Scholarly Papers
Jan 18, 2023

Avoiding Disputes in PPP Road Contracts: Quantifying Impacts of Increased Allowable Truck Loads

Publication: Journal of Legal Affairs and Dispute Resolution in Engineering and Construction
Volume 15, Issue 2

Abstract

Dealing with changes is one major concern in long-term public-private partnerships (PPP) concessions, especially during the implementation phase, as some changes might lead to disputes between PPP partners and disrupt the successful execution of the project. In the transport sector, a change in the law regulating truck loading standards inevitably influences the financial stability of road projects procured through PPP. That is, the government’s decision of increasing the permissible truck load can lead to an accelerated deterioration of the pavement, and accordingly imposes additional expenditures that are borne by the concessionaire for maintaining the road condition at a satisfactory level, as required by the PPP contract terms. Given the fact that PPP concessions allow for additional compensations to the concessionaires in the case of modifications in the legislative and regulatory conditions, this study proposes two remuneration strategies for consideration by the concerned government to mitigate the adverse implications of increasing truck load limit on the concessionaire’s financial status and consequently to avoid the occurrence of disputes with the concessionaire. The work presented herein is twofold, as it quantifies the impact of the change in truck load regulations on two main contract terms: the toll regime and the concession period. Under the first approach, the government would provide direct compensation to the concessionaire through a shadow toll paid per overloaded truck. The value of the shadow toll was found to be largely influenced by the truck class, truck load, pavement structure, climatic conditions and traffic volumes. Moreover, it was found that the highest values of shadow tolls would apply to projects with relatively thin pavements and high traffic volumes. Under the second approach, an extension of the concession period was considered, which allows the concessionaire to recover the increased pavement maintenance costs. It was found that the length of the extended term depends, to a great extent, on the project’s characteristics in terms of the pavement structure, climatic conditions, traffic volumes, and more importantly on the toll revenues generated during the extended period. The two proposed alternative compensation techniques were devised and demonstrated through a methodology that involved flexible pavements performance prediction under varying loading conditions, using AASHTOWare Pavement ME. The proposed methodologies represent a framework that helps the two main parties involved in a PPP road project (i.e., the concessionaire and the highway agency) to accurately assess the effect of any increase in truck loading on the pavement performance and to decide on a fair compensation to be offered by the highway agency to the concessionaire, thereby contributing to the avoidance of dispute occurrence.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

The authors would like to acknowledge the doctoral fellowship support granted to the first author by the American University of Beirut (AUB) and the National Council for Scientific Research of Lebanon (CNRS-L).

