Operational Considerations of Passing Zones for Two-lane Highways: Spanish Case Study

Keywords: traffic operation, two-lane highway, percent time spent following, average travel speed, passing restriction, passing zone

Abstract

The U.S. Highway Capacity Manual (HCM 2010) methodology is used in Spain to evaluate traffic operation and quality of service. In two-lane undivided highways, the effect of limiting where drivers could pass slower vehicles, or passing restrictions, is considered through the percentage of no-passing zones. This measure does not account for how passing opportunities are distributed along the road. The objective of this research was to evaluate the effect percentage of no-passing zones and average passing zone length on a two-lane highway and, if significant, incorporate them in the analysis methodology,. The TWOPAS microsimulation program was calibrated and validated to the Spanish conditions. Passing restrictions had little effect on average traffic speed (ATS), with differences lower than 6 km/h between a road segment with no passing restrictions and a road segment with a passing restriction on 100% of its length. Conversely, passing restrictions can increase the percent time spent following (PTSF) up to 30%. Increasing the passing zone length beyond 2,000 m does not improve PTSF. The new models could be used to better estimate traffic operation on Spanish two-lane highways.

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Ana Tsui Moreno, Technical University of Munich

Department of Civil, Geo and Environmental Engineering

Senior Research Associate

Carlos Llorca, Technical University of Munich

Department of Civil, Geo and Environmental Engineering

Senior Research Associate

Scott S. Washburn, University of Florida

Department of Civil and Coastal Engineering

Professor

Jose Elievam Jr. Bessa, Federal University of Minas Gerais

Department of Transportation Engineering

Assistant Professor

Alfredo Garcia, Universitat Politecnica de Valencia

Institute of Transport and Territory

Professor

References

American Association of State Highway and Transportation Official. A Policy on Geometric Design of Highways and Streets, 6th Edition. 2011.

Ministerio de Fomento. Instrucción de Carreteras 3.1 IC: Trazado. 1999.

Transportation Research Board. Highway Capacity Manual. Transportation Research Board; 2010.

Harwood DW, May AD, Anderson IB, Leiman L, Archilla AR. Capacity and Quality of Service of Two-Lane Highways. NCHRP project 3-55. Vol. 55. 1999.

Harwood DW, Potts IB, Bauer KM, Bonneson JA, Elefteriadou L. Two-Lane Road Analysis Methodology in the Highway Capacity Manual. NCHRP project 20-7. Vol. 7. 2003.

Polus A, Livneh M, Frischer B. Evaluation of the Passing Process on Two-Lane Rural Highways. Transp Res Rec J Transp Res Board. 2000;1701:53–60. https://doi.org/10.3141/1701-07

Harwood DW, Gilmore DK, Richard KR, Dunn J, Sun C. NCHRP 605 Passing Sight Distance Criteria. 2008.

[Authors, 2014]

Kaub AR. Passing Operations on a Recreational Two-Lane, Two-Way Highway. Transp Res Rec J Transp Res Board. 1990;1280:156–62. http://onlinepubs.trb.org/Onlinepubs/trr/1990/1280/1280-017.pdf

Romana MG. Passing Activity on Two-Lane Highways in Spain. Transp Res Rec J Transp Res Board. 1999;1678:90–5. https://doi.org/10.3141/1678-12

Hegeman G. Overtaking Frequency. In: IEEE International Conference on Systems, Man and Cybernetics. 2004. p. 4017–22. DOI: 10.1109/ICSMC.2004.1400972

Mwesige G, Farah H, Bagampadde U, Koutsopoulos HN. A Stochastic Model for Passing Rate at Passing Zones on Two-Lane Rural Highways in Uganda. In: 94th Annual Meeting of the Transportation Research Board. 2014.

[Authors, 2013] Moreno AT, Llorca C, García A, Pérez-Zuriaga AM. Operational Effectiveness of Passing Zones depending on their Length and Traffic Volume. Transp Res Rec J Transp Res Board. 2013;2395:57–65.

Mwesige G, Farah H, Bagampadde U, Koutsopoulos HN. Effect of passing zone length on operation and safety of two-lane rural highways in Uganda. IATSS. 2017;41(1), 38-46. https://doi.org/10.1016/j.iatssr.2016.09.001

Luttinen RT. Uncertainty in Operational Analysis of Two-Lane Highways. Transp Res Rec J Transp Res Board. 2002;1802:105–14. https://doi.org/10.3141/1802-13

Luttinen RT. Traffic Flow on Two-Lane Highways. An Overview. Lahti; 2001.

Luttinen RT. Percent Time-Spent-Following as Performance Measure for Two-Lane Highways. Transp Res Rec J Transp Res Board. 2001;1776:52–9. https://doi.org/10.3141/1776-07

Bessa JEJ, Setti JR. Derivation of ATS and PTSF Functions for Two-lane, Rural Highways in Brazil. Procedia - Soc Behav Sci. 2011;16:282–92. https://doi.org/10.1016/j.sbspro.2011.04.450

Bessa JEJ, Setti JR., Washburn, S. Evaluation of Models to Estimate Percent Time Spent Following on Two-Lane Highways. Journal Of Transportation Engineering Part A-Systems. 2017;143(5). https://10/01809-0, 13/04267-1.

Maldonado MO, Herz M, Galarraga J. Modelación de operación en carreteras argentinas y recomendaciones de ajustes al Manual de Capacidad HCM 2010. Transportes. 2012;20(3):51–61. http://dx.doi.org/10.4237/transportes.v20i3.556

Penmetsa P, Ghosh I, Chandra S. Evaluation of Performance Measures for Two-Lane Intercity Highways under Mixed Traffic Conditions. J Transp Eng. 2015;1–7. http://ascelibrary.org/doi/full/10.1061/%28ASCE%29TE.1943-5436.0000787

[Authors, 2016] Moreno AT, Llorca C, Washburn SS, Bessa JEJ, Hale DK, Garcia A. Modification of the Highway Capacity Manual Two-Lane Highway Analysis Procedure for Spanish Conditions. J Adv Transp. 2016;

Forschungsgesellschaft für Strassen und Verkehrswesen. Handbuch für die Bemessung von Strassenverkehrsanlagen (HBS Edition 2015). 2015.

Forschungsgesellschaft für Strassen und Verkehrswesen. Handbuch für die Bemessung von Strassenverkehrsanlagen (HBS Edition 2001). 2001.

Weiser F, