Evaluation of impulse response & ground-penetrating radar as a means of non-destructive testing of concrete bridge decks

Author(s)Clem, Daniel
Date Accessioned2014-05-06T12:28:02Z
Date Available2014-05-06T12:28:02Z
Publication Date2013
AbstractNationwide, a significant percentage of decks of reinforced and prestressed concrete bridges are exposed, not only to a growing traffic volume, but also to an increasingly aggressive environment. These conditions can lead to shallow delamination within the deck. Once large portions of the deck are delaminated, the function of the deck as integral part of the structure may become questionable. So far, transportation agencies have used simple visual inspection methods, which are often subjective and qualitative, to locate deteriorated areas for repair. These methods give only a rough estimate of the location of the actual deterioration and give no information about the depth of the delamination. In this thesis the effectiveness of two methods of non-destructive testing and their ability to predict the depth and extent of shallow delaminations in concrete bridge decks are discussed. Current practice of Impulse Response and Ground-Penetrating Radar testing is reviewed, performed (either in the field or in the lab), and evaluated. Modifications to these practices are suggested to customize each method specifically to delamination testing. If used properly, these new test procedures may help bridge owners to more accurately estimate delaminations and their depths which will help to better predict rehabilitation costs.en_US
AdvisorSchumacher, Thomas
DepartmentUniversity of Delaware, Department of Civil and Environmental Engineering
PublisherUniversity of Delawareen_US
dc.subject.lcshConcrete bridges -- Testing.
dc.subject.lcshBridges -- Floors -- Testing.
dc.subject.lcshComposite materials -- Delamination.
dc.subject.lcshGround penetrating radar.
TitleEvaluation of impulse response & ground-penetrating radar as a means of non-destructive testing of concrete bridge decksen_US
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