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    Replacement of Pontesei Bridge, Italy

    Source: Journal of Bridge Engineering:;2004:;Volume ( 009 ):;issue: 005
    Author:
    Armando Mammino
    ,
    Fulvio Tonon
    DOI: 10.1061/(ASCE)1084-0702(2004)9:5(480)
    Publisher: American Society of Civil Engineers
    Abstract: Pontesei Dam is a major concrete dam built after World War II across the canyon of Maè Creek (Valle di Zoldo) in the Italian Eastern Alps. Just upstream from the dam, a gully discharges water from steep mountains. The only road serving the dam and the entire valley upstream of the dam runs along the mountainside and crosses the gully. In 1959, an exceptionally rainy season caused a flood, which destroyed the bridge. A temporary Bailey bridge was subsequently built by the army, but in 1990 it was decided to design a new bridge. The main challenges posed to the designer included building the new deck and the abutments underneath the Bailey bridge without disrupting traffic, hoisting the deck just to the bottom of the Bailey bridge, and finally substituting the new deck for the Bailey bridge in one day. Other problems included the instability of the rock mass at the abutments and the gravitative convergence of the two sides of the gully. This paper describes the design, construction, and testing of the bridge replacement and the bridge abutments.
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      Replacement of Pontesei Bridge, Italy

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    http://yetl.yabesh.ir/yetl1/handle/yetl/71212
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    contributor authorArmando Mammino
    contributor authorFulvio Tonon
    date accessioned2017-05-08T22:05:45Z
    date available2017-05-08T22:05:45Z
    date copyrightSeptember 2004
    date issued2004
    identifier other23467988.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/71212
    description abstractPontesei Dam is a major concrete dam built after World War II across the canyon of Maè Creek (Valle di Zoldo) in the Italian Eastern Alps. Just upstream from the dam, a gully discharges water from steep mountains. The only road serving the dam and the entire valley upstream of the dam runs along the mountainside and crosses the gully. In 1959, an exceptionally rainy season caused a flood, which destroyed the bridge. A temporary Bailey bridge was subsequently built by the army, but in 1990 it was decided to design a new bridge. The main challenges posed to the designer included building the new deck and the abutments underneath the Bailey bridge without disrupting traffic, hoisting the deck just to the bottom of the Bailey bridge, and finally substituting the new deck for the Bailey bridge in one day. Other problems included the instability of the rock mass at the abutments and the gravitative convergence of the two sides of the gully. This paper describes the design, construction, and testing of the bridge replacement and the bridge abutments.
    publisherAmerican Society of Civil Engineers
    titleReplacement of Pontesei Bridge, Italy
    typeJournal Paper
    journal volume9
    journal issue5
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)1084-0702(2004)9:5(480)
    treeJournal of Bridge Engineering:;2004:;Volume ( 009 ):;issue: 005
    contenttypeFulltext
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