TECHNICAL PAPERS
Dec 1, 2005

Direct Measurement of Asphalt Binder Thermal Cracking

Publication: Journal of Materials in Civil Engineering
Volume 17, Issue 6

Abstract

A new simple test device is proposed to directly measure the critical temperatures for thermal cracking of asphalt binders. Using the dissimilar coefficients of thermal expansion for asphalt binders and common metals, the asphalt binder cracking device (ABCD) was developed to simulate thermal cracking of asphalt pavement in the laboratory. The ABCD consists of a metal ring, a strain gauge glued to the inner side of the ring, an environmental chamber, and a data acquisition system. Development of thermal stress within the asphalt binder during cooling is monitored by the strain gauge and the cracking temperature can be directly determined from the strain reading. A simplified theoretical analysis of the ABCD shows that the effects of thermal contraction of the asphalt binder and aggregate and the elastic properties of aggregates on thermal cracking could be reproduced in an ABCD test by adjusting the specimen and device geometries. Preliminary test data support the concept of the ABCD.

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Acknowledgements

This project is supported by the National Cooperative Highway Research Program–Innovation Deserving Exploratory Analysis (NCHRP-IDEA) Program. The writer is thankful to Dr. Olga Puzic of Exxonmobil for supplying test samples and valuable comments.

References

Bahia, H. U., Hanson, D. I., Zeng, M., Zhai, H., Khatri, M. A., and Anderson, R. M. (2001). “Characterization of modified asphalt binders in Superpave mix design.” NCHRP Rep. 459, Transportation Research Board, Washington, D.C.
Bouldin, M. G., Dongre, R., Rowe, G. M., Sharrock, M. J., and Anderson, D. A. (2000). “Predicting thermal cracking of pavements from binder properties: Theoretical basis and field validation.” J. Association of Asphalt Paving Technologists, 69, 455–496.
Hibbeler, R. C. (1997). Mechanics of materials, 3rd Ed., Prentice Hall, Upper Saddle River, N.J.
Hossain, K. B., Pease, B., and Weiss, J. (2003). “Quantifying early-age stress development and cracking in low W/C concrete using the restrained ring-test with acoustic emission.” Transportation Research Record. 1834, Transportation Research Board, Washington, D.C., 24–32.
Kennedy, T. W., et al. (1994). “Superior performing asphalt pavements (Superpave): The product of the SHRP Asphalt Research Program.” Rep. SHRP-A-410, Strategic Highway Research Program, Washington, D.C.
Masad, E., Somadevan, N., Bahia, H. U., and Kose, S. (2001). “Modeling and experimental measurements of strain distribution in asphalt mixes.” J. Transp. Eng., 127(6), 477–485.
Roy, S. D., and Hesp, S. A. M. (2001). “Low-temperature binder specification development: Thermal stress restrained specimen testing of asphalt binders and mixtures.” Transportation Research Report. 1766, Transportation Research Board, Washington, D.C., 7–14.
Van der Poel, C. (1954). “A general system describing the visco-elastic properties of bitumens and its relation to routine test data.” J. Appl. Chem., 4, 221–236.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 17Issue 6December 2005
Pages: 632 - 639

History

Received: Sep 13, 2002
Accepted: Feb 9, 2004
Published online: Dec 1, 2005
Published in print: Dec 2005

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Notes

Note. Associate Editor: Mary Stroup-Gardiner

Authors

Affiliations

Sang-Soo Kim, M.ASCE [email protected]
Associate Professor, Dept. of Civil Engineering, 135 Stocker Center, Ohio Univ., Athens OH 45701. E-mail: [email protected]

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