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dc.contributor.authorBismark R. D. K. Agbelie
dc.contributor.authorSamuel Labi
dc.contributor.authorJon Fricker
dc.contributor.authorYu Qiao
dc.contributor.authorZhibo Zhang
dc.contributor.authorKumares C. Sinha
dc.date.accessioned2017-12-16T09:21:22Z
dc.date.available2017-12-16T09:21:22Z
dc.date.issued2017
dc.identifier.other%28ASCE%29BE.1943-5592.0001140.pdf
dc.identifier.urihttp://138.201.223.254:8080/yetl1/handle/yetl/4241720
dc.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.
dc.publisherAmerican Society of Civil Engineers
dc.titleLifecycle Decision Framework for Steel Bridge Painting
dc.typeJournal Paper
dc.journal.volume22
dc.journal.issue11
dc.journal.titleJournal of Bridge Engineering
dc.identifier.doi10.1061/(ASCE)BE.1943-5592.0001140
dc.treeJournal of Bridge Engineering:;2017:;Volume ( 022 ):;issue: 011
dc.contenttypeFulltext


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