Evaluation of continuously reinforced concrete pavement

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dc.contributor.sponsorOklahoma Department of Transportation. Materials and Research Division. Office of Research & Implementation
dc.creatorPederson, C.M.
dc.date.accessioned2019-02-08T23:33:24Z
dc.date.available2019-02-08T23:33:24Z
dc.date.issued1976-5
dc.description.abstractThis report compares the performance of continuously reinforced concrete pavement with and with transverse steel. The construction of a CRCP project without transverse steel was done at the insistence of the Division FHWA personnel. The frequency of defects of the CRCP without transverse steel compared with CRCP with transverse steel is much higher at an earlier age and the least desirable of the two design types.
dc.description.peerreviewNo
dc.format.extent12 pages
dc.format.extent4,907,779 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/11244/317187
dc.languageen_US
dc.relation.ispartofseriesNo
dc.relation.requiresAdobe Acrobat Reader
dc.subject.keywordsContinuously reinforced
dc.subject.keywordsConcrete
dc.subject.keywordsPavements
dc.titleEvaluation of continuously reinforced concrete pavement
dc.typeTechnical Report
dc.type.materialtext

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