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contributor authorKevin L. Rens
contributor authorTaewan Kim
date accessioned2017-05-08T21:15:20Z
date available2017-05-08T21:15:20Z
date copyrightJune 2007
date issued2007
identifier other%28asce%290887-3828%282007%2921%3A3%28215%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44499
description abstractNondestructive testing techniques have been historically and commonly used to evaluate the quality of existing concrete structures. Several traditional nondestructive testing techniques were applied to the pier caps of the Quebec Street Bridge over Air Lawn Road, constructed in 1971, which is located in Denver, Colorado. The techniques utilized included visual inspection, hammer sounding, Schmidt hammer rebounding, and ultrasonic pulse velocity testing, including tomographic imaging. Results of the nondestructive tests were used to determine areas to be tested with local destructive tests. These tests included concrete compressive strengths, chloride testing, and petrographic testing. This paper presents the application and interpretation of common nondestructive testing techniques and the consequent repair, rehabilitation, and maintenance decisions. The overall results indicate that inside cores of all the pier caps are healthy, sound concrete. On all of the pier caps, extensive exterior concrete layer rehabilitation needed to be completed.
publisherAmerican Society of Civil Engineers
titleInspection of Quebec Street Bridge in Denver, Colorado: Destructive and Nondestructive Testing
typeJournal Paper
journal volume21
journal issue3
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)0887-3828(2007)21:3(215)
treeJournal of Performance of Constructed Facilities:;2007:;Volume ( 021 ):;issue: 003
contenttypeFulltext


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