Abstract
This paper describes the development of a model for estimating the rutting performance of asphalt concrete pavement (HMA: dense grade) under various temperatures and loads. The model was developed using both Accelerated Pavement Testing (APT) and test road measurements. APT parameters were selected to match test road conditions (including asphalt structure, traffic load, and temperature) as closely as possible. The temperatures used were 33, 40, and 50°C, and the loads ranged from 41.2 to 80.4-kN (converted to equivalent single-axle loads for comparison to test road data). The results were used for developing a rutting model with temperature and the number of standard axle loads as the variables. The APT model was then used for estimating the cumulative load and the rutting depth on the test road under field conditions. The model estimates were compared with actual test road measurements, and a final model was calibrated using field data.
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References
AASHTO (1972). Interim guide for design of pavement structures, American association of State Highway and Transportation Official.
AI-Qadi, I. L. and Nassar, W. N. (2003). “Fatigue shift factors to predict HMA performance.” International Journal of Pavement Engineering, Vol. 4, No. 2, pp. 69–76.
Archilla, A. R. and Madanat, S. (2000). “Development of a pavement model from experimental data” Journal of Transportation Engineering, Vol. 126, No. 4, pp. 291–299.
Finn, F., Saraf, C. L., Kulkarni, R., Nair, K., Smith, W., and Abdullah, A. (1986). Development of pavement structural subsystems, NCHRP Report 291, National Research Council, Washington D.C.
Kang, M. S., Suh, Y. C., Park, D. Y. (2001). Quantification of damage reduction by vehicle wandering for highway pavements, MSc Thesis, Hanyang University.
Korea Highway Corporation (2002). A study on the construction and management of korea highway test road (V), Report No. PA-02-08.
Korea Highway Corporation (2007). Verification of design method for asphalt pavement using accelerated pavement testing and investigation of quality improvement of concrete pavement, Research Report.
Metcalf, J. B. (1996). NCHRP Synthesis of highway practice 235: Application of full-scale accelerated pavement testing, Transportation Research Board, National Research Council, Washington, D.C., pp. 110.
Michael, W. B. (2004). NCHRP synthesis 325: Significant findings from full-scale accelerated pavement testing, Transportation Research Board, National Research Council, Washington, D.C., pp. 49–50.
Molenaar, A. A. A., Groenendijk, J., and Van Dommelen, A. (1999). “Development of performance models from APT.” Proceedings of the First International Conference on Accelerated Pavement Testing, Reno, Nev., Oct. pp. 18–20 (CD ROM).
Odermatt, N., Janoo, V., and Magnusson, R. (1999). “Analysis of permanent deformation in subgrade material using a heavy vehicle simulator.” (CD-ROM), Proceedings of the First International Conference on Accelerated Pavement Testing, Reno, Nev., Oct. pp. 18–20.
Organization for Economic Cooperation and Development (OECD) (1988). Heavy trucks, climate and pavement damage, Prepared by an OECD Scientific Experts Group, Paris.
Prozzi, J. A. and Guo, R. (2007). Reliability-based approach for using LTPP and APT test results for estimating fatigue performance, Transportation Research Board, Washington, D.C.
Seo, Y. (2010). “Distress evolution in highway flexible pavement: A 5-Year study at the korea highway corporation test road.” Journal of Testing and Evaluation, Vol. 38, No. 1, pp. 32–41.
Williams, R. C. and Prowell, B. D. (1999). “Comparison of Laboratory wheel-tracking test results with westrack performance.” Transportation Research Record 1681, Transportation Research Board, National Research Council, Washington, D.C., pp. 121–128.
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Suh, YC., Cho, NH. Development of a rutting performance model for asphalt concrete pavement based on test road and accelerated pavement test data. KSCE J Civ Eng 18, 165–171 (2014). https://doi.org/10.1007/s12205-014-0394-5
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DOI: https://doi.org/10.1007/s12205-014-0394-5