Laboratory Refinement and Field Validation of 4.75 mm Superpave Designed Asphalt Mixtures, Volume I: Final Report

The main objective of this study is to refine the current procedures and criteria for 4.75 mm nominal maximum aggregate size (NMAS) Superpave designed mixtures. A literature review was completed to understand the history and practical use of 4.75 NMAS Superpave designed mixtures. Next, a laboratory test plan was created. This test plan included performing numerous Superpave mix designs using materials provided by each state participating in the study. For each material and mix design, aggregate properties were measured, optimum asphalt content was determined for a given compaction effort and design air void percent, and performance tests were conducted to determine how well the mixtures performed for a given set of properties. The results of these mix designs were compared with the current AASHTO specification for 4.75 mm NMAS Superpave mixtures. These comparisons coupled with the results of the performance tests are used to measure the appropriateness of the current specification and to make improvement recommendations. This report presents the findings of the pooled-fund 4.75 mm Superpave refinement project.

[1]  Edward Engle SUPERPAVE MIX DESIGNS FOR LOW VOLUME ROADS , 2004 .

[2]  Rajib B. Mallick,et al.  DESIGN OF SUPERPAVE HMA FOR LOW VOLUME ROADS , 2004 .

[3]  Rajib B. Mallick,et al.  AN EVALUATION OF FACTORS AFFECTING PERMEABILITY OF SUPERPAVE DESIGNED PAVEMENTS , 2003 .

[4]  L A Cooley,et al.  ACCELERATED LABORATORY RUTTING TESTS: EVALUATION OF THE ASPHALT PAVEMENT ANALYZER , 2003 .

[5]  E R Brown,et al.  USE OF SCREENINGS TO PRODUCE HMA MIXTURES , 2002 .

[6]  Björn Birgisson,et al.  IMPLEMENTATION OF SHRP INDIRECT TENSION TESTER TO MITIGATE CRACKING IN ASPHALT PAVEMENTS AND OVERLAYS , 2002 .

[7]  K Hansen PAVEMENT PRESERVATION WITH THIN OVERLAYS , 2003 .

[8]  Brian D Prowell,et al.  Aggregate Properties and the Performance of Superpave-Designed Hot Mix Asphalt , 2005 .

[9]  P S Kandhal,et al.  THE RESTRICTED ZONE IN THE SUPERPAVE AGGREGATE GRADATION SPECIFICATION , 2001 .

[10]  E R Brown,et al.  HOT MIX ASPHALT MATERIALS, MIXTURE DESIGN AND CONSTRUCTION. SECOND EDITION , 1996 .

[11]  Robert S James,et al.  Development of Mix Design Criteria for 4.75-mm Superpave® Mixes , 2003 .

[12]  E R Brown,et al.  RELATIONSHIP OF AIR VOIDS, LIFT THICKNESS, AND PERMEABILITY IN HOT MIX ASPHALT PAVEMENTS , 2004 .

[13]  Y R Kim,et al.  FRACTURE ENERGY FROM INDIRECT TENSION TESTING , 2002 .

[14]  Mary Stroup-Gardiner,et al.  Characteristics of Typical Minnesota Aggregates , 1997 .

[15]  B D Prowell,et al.  SUPERPAVE FOR LOW VOLUME ROADS AND BASE MIXTURES (WITH DISCUSSION) , 2002 .

[16]  Prithvi S. Kandhal,et al.  TESTS FOR PLASTIC FINES IN AGGREGATES RELATED TO STRIPPING IN ASPHALT PAVING MIXTURES , 1998 .

[17]  Mustaque Hossain,et al.  Comparison of Superpave and Marshall Mixtures for Low-Volume Roads and Shoulders , 1998 .

[18]  Reynaldo Roque,et al.  Simulation of Fracture Initiation in Hot-Mix Asphalt Mixtures , 2003 .

[19]  B D Prowell,et al.  ISSUES PERTAINING TO THE PERMEABILITY CHARACTERISTICS OF COARSE-GRADED SUPERPAVE MIXES , 2002 .

[20]  Prithvi S. Kandhal,et al.  Hot Mix Asphalt Materials, Mixture Design and Construction , 1996 .