TECHNICAL PAPERS
Aug 1, 2006

Evaluation of Viscosity Values for Mixing and Compaction Temperatures

Publication: Journal of Materials in Civil Engineering
Volume 18, Issue 4

Abstract

For many years, ASTM D 2493 has been used as a reference for determining mixing and compaction temperatures for asphalt binders. However, this method only applies to neat or unmodified binders. With the inception of modified binders, which incorporate various additives that stiffen binders, this method predicts unreasonably high mixing and compaction temperatures. The current study examined 50 commercially available binders. In this study, the viscosity values that are used for temperature selection were evaluated. Modified binders that are currently in industry are stiff, which makes it not possible to achieve reasonable temperatures using the current viscosity values. Therefore it was necessary to determine more appropriate viscosity ranges. Based on testing done with these binders, more reasonable viscosity ranges, centered on values of 0.275 and 0.550Pas , were chosen. The new viscosity range, coupled with a higher shear rate of 500s1 , resulted in more reasonable mixing and compaction temperatures that were from 13to52°C lower than the traditional method.

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References

ASTM. (1962). “Symposium on fundamental viscosity of bituminous materials.” Special Technical Publication No. 328, New York.
ASTM. (2001). “Standard viscosity temperature chart for asphalts.” ASTM D 2493, Annual Book of ASTM Standards V. 05.01 (Petroleum Products and Lubricants), West Conshohocken, Pa.
The Asphalt Institute. (2001). Superpave mix designs, Superpave Series No. 2 (SP-2), 3rd Ed., Lexington, Ky.
The Asphalt Institute Online. (2003). “Laboratory mixing and compaction temperatures.” Asphalt Institute Technical Bulletin, ⟨http://www.asphaltinstitute.org/upload/Lab_Mixing_Compaction_Temps.pdf⟩ (Jan. 5, 2004).
Khatri, A., Bahia, H., and Hanson, D. (2001). “Mixing and compaction temperatures for modified binders using the superpave gyratory compactor.” Asph. Paving Technol., 70, 368–402.
Reinke, G. (2000). “Prepared discussion to mixing and compaction temperatures for superpave mixes.” Asph. Paving Technol., 69, 59–64.
Yildirim, Y., and Kennedy, T. W. (2003). “Calculation of shear rate on asphalt binder in the superpave gyratory compactor.” Turk. J. Eng. Environ. Sci., 27(6), 375–381.
Yildirim, Y., Solaimanian, M., and Kennedy, T. W. (2000). “Mixing and compaction temperatures for superpave mixes.” Asph. Paving Technol., 69, 34–71.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 18Issue 4August 2006
Pages: 545 - 553

History

Received: Jul 20, 2004
Accepted: Sep 22, 2005
Published online: Aug 1, 2006
Published in print: Aug 2006

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Notes

Note. Associate Editor: Louay N. Mohammad

Authors

Affiliations

Yetkin Yildirim [email protected]
P.E.
Project Manager of the Superpave Asphalt Technology Program, The Univ. of Texas at Austin, 3208 Red River CTR 318, Austin, TX 78705. E-mail: [email protected]
Jason Ideker [email protected]
Graduate Student, The Univ. of Texas at Austin, 1 University Station, Mail Code: R9100, Austin, TX 78712. E-mail: [email protected]
Darren Hazlett [email protected]
P.E.
Texas Dept. of Transportation, Construction Division, Materials Section, 9500 N. Lake Creek Parkway, Building 51, Cedar Park, TX 78717. E-mail: [email protected]

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