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    Ground-Penetrating Radar for Network-Level Concrete Deck Repair Management

    Source: Journal of Transportation Engineering, Part A: Systems:;2000:;Volume ( 126 ):;issue: 003
    Author:
    Christopher L. Barnes
    ,
    Jean-François Trottier
    DOI: 10.1061/(ASCE)0733-947X(2000)126:3(257)
    Publisher: American Society of Civil Engineers
    Abstract: The lack of an effective bridge deck condition assessment tool prompted a collaborative research program between Dalhousie University DalTech and the Nova Scotia Department of Transportation and Public Works to assess the accuracy and variability of ground-penetrating radar (GPR) for asphalt-covered, reinforced-concrete bridge deck deterioration estimates. The quantity and location of GPR-predicted deterioration on nine bridge decks was compared to actual deterioration detected using the half-cell potential and chain drag survey methods. Good spatial correlation and excellent quantitative correlation were observed between the GPR predictions and the actual deterioration found on the nine decks. These findings have demonstrated that GPR can provide management with a valuable tool for estimating deck repair quantities and prioritization of potential repair candidates on a network level.
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      Ground-Penetrating Radar for Network-Level Concrete Deck Repair Management

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    contributor authorChristopher L. Barnes
    contributor authorJean-François Trottier
    date accessioned2017-05-08T21:03:55Z
    date available2017-05-08T21:03:55Z
    date copyrightMay 2000
    date issued2000
    identifier other%28asce%290733-947x%282000%29126%3A3%28257%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37269
    description abstractThe lack of an effective bridge deck condition assessment tool prompted a collaborative research program between Dalhousie University DalTech and the Nova Scotia Department of Transportation and Public Works to assess the accuracy and variability of ground-penetrating radar (GPR) for asphalt-covered, reinforced-concrete bridge deck deterioration estimates. The quantity and location of GPR-predicted deterioration on nine bridge decks was compared to actual deterioration detected using the half-cell potential and chain drag survey methods. Good spatial correlation and excellent quantitative correlation were observed between the GPR predictions and the actual deterioration found on the nine decks. These findings have demonstrated that GPR can provide management with a valuable tool for estimating deck repair quantities and prioritization of potential repair candidates on a network level.
    publisherAmerican Society of Civil Engineers
    titleGround-Penetrating Radar for Network-Level Concrete Deck Repair Management
    typeJournal Paper
    journal volume126
    journal issue3
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)0733-947X(2000)126:3(257)
    treeJournal of Transportation Engineering, Part A: Systems:;2000:;Volume ( 126 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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