Mechanistic - empirical pavement design guide implementation and pavement preservation strategies with asphalt rubber

dc.contributor.authorKaloush, Kamil, E.
dc.contributor.authorWay, George B.
dc.contributor.authorBelshe, Mark
dc.contributor.authorRodezno, Maria Carolina
dc.contributor.otherSouthern African Transport Conference (30th : 2011 : Pretoria, South Africa)
dc.contributor.otherTransportation Research Board of the National Academies (TRB)
dc.contributor.otherMinister of Transport, South Africa
dc.date.accessioned2011-09-30T11:12:35Z
dc.date.available2011-09-30T11:12:35Z
dc.date.issued2011-07
dc.descriptionThis paper was transferred from the original CD ROM created for this conference. The material was published using Adobe Acrobat 10.1.0 Technology. The original CD ROM was produced by Document Transformation Technologies Postal Address: PO Box 560 Irene 0062 South Africa. Tel.: +27 12 667 2074 Fax: +27 12 667 2766 E-mail: nigel@doctech URL: http://www.doctech.co.zaen_US
dc.description.abstractPaper presented at the 30th Annual Southern African Transport Conference 11-14 July 2011 "Africa on the Move", CSIR International Convention Centre, Pretoria, South Africa.en_US
dc.description.abstractAsphalt-Rubber (AR) mixtures, with their great fleld performance, have received great attention from many transportation agencies world-wide. Current pavement design procedures do not specifically address the unique engineering properties that these mixtures offer. For example, the Mechanistic-Empirical Pavement Design Guide (MEPDG) did not include asphalt-rubber mixes as part of its calibration and Implementation in the USA. This paper addresses some issues on asphalt rubber mixtures implementation into the MEPDG. In addition, highlights of several studies conducted by the authors documenting benefits of the Asphalt Rubber Asphalt Concrete Friction Course (AR-ACFC) as a pavement preservation strategy. This includes results of laboratory materlal characterization tests, highway noise reduction, mitigation of daily thermal variances in Portland Cement Concrete pavements, improved skid resistance, reduced roughness, reduction of emission rates of tire wear per kilometer driven, and lower environmental Impact by having lower C02 emissions.en_US
dc.description.sponsorshipCD sponsored by TRANSNETen_US
dc.format.extent12 pagesen_US
dc.format.mediumPDFen_US
dc.identifier.citationKaloush, KE, Rodezna, MC, Way, GB & Belshe, M 2011, 'Mechanistic - empirical pavement design guide implementation and pavement preservation strategies with asphalt rubber', Paper presented to the 30th Annual Southern African Transport Conference, South Africa, 11-14 July. pp. 574-585en_US
dc.identifier.isbn9781920017514
dc.identifier.urihttp://hdl.handle.net/2263/17360
dc.language.isoenen_US
dc.publisherDocument Transformation Technologiesen_US
dc.relation.ispartofSATC 2011
dc.rightsUniversity of Pretoriaen_US
dc.subjectAsphalt-rubber mixturesen_US
dc.subjectPavement designen_US
dc.subjectAsphalt Rubber Asphalt Concrete Friction Courseen_US
dc.subjectLover CO2 emissionsen_US
dc.subjectMechanistic-Empirical Pavement Design Guideen_US
dc.subject.lcshTransportation
dc.subject.lcshTransportation -- Africaen
dc.subject.lcshTransportation -- Southern Africa
dc.titleMechanistic - empirical pavement design guide implementation and pavement preservation strategies with asphalt rubberen_US
dc.typePresentationen_US

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