Technical Papers
Jan 26, 2012

Low Temperature Fracture Properties of Polyphosphoric Acid Modified Asphalt Mixtures

Publication: Journal of Materials in Civil Engineering
Volume 24, Issue 8

Abstract

The low temperature fracture properties of polyphosphoric acid (PPA) modified mixtures are evaluated and compared with those of polymer modified mixtures. The main objective is to determine whether PPA can partially or completely substitute traditional polymer modifiers, without adversely affecting the mixture’s resistance to thermal cracking. Laboratory compacted and field cored test samples from the Minnesota Road Research Project (MnROAD) were tested using traditional methods as well as newly developed fracture testing protocols: indirect tensile test (IDT), semicircular bending test (SCB), and disk-shaped compact tension test (DCT). The effects of temperature, air-void content, comma and long-term aging on low temperature fracture properties were analyzed; and field performance observations of the test cells from MnROAD were discussed. On the basis of the analysis, the fracture resistance of the PPA modified mixture is less than that of the SBS modified mixture. However, when PPA is used to substitute part of the SBS, a mixture with fracture resistance comparable to that of the mixture modified with SBS alone is produced.

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Acknowledgments

This research was sponsored by Federal Highway Administration National Pooled Fund Study TPF-5(132) led by the Minnesota Department of Transportation. This support is gratefully acknowledged. The authors also acknowledge Dr. Eshan Dave for providing DCT test results for all asphalt mixtures. The results and opinions presented are those of the authors and do not necessarily reflect those of the sponsoring agencies.

References

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 24Issue 8August 2012
Pages: 1089 - 1096

History

Received: Mar 31, 2011
Accepted: Jan 24, 2012
Published online: Jan 26, 2012
Published in print: Aug 1, 2012

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Authors

Affiliations

Eyoab T. Zegeye [email protected]
Ph.D. Candidate, Univ. of Minnesota, 500 Pillsbury Dr. SE, Minneapolis, MN 55455 (corresponding author). E-mail: [email protected]
Ki H. Moon
Ph.D. Candidate, Univ. of Minnesota, 500 Pillsbury Dr. SE, Minneapolis, MN 55455.
Mugur Turos
Scientist, Univ. of Minnesota, 500 Pillsbury Dr. SE, Minneapolis, MN 55455.
Timothy R. Clyne
MnROAD Operations Engineer, Mn/DOT Office of Materials and Road Research, 1400 Gervais Ave., Maplewood, MN 55109.
Mihai O. Marasteanu
Associate Professor, Univ. of Minnesota, 500 Pillsbury Dr. SE, Minneapolis, MN 55455.

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