Revibration of concrete for bridge decks - final report

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dc.contributor.sponsorOklahoma Department of Transportation. Materials and Research Division. Office of Research & Implementation
dc.creatorGillespie, H. Aldridge
dc.date.accessioned2019-03-08T19:47:37Z
dc.date.available2019-03-08T19:47:37Z
dc.description.abstractThis Final Report contains the results of a study of the potential benefits of surface revibration on bridge deck concrete subiected to a wide variety of crack inducing conditions, among which are the effects of weather (temperature, wind, and humidity variations), mix variations (causing alI kinds of shrinkage conditions), placement and finishing techniques, surface curing differences, together with a wide variety of revibration conditions and applications.
dc.description.peerreviewNo
dc.description.versionFinal Report
dc.format.extent130 pages
dc.format.extent20,335,379 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/11244/317590
dc.languageen_US
dc.relation.ispartofseriesNo
dc.relation.requiresAdobe Acrobat Reader
dc.titleRevibration of concrete for bridge decks - final report
dc.typeTechnical Report
dc.type.materialtext

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