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Research article
First published January 2002

Determining Air Void Content of Compacted Hot-Mix Asphalt Mixtures

Abstract

A project to develop a new method or adapt a current method with wide applicability for determining bulk specific gravity of compacted hot-mix asphalt (HMA) mixtures (Gmb) is described. A more reliable Gmb would result in more reliable HMA volumetric properties, specifically, percent air voids. Consequently, pavement distress types such as rutting, bleeding, stripping, and age hardening (whose occurrence is related to percent air voids, among other factors) could be avoided more often. The project goal was accomplished in three steps. In Step 1, a literature review and survey of state departments of transportation revealed 13 existing Gmb determination techniques. In Step 2, a feasibility study of the seven methods selected was conducted to evaluate cost, logistical factors, and preliminary repeatability. In the final step, 50 compacted HMA samples and four aluminum cylinders were used to evaluate the precision and accuracy of the four methods selected. The dimensional analysis (AASHTO T269) and the parafilm (ASTM D1188) methods were found to form upper bounds for true sample air voids, whereas the saturated surface-dry method (AASHTO T166) was found to form a lower bound for true air voids. Although the true air voids can never be determined, for 90% of Tennessee Department of Transportation sample groups tested, the InstroTek Corelok method yielded results in this range between the upper and lower bounds for accurate air void results. In the precision and accuracy evaluation, all four methods were found to be capable of producing high-precision results.

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References

1. NCHRP Report 386: Design and Evaluation of Large-Stone Asphalt Mixes. TRB, National Research Council, Washington, D.C., 1997.
2. Buchanan M. S. An Evaluation of Selected Methods for Measuring the Bulk Specific Gravity of Compacted Hot Mix Asphalt (HMA) Mixes. Presented at Annual Meeting of the Association of Asphalt Paving Technologists, 2000.
3. Regimand A. Importance of Accurate Specific Gravity Measurements on Coarse SuperPave and SMA Asphalt Mixes. InstroTek, Inc., Raleigh, N.C., 1999.
4. Matweb Material Property Database. http://www.matweb.com/Specific-Material.asp?bassnum=MA7076&group=General. Accessed June 8, 2000.
5. Harvey J., Mills T., Scheffy C., Sousa J., and Monismith C. L. An Evaluation of Several Techniques for Measuring Air Void Content in Asphalt Concrete Specimens. Journal of Testing and Evaluation, Vol. 22, No. 5, September 1994.

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Article first published: January 2002
Issue published: January 2002

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© 2002 National Academy of Sciences.
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Authors

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L. K. Crouch
Civil Engineering, Tennessee Technological University, Box 5015 TTU, Cookeville, TN 38505
Audrey R. Copeland
Civil Engineering, Tennessee Technological University, Box 5015 TTU, Cookeville, TN 38505
C. Todd Walker
Civil Engineering, Tennessee Technological University, Box 5015 TTU, Cookeville, TN 38505
Richard A. Maxwell
Civil Engineering, Tennessee Technological University, Box 5015 TTU, Cookeville, TN 38505
Gregory M. Duncan
Tennessee Department of Transportation, Suite 700, J. K. Polk Building, 505 Deaderick Street, Nashville, TN 37243
William A. Goodwin
Civil Engineering, Tennessee Technological University, P.O. Box 31515, Knoxville, TN 37930-1515
Daniel A. Badoe
Civil Engineering, Tennessee Technological University, Box 5015 TTU, Cookeville, TN 38505
H. Wayne Leimer
Geosciences, Tennessee Technological University, Box 5062 TTU, Cookeville, TN 38505

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