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    50-Year-Old Prestressed Segmental Concrete Bridges

    Source: Journal of Professional Issues in Engineering Education and Practice:;2002:;Volume ( 128 ):;issue: 002
    Author:
    Richard M. Bennett
    ,
    Mark L. Hufstetler
    ,
    Martha Carver
    DOI: 10.1061/(ASCE)1052-3928(2002)128:2(83)
    Publisher: American Society of Civil Engineers
    Abstract: The first prestressed segmental concrete bridge in the United States opened to traffic was a small bridge in Madison County, Tennessee. The bridge was constructed using prestressed concrete segments and was opened to traffic in October 1950. Prestressed concrete beams were placed side by side to form the superstructure of the bridge. The construction of this bridge and several other similar prestressed concrete bridges are described herein. The existing condition of eleven prestressed concrete bridges remaining in Tennessee is given. Only minor spalling, leaching, and horizontal cracking are present in the superstructure after fifty years of service. Many of the design features introduced in this design can be found in today’s modern precast segmental concrete bridges.
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      50-Year-Old Prestressed Segmental Concrete Bridges

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    contributor authorRichard M. Bennett
    contributor authorMark L. Hufstetler
    contributor authorMartha Carver
    date accessioned2017-05-08T21:20:23Z
    date available2017-05-08T21:20:23Z
    date copyrightApril 2002
    date issued2002
    identifier other%28asce%291052-3928%282002%29128%3A2%2883%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/47582
    description abstractThe first prestressed segmental concrete bridge in the United States opened to traffic was a small bridge in Madison County, Tennessee. The bridge was constructed using prestressed concrete segments and was opened to traffic in October 1950. Prestressed concrete beams were placed side by side to form the superstructure of the bridge. The construction of this bridge and several other similar prestressed concrete bridges are described herein. The existing condition of eleven prestressed concrete bridges remaining in Tennessee is given. Only minor spalling, leaching, and horizontal cracking are present in the superstructure after fifty years of service. Many of the design features introduced in this design can be found in today’s modern precast segmental concrete bridges.
    publisherAmerican Society of Civil Engineers
    title50-Year-Old Prestressed Segmental Concrete Bridges
    typeJournal Paper
    journal volume128
    journal issue2
    journal titleJournal of Professional Issues in Engineering Education and Practice
    identifier doi10.1061/(ASCE)1052-3928(2002)128:2(83)
    treeJournal of Professional Issues in Engineering Education and Practice:;2002:;Volume ( 128 ):;issue: 002
    contenttypeFulltext
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