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Pavement performance evaluation models for South Carolina

  • Highway Engineering
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Abstract

This paper develops pavement performance evaluation models using data from primary and interstate highway systems in the state of South Carolina, USA. Twenty pavement sections are selected from across the state, and historical pavement performance data of those sections are collected. A total of 8 models were developed based on regression techniques, which include 4 for Asphalt Concrete (AC) pavements and 4 for Jointed Plain Concrete Pavements (JPCP). Four different performance indicators are considered as response variables in the statistical analysis: Present Serviceability Index (PSI), Pavement Distress Index (PDI), Pavement Quality Index (PQI), and International Roughness Index (IRI). Annual Average Daily Traffic (AADT), Free Flow Speed (FFS), precipitation, temperature, and soil type (soil Type A from Blue Ridge and Piedmont Region, and soil Type B from Coastal Plain and Sediment Region) are considered as predictor variables. Results showed that AADT, FFS, and precipitation have statistically significant effects on PSI and IRI for both JPCP and AC pavements. Temperature showed significant effect only on PDI and PQI (p < 0.01) for AC pavements. Considering soil type, Type B soil produced statistically higher PDI and PQI (p < 0.01) compared to Type A soil on AC pavements; whereas, Type B soil produced statistically higher IRI and PSI (p < 0.001) compared to Type A soil on JPCP pavements. Using the developed models, local transportation agencies could estimate future corrective actions, such as maintenance and rehabilitation, as well as future pavement performances.

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References

  • American Association of State Highway and Transportation Officials (AASHTO) (2008). Standard specification for classification of soils and soil-aggregate mixtures for highway construction purposes, M 145–91, Washington, D. C.

    Google Scholar 

  • Ahmed, K., Abu-Lebdeh, G., and Lyles, R. W. (2006). “Prediction of pavement distress index with limited data on causal factors: An autoregression approach.” International Journal of Pavement Engineering, Vol. 7, No. 1), pp. 23–35, DOI: 10.1080/10298430500502017.

    Article  Google Scholar 

  • Al-Mansour, A., Sinha, K. C., and Kuczek, T. (1994). “Effects of routine maintenance on flexible pavement condition.” Journal of Transportation Engineering, Vol. 120, No. 1), pp. 65–73, DOI: 10.1061/(ASCE) 0733-947X(1994)120:1(65).

    Article  Google Scholar 

  • ARA, Inc. (2004). Guide for mechanistic-empirical design of new and rehabilitated pavement structures, National Cooperative Highway Research Program, Report 1-37A.

  • Archilla, A. R. and Madanat, S. (2001). “Statistical model of pavement rutting in asphalt concrete mixes.” Transportation Research Record: Journal of the Transportation Research Board, No. 1764, pp. 70–77, DOI: 10.3141/1764-08.

    Article  Google Scholar 

  • Baus, R. L. and Hong, W. (2004). Development of profiler-based rideability specifications for asphalt pavements and asphalt overlays, Federal Highway Administration, Report GT04-07.

    Google Scholar 

  • Baus, R. L. and Stires, N. R. (2010). Mechanistic-empirical pavement design guide implementation, Federal Highway Administration, Report GT006-10.

  • Chan, P. K., Oppermann, M. C., and Wu, S.-S. (1997). “North carolina’s experience in development of pavement performance prediction and modeling.” Transportation Research Record: Journal of the Transportation Research Board, No. 1592, pp. 80–88, DOI: 10.3141/1592-10.

    Article  Google Scholar 

  • Chang, C.-M., Baladi, G. Y., and Wolff, T. F. (2001). “Using pavement distress data to assess impact of construction on pavement performance.” Transportation Research Record: Journal of the Transportation Research Board, No. 1761, pp. 15–25, DOI: 10.3141/1761-03.

    Article  Google Scholar 

  • Chu, C.-Y. and Durango-Cohen, P. L. (2008). “Empirical comparison of statistical pavement performance models.” Journal of Infrastructure Systems, Vol. 14, No. 2), pp. 138–149, DOI: 10.1061/(ASCE)1076-0342(2008)14:2(138).

    Article  Google Scholar 

  • Cooper, S. B., Elseifi, M. A., and Mohammad, L. N. (2012). “Parametric evaluation of design input parameters on the mechanistic-empirical pavement design guide predicted performance.” International Journal of Pavement Research and Technology, Vol. 5, No. 4), pp. 218–224.

    Google Scholar 

  • DeLisle, R. R., Sullo, P., and Grivas, D. A. (2003). “Network-level pavement performance prediction model incorporating censored data.” Transportation Research Record: Journal of the Transportation Research Board, No. 1853, pp. 72–79, DOI: 10.3141/1853-09.

