Validation of Gyratory Mix Design in Iowa

dc.contributor.author Williams, R. Christopher
dc.contributor.author Buss, Ashley
dc.contributor.author Mercado, Marie Grace
dc.contributor.author Lee, Hosin
dc.contributor.author Bozorgzad, Ashkan
dc.contributor.department Institute for Transportation
dc.date 2018-02-17T19:52:17.000
dc.date.accessioned 2020-06-30T04:51:45Z
dc.date.available 2020-06-30T04:51:45Z
dc.date.embargo 2016-08-04
dc.date.issued 2016-07-01
dc.description.abstract <p>The design number of gyrations (Ndesign) introduced by the Strategic Highway Research Program (SHRP) and used in the Superior Performing Asphalt Pavement (Superpave) mix design method has been commonly used in flexible pavement design throughout the US since 1996. Ndesign, also known as the compaction effort, is used to simulate field compaction during construction and has been reported to produce air voids that are unable to reach ultimate pavement density within the initial 2 to 3 years post-construction, potentially having an adverse impact on long-term performance. Other state transportation agencies have conducted studies validating the Ndesign for their specific regions, which resulted in modifications of the gyration effort for the various traffic levels. Validating this relationship for Iowa asphalt mix designs will lead to better correlations between mix design target voids, field voids, and performance. A comprehensive analysis of current Ndesign levels investigated the current levels with existing mixes and pavements and developed initial asphalt mix design recommendations that identify an optimum Ndesign through the use of performance data tests.</p>
dc.description.comments <p>For this and other reports, visit the InTrans project page at <a href="http://www.intrans.iastate.edu/research/projects/detail/?projectID=-1591479650">http://www.intrans.iastate.edu/research/projects/detail/?projectID=-1591479650</a></p>
dc.format.mimetype PDF
dc.identifier archive/lib.dr.iastate.edu/intrans_techtransfer/118/
dc.identifier.articleid 1117
dc.identifier.citation R. Christopher Williams, Ashley Buss, Hosin “David” Lee, and Ashkan Bozorgzad. 2016. Validation of Gyratory Mix Design in Iowa Tech Transfer Summary. Asphalt Materials and Pavements Program, Institute for Transportation, Iowa State University, Ames, IA.
dc.identifier.contextkey 8927164
dc.identifier.s3bucket isulib-bepress-aws-west
dc.identifier.submissionpath intrans_techtransfer/118
dc.identifier.uri https://dr.lib.iastate.edu/handle/20.500.12876/44964
dc.language.iso English
dc.source.bitstream archive/lib.dr.iastate.edu/intrans_techtransfer/118/gyratory_mix_design_validation_t2.pdf|||Fri Jan 14 18:58:33 UTC 2022
dc.subject.disciplines Civil Engineering
dc.subject.keywords Asphalt mixture compaction
dc.subject.keywords asphalt mixture design
dc.subject.keywords gyratory compaction
dc.subject.keywords optimum binder content
dc.subject.keywords pavement performance
dc.subject.keywords Superpave mix design
dc.title Validation of Gyratory Mix Design in Iowa
dc.type article
dc.type.genre report
dspace.entity.type Publication
relation.isAuthorOfPublication 7cc8558c-bf2b-4713-bb66-e82d14bb79a3
relation.isOrgUnitOfPublication 0cffd73a-b46d-4816-85f3-0f6ab7d2beb8
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