Technical Papers
Aug 3, 2020

Investigation of Influential Variables to Predict Passing Rate at Short Passing Zones on Two-Lane Rural Highways

Publication: Journal of Transportation Engineering, Part A: Systems
Volume 146, Issue 10

Abstract

The passing zone (PZ) is that part of two-lane highways in which drivers can safely overtake slower vehicles. Several studies have presented passing rate models in the PZ. However, there is no model to predict the passing rate in PZs shorter than 350 m. Furthermore, the effect of variables such as lane width and the proportion of motorcycles on the passing rate were not investigated in previous works. This study assessed the effects of these variables on the passing rate and presents a prediction passing model for short PZs. Data were collected from seven PZs using a drone on three different two-lane rural highway segments in Iran. The results showed that the passing rate depends on the lane width, the absolute vertical grade, the flow rate in both directions, the directional split, the proportion of heavy vehicles in the subject direction, and the proportion of motorcycles in the subject direction. Short PZ length values did not have a significant effect on the passing rate. The passing capacity occurred at a flow rate of 680  vehicle/h in both directions irrespective of the directional split.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request. Items include the following:
The count data of passing maneuvers.
Aggregate traffic-related variables: Flow rate, directional spit, speed of vehicles, proportion of heavy vehicles.

Acknowledgments

This research was funded by Tarbiat Modares University.

