Predicting the Retroreflectivity Degradation of Thermoplastic Pavement Markings with Genetic Algorithm
Publication: Tran-SET 2022
ABSTRACT
In this study, genetic algorithm (GA) was employed to model the degradation of thermoplastic markings considering the key variables that are believed to have a significant effect on marking performance. A total of 4,608 skip retroreflectivity measurements were collected from three NTPEP test decks in Florida, and 12 predictive models were developed using GA. Apart from other key inputs, the first model was developed using the initially measured skip retroreflectivity, while remaining models used predicted values from the previous models. The developed GA models demonstrated an acceptable level of accuracy in terms of coefficient of determination (R2) and root mean square error (RMSE). The models predicted skip retroreflectivity of the thermoplastic markings for up to 1 year using only the initial measured skip retroreflectivity, which could assist transportation agencies to determine the expected service life of a marking product based on a specified retroreflectivity threshold and plan for future restriping activities.
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REFERENCES
AASHTO. (2021). AASHTO’s National Transportation Product Evaluation Program: Information and Operations Guide.
Chan, J. Y. L., Leow, S. M. H., Bea, K. T., Cheng, W. K., Phoong, S. W., Hong, Z. W., and Chen, Y. L. (2022). “Mitigating the Multicollinearity Problem and Its Machine Learning Approach: A Review.” Mathematics, 10(8), 1283.
Fu, H., and Wilmot, C. G. (2010). “Assessing Performance of Alternative Pavement Marking Materials.”, Louisiana Transportation Research Center, Baton Rouge, LA 70808.
Gepsoft. (2014). “Gepsoft GeneXproTools—data modeling and analysis software.” https://www.gepsoft.com/. Accessed 28 May 2022.
Hanandeh, S. (2022). “Introducing Mathematical Modeling to Estimate Pavement Quality Index of Flexible Pavements Based on Genetic Algorithm and Artificial Neural Networks.” Case Studies in Construction Materials, 16.
Hollingsworth, J. D. (2012). Understanding the Impact of Bead Type on Paint and Thermoplastic Pavement Markings. A Master’s Degree Thesis, Air Force Institute of Technology, Wright-Patterson AFB.
Imam, R., Murad, Y., Asi, I., and Shatnawi, A. (2021). “Predicting Pavement Condition Index from International Roughness Index Using Gene Expression Programming.” Innovative Infrastructure Solutions, 6(3), 1–12.
Karwa, V., and Donnell, E. T. (2011). “Predicting Pavement Marking Retroreflectivity Using Artificial Neural Networks: Exploratory Analysis.” Journal of Transportation Engineering, 137(2), 91–103.
Kumar, M., Husain, M., Upreti, N., and Gupta, D. (2010). “Genetic algorithm: Review and Application.” International Journal of Information Technology and Knowledge Management, 2(2), 451–454.
Lee, J. T., Maleck, T. L., and Taylor, W. C. (1999). “Pavement marking material evaluation study in Michigan.” Institute of Transportation Engineers, 69(7).
Migletz, J., and Graham, J. L. (2002). Long-term pavement marking practices: A synthesis of highway practice (Vol. 306). Transportation Research Board.
Mousa, M. R., Hassan, M., Carlson, P., Davis, J., and Mousa, S. R. (2021). “Development of Cost-Effective Restriping Strategies using Standard Width and Wide Waterborne Paints on Asphalt Pavements in Hot and Humid Climates”. Transportation Research Record, 2675(9), 284–295.
Mousa, M. R., Mousa, S. R., Hassan, M., Carlson, P., and Elnaml, I. A. (2021). “Predicting the Retroreflectivity Degradation of Waterborne Paint Pavement Markings using Advanced Machine Learning Techniques.” Transportation Research Record, 2675(9), 483–494.
Mousa, S. R., Bakhit, P. R., and Ishak, S. (2019). “An Extreme Gradient Boosting Method for Identifying the Factors Contributing to Crash/Near-Crash Events: A Naturalistic Driving Study.” Canadian Journal of Civil Engineering, 46(8), 712–721.
Nettleton, D. (2014). “Selection of Variables and Factor Derivation.” Commercial Data Mining.
Ozelim, L., and Turochy, R. E. (2014). “Modeling Retroreflectivity Performance of Thermoplastic Pavement Markings in Alabama.” Journal of Transportation Engineering, 140(6).
Rasdorf, W. J., Hummer, J. E., Zhang, G., and Sitzabee, W. (2009). “Pavement Marking Performance Analysis.”, North Carolina Department of Transportation Research and Development Group, Raleigh, NC 27699-1549.
Sarasua, W., Bell, L., and Davis, W. J. (2012). “Estimating the Lifecycle of Pavement Markings on Primary and Secondary Roads in South Carolina.” South Carolina State Documents Depository.
Craig, W. N., Sitzabee, W. E., Rasdorf, W. J., and Hummer, J. E. (2007). “Statistical Validation of the Effect of Lateral Line Location on Pavement Marking Retroreflectivity Degradation.” Public Works Management and Policy, 12(2), 431–450.
Smadi, O., Souleyrette, R. R., Ormand, D. J., and Hawkins, N. (2008). “Pavement Marking Retroreflectivity: Analysis of Safety Effectiveness.” Transportation Research Record, 2056(1), 17–24.
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Published online: Dec 13, 2022
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