Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/10458
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dc.contributorMississippi State University. Department of Civil and Environmental Engineering-
dc.contributorWilliam J. Hughes Technical Center (U.S.)-
dc.contributor.authorRushing, John F.-
dc.date.accessioned2016-06-20T13:56:55Z-
dc.date.available2016-06-20T13:56:55Z-
dc.date.issued2009-12-
dc.identifier.urihttp://hdl.handle.net/11681/10458-
dc.descriptionTechnical Report-
dc.descriptionAbstract: Asphalt concrete pavements on commercial airports in the United States are constructed according to the Federal Aviation Administration’s Advisory Circular 150/5370-10B, Item P-401, “Plant Mix Bituminous Pavements.” This specification does not provide guidance for using the Superpave gyratory compactor for designing asphalt mixtures. This report describes a laboratory program implemented to develop a procedure for proportioning airport asphalt concrete mixtures using the Superpave gyratory compactor. These recommendations are based on comparisons of volumetric property measurements of asphalt concrete mixtures compacted using the Marshall compaction procedure and the Superpave gyratory compactor.-
dc.publisherGeotechnical and Structures Laboratory (U.S.)-
dc.publisherEngineer Research and Development Center (U.S.)-
dc.relationhttp://acwc.sdp.sirsi.net/client/en_US/search/asset/1003398-
dc.relation.ispartofseriesERDC/GSL TR ; 09-39.-
dc.rightsApproved for public release; distribution is unlimited.-
dc.sourceThis Digital Resource was created in Microsoft Word and Adobe Acrobat-
dc.subjectAirfield pavement mixtures-
dc.subjectAsphalt mixture design-
dc.subjectGyratory compaction-
dc.subjectMarshall mixture design-
dc.subjectSuperpave gyratory compactor-
dc.titleDevelopment of Ndesign criteria for using the superpave gyratory compactor to design asphalt pavement mixtures for airfields-
dc.typeReporten_US
Appears in Collections:Technical Report

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