TECHNICAL PAPERS
Nov 15, 2010

Relationship between Molecular Compositions and Rheological Properties of Neat Asphalt Binder at Low and Intermediate Temperatures

Publication: Journal of Materials in Civil Engineering
Volume 22, Issue 12

Abstract

The main objective of this study was to establish the relationship between asphalt binder deformation properties at intermediate and low temperatures, its molecular compositions, and mix performance. To achieve this objective, nine straight binders obtained from two asphalt suppliers were tested using the ductility and the direct tensile tests. To assess the results of these tests, selected asphalt binders were evaluated using high pressure gel permeation chromatography (HP-GPC), differential scanning calorimetry (DSC), and dynamic mechanical analysis. Measurements showed that an inverse correlation exists between binder ductility at intermediate temperatures and failure strain at low temperatures. In other words, a binder that provides high ductility at intermediate temperatures would be characterized by poor elongation properties at low temperatures. This trend was related to the binder molecular compositions as characterized by HP-GPC. An increase in the binder content of low molecular weight results in an increase in its ductility at intermediate temperatures. However, an increase in paraffinic maltene content results in the binder tending to crystallize at higher temperatures as it approaches the glassy region. This was confirmed through DSC measurements, which showed that an increase in crystalline fractions may have a negative impact on the binder stiffness at low temperatures. In general, physical properties of the binder can be strongly linked to its molecular constituents. In addition, there was a positive correlation between the binder ductility and the measured tensile strength of the mixture as well as its strain at failure. Using a binder with a high ductility resulted in a mixture with greater indirect tensile strength and a stronger ability to resist cracking at intermediate temperatures.

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Acknowledgments

The financial support provided by the Louisiana Transportation Research Center (LTRC) is greatly appreciated. The writers would like to acknowledge the assistance of T. Naidoo and S. Bradley of Louisiana State University, and W. Gueho of LTRC.

References

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Roberts, F. L., Kandhal, P. S., Brown, E. R., Lee, D., and Kennedy, T. W. (1996). Hot mix asphalt materials, mixture design, and construction, 2nd Ed., Napa Education Foundation, Lanham, Md.
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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 22Issue 12December 2010
Pages: 1288 - 1294

History

Received: Dec 26, 2009
Accepted: May 23, 2010
Published online: Nov 15, 2010
Published in print: Dec 2010

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Authors

Affiliations

Mostafa A. Elseifi, A.M.ASCE
Assistant Professor, Dept. of Civil and Environmental Engineering, Louisiana State Univ., 3506 Patrick Taylor Hall, Baton Rouge, LA 70803 (corresponding author).
Louay N. Mohammad
Irma Louise Rush Stewart Distinguished Professor, Louisiana State Univ., 3508A Patrick Taylor Hall, Baton Rouge, LA 70803.
Ionela Glover
Ph.D. Associate, Louisiana State Univ., 3506 Patrick Taylor Hall, Baton Rouge, LA 70803.
Ioan Negulescu
Professor, Louisiana State Univ., 3506 Patrick Taylor Hall, Baton Rouge, LA 70803.
William H. Daly
Alumni Professor, Louisiana State Univ., 3506 Patrick Taylor Hall, Baton Rouge, LA 70803.
Christopher Abadie
Materials Research Administrator, Louisiana Transportation Research Center, 4101 Gourrier Ave., Baton Rouge, LA 70808.

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