Applicability of Superpave to Modified Asphalts: A Mixture Study

Author:

Jones Stephen D.1,Mahboub Kamyar C.2,Michael Anderson R.1,Bahia Hussain U.3

Affiliation:

1. Asphalt Institute, P. O. Box 14052, Lexington, KY 40512-4052

2. 263 Civil Engineering/Transportation Building, University of Kentucky, Lexington, KY 40506-0281

3. 2210 Engineering Building, 1415 Engineering Drive, University of Wisconsin-Madison, Madison, WI 53076

Abstract

Superpave binder and mixture specifications are currently being reviewed for their applicability to modified asphalts. This study was designed to evaluate a series of modified binders with the same Superpave performance grade (PG 76-22). The experiment was based on the following hypothesis: The performance characteristics for a given asphalt mixture will be the same for all PG 76-22 binders. The performance indicators analyzed in this study were obtained from a suite of laboratory mixture performance tests. The study, which also included a PG 64-22 asphalt to serve as the control, revealed that the hypothesis may be rejected. That is, mixture performance potential would be significantly different for various modified asphalts of the same performance grade. Loading frequency and strain dependency were noted as the most significant behaviors to address. Finally, recommendations were made for possible modifications of Superpave specifications to address these issues.

Publisher

SAGE Publications

Subject

Mechanical Engineering,Civil and Structural Engineering

Reference2 articles.

1. MayR. W., and McGennisB. Superpave Asphalt Mixture Analysis. Course Text. Office of Technology Applications, Federal Highway Administration, National Asphalt Training Center, Asphalt Institute, Sept. 1996, 121 pp.

Cited by 1 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Effect of Styrene Butadiene Styrene Modifier on Cracking Resistance of Asphalt Mixture;Transportation Research Record: Journal of the Transportation Research Board;2003-01

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