Technical Papers
Apr 30, 2018

Three-Stage Damage Evolution of Asphalt Mixture in the Wet Hamburg Wheel Tracking Device Test Using X-Ray Computed Tomography

Publication: Journal of Materials in Civil Engineering
Volume 30, Issue 7

Abstract

The Hamburg wheel tracking device (HWTD) test is widely used; however, limited research has been performed to fully understand the damage evolution of the asphalt mixture in the wet HWTD test. In this study, intuitive image analysis and air voids (AV) content analysis based on computed tomography (CT)-scanned samples confirmed and further supplemented the failure pattern of the HWTD testing specimens in three stages. The results indicate that the change in the calculated AV content and 3D reconstructed AV images from the CT analysis correlated well with the responses of the HWTD testing samples at different stages. Additionally, the decrease in closed voids in the sample can be used as an indicator of both the integrity of the specimen and the degree of damage in the HWTD test. Further, it was found that the optimum binder content determined by the wet HWTD test can reflect both the rutting resistance and moisture sensitivity of the HMA. The HWTD test is recommended as a pass/failure criterion during the design process of asphalt pavement.

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Acknowledgments

The authors gratefully acknowledge the financial support by the National Natural Science Foundation of China under Grant No. 51478351.

References

AASHTO. 2011. Standard method of test for Hamburg wheel-track testing of compacted hot mix asphalt (HMA). Washington, DC: AASHTO.
Al-Khateeb, G., and I. Basheer. 2009. “A three-stage rutting model utilising rutting performance data from the Hamburg wheel-tracking device (WTD).” Road Transp. Res.: A J. Aust. N Z Res. Pract. 18 (3): 12–20.
Aschenbrener, T. 1995. Evaluation of Hamburg wheel-tracking device to predict moisture damage in hot-mix asphalt, 193. Washington, DC: Transportation Research Board of the National Academies.
Aschenbrener, T., and G. Currier. 1993. Influence of testing variables on the results from the Hamburg wheel-tracking device. Washington, DC: US Dept. of Transportation, Federal Highway Administration.
Chaturabong, P., and H. U. Bahia. 2017. “Mechanisms of asphalt mixture rutting in the dry Hamburg Wheel Tracking test and the potential to be alternative test in measuring rutting resistance.” Constr. Build. Mater. 146: 175–182. https://doi.org/10.1016/j.conbuildmat.2017.04.080.
Gerritsen, A. H., and D. J. Jongeneel. 1988. “Fatigue properties of asphalt mixes under conditions of very low loading frequencies.” In Proc., Association of Asphalt Paving Technologists, 94–115. St. Paul, MN: AAPT.
Gogula, A., M. Hossain, J. Boyer, and S. Romanoschi. 2003. “Effect of PG binder grade and source on performance of Superpave mixtures under Hamburg wheel tester.” In Proc., 2003 Mid-Continent Transportation Research Symp. Ames, IA: Center for Transportation Research and Education.
Han, J., W. Sun, and G. Pan. 2012. “In situ dynamic XCT imaging of the microstructure evolution of cement mortar in accelerated carbonation reaction.” Mag. Concr. Res. 64 (11): 1025–1031. https://doi.org/10.1680/macr.11.00173.
Huang, W., Q. Lv, and F. Xiao. 2016. “Investigation of using binder bond strength test to evaluate adhesion and self-healing properties of modified asphalt binders.” Constr. Build. Mater. 113: 49–56. https://doi.org/10.1016/j.conbuildmat.2016.03.047.
Im, S., F. Zhou, R. Lee, and T. Scullion. 2014. “Impacts of rejuvenators on performance and engineering properties of asphalt mixtures containing recycled materials.” Constr. Build. Mater. 53: 596–603. https://doi.org/10.1016/j.conbuildmat.2013.12.025.
Izzo, R., and M. Tahmoressi. 1999. Use of the Hamburg wheel-tracking device for evaluating moisture susceptibility of hot-mix asphalt, 76–85. Washington, DC: Transportation Research Board of the National Academies.
