1、STP 1412 Aggregate Contribution to Hot Mix Asphalt(HMA)Performance Thomas D.White,Sam R.Johnson,and John J.Yzenas,editors ASTM Stock Number:STP 1412 ASTM 100 Barr Harbor Drive PO Box C700 West Conshohocken,PA,19428-2959 Printed in the U.S.A.Copyright?9 2001 AMERICAN SOCIETY FOR TESTING AND MATERIALS
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4、8400;online:http: Review Policy Each paper published in this volume was evaluated by two peer reviewers and at least one editor.The authors addressed all of the reviewers comments to the satisfaction of both the technical editor(s)and the ASTM Committee on Publications.To make technical information
5、available as quickly as possible,the peer-reviewed papers in this publication were prepared camera-ready as submitted by the authors.The quality of the papers in this publication reflects not only the obvious efforts of the authors and the technical editor(s),but also the work of the peer reviewers.
6、In keeping with longstanding publication practices,ASTM maintains the anonymity of the peer reviewers.The ASTM Committee on Publications acknowledges with appreciation their dedication and contribution of time and effort on behalf of ASTM.Printed in Bridgeport,NJ November 2001 Foreword This publicat
7、ion,Aggregate Contribution to Hot Mix Asphalt(HMA)Performance,contains pa-pers presented at the symposium of the same name held in Orlando,Florida,on December 5,2000.The symposium was sponsored by ASTM Committee D04 on Road and Paving Materials.The sym-posium co-chairmen were Thomas D.White,Mississi
8、ppi State University,Mississippi State,Mississippi,USA,Sam R.Johnson,Martin Marietta Aggregates,Raleigh,North Carolina,USA,and John J.Yzenas,Levy Co.,Portage,Indiana,USA.Contents Quantifying Contributions of Aggregate Characteristics to lIMA Performance Using PURWheel Laboratory Tracking Device-JAME
9、S STIADY,ADAM HAND,AND THOMAS WHITE Characterization of HMA Mixtures with the Asphalt Pavement Analyzer-LOUAY N.MOHAMMAD,BAOSHAN HUANG,AND MEDAD CEA Aggregate Contributions to the Performance of Hot Mix Asphalt at WesTrack-AMY L.EPPS,ADAM J.HAND,JON A.EPPS,AND PETER E.SEBAALY Identification of Aggre
10、gate Role in Performance of Superpave Mixtures Employing Accelerated Testing Facility-JAMES ST1AOY,KHALED GALAL,SAMY NOURELDIN,ADAM HAND,AND THOMAS WHITE Evaluation of Aggregate Contributions to Rutting Susceptibility of Asphalt Mixtures-LOUAY N.MOHAMMAD,BAOSHAN HUANG,AND ZHENG ZHENG TAN Evaluation
11、of the Sensitivity of Repeated Simple Shear Test at Constant Height Based on Laboratory Rutting Characteristics of WesTrack Fine Mixes-GAJANAN NATU,IRWIN GUADA,AND AKHTARHUSEIN A.TAYEBALI Effects of Fine Aggregate Angularity on VMA and Rutting of Kansas HMA Mixtures-STEPHEN A.CROSS AND ERICH M.PURCE
12、LL Development of Tentative Guidelines for the Selection of Aggregate Gradations for Hot-Mix Asphalt-BJORN BIRGISSON AND BYRON E.RUTH Image Analysis Techniques to Determine Fine Aggregate Angularity-ARIF CHOWDHURY,JOE W.BuTroN,DOUGH WILSON,EYAD MASAD,AND BRIAN D.PROWELL Fine Aggregate Angularity:Con
13、ventional and Unconventional Approach-ARIF CHOWDHURY AND JOE W.BUTTON Determination of Aggregate Specific Gravity and Its Effect on HMA Mixture Performance-JOHN E.HADDOCK AND BRIAN D.PROWELL Effect of Restricted Zone on Permanent Deformation of Dense-Graded Superpave Mixtures-PRITHVI S.KANDHAL AND L
14、.ALLEN COOLEY,JR.Polish Resistance of Tennessee Bituminous Surface Aggregates-L.K.CROUCH,HEATHER J.SAUTER,GREGORY M.DUNCAN,W.A.GOODWIN 16 30 44 58 72 95 110 128 144 160 173 185 James Stiady,l Adam Hand,2 and Thomas White 3 Quantifying Contributions of Aggregate Characteristics to HMA Performance Usi
15、ng PURWheel Laboratory Tracking Device Reference:Stiady,J.,Hand,A.,and White,T.,Quantifying Contributions of Aggregate Characteristics to HMA Performance Using PURWheel Laboratory Tracking Device,Aggregate Contribution to Hot Mix Asphalt(HMA)Performance,ASTMSTP 1412,T.D.White,S.R.Johnson,and J.J.Yze
16、nas,Eds.,American Society for Testing and Materials,West Conshohocken,PA,2001.Abstract:The effects of nominal maximum aggregate size(NMS),coarse aggregate type,fine aggregate angularity(FAA),and gradation types on HMA rutting performance were evaluated using the Purdue Laboratory Wheel Track Device(PURWheel).Correlation between PURWheel and Indiana Department of Transportation/Purdue University(INDOT/Purdue)Accelerated Pavement Tests(APT)was used as an initial step to field pavement rutting perf
