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    Assessing Infrastructure Deficiencies: The Case of Highway Bridges

    Source: Journal of Infrastructure Systems:;1995:;Volume ( 001 ):;issue: 002
    Author:
    Kenneth F. Dunker
    ,
    Basile G. Rabbat
    DOI: 10.1061/(ASCE)1076-0342(1995)1:2(100)
    Publisher: American Society of Civil Engineers
    Abstract: This paper assesses deficiencies in highway bridges as a case study of the present state of an important segment of the nation's infrastructure. The National Bridge Inventory (NBI) contains a considerable amount of information about the characteristics of the U.S. highway bridge population. Condition ratings reflect physical deterioration due to environmental effects and traffic, and appraisal ratings indicate changes in traffic volume, existing load capacities, and compliance with safety standards related to bridge geometry and clearances. Expressed in percentages of bridge counts, the major deficiencies defined by low ratings rank as follows: deck geometry; structural evaluation; and conditions of substructure, superstructure and deck. Rank and percentages of deficiencies vary by superstructure material. Generally, structural deficiencies are lower for concrete bridges than for steel or timber bridges. Funding and maintenance policy differences among states and local governments are evident from the percentages of newly constructed or reconstructed bridges rated deficient and from the changes in the various deficiencies with age. The rates of increase with bridge age of the major deficiencies raise an interesting question: Are transportation growth and increase in vehicular loads more important than maintenance as causes of highway bridge deficiency or obsolescence?
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      Assessing Infrastructure Deficiencies: The Case of Highway Bridges

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    http://yetl.yabesh.ir/yetl1/handle/yetl/47986
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    contributor authorKenneth F. Dunker
    contributor authorBasile G. Rabbat
    date accessioned2017-05-08T21:21:00Z
    date available2017-05-08T21:21:00Z
    date copyrightJune 1995
    date issued1995
    identifier other%28asce%291076-0342%281995%291%3A2%28100%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/47986
    description abstractThis paper assesses deficiencies in highway bridges as a case study of the present state of an important segment of the nation's infrastructure. The National Bridge Inventory (NBI) contains a considerable amount of information about the characteristics of the U.S. highway bridge population. Condition ratings reflect physical deterioration due to environmental effects and traffic, and appraisal ratings indicate changes in traffic volume, existing load capacities, and compliance with safety standards related to bridge geometry and clearances. Expressed in percentages of bridge counts, the major deficiencies defined by low ratings rank as follows: deck geometry; structural evaluation; and conditions of substructure, superstructure and deck. Rank and percentages of deficiencies vary by superstructure material. Generally, structural deficiencies are lower for concrete bridges than for steel or timber bridges. Funding and maintenance policy differences among states and local governments are evident from the percentages of newly constructed or reconstructed bridges rated deficient and from the changes in the various deficiencies with age. The rates of increase with bridge age of the major deficiencies raise an interesting question: Are transportation growth and increase in vehicular loads more important than maintenance as causes of highway bridge deficiency or obsolescence?
    publisherAmerican Society of Civil Engineers
    titleAssessing Infrastructure Deficiencies: The Case of Highway Bridges
    typeJournal Paper
    journal volume1
    journal issue2
    journal titleJournal of Infrastructure Systems
    identifier doi10.1061/(ASCE)1076-0342(1995)1:2(100)
    treeJournal of Infrastructure Systems:;1995:;Volume ( 001 ):;issue: 002
    contenttypeFulltext
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