References

Al-Kaisy, A., and S. Karjala. 2008. “Indicators of performance on two-lane rural highways: Empirical investigation.” Transp. Res. Rec. 2071 (1): 87–97. https://doi.org/10.3141/2071-11.
Cameron, A. C., and P. K. Trivedi. 2013. Regression analysis of count data. New York: Cambridge University Press.
Cragg, J. G., and R. S. Uhler. 1970. “The demand for automobiles.” Can. J. Econ. 3 (3): 386–406. https://doi.org/10.2307/133656.
Daganzo, C. F. 1975. “Probabilistic structure of two-lane road traffic.” Transp. Res. 9 (6): 339–346.
Dommerholt, W., and H. Botma. 1988. “Model to determine operating quality on two lane rural roads.” In Proc., Institute of Transportation Engineers, 58th Annual Meeting. Washington, DC: Institute of Transportation Engineers.
Ghods, A. H., and F. F. Saccomanno. 2016. “Safety and traffic implications of differential car and truck speed controls for two-lane highways.” J. Transp. Eng. 142 (11): 04016056. https://doi.org/10.1061/(ASCE)TE.1943-5436.0000888.
Harwood, D. W., D. K. Gilmore, K. R. Richard, J. M. Dunn, and C. Sun. 2008. Passing sight distance criteria. Washington, DC: Transportation Research Board of the National Academies.
Haussman, J., B. Hall, and Z. Griliches. 1984. “Economic models for count data with an application to the patents-R & D relationship.” Econometrica 52 (4): 909–938.
Hegeman, G. 2008. Assisted overtaking: An assessment of overtaking on two-lane rural roads. Delft, Netherlands: TU Delft, Delft Univ. of Technology.
Karimi, A., M. Bassani, A. Boroujerdian, and L. Catani. 2020. “Investigation into passing behavior at passing zones to validate and extend the use of driving simulators in two-lane roads safety analysis.” Accid. Anal. Prev. 139 (May): 105487. https://doi.org/10.1016/j.aap.2020.105487.
Khoury, J. E., and A. G. Hobeika. 2007. “Assessing the risk in the design of passing sight distances.” J. Transp. Eng. 133 (6): 370–377. https://doi.org/10.1061/(ASCE)0733-947X(2007)133:6(370).
Llorca, C., A. Moreno, A. García, and A. Pérez-Zuriaga. 2013. “Daytime and nighttime passing maneuvers on a two-lane rural road in Spain.” Transp. Res. Rec. 2358 (1): 3–11. https://doi.org/10.3141/2358-01.
McFadden, D. 1973. “Conditional logit analysis of qualitative choice behavior.” In Frontiers in economics, edited by P. Zarembka. New York: Academic Press.
McLean, J. R. 1989. Two-lane highway traffic operations: Theory and practice. New York: Gordon and Breach.
Moreno, A., C. Llorca, A. García, and A.-M. Pérez-Zuriaga. 2013. “Operational effectiveness of passing zones depending on length and traffic volume.” Transp. Res. Rec. 2395 (1): 57–65. https://doi.org/10.3141/2395-07.
Moreno, A. T., C. Llorca, A. Lenorzer, J. Casas, and A. García. 2015. “Design criteria for minimum passing zone lengths: Operational efficiency and safety considerations.” Transp. Res. Rec. 2486 (1): 19–27. https://doi.org/10.3141/2486-03.
Moreno, A. T., C. Llorca, S. S. Washburn, J. Bessa, and A. Garcia. 2016. “Effect of average passing zone length on spanish two-lane highways traffic performance.” In Proc., 95th Annual Meeting of the Transportation Research Board. Washington, DC: Transportation Research Board.
Mwesige, G., H. Farah, U. Bagampadde, and H. N. Koutsopoulos. 2016. “A model and its applications for predicting passing rate at passing zones on two-lane rural highways.” J. Transp. Eng. 142 (3): 04015049. https://doi.org/10.1061/(ASCE)TE.1943-5436.0000820.
Penmetsa, P., I. Ghosh, and S. Chandra. 2015. “Evaluation of performance measures for two-lane intercity highways under mixed traffic conditions.” J. Transp. Eng. 141 (10): 04015021. https://doi.org/10.1061/(ASCE)TE.1943-5436.0000787.
Polus, A., and M. Cohen. 2009. “Theoretical and empirical relationships for the quality of flow and for a new level of service on two-lane highways.” J. Transp. Eng. 135 (6): 380–385. https://doi.org/10.1061/(ASCE)0733-947X(2009)135:6(380).
StataCorp. 2017. Stata statistical software: Release 15. College Station, TX: StataCorp LLC.
TRB (Transportation Research Board). 2010. Highway capacity manual. Washington, DC: National Research Council.
Tuovinen, P., and A. Enberg. 2006. “Effects of centerline rumble strips on two-lane rural highways in Finland.” In Proc., 5th Int. Symp. on Highway Capacity and Quality of Service. Washington, DC: Transportation Research Board.
Wardrop, J. G. 1952. “Road paper. Some theoretical aspects of road traffic research.” Proc. Inst. Civ. Eng. 1 (3): 325–362. https://doi.org/10.1680/ipeds.1952.11259.
Washington, S. P., M. G. Karlaftis, and F. Mannering. 2010. Statistical and econometric methods for transportation data analysis. Boca Raton, FL: CRC Press.
Wegman, F. C., and L. Aarts. 2006. Advancing sustainable safety: National road safety outlook for 2005–2020. Leidschendam, Netherlands: SWOV Institute for Road Safety Research.

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Go to Journal of Transportation Engineering, Part A: Systems
Journal of Transportation Engineering, Part A: Systems
Volume 146Issue 10October 2020

History

Received: Dec 28, 2019
Accepted: Jun 2, 2020
Published online: Aug 3, 2020
Published in print: Oct 1, 2020
Discussion open until: Jan 3, 2021

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Authors

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Ph.D. Student, Dept. of Civil and Environmental Engineering, Tarbiat Modares Univ., Jalal Al Ahmad Highway, P.O. Box 14115-111, Tehran, Iran. ORCID: https://orcid.org/0000-0001-5095-0512. Email: [email protected]
Amin Mirza Boroujerdian [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, Tarbiat Modares Univ., Jalal Al Ahmad Highway, P.O. Box 14115-111, Tehran, Iran (corresponding author). Email: [email protected]
Associate Professor, Dept. of Environment, Land and Infrastructure Engineering, Politecnico di Torino, Corso Duca degli Abruzzi, 24, Torino 10129, Italy. ORCID: https://orcid.org/0000-0003-2560-1497. Email: [email protected]

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