The study is to assess the
present serviceability rating of Nigerian highways and the load damage effects of overloaded trucks. The researchers used the
AmericanAssociation of State
Highway and Transportation Officials (AASHTO) methods. In this study, the
highway section of Lokoja-Abuja, Ilorin-Jebba and Abakiliki-Ogoja via Mbok roads were selected, and data were collected
through an axle-load survey, automatic traffic count and from secondary
sources. The rate of gross vehicle weight violation was found, ranging from 20% to 94% of the axle load distribution across the studied network. Comparing the
overloaded vehicle damage factor (V.D.F.) and standard V.D.F., the range was
from 1.2 to 41.34 times across the road networks studied, and this explained
why the pavement structures of Nigerian roads tend to deteriorate during its service life rapidly. Present
serviceability rating was estimated at 3.45, 4.41 and 3.35 for Lokoja-Abuja,
Ilorin-Jebba and Abakiliki-Ogoja roads respectively, showing depletion from
their initial conditions. The damaging effects of the HGV are more severe at Lokoja-Abuja Road (with g = 0.30), followed by Ilorin-Jebba Road (with g = 0.35) and
in Abakiliki-Ogoja Road (with g = 0.43). The heaviest overload of 94% of
the 6-axle vehicles plying at the Lokoja-Abuja road could explain this intense
damaging effect on the road pavement.
References
[1]
Bushman, R., Berthelot, C. and Taylor, B. (2003) Commercial Vehicle Loading in an Urban Environment. The Emerging Technologies in Traffic Operations Session of the 2003 Annual Conference of the Transportation Association of Canada St. John’s, Newfoundland and Labrador, Canada, from September 21 to 24. http://conf.tac-atc.ca/english/resourcecentre/readingroom/conference/conf2003/pdfs/bushman1.pdf
[2]
Santero, N.J., Nokes, W. and Harvey, J.T. (2005) Virtual Weigh Stations: The Business Case. Institute of Transportation Studies, University of California, Davis, Research Report UCPRC-TM-2005-03.
[3]
Transportation Research Board (1990) Truck Weight Limits: Issues and Options—Special Report 225.
[4]
Straus, S.H. and Semmens, J. (2006) Estimating the Cost of Overweight Vehicle Travel on Arizona Highways. Arizona Department of Transportation, Arizona, Final Report 528.
[5]
Titus, M.J. (1996) Benefits of Electronic Clearance for Enforcement of Motor Carrier Regulations. Transportation Research Record, 1522, 64-68. https://doi.org/10.1177/0361198196152200108
[6]
Mulyono, A.T., Parikesit, D., Antameng, M. and Rahim, R. (2010) Analysis of Loss Cost of Road Pavement Distress due to Overloading Freight Transportation. Journal of the Eastern Asia Society for Transportation Studies, 8, 706-721.
[7]
World Bank and FMT (2008) Axle Load Study and Review and Update of design Standards for Federal Roads, Nigeria. Federal Government of the Republic of Nigeria Report on the Axle Load Study by SSI Engineers and Environmental Consultants (Pty) Ltd. South Africa T01.IBU.000064, Submitted to Federal Ministry of Transportation (Works).
[8]
Podborochynski, D., Berthelot, C., Anthony, A., Marjerison, B., Litzenberger, R. and Kealy, T. (2011) Quantifying Incremental Pavement Damage Caused by Overweight Trucks. The Effects of Increased Loading on Pavement Session of the 2011 Annual Conference of the Transportation Association of Canada, Edmonton, Alberta, Canada, from September 11-14. http://conf.tac-atc.ca/english/annualconference/tac2011/docs/p1/podborochynski.pdf
[9]
ARRB Transport Research (1997) Assessment of Truck/Trailer Dynamics. Technical Working Paper No. 31, Contract Report, National Road Transport Commission.
[10]
Saifizul, A.A., Yamanaka, H. and Karim, M.R. (2011) The Empirical Analysis of Gross Vehicle Weight and Free-Flow Speed and Consideration on Its Relation with the Differential Speed Limit. Accident Analysis and Prevention, 43, 1068-1073. https://doi.org/10.1016/j.aap.2010.12.013
[11]
Saifizul, A.A., Yamanaka, H., Karim, M.R. and Okushima, M. (2011) The Empirical Analysis of the Effect of Gross Vehicle Weight and Vehicle Size on Speed in the Car Following Situation. Proceedings of the Eastern Asia Society for Transportation Studies, 8, 305-317.
[12]
Jacob, B. and La Beaumelle, V.F. (2010) Improving Truck Safety: Potential of Weigh-in-Motion Technology. IATSS Research, 34, 9-15. https://doi.org/10.1016/j.iatssr.2010.06.003
[13]
Balducci, P. and Stowers, J. (2008) State Highway Cost Allocation Studies, a Synthesis of Highway Practices. National Cooperative Highway Research Program Synthesis, Washington DC, Report 378.
[14]
Oyekanmi, O.J., Ibe, C.C., Ebiringa, O.T. and Ejem, E.A. (2020) Analysis of the Extent of Overloading on the Nigerian Highways. International Journal of Transportation Engineering and Technology, 6, 22-29. https://doi.org/10.11648/j.ijtet.20200601.14
[15]
Oyekanmi, O.J., Ibe, C.C., Ebiringa, O.T. and Ejem, E.A. (2020b) Estimation of the Impact of the Overloaded Truck on the Service Life of Pavement Structures in Nigeria. International Journal of Traffic and Transportation Engineering, 9, 41-47.
[16]
Bai, Y., Schrock, S.D., Mulinazzi, T.E., Hou, W., Liu, C.X. and Firman, U. (2010) Estimating Highway Pavement Damage Costs Attributed to Truck Traffic. Final Reports & Technical Briefs from Mid-America Transportation Center. http://digitalcommons.unl.edu/matcreports/55
[17]
Rys, D., Judycki, J. and Jaskula, P. (2016) Analysis of the Effect of Overloaded Vehicles on Fatigue Life of Flexible Pavements Based on Weigh-in-Motion (WIM) Data. International Journal of Pavement Engineering, 17, 716-726. https://doi.org/10.1080/10298436.2015.1019493