Bridge deck rehabilitation part I - methods and materials

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dc.contributor.sponsorOklahoma Department of Transportation. Materials and Research Division. Office of Research & Implementation
dc.creatorWard, Phillip M.
dc.date.accessioned2019-03-08T19:47:24Z
dc.date.available2019-03-08T19:47:24Z
dc.date.issued1977-8
dc.description.abstractThe bridge deck deterioration processes of freeze-thaw scale, popout, and corrosion induced spalling are defined and the popular theories accounting for their mechanism are explained. Included is a basic discussion of corrosion. Oklahoma's method for surveying structures for deterioration is presented as well as the results of a statewide survey of structures using this method. Results of an attempt to correlate chloride concentration in concrete at the level of the upper rebar mat against half-cell potential is also included.
dc.description.peerreviewNo
dc.description.version6-71 to 8-77
dc.format.extent67 pages
dc.format.extent14,625,401 bytes
dc.format.mediumapplication.pdf
dc.identifier.govdocFHWA-OK
dc.identifier.otherOklahoma Department of Transportation State Planning and Research
dc.identifier.urihttps://hdl.handle.net/11244/317574
dc.languageen_US
dc.relation.ispartofseriesNo
dc.relation.requiresAdobe Acrobat Reader
dc.subject.keywordsFreeze-thaw scale
dc.subject.keywordsPopout
dc.subject.keywordsBridge deck deterioration
dc.subject.keywordsSpalling
dc.subject.keywordsCorrosion of reinforcing concrete
dc.titleBridge deck rehabilitation part I - methods and materials
dc.typeTechnical Report
dc.type.materialtext

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