Technical Papers
Aug 28, 2012

Double Punch Test: Simple Performance Test to Evaluate the Fatigue and Rutting Potential of Asphalt Concrete

Publication: Journal of Materials in Civil Engineering
Volume 25, Issue 5

Abstract

The primary distresses of the asphalt pavement are rutting, fatigue cracking, and thermal cracking. Laboratory tests can be conducted to characterize the expected performance of asphalt concrete in the field. This study evaluated the double punch test (DPT) as an alternative test method to characterize the fatigue and rutting of asphalt concrete due to its simplicity. In DPT, a cylindrical asphalt concrete specimen is compressed vertically through two steel punches placed concentrically on the top and bottom. The specimen fails along the diametrical plane due to the tensile strain generated in the tangential direction. Double punch tests were performed at intermediate and high temperatures to characterize fatigue and rutting potential of asphalt concrete, respectively. The DPT results were found to correlate well with fatigue parameters from indirect tensile (IDT) tests for fatigue and flow number test results for rutting, both of which have been reported to correlate well with field fatigue and rutting performance, respectively. The results indicate that the DPT can serve as a viable alternative to evaluate the fatigue and rutting behavior of asphalt concrete.

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References

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 25Issue 5May 2013
Pages: 645 - 652

History

Received: Feb 26, 2012
Accepted: Jun 25, 2012
Published online: Aug 28, 2012
Published in print: May 1, 2013

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Authors

Affiliations

Haifang Wen, Ph.D. [email protected]
P.E.
M.ASCE
Assistant Professor, Dept. of Civil and Environmental Engineering, Washington State Univ., P.O. Box 642910, Spokane St., Sloan Hall 41, Pullman, WA 99164-2910 (corresponding author). E-mail: [email protected]
Sushanta Bhusal [email protected]
Research Assistant, Dept. of Civil and Environmental Engineering, Washington State Univ., Spokane St., Sloan Hall 37, Pullman, WA 99164-2910. E-mail: [email protected]
Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Washington State Univ., Spokane St., Sloan Hall 37, Pullman, WA 99164-2910. E-mail: [email protected]

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