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contributor authorGeorge E. Ramey
contributor authorRandall L. Wright
date accessioned2017-05-08T22:05:20Z
date available2017-05-08T22:05:20Z
date copyrightAugust 1997
date issued1997
identifier other21289226.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70996
description abstractA factor that typically receives too little consideration in bridge work is durability, and the time to begin thinking about durability is at the beginning of the bridge planning and design phase. Once a bridge is designed and constructed, much of its eventual durability and longevity has been determined. Assessments of bridge durability performance were made based on data available in the literature along with a subset of the data available in the historical bridge records of the Alabama Department of Transportation. From these reviews it was determined that bridges in Alabama are currently providing service lives of approximately 55–60 years. A recent Federal Highway Administration edict that main artery highway bridges be designed for 75 year service life means that Alabama must improve the durability performance of its bridges. Improvements can best be made at the planning, structural design, and material selection stages, that is, in the design phase. Primary areas of focus in which to make changes and improvements can best be pinpointed by looking at durability performance of individual bridge subcomponents.
publisherAmerican Society of Civil Engineers
titleBridge Deterioration Rates and Durability/Longevity Performance
typeJournal Paper
journal volume2
journal issue3
journal titlePractice Periodical on Structural Design and Construction
identifier doi10.1061/(ASCE)1084-0680(1997)2:3(98)
treePractice Periodical on Structural Design and Construction:;1997:;Volume ( 002 ):;issue: 003
contenttypeFulltext


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