Technical Papers
Mar 30, 2016

Development of System Dynamic Approaches to Airport Pavements Maintenance

Publication: Journal of Transportation Engineering
Volume 142, Issue 8

Abstract

Pavement maintenance solutions have been traditionally developed based mainly on two quantities: pavement condition index (PCI) and structural condition index (SCI). The PCI represents the functional condition, whereas the SCI reflects the structural condition of a pavement. Using a system dynamic concept, this study has developed two approaches for the first time: (1) the PCI approach, where a specific maintenance treatment is applied when the PCI value of a pavement section reaches a minimum defined value; and (2) the combined PCI-SCI approach, where a specific maintenance is applied when either the PCI or the SCI reaches a minimum value. In particular, two different system dynamic modules have been developed to calculate the relative benefit and cost associated with different maintenance scenarios. It is shown that for low initial SCI values, the PCI-SCI approach shows higher relative benefits and lower life-cycle treatment cost than the PCI approach. However, if the difference between the PCI and SCI is more than 10, the PCI-SCI approach does not give a higher benefit and is thus not a recommended approach for airport pavement. Airports with higher initial PCI have lower functional benefits and lower life cycle cost (LCC) for different maintenance solutions.

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Acknowledgments

The authors would like to express our gratitude to the Aviation Division of New Mexico Department of Transportation (NMDOT) to fund this project. Special thanks to Jane Lucero, Airport Development Administrator at the Aviation Division, and Dan Moran, Grants Administrator at the Aviation Division, for their valuable suggestions and cooperation throughout this project. The authors would also like to thank the NMDOT’s Pavement Exploration Crew and Robert McCoy, State Pavement Exploration Engineer, for their sincere efforts and contributions to different phases of field data collection.

References

Friedman, S. (2003). “The effect of dynamic decision making on resource allocation: The case of pavement management.” Ph.D. dissertation, Worcester Polytechnic Institute, Worcester, MA.
Greene, J., Shahin, M. Y., and Alexander, D. R. (2004). “Airfield pavement condition assessment.” Transp. Res. Rec., 1889, 63–70.
Grogan, W. P. (2000). “An environmental distress prediction model for flexible army airfield pavements.”, U.S. Army Corps of Engineers, Engineer Research and Development Center, Vicksburg, MS.
Hajj, E. Y., Loria, L., Sebaaly, P. E., Borroel, C. M., and Leiva, P. (2011). “Optimum time for application of slurry seal to asphalt concrete pavement.” Transp. Res. Rec., 2235, 6681.
Hicks, R. G., Seeds, S. B., and Peshkin, D. G. (2000). “Selecting a preventive maintenance treatment for flexible pavements.” Foundation of Pavement Preservation, Washington, DC, 〈http://www.wsdot.wa.gov/NR/rdonlyres/F27BCD0A-793C-48EF-A795-6C57136C4437/0/PavementPreservation.pdf〉.
Keshawarz, M. S. (1985). “Field stabilization of Ponca city shale.” Ph.D. dissertation, Univ. of Oklahoma, Norman, OK.
Linard, K. T. (2000). “Application of system dynamics to pavement maintenance optimization.” 1st Int. Conf. on Systems Thinking in Management, Australian Defense Force Academy, Canberra, Australia.
MicroPAVER Version 6 [Computer software]. PAVER, Fort Collins, CO.
Ningyuan, L., Kazmierowski, T., Tighe, S., and Hass, R. (2001). “Integrating dynamic performance prediction models into pavement management maintenance and rehabilitation programs.” 5th Int. Conf. on Managing Pavement, Ministry of Transportation of Ontario, ON, Canada.
Paine, D. (1998). “The incorporation of structural data in a pavement management system.” 4th Int. Conf. on Managing Pavement, Vol. 1, ARRB Group Limited, VIC, Australia, 97–114.
Peshkin, D., Hoerner, T., and Zimmerman, K. (2004). “The optimal time for preventive maintenance: Concepts and practice.” 6th Int. Conf. on Managing Pavements, ARRB Group Limited, VIC, Australia.
Rahman, M. M., and Tarefder, R. A. (2015). “PCI and non-PCI based pavement evaluation.” J. Airport Manage., 9(2), 185–196.
Shahin, M. Y. (2005). Pavement management for airports, roads, and parking lots, Springer, New York.
Walls, J., and Smith, M. (1998). “Life-cycle cost analysis in pavement design—In search of better investment decisions.”, FHWA, Washington, DC.
Yoo, J., and Garcia-Diaz, A. (2008). “Cost-effective selection and multi-period scheduling of pavement maintenance and rehabilitation strategies.” Eng. Optim., 40(3), 205–222.
Zaniewski, J. (1991). “Unified methodology for airport pavement analysis and design.”, Federal Aviation Administration, Research and Development Service, Washington, DC, 137–150.
Zhang, Z., Claros, G., Manuel, L., and Damnjanovic, I. (2003). “Development of structural condition index to support pavement maintenance and rehabilitation at network level.” Transp. Res. Rec., 1827, 10–17.

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Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 142Issue 8August 2016

History

Received: Mar 2, 2015
Accepted: Jan 28, 2016
Published online: Mar 30, 2016
Published in print: Aug 1, 2016
Discussion open until: Aug 30, 2016

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Authors

Affiliations

Rafiqul Alam Tarefder, M.ASCE [email protected]
Professor, Dept. of Civil Engineering, Univ. of New Mexico, 210 University Blvd. NE, Albuquerque, NM 87106. E-mail: [email protected]
Md Mostaqur Rahman, S.M.ASCE [email protected]
Graduate Research Assistant, Dept. of Civil Engineering, Univ. of South Carolina, 300 Main St., Columbia, SC 29208; formerly, Graduate Research Assistant, Dept. of Civil Engineering, MSC01-1070, 1 Univ. of New Mexico, Albuquerque, NM 87131 (corresponding author). E-mail: [email protected]

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