Bridge deck rehabilitation part III - Cathodic protection

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dc.contributor.sponsorOklahoma Department of Transportation. Materials and Research Division. Office of Research & Implementation
dc.creatorWard, Phillip M.
dc.date.accessioned2019-03-08T19:47:27Z
dc.date.available2019-03-08T19:47:27Z
dc.date.issued1977-10
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 III of this study addressed the use of cathodic protection to prevent NaCl induced corrosion of reinforcing steel. Construction details of an impressed current cathodic protection installation are presented in this report. Data on stability and electrical resistance of a coke breeze asphaltic overlay are included as well as data concerning voltage drops through the conductive asphaltic concrete and the concrete. Also included are data concerning the polarized potential and current density required for cathodic protection of steel imbedded in concrete.
dc.description.peerreviewNo
dc.description.versionJuly 1971-October 1977
dc.format.extent45 pages
dc.format.extent13,691,162
dc.format.mediumapplication.pdf
dc.identifier.govdocFHWA-OK
dc.identifier.otherOklahoma Department of Transportation State Planning and Research Iten Number 2712
dc.identifier.urihttps://hdl.handle.net/11244/317577
dc.languageen_US
dc.relation.ispartofseriesNo
dc.relation.requiresAdobe Acrobat Reader
dc.subject.keywordsBridge decks
dc.subject.keywordsCathodic protection
dc.subject.keywordsConductive overlays
dc.subject.keywordsCorrosion
dc.titleBridge deck rehabilitation part III - Cathodic protection
dc.typeTechnical Report
dc.type.materialtext

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