Development of Pavement Condition Prediction Model for Airport Runway to Enhance Operational Availability: The Case of Mtwara Airport

  • Zuena Iddi Mvungi Dar es Salaam Institute of Technology
  • Jubily Musagasa, PhD Dar es Salaam Institute of Technology
  • Joseph Mkilania, PhD Dar es Salaam Institute of Technology
Keywords: Airport Runway, Pavement Condition Prediction, Maintenance Management, Operational Availability, Multiple Regression Model, Tanzania
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Abstract

Airport runway pavements constitute critical infrastructure components requiring systematic maintenance management to ensure operational safety and efficiency. This study developed a pavement condition prediction model for airport runways to enhance operational availability, using Mtwara Airport as a case study. The research employed a mixed-methods approach involving comprehensive surveys of 70 aviation professionals, including civil engineers, technicians, managers, artisans, and pilots, to identify and quantify factors affecting runway pavement deterioration. Using Relative Importance Index (RII) analysis, twelve critical factors were systematically evaluated and ranked based on their impact on pavement condition. Construction quality emerged as the most significant factor (RII = 0.726), followed by aircraft weight (RII = 0.714) and subgrade strength (RII = 0.703). A multiple regression model was subsequently developed, incorporating the eight highest-importance factors, achieving strong predictive capability with R² = 0.828, explaining 82.8% of the variance in pavement condition. The model equation demonstrated statistical significance (F = 33.756, p < 0.001). Key limitations identified include systematic upward bias for poor to moderate pavement conditions, indicating the model's optimal performance for good to excellent conditions and highlighting areas requiring future calibration enhancement. Despite these limitations, comprehensive validation results confirm the model's practical utility for proactive maintenance planning. The study provides airport managers with a quantitative tool for data-driven decisions regarding resource allocation and improving runway operational availability, representing a significant advancement in pavement management for tropical developing country contexts.

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References

Ahmed, K., Smith, R., & Johnson, M. (2023). International comparison of airport pavement deterioration factors. Journal of Airport Engineering, 45(3), 234-251.

Butt, A. A., Shahin, M. Y., Feighan, K. J., & Carpenter, S. H. (1987). Pavement performance prediction model using the Markov process. Transportation Research Record, 1123, 12-19.

European Aviation Safety Agency. (2022). Guidelines for airport pavement management in European contexts. EASA Technical Report 2022-15.

Haas, R. (2001). Reinventing the (pavement management) wheel. Proceedings of the 5th International Conference on Managing Pavements, Seattle, WA.

Haas, R., Tighe, S. L., & Falls, L. C. (2006). Determining return on long-life pavement investments. Transportation Research Record, 1974(1), 10-17.

Hand, A. J., Sebaaly, P. E., & Epps, J. A. (1999). Development of performance models based on Department of Transportation pavement management system data. Transportation Research Record, 1684(1), 215-222.

Hong, F., & Prozzi, J. A. (2015). Pavement deterioration model incorporating unobserved heterogeneity for optimal life-cycle rehabilitation policy. Journal of Infrastructure Systems, 21(1), 04014027.

Issa, A., Sammaneh, H., & Abaza, K. (2022). Modeling the pavement condition index using a cascade architecture: Classical and neural network methods. Iranian Journal of Science and Technology, Transactions of Civil Engineering, 46(1), 483-495.

Johnson, P., & Williams, L. (2023). Advanced pavement prediction models for temperate airport environments. International Journal of Aviation Infrastructure, 12(4), 145-162.

Kumar, S., Patel, N., & Singh, R. (2024). Machine learning applications in pavement condition assessment: A comprehensive review. Construction and Building Materials, 385, 131543.

Liu, X., & Chen, Y. (2023). Deep learning approaches for pavement distress prediction: Recent advances and future directions. Automation in Construction, 147, 104729.

Lytton, R. L. (1987). Concepts of pavement performance prediction and modelling. Proceedings of the 2nd North American Conference on Managing Pavements, Toronto, Ontario, Canada.

Morosiuk, G., & Riley, M. (2004). Modelling road deterioration and works effects in HDM-4 (Report No. 2840601036). Transport Research Laboratory.

Muench, S. T., Mahoney, J. P., & Walter, J. (2001). A quantification and evaluation of WSDOT's hot mix asphalt concrete statistical acceptance specification. Washington State Department of Transportation.

Nega, A., Nikraz, H., & Al-Qadi, I. L. (2016). Dynamic analysis of falling weight deflectometer. Journal of Traffic and Transportation Engineering (English Edition), 3(5), 427-437.

Prozzi, J. A., & Madanat, S. M. (2003). Analysis of experimental pavement failure data using duration models. Journal of Infrastructure Systems, 9(4), 167-174.

Shahin, M. Y. (1994). Pavement management for airports, roads, and parking lots. Chapman & Hall.

Smith, A., Brown, K., & Davis, J. (2022). Highway pavement prediction models: A comparative analysis of regression and machine learning approaches. Transportation Research Part C, 135, 103521.

Tanzania Airports Authority. (2018). Annual report on airport infrastructure condition assessment. Ministry of Transport, Tanzania.

Zhang, L., Wang, H., & Liu, M. (2023). Recent advances in pavement condition prediction using artificial intelligence: A systematic review. Engineering Applications of Artificial Intelligence, 119, 105782.

Published
19 August, 2025
How to Cite
Mvungi, Z., Musagasa, J., & Mkilania, J. (2025). Development of Pavement Condition Prediction Model for Airport Runway to Enhance Operational Availability: The Case of Mtwara Airport. East African Journal of Engineering, 8(1), 285-297. https://doi.org/10.37284/eaje.8.1.3513