Chapter
Oct 3, 2019
Transportation Research Congress 2017

Exploratory Analysis of Long-Term Performance of Pavement Using Reclaimed Asphalt Pavement

Publication: Transportation Research Congress 2017: Sustainable, Smart, and Resilient Transportation

ABSTRACT

As the development of automatic pavement performance data collection equipment, the amount of data faced by pavement managerial agencies becomes intractable. Due to the massive amount of data available at the pavement management system, it is difficult to determine which data element is the most important. This paper aimed to addressing this issue through an exploratory analysis of the data from the long-term pavement performance (LTPP) program. The data primarily collected from the specific pavement study 5 (SPS-5) were analyzed in the study. The results in the study showed the cracking especially the alligator and wheel path longitudinal cracking significantly impacted the deterioration of the pavements’ long-term performance. The rutting was more crucial to the riding quality of the asphalt pavement than the cracks. The sections containing up to 30% RAP achieved similar performance in terms of IRI, wheel path longitudinal cracking, and transverse cracking. Compared with section using virgin HMA only, sections containing RAP showed less rutting.

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REFERENCES

Ahmed, A., Labi, S., Li, Z., and Shields, T. (2013). “Aggregate and disaggregate statistical evaluation of the performance-based effeectiveness of long-term pavement performance specific pavement study-5 (LTPP SPS-5) flexible pavement rehabilitation treatments.” Structure and Infrastructure Engineering, 9(2), 172–187.
Dong, Q. and Huang, B. (2015). “Failure probability of resurfaced preventive maintenance treatments: Investigation into long-term pavement performance program.” Transportation Research Record: Journal of the Transportation Research Board, (2481), 65–74.
Gong, H., Dong, Q., Huang, B., and Jia, X. (2015). “Effeectiveness analyses of flexible pavement preventive maintenance treatments with LTPP SPS-3 experiment data.” Journal of Transportation Engineering, 142(2), 04015045.
Haider, S. and Dwaikat, M. (2011). “Estimating optimum timing for preventive maintenance treatment to mitigate pavement roughness.” Transportation Research Record: Journal of the Transportation Research Board, (2235), 43–53.
Hall, K. T., Simpson, A. L., and Correa, C. E. (2002). LTPP data analysis: effeectiveness of maintenance and rehabilitation options. National Cooperative Highway Research Program Washington, DC.
Hong, F., Chen, D.-H., and Mikhail, M. (2010). “Long-term performance evaluation of recycled asphalt pavement results from Texas: pavement studies category 5 sections from the long-term pavement performance.” Transportation Research Record: Journal of the Transportation Research Board, (2180), 58–66.
Kim, Y. R. and Park, H.-G. (2002). “Use of falling weight deflectometer multi-load data for pavement strength estimation.” Report no. FHWA/NC/2002-006
Miller, J. S. and Bellinger, W. Y. (2003). “Distress identification manual for the long-term pavement performance program.” Report No. FHWA-RD-03-031.
Park, S. and Kim, Y. (1997). “Temperature correction of backcalculated moduli and deflections using linear viscoelasticity and time-temperature superposition.” Transportation Research Record: Journal of the Transportation Research Board, (1570), 108–117.
Thompson, M. (1989). “Area under the pavement profile to predict strain.” Informal Presentation at FWD Users Group Annual Meeting, Indianapolis, IN.
Von Quintus, H. L., Simpson, A. L., and Eltahan, A. A. (2006). “Rehabilitation of asphalt concrete pavements: Initial evaluation of the sps-5 experiment–final report.” Report no.
Wang, G., Morian, D., and Frith, D. (2012). “Cost-benefit analysis of thin surface treatments in pavement treatment strategies and cycle maintenance.” Journal of Materials in Civil Engineering, 25(8), 1050–1058.
West, R., Michael, J., Turochy, R., and Maghsoodloo, S. (2011). “Use of data from specific pavement studies experiment 5 in the long-term pavement performance program to compare virgin and recycled asphalt pavements.” Transportation Research Record: Journal of the Transportation Research Board, 2208(1): 82-9.

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Published In

Go to Transportation Research Congress 2017
Transportation Research Congress 2017: Sustainable, Smart, and Resilient Transportation
Pages: 164 - 173
Editors: Linbing Wang, Ph.D., Virginia Polytechnic University, Hongren Gong, Ph.D., University of Tennessee, Knoxville, and Baoshan Huang, Ph.D., University of Tennessee, Knoxville
ISBN (Online): 978-0-7844-8251-3

History

Published online: Oct 3, 2019

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Shanghai Municipal Engineering Design Institute (Group) Co., Ltd., Gemini A601, Qingfen Rd. North, Yubei District, Chongqing, China. E-mail: [email protected]

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