TECHNICAL PAPERS
Aug 1, 1998

Evaluation of Coke Dust-Modified Asphalt Using Superpave

Publication: Journal of Materials in Civil Engineering
Volume 10, Issue 3

Abstract

The Atlantic Richfield Products Company located in Blaine, Wash. generates about 6,356 Mg (7,000 tons) of coke dust every year. The coke dust is produced during the process of calcination in the hearths, storage silos, conveyor systems, and during the loading process into rail cars. The main objective of this research study is to investigate the potential use of calcined and green coke (uncalcined) dusts as modifiers in hot mix asphalt paving mixtures. Six different blends including control were subjected to binder testing and grading using Superpave testing equipment and procedures. Hveem mix designs also were conducted on the six mixtures. Coke dust was added by total weight of the asphalt cement binder. Research results indicate that both coke dusts will act as reinforcing agents for the asphalt cement binders. Both coke dusts seem to improve asphalt cement performance (high stiffness) at high temperatures (58 and 64°C) with minimal adverse effect (increased stiffness) at low temperatures (−12 and −18°C). At intermediate temperatures, penetration values at 25°C will decrease and dynamic shear values at 19 and 22°C generally will increase as a result of coke dust addition. Viscosity (stiffness), dynamic shear, Hveem stability, and voids in mineral aggregate tend to increase as a result of adding coke dust (whether it is calcined or green). Also, there is a slight improvement in retention of asphalt coating when coke dust is used. All mixtures exceeded the minimum Washington State Department of Transportation specification requirements for class B hot mix asphalt concrete. Thus, if proper aggregate is used, permanent deformation (rutting) and stripping will be reduced in coke dust–modified asphalt pavements.

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References

1.
Ali, G. A., and Al-Jarallah, M. I. (1982). “Performance of sulphur-asphalt mixtures and pavements: The state-of-the-art.”Proc., The First Arab Regional Conf. on Sulphur and its Uses, Kuwait.
2.
Anderson, D. A., Dukatz, E. L., and Peterson, J. C. (1982). “The effectiveness of antistrip additives on the properties of asphalt cement.”Proc., Vol. 15, The Association of Asphalt Paving Technologists, St. Paul, Minn.
3.
Asphalt Institute. (1995). “SUPERPAVE.”Superpave Series No. 2 (SP-2), Asphalt Institute, Lexington, Ky.
4.
Bonemazzi, F., Braga, V., Corrieri, R., Giavarini, C., and Sartori, F. (1996). “Characteristics of polymers and polymer-modified binders.”Transp. Res. Rec. Rep. No. 1535, Transportation Research Board, National Research Council, Washington, D.C.
5.
Coplantz, J. S., Epps, J. A., and Quilici, L. (1987). “Antistrip additives: Background for a field performance study.”Transp. Res. Rec. Rep. No. 1115, Transportation Research Board, National Research Council, Washington, D.C.
6.
Huang, H., Shin-Che, Tia, M., and Ruth, B. E. (1995). “Evaluation of aging characteristics of modified asphalt mixtures.”Engineering properties of asphalt mixtures and the relationship to their performance, ASTM STP 1265, American Society of Testing and Materials, Phoenix, Ariz.
7.
Huang, H., and White, T. D. (1996). “Dynamic properties of fiber-modified overlay mixture.”Transp. Res. Rec. Rep. No. 1545, Transportation Research Board, National Research Council, Washington, D.C.
8.
Kennedy, T. W., Roberts, F. L., and Anagnos, J. N. (1984). Texas boiling test for evaluating moisture susceptibility of asphalt mixtures. Center for Transportation Research, University of Texas at Austin, Tex.
9.
Khosla, N. P., and Zahran, S. Z. (1987). “A mechanistic evaluation of carbon black modified mixtures.”Proc., Vol. 32, Canadian Technical Asphalt Association, Canada.
10.
Park, T., Lee, K., Salgado, R., Lovell, C. W., and Coree, B. J.(1997). “Use of pyrolyzed carbon black as additive in hot mix asphalt.”J. Transp. Engrg., ASCE, 123(6), 489–494.
11.
Rostler, F. S., White, R. M., and Dannenberg, E. M. (1977). “Carbon black as a reinforcing agent for asphalt.”Proc., Vol. 46, The Association of Asphalt Paving Technologists, St. Paul, Minn., 376–401.
12.
Tunnicliff, D. G., and Root, R. E. (1984). “Use of antistripping additives in asphaltic concrete mixtures.”NCHRP Rep. No. 274, Transportation Research Board, National Research Council, Washington, D.C.
13.
William, H. A. (1987). “Chemical modifiers to improve the strength and durability of asphalt concrete.”Transp. Res. Rec. Rep. No. 1115, Transportation Research Board, National Research Council, Washington, D.C.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 10Issue 3August 1998
Pages: 174 - 179

History

Published online: Aug 1, 1998
Published in print: Aug 1998

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Authors

Affiliations

Ramzi Taha, Associate Member, ASCE,
Asst. Prof., Dept. of Civ. Engrg., Sultan Qaboos Univ., P.O. Box 33, Al-Khoud, Muscat, PC 123, Sultanate of Oman.
Galal Ali
Assoc. Prof., Dept. of Civ. Engrg., Sultan Qaboos Univ., P.O. Box 33, Al-Khoud, Muscat, PC 123, Sultanate of Oman.
Murshed Delwar
Grad. Res. Asst., Dept. of Civ. and Envir. Engrg., Washington State Univ., Pullman, WA 99164-2910.

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