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dc.creatorLey, M. Tyler
dc.creatorKhanzadeh Moradllo, Mehdi
dc.date.accessioned2017-12-20T23:13:23Z
dc.date.available2017-12-20T23:13:23Z
dc.date.issued2015-10
dc.identifier.govdocFHWA-OK-15-05
dc.identifier.otherOklahoma Department of Transportation State Planning and Research item number 2229
dc.identifier.urihttps://hdl.handle.net/11244/54288
dc.description.abstractThis report outlines the investigation of the service life of silane sealers on Oklahoma bridge decks as well as laboratory investigation of a silane sealer and a two part sealer that uses both silane and epoxy. The performance of silanes on bridge decks was completed on 60 bridges that were in service between 5 to 20 years. Samples were taken from the travel lane and the shoulder. The work found that after 12 years that 100% of the silane applications were effective. By 15 years then only 68% were still effective and between 17 to 20 years then only 16% were still effective. The investigations suggest that abrasion was not a major deterioration mechanism; instead, deterioration from the high alkaline pore solution is suggested to be of importance. This work goes on to investigate a two part system of silane and epoxy sealer, a silane, and then a control sample and their resistance to chloride penetration. Both sealers show improved performance over the sample with just concrete. Additionally, a new experimental technique is presented that is capable of non-destructively imaging the penetration of external fluids into paste and mortar. This test is rapid, accurate, and can be used for in-situ testing. This test method again shows that the silane investigated was effective at reducing the ingress of ions.
dc.format.extent59 pages
dc.format.extent3,077,473 bytes
dc.format.mediumapplication.pdf
dc.languageen_US
dc.publisherOklahoma City, OK : Oklahoma Department of Transportation, 2015.
dc.relation.ispartofseriesNo
dc.relation.requiresAdobe Acrobat Reader
dc.relation.urihttp://www.okladot.state.ok.us/Research/
dc.titleExpected life of silane water repellent treatments on bridge decks phase 2 / M. Tyler Ley, Mehdi Khanzadeh Moradllo.
dc.typeTechnical Report
dc.description.versionFinal report, October 2013 _ September 2015
dc.description.peerreviewNo
dc.type.materialtext
dc.subject.keywordsConcrete
dc.subject.keywordsDurability
dc.subject.keywordsSilane
dc.contributor.sponsorOklahoma Department of Transportation. Materials and Research Division. Office of Research & Implementation


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