TECHNICAL PAPERS
Oct 1, 2001

Refinement of the Superpave Specification Parameter for Performance Grading of Asphalt

Publication: Journal of Transportation Engineering
Volume 127, Issue 5

Abstract

The Superpave specification parameter |G*|/sin δ for high temperature performance grading of paving asphalts has not been found to be adequate in rating various binders, especially some polymer-modified ones, for their rutting resistance. This has led researchers to seek other possible parameters that may better relate to rutting resistance and also to search for ways to improve the existing parameter |G*|/sin δ so that it is more sensitive to pavement performance. Some researchers have suggested the repeated creep and recovery test, while others have used a semiempirical approach as a means to refine the existing Superpave specification parameter. The present work revisits the proposed refinements of the Superpave specification parameter and shows that the semiempirical approach involving curve-fitting of experimental data is not necessary if the derivations are based on fundamental concepts. The final equations obtained through a theoretical development are verified using part of the same experimental data that were used by the earlier researchers.

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References

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American Association of State Highway and Transportation Officials (AASHTO). ( 2000). “Method for determining the rheological properties of asphalt binder using a Dynamic Shear Rheometer (DSR).” AASHTO Provisional Standard Designation TP5-98, Washington, D.C.
2.
Bahia, H. U., Zeng, M., Zhai, H., and Khatri, A. ( 1999). “Superpave protocols for modified asphalt binders.” 15th Quarterly Progress Rep. for NCHRP Proj. 9-10, National Cooperative Highway Research Program, Washington, D.C.
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Bird, R. B., Armstrong, R. C., and Hassager, O. ( 1977). Dynamics of polymeric liquids, Vol. 1: Fluid mechanics, Wiley, New York.
4.
Bouldin, M. G., Dongré, R., and D'Angelo, J. ( 2001). “Proposed refinement to the Superpave high temperature specification parameter for performance graded binders.” 80th Annu. Meeting of the Transp. Research Board, Transp. Res. Rec., Washington, D.C.
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Bouldin, M. G., Dongré, R., Zanzotto, L., and Rowe, G. M. ( 2000). “The application of visco-elastic models to predict the relative performance of binders for grading purposes.” Proc., 2nd Eurasphalt and Eurobitume Congr., Vol. 1, 74–82.
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Desmazes, C., Lecomte, M., Lesueur, D., and Phillips, M. ( 2000). “A protocol for reliable measurement of zero-shear-viscosity in order to evaluate the anti-rutting performance of binders.” Proc., 2nd Eurasphalt and Eurobitume Congr., Vol. 1, 202–211.
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Phillips, M. C., and Roberts, C. ( 1996). “Binder rheology and asphaltic pavement permanent deformation; the zero-shear viscosity.” Proc., Eurasphalt and Eurobitume Congr.
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Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 127Issue 5October 2001
Pages: 357 - 362

History

Received: Oct 10, 2000
Published online: Oct 1, 2001
Published in print: Oct 2001

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Authors

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Aroon Shenoy
Sr. Res. Fellow, Turner-Fairbank Hwy. Res. Ctr., 6300 Georgetown Pike, McLean, VA 22101. E-mail: [email protected]

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