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dc.creatorBrewer, Wilson B. Jr.
dc.creatorWilliams, Gary
dc.date.accessioned2018-06-29T22:06:32Z
dc.date.available2018-06-29T22:06:32Z
dc.date.issued2001-2
dc.identifier.govdocFHWA-OK-00-03
dc.identifier.otherOklahoma Department of Transportation State Planning and Research item 2132
dc.identifier.urihttps://hdl.handle.net/11244/300405
dc.description.abstractIn September 1999,Bridges"A'." and "B" of contract TBOI-0035-1(110)044 were overlaid with a silica fume concrete surface. ODOT has been exploring ways to stop or slow chloride-induced corrosion of uncoated reinforcing steel in bridge decks. Silica fwne concrete additive has demonstrated success in reducing chloride intrusion. After one year of testing. the ride quality decreased slightly. skid test results show an adequate amount of friction characteristics. and both bridges in good condition base on based on reinforcing steel corrosion activity. Overall. silica fume modified PCC overlay is perfonning well.
dc.format.extent24 pages
dc.format.extent30,495,086 bytes
dc.format.mediumapplication.pdf
dc.languageen_US
dc.relation.ispartofseriesNo
dc.relation.requiresAdobe Acrobat Reader
dc.titleEvaluation of silica fume high density thin bonded overlays - interim report (FHWA-OK-03) 2132
dc.typeTechnical Report
dc.description.versionInterim Report, September 2000-October 2000
dc.description.peerreviewNo
dc.type.materialtext
dc.subject.keywordsSilica fume
dc.subject.keywordshalf-cell testing
dc.subject.keywordscorrosion
dc.subject.keywordshairline cracks
dc.contributor.sponsorOklahoma Department of Transportation. Materials and Research Division. Office of Research & Implementation


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