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    Poughkeepsie Bridge: Its Birth, Abandonment, and Rebirth

    Source: Journal of Bridge Engineering:;2009:;Volume ( 014 ):;issue: 006
    Author:
    Francis E. Griggs Jr.
    DOI: 10.1061/(ASCE)BE.1943-5592.0000008
    Publisher: American Society of Civil Engineers
    Abstract: When opened the Poughkeepsie Bridge incorporated the longest span—548 ft—cantilever in the world; the longest simple span, 525 ft; and its overall length, 6,767 ft, was for a short time the longest bridge in the world. Between 1871 and 1889, its opening, some of the leading engineers and railroad men had been involved in its planning and design including three future presidents of ASCE. Construction is currently under way to convert the bridge to a pedestrian/bicycle pathway across the Hudson River.
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      Poughkeepsie Bridge: Its Birth, Abandonment, and Rebirth

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    https://yetl.yabesh.ir/yetl1/handle/yetl/56555
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    • Journal of Bridge Engineering

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    contributor authorFrancis E. Griggs Jr.
    date accessioned2017-05-08T21:34:42Z
    date available2017-05-08T21:34:42Z
    date copyrightNovember 2009
    date issued2009
    identifier other%28asce%29be%2E1943-5592%2E0000010.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/56555
    description abstractWhen opened the Poughkeepsie Bridge incorporated the longest span—548 ft—cantilever in the world; the longest simple span, 525 ft; and its overall length, 6,767 ft, was for a short time the longest bridge in the world. Between 1871 and 1889, its opening, some of the leading engineers and railroad men had been involved in its planning and design including three future presidents of ASCE. Construction is currently under way to convert the bridge to a pedestrian/bicycle pathway across the Hudson River.
    publisherAmerican Society of Civil Engineers
    titlePoughkeepsie Bridge: Its Birth, Abandonment, and Rebirth
    typeJournal Paper
    journal volume14
    journal issue6
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)BE.1943-5592.0000008
    treeJournal of Bridge Engineering:;2009:;Volume ( 014 ):;issue: 006
    contenttypeFulltext
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