References

Works Cited

Al-Qadi, I. L., E. Okte, A. Ramakrishnan, Q. Zhou, and W. Sayeh. 2021. Truck platooning on flexible pavements in Illinois. Rantoul, IL: Illinois Center for Transportation.
APEC (Asia-Pacific Economic Cooperation). 2014. “Annex A—The implementation roadmap to develop successful infrastructure public-private partnerships (PPP) projects in the APEC region.” Accessed October 21, 2021. https://www.apec.org/Meeting-Papers/Sectoral-Ministerial-Meetings/Finance/2014_finance/annexa.
Attia, M., and M. A. Ahmed. 2014. “Impact of vehicle class and tire pressure on pavement performance in MEPDG.” Int. J. Eng. Res. Appl. 4 (10): 45–57.
Bain, R. 2009. “Error and optimism bias in toll road traffic forecasts.” Transportation 36 (5): 469–482. https://doi.org/10.1007/s11116-009-9199-7.
Bao, F., A. P. Chan, C. Chen, and A. Darko. 2018. “Review of public–private partnership literature from a project lifecycle perspective.” J. Infrastruct. Syst. 24 (3): 04018008. https://doi.org/10.1061/(ASCE)IS.1943-555X.0000424.
Caltrans (California DOT). 2020. 2019 state of the pavement report. Sacramento, CA: California DOT.
Chatti, K., H. Salama, and C. El Mohtar. 2004. “Effect of heavy trucks with large axle groups on asphalt pavement damage.” In Proc., 8th Int. Symp. on Heavy Vehicle Weights and Dimensions. Bedford, MA: Document Transformation Technologies.
Drexel Technologies Plan Room. 2015. “2015 PMP mill and overlay bid tabulation.” Accessed October 21, 2021. https://planroom.drexeltech.com/JobDocuments/BidTabs/10140/BidTab.pdf.
Hajek, J. J., S. L. Tighe, and B. G. Hutchinson. 1998. “Allocation of pavement damage due to trucks using a marginal cost method.” Transp. Res. Rec. 1613 (1): 50–56. https://doi.org/10.3141/1613-07.
Hensher, D. A. 1991. “Electronic toll collection.” Transp. Res. Part A General 25 (1): 9–16. https://doi.org/10.1016/0191-2607(91)90151-F.
Heravi, G., and Z. Hajihosseini. 2012. “Risk allocation in public–private partnership infrastructure projects in developing countries: Case study of the Tehran–Chalus toll road.” J. Infrastruct. Syst. 18 (3): 210–217. https://doi.org/10.1061/(ASCE)IS.1943-555X.0000090.
Liimatainen, H., M. Pöllänen, and L. Nykänen. 2020. “Impacts of increasing maximum truck weight—Case Finland.” Eur. Transport Res. Rev. 12 (1): 1–12. https://doi.org/10.1186/s12544-020-00403-z.
McKinnon, A. C. 2005. “The economic and environmental benefits of increasing maximum truck weight: The British experience.” Transp. Res. Part D Transp. Environ. 10 (1): 77–95. https://doi.org/10.1016/j.trd.2004.09.006.
MDOT (Michigan DOT). 2015. User guide for mechanistic-empirical pavement design, interim edition. Detroit: Michigan DOT.
MnDOT (Minnesota DOT). 2015. “Benefits and costs of increasing truck load limits: A literature review.” In Transportation research synthesis TRS 1503. Saint Paul, MN: Minnesota DOT.
Mousa, R., M. El Ghazolly, and O. Osman. 2008. “The impact of increasing legal truck axle loads on the Egyptian roads.” In Proc., 10th Int. Conf. on Applications of Advanced Technologies in Transportation, 27–31. Athens, Greece: National Technical Univ. of Athens.
National Research Council. 1990. Truck weight limits: Issues and options (No. 225). Washington, DC: Transportation Research Board.
NMDOT (New Mexico Department of Transportation). 2011. “Average unit bid prices (awarded contractors).” Accessed October 21, 2021. https://www.dot.state.nm.us/content/dam/nmdot/Plans_Specs_Estimates/AUB/2011%20All%20Items%20.pdf.
Nykänen, L., and H. Liimatainen. 2014. Possible impacts of increasing maximum truck weight-case Finland, 14–17. Paris: Transport Research Arena.
OBrien, E. J., A. Daly, A. J. O’Connor, F. Cahill, and J. E. Arrigan. 2012. “Increasing truck weight limits: Implications for bridges.” Procedia Soc. Behav. Sci. 48 (Jun): 2071–2080. https://doi.org/10.1016/j.sbspro.2012.06.1180.
Osman, O., M. El Ghazolly, and R. M. Mousa. 2008. “Impact of increasing legal axle loads on truck factor in Egypt.” In Efficient transportation and pavement systems: Characterization, mechanisms, simulation, and modeling, 721–730. Boca Raton, FL: CRC Press.
Pereira, C. G. 2014. “Public-private partnerships (PPPs) and concessions of public services in Brazil.” BRICS Law J. 1 (1): 25–43. https://doi.org/10.21684/2412-2343-2014-1-1-25-43.
Robbins, M. M., C. Rodezno, N. Tran, and D. Timm. 2017. Pavement ME design—A summary of local calibration efforts for flexible pavements. Auburn, AL: National Center for Asphalt Technology.
Salama, H. K., K. Chatti, and R. W. Lyles. 2006. “Effect of heavy multiple axle trucks on flexible pavement damage using in-service pavement performance data.” J. Transp. Eng. 132 (10): 763–770. https://doi.org/10.1061/(ASCE)0733-947X(2006)132:10(763).
Sciencing.com. 2017. “How to calculate asphalt prices.” Accessed October 21, 2021. https://sciencing.com/how-6558396-calculate-asphalt-prices.html.
Soecipto, R. M., and K. Verhoest. 2018. “Contract stability in European road infrastructure PPPs: How does governmental PPP support contribute to preventing contract renegotiation?” Public Manage. Rev. 20 (8): 1145–1164. https://doi.org/10.1080/14719037.2018.1428414.
USDOT. 2010. Life-cycle cost analysis, RealCost user manual. Washington, DC: USDOT.
USDOT. 2014. Model public-private partnerships core toll concessions contract guide. Washington, DC: USDOT.
World Bank. 1999. Asian toll road development program review of recent toll road experience in selected countries and preliminary tool kit for toll road development. Washington, DC: World Bank.
World Bank. 2009. Toolkit for public private partnerships in roads and highways. Washington, DC: World Bank.
World Bank and PPIAF (Public-Private Infrastructure Advisory Facility). 2008. “Matrix of risk distributions—Roads.” Accessed November 16, 2021. https://ppp.worldbank.org/public-private-partnership/sites/ppp.worldbank.org/files/documents/roadriskmatrix_1.pdf.
Wu, R., and J. T. Harvey. 2008. “Evaluation of the effect of wander on rutting performance in HVS tests.” In Proc., 3rd Int. Conf. on Accelerated Pavement Testing, 1–3. Washington, DC: Transportation Research International Documentation.

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Go to Journal of Legal Affairs and Dispute Resolution in Engineering and Construction
Journal of Legal Affairs and Dispute Resolution in Engineering and Construction
Volume 15Issue 2May 2023

History

Received: Jun 25, 2022
Accepted: Nov 27, 2022
Published online: Jan 18, 2023
Published in print: May 1, 2023
Discussion open until: Jun 18, 2023

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Authors

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Rana Haj Chhadeh [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, College of Engineering, Rafik Hariri Univ., 10 Damour, Chouf 2010, Lebanon; Ph.D. Graduate, Dept. of Civil and Environmental Engineering, Maroun Semaan Faculty of Engineering and Architecture, American Univ. of Beirut, Bechtel Engineering Bldg., Beirut 1107 2020, Lebanon. Email: [email protected]; [email protected]
Ghassan Chehab [email protected]
Principal Engineer, Transportation Infrastructure Division, Applied Research Associates, Inc., 100 Trade Centre Dr., Suite 200, Champaign, IL 61820; formerly, Associate Professor, Dept. of Civil and Environmental Engineering, Maroun Semaan Faculty of Engineering and Architecture, American Univ. of Beirut, Bechtel Engineering Bldg., Beirut 1107 2020, Lebanon. Email: [email protected]; [email protected]
Professor and Department Head, Construction Engineering, College of Engineering and Technology, Univ. of Doha for Science and Technology, Bldg. 9, Al Tarfa, Jelaiah St., Duhail North, P.O. Box 24449, Doha, Qatar; formerly, Professor and Chair, Dept. of Civil and Environmental Engineering, Maroun Semaan Faculty of Engineering and Architecture, American Univ. of Beirut, Bechtel Engineering Bldg., Beirut 1107 2020, Lebanon (corresponding author). ORCID: https://orcid.org/0000-0003-3382-2257. Email: [email protected]; [email protected]

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