Impact of Heavy Vehicle Axle Overload and Axle Configuration on Road Damage in Afghanistan

Authors

  • Shah Masoud Mokhlis
  •  Dr. Rawid Khan

DOI:

https://doi.org/10.58425/ijea.v1i1.207

Keywords:

ESALs, heavy vehicles, axle configuration, road damage

Abstract

Aim: This study aimed to determine the percentage of heavy vehicles, overloaded vehicles, and heaviest vehicle that leads to deterioration of asphalt roads. Furthermore, the study aimed to assess the impact of ESALs and axle configuration on asphalt thickness and subgrade.

Methods: This research used quantitative truck traffic data collected for three months in the Laghman WIM (Weigh in Motion) station located on the Kabul Torkham National Highway. Observed axle loads and GVW (Gross Vehicle Weight) data collected from April/ 10/2022, up to June/7/2022 average daily truck traffic of 73895 was estimated axle loads converted to the standard axle ESALs (Equivalent Single Axle Loads).

Results: The percentage of heavy overweight vehicles is 13% while the heaviest vehicle is T2-Bedford truck vehicles at 20.17%. The T2 Bedford truck percentage was 42.17% in overall volume; this truck was overloaded 20.17%, compared to the general trend of Ministry of Public Works (MoPW), the T3 Hino truck contribution was 1.24% in total volume and 18.64% was overloaded, the ST112 semi-trailer contributed 3.02% in total volume, and 8.52% were overloaded. The ST113 5-axle and TT123 6-axle trailers percentile in entire volume was 9.6 % and 40.85% whereas, the overloading degree for these heavy vehicles was 2.29% and 6.72% respectively.

Conclusion: Overloading percentage is 13% while, T2 Truck is the heaviest vehicle The variation of ESALs and axle configuration on asphalt thickness and subgrade modulus illustrates the higher thickness of asphalt decreases the damage to asphalt roads.

Recommendations: Afghanistan Weigh-in-Motion stations need professional employees, internet facilities, electricity, and proper databases to record the data. By applying tight legislation and fines overloading will be minimized. Researchers may also research heavy vehicle tires' impact on road damage. Furthermore, it needs to determine the level of fatigue cracking and rutting failures by overloading.

Author Biographies

Shah Masoud Mokhlis

Lecturer, Department of Civil Engineering, Faculty of Engineering, Alfalah University, Jalalabad, Afghanistan.

 Dr. Rawid Khan

Professor Department of Civil Engineering, University of Engineering and Technology, Peshawar, Pakistan.

References

Afghanistan–Pakistan Transit Trade Agreement. (2022). In Wikipedia. https://en.wikipedia.org/w/index.php?title=Afghanistan%E2%80%93Pakistan_Transit_Trade_Agreement&oldid=1075199111

Amorim, S. I., Pais, J. C., Vale, A. C., & Minhoto, M. J. (2015a). A model for equivalent axle load factors. International Journal of Pavement Engineering, 16(10), 881–893.

Amorim, S. I., Pais, J. C., Vale, A. C., & Minhoto, M. J. (2015b). A model for equivalent axle load factors. International Journal of Pavement Engineering, 16(10), 881–893.

Archilla, A. R., & Madanat, S. (2000). Development of a pavement rutting model from experimental data. Journal of Transportation Engineering, 126(4), 291–299.

Behiry, A. E. A. E.-M. (2012). Fatigue and rutting lives in flexible pavement. Ain Shams Engineering Journal, 3(4), 367–374.

Chatti, K., Salama, H., & El Mohtar, C. (2004). Effect of heavy trucks with large axle groups on asphalt pavement damage. Proceedings of the 8th International Symposium on Heavy Vehicle Weights and Dimensions, Muldersdrift, South Africa.

De La Roche, C., Odeon, H., Simoncelli, J.-P., & Spernol, A. (1994). Study of the fatigue of asphalt mixes using the circular test track of the laboratoire central des Ponts et Chaussées in Nantes, France. Transportation Research Record, 1436.

Fuentes, L., Macea, L., Vergara, A., Flintsch, G., Alvarez, A., & Reyes, O. (2012). Evaluation of Truck Factors for Pavement Design in Developing Countries. Procedia - Social and Behavioral Sciences, 53, 1139–1148. https://doi.org/10.1016/j.sbspro.2012.09.963

Gillespie, T. D. (1993). Effects of Heavy-vehicle Characteristics on Pavement Response and Performance. Transportation Research Board.

Hadiwardoyo, S. P., Sumabrata, R. J., & Berawi, M. A. (2012). Tolerance limit for trucks with excess load in transport regulation in Indonesia. Makara Journal of Technology, 16(1), 13.

Hong, F., & Prozzi, J. A. (2005). A probabilistic rigid pavement failure study based on axle load spectra. CD-ROM for TRB 2005 Annual Meeting.

Lakušić, S. (2016). Road and Rail Infrastructure IV.

Officials, A. A. of S. H. and T. (1993). AASHTO Guide for Design of Pavement Structures, 1993. AASHTO.

Pais, J. C., Amorim, S. I., & Minhoto, M. J. (2013). Impact of traffic overload on road pavement performance. Journal of Transportation Engineering, 139(9), 873–879.

Prozzi, J. A., & Madanat, S. M. (2003). Incremental nonlinear model for predicting pavement serviceability. Journal of Transportation Engineering, 129(6), 635–641.

Raheel, M., Khan, R., Khan, A., Khan, M. T., Ali, I., Alam, B., & Wali, B. (2018). Impact of axle overload, asphalt pavement thickness and subgrade modulus on load equivalency factor using modified ESALs equation. Cogent Engineering, 5(1), 1528044.

Rys, D., & Jaskula, P. (2018). Effect of overloaded vehicles on whole life cycle cost of flexible pavements. Civil Infrastructures Confronting Severe Weathers and Climate Changes Conference, 104–117.

Schnoor, H., & Horak, E. (2012). Possible method of determining structural number for flexible pavements with the falling weight deflectometer. SATC 2012.

Zaghloul, S., & White, T. D. (1994). Guidelines for permitting overloads-part I: effect of overloaded vehicles on the Indiana highway network.

Downloads

Published

2023-09-27

How to Cite

Mokhlis, S. M., & Khan, R. (2023). Impact of Heavy Vehicle Axle Overload and Axle Configuration on Road Damage in Afghanistan. International Journal of Engineering and Architecture, 1(1), 1 – 11. https://doi.org/10.58425/ijea.v1i1.207