100-mm-Diameter Mold Used with Superpave Gyratory Compactor

Author:

Jackson N. M.1,Czor L. J.2

Affiliation:

1. PhD, Assistant Professor, Univ. of Tennessee, Dept. of Civil and Environmental Engineering, Knoxville, TN 37996-2010.

2. Graduate Research Assistant, Univ. of Tennessee, Dept. of Civil and Environmental Engineering, Knoxville, TN 37996-2010.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference12 articles.

1. Anderson R. M. Bosley R. D. and Creamer P. A. (1995). “Quality management of HMA construction using Superpave equipment: a case study.” Transportation Research Record 1513 Transportation Research Board Washington D.C. 18–24.

2. ASTM. (1995). D 2041-95: Standard test method for theoretical maximum specific gravity and density of non-absorptive compacted bituminous mixtures American Society for Testing and Materials West Conshohocken Pa.

3. ASTM. (1996). D 2726-96a: Standard test method for bulk specific gravity and density of bituminous paving mixtures American Society for Testing and Materials West Conshohocken Pa.

4. Consuegra A. Little D. N. Von Quintus H. and Burati J. (1989). “Comparative evaluation of laboratory compaction devices based on their ability to produce mixtures with engineering properties similar to those produced in the field.” Transportation Research Record 1228 Transportation Research Board Washington D.C. 80–87.

5. D’Angelo J. A. Paugh C. Harman T. P. and Bukowski J. (1996). “Comparison of the Superpave Gyratory Compactor to the Marshall for field quality control.” Proc. National Association of Asphalt Paving Technologists-Technical Sessions National Association of Asphalt Pavement Technologists St. Paul Minn. 64 611–635.

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