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dc.contributor.advisorCross, Stephen Allan
dc.contributor.authorAsfaw, Natnael Tilahun
dc.date.accessioned2014-04-17T19:55:42Z
dc.date.available2014-04-17T19:55:42Z
dc.date.issued2011-07-01
dc.identifier.urihttps://hdl.handle.net/11244/10102
dc.description.abstractThe objective of this study is to determine if SMA mixtures have better rutting performance than S-4 mixes made with the same PG grade of binder. Different SMA and S-4 mixtures were collected from different parts of Oklahoma. All mixtures were made with PG 76-28 asphalt cement. To evaluate the performance properties of the mixtures, samples were made and tested for Hamburg rutting resistance using the Hamburg rut tester. Generally, SMA mixes have been shown to perform better with respect to rutting resistance than S-4 mixes. SMA mixes showed lower average rut depth than S-4 mixes.
dc.formatapplication/pdf
dc.languageen_US
dc.publisherOklahoma State University
dc.rightsCopyright is held by the author who has granted the Oklahoma State University Library the non-exclusive right to share this material in its institutional repository. Contact Digital Library Services at lib-dls@okstate.edu or 405-744-9161 for the permission policy on the use, reproduction or distribution of this material.
dc.titleLaboratory Performance Evaluation of SMA in Oklahoma
dc.typetext
dc.contributor.committeeMemberLey, Tyler M.
dc.contributor.committeeMemberGregory, Garry H.
osu.filenameAsfaw_okstate_0664M_11652.pdf
osu.collegeEngineering, Architecture, and Technology
osu.accesstypeOpen Access
dc.description.departmentSchool of Civil & Environmental Engineering
dc.type.genreThesis
dc.subject.keywordsperformance of sma
dc.subject.keywordssma vs s-4


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