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dc.creatorBrewer, Wilson B. Jr.
dc.creatorSawyer, Steven
dc.date.accessioned2018-08-06T14:59:08Z
dc.date.available2018-08-06T14:59:08Z
dc.date.issued1996-10
dc.identifier.govdocFHWA-OK-96(11)
dc.identifier.otherOklahoma Department of Transportation State Planning and Research
dc.identifier.urihttps://hdl.handle.net/11244/301367
dc.description.abstractField Division VI has typically applied "chip seals'' to distressed low traffic roadways. Chip seals, however, have little effect on problems such as cracking, corrugating, and rutting. One or more of these problems existed at each of the seven sites selected for the application of thin asphalt overlays in lieu of chip seals. Four similar roadway compositions were represented. Each was overlaid with 0.5 to 0.75 inches (13mm to 19mm) of Type D asphalt concrete. Field tests included traffic data collection, flexible pavement condition swveys, and rut measurements, as well a?? skid. ridemeter, and Benkelman Beam deflection tests. Construction consisted of three steps: (1) placing a tack coat or fabric membrane on the old surface, (2) laying down a thin lift of Type D asphalt. and (3) compaction.
dc.format.extent62 pages
dc.format.extent32,945,113 bytes
dc.format.mediumapplication.pdf
dc.languageen_US
dc.relation.ispartofseriesNo
dc.relation.requiresAdobe Acrobat Reader
dc.titleThin asphalt overlays in Division VI (OK-96-11) 2285
dc.typeTechnical Report
dc.description.versionFinal Report, October 1996
dc.description.peerreviewNo
dc.type.materialtext
dc.subject.keywordsThin overlay
dc.subject.keywordsAsphalt
dc.subject.keywordsChip seal
dc.subject.keywordsPavement distress
dc.subject.keywordsMaintenance
dc.subject.keywordsLow volume roads
dc.contributor.sponsorOklahoma Department of Transportation. Materials and Research Division. Office of Research & Implementation


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