EFFECT OF Y-CRACKING ON CRCP PERFORMANCE (FHWA-OK-12-07 2230)

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dc.contributor.sponsorOklahoma Department of Transportation. Materials and Research Division. Office of Research & Implementation
dc.creatorLey, Tyler
dc.creatorWoestman, Spencer
dc.creatorRiding, Kyle
dc.creatorNyberg, Wesley
dc.creatorPeric, Dunja
dc.creatorMomeni, Farid Amir
dc.date.accessioned2018-03-01T20:50:12Z
dc.date.available2018-03-01T20:50:12Z
dc.date.issued2012-10
dc.description.abstractThis report covers the investigation of the impact of Y-cracking on concrete pavements in Oklahoma. This study used field and analytical investigations to determine the impact of Ycracking on the long term performance of continuous concrete pavements. The research found that Y-cracking in concrete pavements does lead to an increase in the number of punch outs. Of all of the variables investigated the base type and the shoulder type had the largest impact on the amount of Y-cracking that occurred in continuous concrete pavements. The analytical studies confirmed that these variables can lead to increases in pavement stresses and so therefore cracking.
dc.description.peerreviewNo
dc.description.versionFinal Report October 2011-December 2012
dc.format.extent250 pages
dc.format.extent11,987,161 bytes
dc.format.mediumapplication.pdf
dc.identifier.govdocFHWA-OK-12-07
dc.identifier.otherOklahoma Department of Transportation State Planning and Research item number 2230
dc.identifier.urihttps://hdl.handle.net/11244/54458
dc.languageen_US
dc.relation.ispartofseriesNo
dc.relation.requiresAdobe Acrobat Reader
dc.relation.urihttp://www.okladot.state.ok.us/hqdiv/p-r-div/spr-rip/library/reports/rad_spr2-i2230-fy2011-rpt-ann-ley.pdf
dc.subject.keywordsConcrete pavements
dc.subject.keywordspunch outs
dc.subject.keywordsY cracking
dc.titleEFFECT OF Y-CRACKING ON CRCP PERFORMANCE (FHWA-OK-12-07 2230)
dc.typeTechnical Report
dc.type.materialtext

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