Kandhal, P., and I. Rickards. 2001. “Premature failure of asphalt overlays from stripping: Case histories.” Assoc. Asphalt Paving Technol. 70: 301–351.
Liu, X., S. Wu, Q. Ye, J. Qiu, and B. Li. 2008. “Properties evaluation of asphalt-based composites with graphite and mine powders.” Constr. Build. Mater. 22 (3): 121–126. https://doi.org/10.1016/j.conbuildmat.2006.10.004.
Lu, Q. 2005. Investigation of conditions for moisture damage in asphalt concrete and appropriate laboratory test methods. Ph.D. dissertation, Univ. of California Transportation Center.
Lu, Q., and J. Harvey. 2011. Laboratory evaluation of open-graded asphalt mixes with small aggregates and various binders and additives, 61–69. Washington, DC: Transportation Research Board of the National Academies.
Ma, T., D. Zhang, Y. Zhang, Y. Zhao, and X. Huang. 2016. “Effect of air voids on the high-temperature creep behavior of asphalt mixture based on three-dimensional discrete element modeling.” Mater. Des. 89: 304–313. https://doi.org/10.1016/j.matdes.2015.10.005.
Qi, L., A. Sha, and K. Chen. 2009. “Research on the water stability of asphalt mixtures based on HWTD.” J. Wuhan Univ. Technol. 31 (8): 42–45.
Stuart, K. D., and R. P. Izzo. 1995. Correlation of Superpave G*/sinδ with rutting susceptibility from laboratory mixture tests, 176–183. Washington, DC: Transportation Research Board of the National Academies.
Underwood, B. S., and Y. R. Kim. 2014. “A four phase micro-mechanical model for asphalt mastic modulus.” Mech. Mater. 75: 13–33. https://doi.org/10.1016/j.mechmat.2014.04.001.
Walubita, L. F., A. N. Faruk, S. I. Lee, D. Nguyen, R. Hassan, and T. Scullion. 2014. HMA shear resistance, permanent deformation, and rutting tests for Texas mixes. College Station, TX: Texas A&M Transportation Institute.
Walubita, L. F., A. N. Faruk, J. Zhang, X. Hu, and S. I. Lee. 2016. “The Hamburg rutting test—Effects of HMA sample sitting time and test temperature variation.” Constr. Build. Mater. 108: 22–28. https://doi.org/10.1016/j.conbuildmat.2016.01.031.
Wang, L., J. Frost, and N. Shashidhar. 2001. Microstructure study of WesTrack mixes from X-ray tomography images, 85–94. Washington, DC: Transportation Research Board of the National Academies.
Yin, F., E. Arambula, R. Lytton, A. Martin, and L. Cucalon. 2014. Novel method for moisture susceptibility and rutting evaluation using Hamburg wheel tracking test, 1–7. Washington, DC: Transportation Research Board of the National Academies.
Zhang, C., H. Wang, Z. You, and X. Yang. 2016. “Compaction characteristics of asphalt mixture with different gradation type through Superpave gyratory compaction and X-ray CT scanning.” Constr. Build. Mater. 129: 243–255. https://doi.org/10.1016/j.conbuildmat.2016.10.098.

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 30Issue 7July 2018

History

Received: Oct 17, 2017
Accepted: Jan 25, 2018
Published online: Apr 30, 2018
Published in print: Jul 1, 2018
Discussion open until: Sep 30, 2018

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Authors

Affiliations

Quan Lv
Ph.D. Student, Key Laboratory of Road and Traffic Engineering, Ministry of Education, Tongji Univ., Shanghai 201804, PR China.
Weidong Huang [email protected]
Professor, Key Laboratory of Road and Traffic Engineering, Ministry of Education, Tongji Univ., Shanghai 201804, PR China (corresponding author). Email: [email protected]
Hussain U. Bahia, Ph.D., P.E., M.ASCE
Professor, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin—Madison, 3350 Engineering Hall, 1415 Engineering Dr., Madison, WI 53706.
Naipeng Tang
Research Assistant, Key Laboratory of New Technology for Construction of Cities in Mountain Area, Ministry of Education, Chongqing Univ., Chongqing 400045, PR China.
Tangliang Zhu
Research Assistant, Key Laboratory of Road and Traffic Engineering, Ministry of Education, Tongji Univ., Shanghai 201804, PR China.

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