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contributor authorLuh M. Chang
contributor authorMaged E. Georgy
contributor authorYassir A. AbdelRazig
date accessioned2017-05-08T22:41:30Z
date available2017-05-08T22:41:30Z
date copyrightOctober 2000
date issued2000
identifier other%28asce%290733-9364%282000%29126%3A5%28374%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86634
description abstractCivil infrastructure systems, particularly the highway and bridge systems, have become a focal point of attention both nationally and among researchers. Because many of the nation's bridges have been identified by the Federal Highway Administration as deficient, more attention needs to be given to the quality of bridge coatings, which act as inhibitors of bridge deterioration. This paper represents an extended study by the authors to establish and implement contract warranties for steel bridge coatings. First, the earlier activities in warranting the quality of bridge coatings are reviewed. Next, the writers focus on the basic categories of a steel bridge coating warranty, especially the warranty period and defects for which the contractor is held responsible. The paper further illustrates the functioning of a hybrid model for nondestructive quality assessment of steel bridge coatings. The model provides objective and quantitative analysis to improve the coating quality assessment process. This approach prevents potential conflicts that might arise between the state Department of Transportation and the bridge-coating contractors during the warranty implementation.
publisherAmerican Society of Civil Engineers
titleWarranting Quality of Steel Bridge Coating
typeJournal Paper
journal volume126
journal issue5
journal titleJournal of Construction Engineering and Management
identifier doi10.1061/(ASCE)0733-9364(2000)126:5(374)
treeJournal of Construction Engineering and Management:;2000:;Volume ( 126 ):;issue: 005
contenttypeFulltext


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