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contributor authorDouglas J. Gabauer
contributor authorHampton C. Gabler
date accessioned2017-05-08T21:05:13Z
date available2017-05-08T21:05:13Z
date copyrightApril 2009
date issued2009
identifier other%28asce%290733-947x%282009%29135%3A4%28225%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/38128
description abstractTo protect motorists and avoid tort liability, highway agencies expend considerable resources to repair damaged longitudinal barriers, such as w-beam guardrails. With limited funding available, though, highway agencies are unable to maintain all field-installed systems in the ideal as-built condition. Instead, these agencies focus on repairing only damage that has a detrimental effect on the safety performance of the barrier. The distinction between minor damage and more severe performance-altering damage, however, is not always clear. This paper presents a critical review of current U.S. and Canadian criteria on whether to repair damaged longitudinal barrier. Barrier repair policies were obtained via comprehensive literature review and a survey of U.S. and Canadian transportation agencies. In an analysis of the maintenance procedures of 40 states in the United States and 8 Canadian transportation agencies, fewer than one-third of highway agencies were found to have quantitative measures to determine when barrier repair is warranted. In addition, no engineering basis for the current U.S. barrier repair guidelines could be found. These findings underscore the importance of the development of quantitative barrier repair guidelines based on a strong technical foundation.
publisherAmerican Society of Civil Engineers
titleEvaluation of Current Repair Criteria for Longitudinal Barrier with Crash Damage
typeJournal Paper
journal volume135
journal issue4
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)0733-947X(2009)135:4(225)
treeJournal of Transportation Engineering, Part A: Systems:;2009:;Volume ( 135 ):;issue: 004
contenttypeFulltext


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