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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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