecrans Bridge is a continuous three-span box girder bridge 204 m (670 ft) long spanning diagonally over a busy city intersection. Despite difficulties experienced in the piling, cantilever, alignment, and closure operations, the cast-in-place segmental cantilever construction method allowed fast and economically competitive construction of two aesthetically pleasing structures.
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      Segmental Cantilever Bridge Construction Case Study

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/84179
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    • Journal of Construction Engineering and Management

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    contributor authorPaul E. Mondorf
    contributor authorJohn A. Kuprenas
    contributor authorElias N. Kordahi
    date accessioned2017-05-08T22:37:32Z
    date available2017-05-08T22:37:32Z
    date copyrightMarch 1997
    date issued1997
    identifier other%28asce%290733-9364%281997%29123%3A1%2879%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84179
    description abstractThe cast-in-place segmental cantilever construction method, further to its well-known advantages for long span bridge construction in general, does provide appropriate means to satisfy local needs for relatively long spans in an urban environment, practically without infringing on traffic or property below. Detailed are the structural considerations and construction challenges in the use of segmental cantilever bridges in two such urban environment cases for the Los Angeles County Metropolitan Transit Authority Metro Rail System. The Kramer Bridge is a continuous four-span box girder bridge 189 m (620 ft) long spanning over what previously was a hazardous-waste site. The Rosecrans Bridge is a continuous three-span box girder bridge 204 m (670 ft) long spanning diagonally over a busy city intersection. Despite difficulties experienced in the piling, cantilever, alignment, and closure operations, the cast-in-place segmental cantilever construction method allowed fast and economically competitive construction of two aesthetically pleasing structures.
    publisherAmerican Society of Civil Engineers
    titleSegmental Cantilever Bridge Construction Case Study
    typeJournal Paper
    journal volume123
    journal issue1
    journal titleJournal of Construction Engineering and Management
    identifier doi10.1061/(ASCE)0733-9364(1997)123:1(79)
    treeJournal of Construction Engineering and Management:;1997:;Volume ( 123 ):;issue: 001
    contenttypeFulltext
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