Comparing Superpave Gyratory Compactor Data to Field Cores

Author:

Peterson Robert L.1,Mahboub Kamyar C.2,Anderson R. Michael3,Masad Eyad4,Tashman Laith5

Affiliation:

1. Project Engineer, Asphalt Institute, Lexington, KY 40512.

2. Associate Professor of Civil Engineering, Univ. of Kentucky, Lexington, KY 40506-0281.

3. Director of Research, Asphalt Institute, Lexington, KY 40512.

4. Assistant Professor of Civil Engineering, Washington State Univ., Pullman, WA 99164.

5. Research Associate, Washington State Univ., Pullman, WA 99164.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference10 articles.

1. American Association of State Highway and Transportation Officials (AASHTO). (1998). “Standard test method for determining the permanent deformation and fatigue cracking characteristics of hot mix asphalt (HMA) using the simple shear test (SST) device.” TP7 Provisional Standards Washington D.C.

2. American Association of State Highway and Transportation Officials (AASHTO). (1999). “Standard method for preparing and determining the density of hot mix asphalt (HMA) specimens by means of the SHRP gyratory compactor.” TP4 Provisional Standards Washington D.C.

3. American Society for Testing and Materials (ASTM). (1989). “Standard practice for preparation of test specimens of bituminous mixtures by means of gyratory shear compactor.” D 4013 West Conshohocken Pa.

4. Mixture testing, analysis, and field performance of the pilot Superpave projects: The 1992 SPS-9 mixtures.;Anderson R. M.;J. Assoc. Asphalt Paving Technol.,2000

5. Blankenship P. B. Mahboub K. C. and Huber G. A. (1994). “Rational method for laboratory compaction of hot-mix asphalt.” Transportation Research Record 1454 Transportation Research Board Washington D.C.

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