    Article  Google Scholar 

  • Dowling, R., Kittelson, W., Zegeer, J., and Skabardonis, A. (1997). Planning techniques to estimate speeds and service volumes for planning applications, National Cooperative Highway Research Program, Report 387.

  • Ferreira, A., Picado-Santos, L. D., Wu, Z., and Flintsch, G. (2011). “Selection of pavement performance models for use in the portuguese PMS.” International Journal of Pavement Engineering, Vol. 12, No. 1), pp. 87–97, DOI: 10.1080/10298436.2010.506538.

    Article  Google Scholar 

  • Federal Highway Administration (FHWA) (2004). Pavement smoothness methodologies, FHWA-HRT-04-061 145-91. <www.fhwa.dot.gov/pavement/smoothness/index.cfm>

  • Gulen, S., Zhu, K., Weaver, J., Shan, J., and Flora, W. F. (2001). Development of improved pavement performance prediction models for the indiana pavement management system, Federal Highway Administration, Report FHWA/IN/JTRP-2001/17.

  • Gupta, A., Kumar, P., and Rastogi, R. (2014). “Critical review of flexible pavement performance models.” KSCE Journal of Civil Engineering, Vol. 18, No. 1), pp. 142–148, DOI: 10.1007/s12205-014-0255-2.

    Article  Google Scholar 

  • Hasan, M. R. M., Hiller, J. E., and You, Z. (2015). “Effects of mean annual temperature and mean annual precipitation on the performance of flexible pavement using MEDesign.” International Journal of Pavement Engineering (forthcoming), DOI: 10.1080/10298436. 2015.1019504.

  • Henning, T. F. P., Costello, S. B., Dunn, R. C. M., Parkman, C. C., and Hart, G. (2004). “The establishment of a long-term pavement performance study on the new zealand state highway Network.” Road and Transport Research, Vol. 13, No. 2), pp. 17–32.

    Google Scholar 

  • Hong, H. P. and Wang, S. S. (2003). “Stochastic modeling of pavement performance.” International Journal of Pavement Engineering, Vol. 4, No. 4), pp. 235–243, DOI: 10.1080/10298430410001672246.

    Article  Google Scholar 

  • Isa, A. H. M., Ma’ soem, D. M., and Hwa, L. T. (2005). “Pavement performance model for federal roads.” Proceedings of the Eastern Asia Society for Transportation Studies, Vol. 5, pp. 428–440.

    Google Scholar 

  • Johnson, K. D. and Cation, K. A. (1992). “Performance prediction development using three indexes for north dakota pavement management system.” Transportation Research Record: Journal of the Transportation Research Board, No. 1344, pp. 22–30.

    Google Scholar 

  • Keith, T. Z. (2015). Multiple regression and beyond: An introduction to multiple regression and structural equation modeling, Routledge, Taylor and Francis, New York, USA.

    Google Scholar 

  • Kim, S.-H. and Kim, N. (2006). “Development of performance prediction models in flexible pavement using regression analysis method.” KSCE Journal of Civil Engineering, Vol. 10, No. 2), pp. 91–96, DOI: 10.1007/BF02823926.

    Article  Google Scholar 

  • Li, X. Y., Zhang, R., Zhao, X., and Wang, H. N. (2014). “Sensitivity analysis of flexible pavements parameters by mechanistic-empirical design guide.” Applied Mechanics and Materials, Vol. 590, pp. 539–545, DOI: 10.4028/www.scientific.net/AMM.590.539.

    Article  Google Scholar 

  • Lu, D. Y., Lytton, R. L., and Moore, W. M. (1974). Forecasting serviceability loss of flexible pavements, Federal Highway Administration, Report TTI-2-8-74-57-1F.

    Google Scholar 

  • Madanat, S. (1993). “Incorporating inspection decisions in pavement management.” Transportation Research Part B: Methodological, Vol. 27, No. 6), pp. 425–438, DOI: 10.1016/0191-2615(93)90015-3.

    Article  Google Scholar 

  • Meegoda, J. N. and Gao, S. (2014). “Roughness progression model for asphalt pavements using long-term pavement performance data.” Journal of Transportation Engineering, Vol. 140, No. 8), pp. 1–7, DOI: 10.1061/(ASCE)TE.1943-5436.0000682.

    Article  Google Scholar 

  • Mikhail, M. Y. and Mamlouk, M. S. (1999). “Effect of traffic load on pavement serviceability.” ASTM Special Technical Publication, No. 1348, pp 7–20.

