Transportation Planning through Pavement Performance Prediction Modeling for Botswana Gravel loss Condition

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Botswana is a Southern African country with an area of about 582,000 sq. km and its small population of about 2 million people. The road transportation network has grown beyond all expectations since independence in 1966. Out of the 18,300 km Botswana Public Highway Networks, gravel road networks are significant in providing access to rural areas where the majority of the population lives. Modelling of gravel loss conditions are required in order to predict their conditions in the future and provide information on the manner in which pavements perform. Such information can be applied to transportation planning, decision making processes and identification of future maintenance interventions. The results of previous attempts to develop gravel loss condition forecasting models using multiple linear regression (MLR) approach have not been reliable. This paper intended to develop accurate and reliable performance models which best capture the effects of gravel loss condition influencing factors using Feed Forward Neural Network (FFNN) modeling technique. As extension of knowledge in unpaved road transportation network, FFNN trained with Levenberg-Marquardt (L-M) method was used to develop gravel loss performance prediction model for Botswana gravel road networks to achieve a reliable result of a higher coefficient of determinant R2 = 0.94 compared with MLR analysis of R2 = 0.74.

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2976-2982

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December 2012

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] T. F. P. Henning, D. C. Giummarra, and D. C. Roux: The Development of Gravel Deterioration Models for Adoption in New Zealand Gravel Road Management System. Land Transport, New Zealand (2008).

Google Scholar

[2] K. Sirvio and J. Hollmen: Spatio – Temporal Road Condition Forecasting with Markov Chains and Artificial Neural Networks In Hybrid Artificial Intelligence Systems, (2008) p.204 – 211, Springer Publishers.

DOI: 10.1007/978-3-540-87656-4_26

Google Scholar

[3] NordFoU Project: Performance Prediction Modelling for Flexible Pavement. NordFoU Project Compilation for European Countries (2010).

Google Scholar

[4] R.L. Lytton: Concepts of Pavement Performance Prediction and Modeling. 2nd North American Pavement Management Conference.TRB Committee AFD10 (1987).

Google Scholar

[5] J. Yang: Road Crack Condition Performance Modelling Using Recurrent Markov Chains and Artificial Neural Network. Ph.D thesis, Department of Civil and Environmental Engineering, University of South Florida, South Florida (2004).

Google Scholar

[6] J. Yang, J. J. Lu, M. Gunaratne and B. Dietrich: Modelling Crack Deterioration of Flexible Pavements. Comparison of Recurrent Markov Chains and Artificial Neutral Networks, Journal of the Transportation Research Board , Vol. 1974 (2006), pp.18-25.

DOI: 10.1177/0361198106197400103

Google Scholar

[7] J. Yang, J. J. Lu, M. Gunaratne and Q. Xiang: Overall Pavement Condition Forecasting using Neural Networks- An Application to Florida Highway Network. 82nd Annual Meeting of TRB, Washington D.C. (2002).

DOI: 10.3141/1853-01

Google Scholar

[8] G. Zhang, B. E. Patuwo and M. Y. Hu: Forecasting with Artificial Neural Networks. The State of the Art, International Journal of Forecasting ,Vol. 14 (1998), p.35 – 62.

DOI: 10.1016/s0169-2070(97)00044-7

Google Scholar

[9] Transportation Research Board, TRB: Artificial Intelligence in Transportation. Information for Application. Transportation Research Circular No. E-C113 (2007).

Google Scholar

[10] Australian Roads Research Board, ARRB: Unsealed Roads Manual: Guidelines to good practice. Australian Road Research Board, ARRB, Australia (2009).

Google Scholar

[11] K. P. Liao and R. Fildes: The Accuracy of a Procedural Approach to Specifying Feed Forward Neural Networks for Forecasting. Computer and Operations Research, Vol. 32 (2005), p.2151 – 2169 .

DOI: 10.1016/j.cor.2004.02.006

Google Scholar

[12] C.M. Bishop, Neural Networks for Pattern Recognition. Oxford University Press Inc., New York, USA, (2006).

Google Scholar

[13] N. O. Attoh- Okine, Grouping Pavement Condition Variables for Performance Modelling using Self-Organizing Maps. Journal of Computer Aided Civil and Infrastructure Engineering. Vol.16 (2001), pp.112-125.

DOI: 10.1111/0885-9507.00218

Google Scholar

[14] N.O. Attoh-Okine: Predicting Roughness Progression in Flexible Pavements Using Artificial Neural Networks. 3rd International Conference on Managing Pavements. Vol.1 (1994), p.55 – 62.

Google Scholar

[15] A.S. Oladele: Gravel Road Performance Prediction Modeling for Optimal Maintenance Interventions in Botswana. PhD thesis draft. Civil Engineering Department, University of Botswana (2012).

Google Scholar