TECHNICAL PAPERS
Jan 16, 2004

Comparing Superpave Gyratory Compactor Data to Field Cores

Publication: Journal of Materials in Civil Engineering
Volume 16, Issue 1

Abstract

Achieving proper compaction of asphalt pavement is crucial to its longevity and acceptable performance. Laboratory compaction is an essential part of mix design. In order for the mix design process to be effective, laboratory compaction must adequately simulate field compaction. This study used mechanical properties measured with the Superpave shear tester to evaluate field compaction and laboratory compaction. The field compaction consisted of three test sections with different compaction patterns. The laboratory compaction used the Superpave gyratory compactor with adjustments to several parameters. Results of this study indicate that current gyratory protocol produces specimens with significantly different mechanical properties than field cores produced with the same material and compacted to the same air voids. Results also show that adjustments to certain parameters of the gyratory can produce specimens that better simulate the mechanical properties of pavement cores.

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References

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.
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.
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.
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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 16Issue 1February 2004
Pages: 78 - 83

History

Received: May 10, 2002
Accepted: Apr 9, 2003
Published online: Jan 16, 2004
Published in print: Feb 2004

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Authors

Affiliations

Robert L. Peterson, M.ASCE
Project Engineer, Asphalt Institute, Lexington, KY 40512.
Kamyar C. Mahboub, P.E., M.ASCE
Associate Professor of Civil Engineering, Univ. of Kentucky, Lexington, KY 40506-0281.
R. Michael Anderson, P.E.
Director of Research, Asphalt Institute, Lexington, KY 40512.
Eyad Masad
Assistant Professor of Civil Engineering, Washington State Univ., Pullman, WA 99164.
Laith Tashman
Research Associate, Washington State Univ., Pullman, WA 99164.

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