    Google Scholar 

  • Mills, L. N. O., Attoh-Okine, N. O., and McNeil, S. (2012). “Developing pavement performance models for delaware.” Transportation Research Record: Journal of the Transportation Research Board, No. 2304, pp. 97–103, DOI: 10.3141/2304-11.

    Article  Google Scholar 

  • Nassiri, S. and Bayat, A. (2013). “Evaluation of MEPDG seasonal adjustment factors for the unbound layers’ moduli using field moisture and temperature data.” International Journal of Pavement Research and Technology, Vol. 6, No. 1), pp. 45–51.

    Google Scholar 

  • National Centers for Environmental Information (NCEI) (2015). National Oceanic and Atmospheric Administration. <www.ncdc.noaa.gov>

  • Neter, J. and Wasserman, W. (1996). Applied linear statistical models, Irwin, Chicago.

  • Orobio, A. and Zaniewski, J. P. (2011). “Sampling-based sensitivity analysis of the mechanistic-empirical pavement design guide applied to material inputs.” Transportation Research Record: Journal of the Transportation Research Board, No. 2226, pp. 85–93, DOI: 10.3141/2226-09.

    Article  Google Scholar 

  • Paterson, W. D. O. (1986). “International roughness index: Relationship to other measures of roughness and riding quality.” Transportation Research Record: Journal of the Transportation Research Board, No. 1084, pp. 49–59.

    Google Scholar 

  • Pierce, C. E., Gassman, S. L., and Ray, R. P. (2011). Geotechnical materials database for embankment design and construction, Federal Highway Administration, Report FHWA-SC-11-02.

  • PMS Inc. (1990). PMS Final Specification Report, South Carolina Department of Transportation, Columbia, SC.

  • Prozzi, J. A. and Madanat, S. M. (2004). “Development of pavement performance models by combining experimental and field data.” Journal of Infrastructure Systems, Vol. 10, No. 1), pp. 9–22, DOI: 10.1061/(ASCE)1076-0342(2004)10:1(9).

    Article  Google Scholar 

  • Salama, H. K., Chatti, K., and Lyles, R. W. (2006). “Effect of heavy multiple axle trucks on flexible pavement damage using in-service pavement performance data.” Journal of Transportation Engineering, Vol. 132, No. 10), pp. 763–770, DOI: 10.1061/(ASCE)0733-947X(2006)132:10(763).

    Article  Google Scholar 

  • Seed, H. B., Chan, C. K., and Lee, C. E. (1962). “Resilience characteristics of subgrade soils and their relations to fatigue failures in asphalt pavements.” Proceedings of the International Conference on the Structural Design of Asphalt Pavements, Ann Arbor, MI, pp. 77–113.

    Google Scholar 

  • Shahin, M. Y. (2005). Pavement management for airports, roads, and parking lots, Springer, New York, USA.

    Google Scholar 

  • South Carolina Department of Transportation (SCDOT) (2010). Geotechnical Design Manual Version 1.1. < http://www.scdot.org/doing/structural_geotechnical.aspx >

  • Thyagarajan, S., Sivaneswaran, N., Muhunthan, B., and Petros, K. (2010). “Statistical analysis of critical input parameters in mechanistic empirical pavement design guide.” Journal of the Association of Asphalt Paving Technologists, Vol. 79, pp. 635–662.

    Google Scholar 

  • Uddin, M. M. and Huynh, N. (2015). “Freight traffic assignment methodology for large-scale road-rail intermodal Networks.” Transportation Research Record: Journal of the Transportation Research Board, No. 2477, pp. 50–57, DOI: 10.3141/2477-06.

    Article  Google Scholar 

  • Wang, D. J. (2002). Evaluating pavement performance prediction models for the interstate highway system in south carolina, M.S. Thesis, University of South Carolina, Columbia, SC.

    Google Scholar 

  • Wang, T., Harvey, J., Lea, J., and Kim, C. (2014). “Impact of pavement roughness on vehicle free-flow speed.” Journal of Transportation Engineering, Vol. 140, No. 9), pp. 1–11, DOI: 10.1061/(ASCE) TE.1943-5436.0000689.

    Google Scholar 

  • Xu, G., Bai, L., and Sun, Z. (2014). “Pavement deterioration modeling and prediction for kentucky interstate and highways.” Proceedings of the 2014 Industrial and Systems Engineering Research Conference, Montreal, QC,Canada.

    Google Scholar 

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Correspondence to Md Mostaqur Rahman.

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Rahman, M.M., Uddin, M.M. & Gassman, S.L. Pavement performance evaluation models for South Carolina. KSCE J Civ Eng 21, 2695–2706 (2017). https://doi.org/10.1007/s12205-017-0544-7

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