Polymer impregnated concrete and polymer concrete overlays

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dc.contributor.sponsorOklahoma Department of Transportation. Materials and Research Division. Office of Research & Implementation
dc.creatorIsmalia
dc.creatorDauda A.
dc.creatorYoung, T.S.
dc.creatorLocke, Carl E.
dc.date.accessioned2019-02-08T23:33:26Z
dc.date.available2019-02-08T23:33:26Z
dc.date.issued1980-4
dc.description.abstractThe feasibility of impregnating bridge decks with methylmethacrylate for protection against freeze-thaw deteriorization and corrosion of the reinforcing steel is reported. Parameters such as monomer system, monomer loading, drying temperature and time, curing temperature and time, soak time and equipment were investigated and dicussed. A nondestructive method for the determination of the polymer depth in a polymer impregnated concrete was investigated and reported. The three methods that are presently used to place polymer concrete overlay on bridge decks were tested and compared with each other.
dc.description.peerreviewNo
dc.description.versionFinal Report
dc.format.extent124 pages
dc.format.extent13,206,912 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/11244/317191
dc.languageen_US
dc.relation.ispartofseriesNo
dc.relation.requiresAdobe Acrobat Reader
dc.subject.keywordsPolymer impregnated concrete
dc.subject.keywordsFeasibility
dc.subject.keywordsFreeze-thaw deterioration
dc.subject.keywordsCorrosion of reinforcing steel
dc.subject.keywordsMonomers
dc.subject.keywordsPolymer
dc.subject.keywordsBridge decks
dc.titlePolymer impregnated concrete and polymer concrete overlays
dc.typeTechnical Report
dc.type.materialtext

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