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    Highway Bridge Type and Performance Patterns

    Source: Journal of Performance of Constructed Facilities:;1990:;Volume ( 004 ):;issue: 003
    Author:
    Kenneth F. Dunker
    ,
    Basile G. Rabbat
    DOI: 10.1061/(ASCE)0887-3828(1990)4:3(161)
    Publisher: American Society of Civil Engineers
    Abstract: National Bridge Inventory (NBI) data for bridges built from 1950 to 1987 were used to identify the 12 most common bridge types. Three of these types account for almost half of the bridges built in the United States during that period but have the highest percentages of structural deficiency as classified by Federal Highway Administration (FHWA) criteria. Many timber stringer and steel stringer bridges built during the 1980s already are classified as structurally deficient in the 1987 NBI. The most common deficiency on interstate bridges is the deck, whereas the most common deficiency on county bridges is the substructure. On the average, in a given state, the three most common bridge types account for two‐thirds of all bridges built within that state during the period 1950–1987. Data for six selected states show considerable variety in types of bridges built, percentages classified structurally deficient, and the most common deficiencies. Data for two adjacent states indicate differences in bridge performance, apparently influenced more by state policies than by climate and load capacity. The study raises questions regarding the effects of local practices on long‐term highway bridge performance.
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      Highway Bridge Type and Performance Patterns

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    http://yetl.yabesh.ir/yetl1/handle/yetl/43913
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    contributor authorKenneth F. Dunker
    contributor authorBasile G. Rabbat
    date accessioned2017-05-08T21:14:22Z
    date available2017-05-08T21:14:22Z
    date copyrightAugust 1990
    date issued1990
    identifier other%28asce%290887-3828%281990%294%3A3%28161%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43913
    description abstractNational Bridge Inventory (NBI) data for bridges built from 1950 to 1987 were used to identify the 12 most common bridge types. Three of these types account for almost half of the bridges built in the United States during that period but have the highest percentages of structural deficiency as classified by Federal Highway Administration (FHWA) criteria. Many timber stringer and steel stringer bridges built during the 1980s already are classified as structurally deficient in the 1987 NBI. The most common deficiency on interstate bridges is the deck, whereas the most common deficiency on county bridges is the substructure. On the average, in a given state, the three most common bridge types account for two‐thirds of all bridges built within that state during the period 1950–1987. Data for six selected states show considerable variety in types of bridges built, percentages classified structurally deficient, and the most common deficiencies. Data for two adjacent states indicate differences in bridge performance, apparently influenced more by state policies than by climate and load capacity. The study raises questions regarding the effects of local practices on long‐term highway bridge performance.
    publisherAmerican Society of Civil Engineers
    titleHighway Bridge Type and Performance Patterns
    typeJournal Paper
    journal volume4
    journal issue3
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)0887-3828(1990)4:3(161)
    treeJournal of Performance of Constructed Facilities:;1990:;Volume ( 004 ):;issue: 003
    contenttypeFulltext
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