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contributor authorBismark R. D. K. Agbelie
contributor authorSamuel Labi
contributor authorJon Fricker
contributor authorYu Qiao
contributor authorZhibo Zhang
contributor authorKumares C. Sinha
date accessioned2017-12-16T09:21:22Z
date available2017-12-16T09:21:22Z
date issued2017
identifier other%28ASCE%29BE.1943-5592.0001140.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4241720
description abstractBridge agencies seek to apply appropriate rehabilitation or maintenance treatments at the right time. For a specific treatment, improper timing can have significant adverse consequences: Premature application could mean wasteful spending by the agency even if road users and the community enjoy the benefits of a superior bridge condition, and deferred or delayed application can result in higher user or community disbenefits caused by poor condition and consequent reduced asset longevity in the long-term. For short-term decisions regarding the identification of the most cost-effective paint action at a specific time (do nothing, spot paint, overcoat, or recoat), the paper presents a methodology for developing a painting decision tree. For long-term decisions regarding the identification of the most cost-effective schedule over the superstructure lifetime, the paper demonstrates a methodology for developing a long-term schedule of painting activities. An analysis of the state of paint scheduling at a specific highway agency revealed that the current practice of complete recoating every 25 years may not be optimal. Instead, a painting schedule that includes the application of lower-level treatments (spot repairing and overcoating) can yield as much as a 19% reduction in the lifecycle cost and a 31.97% higher cost-effectiveness compared to the current practice.
publisherAmerican Society of Civil Engineers
titleLifecycle Decision Framework for Steel Bridge Painting
typeJournal Paper
journal volume22
journal issue11
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)BE.1943-5592.0001140
treeJournal of Bridge Engineering:;2017:;Volume ( 022 ):;issue: 011
contenttypeFulltext


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