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dc.creatorBrewer, Wilson B. Jr.
dc.date.accessioned2019-01-09T00:16:49Z
dc.date.available2019-01-09T00:16:49Z
dc.date.issued1984-1
dc.identifier.govdocFHWA-OK
dc.identifier.otherOklahoma Department of Transportation State Planning and Research Item Number 2215
dc.identifier.urihttps://hdl.handle.net/11244/316840
dc.description.abstractThis report discusses the application of three ground rubber additives and a chemical additive as ingredients in dense graded asphalt concrete (AC) overlays. A two inch layer of Type C dense graded AC vith fabric reinforcement io being used as a comparison. The goal of this project is to find better methods of controlling distress cracking and to slow the deterioration of the AC overlay. The construction methods for each product mixture are discussed. The Cbemkrete method closely resembles conventional mixing and laying methods. A chemical agent was added to the asphalt holding tank and thoroughly mixed. Ground tire rubber crumbs of the Arm-R-Shield and Overflex processes were added and mixed with 85-100 penetration asphalt. The Plusride product ia also ground tire rubber but is added as an aggregate. Fabric reinforcement was not used with the asphalt rubber mixes. ln this experimental application, one and one-half inches of Chemkrete costs about the same as two inches of AC. Two inches of Plusride cost about twice the standard AC. Arm-R-Shield and Overflex cost about 3 1/2 times the standard AC for their respective 2 inch layers. Evaluations of the performance of these products will continue for three years. Initial performance evaluations indicate some stress conditions are beginning to come into view.
dc.format.extent62 pages
dc.format.extent3,413,786 bytes
dc.format.mediumapplication.pdf
dc.languageen_US
dc.relation.ispartofseriesNo
dc.relation.requiresAdobe Acrobat Reader
dc.titleDense graded rubber mixtures and chemkrete (81-09-1)
dc.typeTechnical Report
dc.description.versionInterim Report 8-81 thru 9-82
dc.description.peerreviewNo
dc.type.materialtext
dc.subject.keywordsRubber modified asphaltic concrete rubber binder
dc.contributor.sponsorOklahoma Department of Transportation. Materials and Research Division. Office of Research & Implementation


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