TECHNICAL PAPERS
Oct 26, 2010

Aggregate Cost Minimization in Hot-Mix Asphalt Design

Publication: Journal of Materials in Civil Engineering
Volume 23, Issue 5

Abstract

Hot-mix asphalt is a mixture of aggregates and asphalt binder in appropriate ratios to produce a high-performing material for asphalt pavements. The aggregate structure, which depends on the gradation, is an important factor in determining the volumetric properties of HMA. The design process to determine the optimal aggregate blend is currently iterative and engineers rely almost exclusively on experience. This approach is time consuming and often results in suboptimal HMA mixtures. This study presents linear programming optimization models and attendant solution procedures that minimize HMA aggregate cost and produce high-quality HMA. The models are validated with real-life examples, and results indicate that the models are useful to replicate HMA mixes during field modifications, reduce the aggregate cost in a mixture, and manage stockpile inventory. The application of optimization models will increase the application of the Bailey method in the United States.

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Acknowledgments

The writers would like to acknowledge the suggestions of the reviewers, which improved the original manuscript.

References

Awuah-Offei, K., and Askari-Nasab, H. (2009). “Asphalt mix optimization for efficient plant management.” Transportation Research Record 2098, Transportation Research Board, Washington, DC, 105–112.
Goode, J. F., and Lufsey, L. A. (1962). “A new graphical chart for evaluating aggregate.” Proc., Association of Asphalt Paving Technologists, Lino Lakes, MN, 176–207.
Huber, G. A., and Shuler, T. S. (1992). “Providing sufficient void space for asphalt cement: Relationship of mineral aggregate voids and aggregate gradation.” Symp. on Effects of Aggregates and Mineral Fillers on Asphalt Mixture Performance: Publication 1147, ASTM, Philadelphia, 225–251.
Kandhal, P. S., and Keohler, W. S. (1985). “Marshall mix design method: Current practices.” Proc., Association of Asphalt Paving Technologists, Lino Lakes, MN, 284–303.
Kennedy, T. W. et al. (1994). “Superior performing asphalt pavements (SUPERPAVE): The product of the SHRP asphalt research program”, Rep. No. SHRP-A-410, Transportation Research Board, Washington, DC, 156.
LINDO API 6.0 [Computer software]. (2008a). Lindo Systems, Inc., Chicago.
LINDO API 6.0 user’s manual. (2008b). Lindo Systems, Inc., Chicago.
MATLAB 7.4 [Computer software]. (2008). Mathworks, Inc., Natick, MA.
McGennis, R. B., Anderson, R. M., Kennedy, T. W., and Solaimanian, M. (1995). “Background of SUPERPAVE asphalt mixture design and analysis.” Rep. No. FHWA-SA-95-003, Federal Highway Administration, Washington, DC, 172.
Mohammad, L. N., and Shamsi, K. A. (2007). “A look at the Bailey method and locking point concept in SUPERPAVE mixture design.” Practical Approaches to Hot-Mix Asphalt Mix Design and Production Quality Control Testing, Circular No. E-C124, Transportation Research Board, Washington, DC, 24–32.
Richardson, C. (1912). The modern asphalt pavement, 2nd Ed., Wiley, New York.
Vavrik, W. R. (2000). “Asphalt mixture design concepts to develop aggregate interlock.” Ph.D. dissertation, Univ. of Illinois at Urbana-Champaign, Urbana-Champaign, IL.
Vavrik, W. R., Huber, G., Pine, W. J., Carpenter, S. H., and Bailey, R. (2002a). “Bailey method for gradation selection in hot-mix asphalt mixture design.” Circular No. E-C044, Transportation Research Board, Washington, DC, 33.
Vavrik, W. R., Pine, W. J., and Carpenter, S. H. (2002b). “Aggregate blending for asphalt mix design: Bailey method.” Transportation Research Record 1789, Transportation Research Board, Washington, DC, 146–153.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 23Issue 5May 2011
Pages: 554 - 561

History

Received: Oct 12, 2009
Accepted: Oct 18, 2010
Published online: Oct 26, 2010
Published in print: May 1, 2011

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Authors

Affiliations

K. Awuah-Offei, Ph.D. [email protected].
Assistant Professor, Dept. of Mining and Nuclear Engineering, Missouri Univ. of Science and Technology, 226 McNutt Hall, 1870 Miner Circle, Rolla, MO 65401 (corresponding author). E-mail: [email protected].
H. Askari-Nasab, Ph.D. [email protected].
Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB T6G 2W2, Canada. E-mail: [email protected].

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