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dc.creatorWard, Philip M.
dc.date.accessioned2019-03-08T19:47:26Z
dc.date.available2019-03-08T19:47:26Z
dc.date.issued1978-6
dc.identifier.govdocFHWA-OK
dc.identifier.otherOklahoma Department of Transportation State Planning and Research
dc.identifier.urihttps://hdl.handle.net/11244/317576
dc.description.abstractThe objectives of this project were to study the factors involved in bridge deck deterioration and to formulate and evaluate. techniques to prevent or halt such deterioration. Part II of this project was concerned with the evaluation of two types of bridge deck protective systems; waterproof membranes and latex modified Portland Cement concrete overlays. This report contains construction and electrical resistance data on nine different membrane systems applied to 35 structures. Also included is construction data on latex modified overlays applied to 5 structures. One of these structures is six years old and the results of the yearly bridge surveys are included.
dc.format.extent156 pages
dc.format.extent42,177,680 bytes
dc.format.mediumapplication.pdf
dc.languageen_US
dc.relation.ispartofseriesNo
dc.relation.requiresAdobe Acrobat Reader
dc.titleBridge deck rehabilitation part II - Oklahoma's experience with bridge deck protective systems
dc.typeTechnical Report
dc.description.versionJuly 1971 - June 1978
dc.description.peerreviewNo
dc.type.materialtext
dc.subject.keywordsBridge deck
dc.subject.keywordsDeterioration
dc.subject.keywordsWaterproof membranes
dc.subject.keywordsElectircal resistance testing
dc.subject.keywordsLatex modified concrete overlay
dc.contributor.sponsorOklahoma Department of Transportation. Materials and Research Division. Office of Research & Implementation


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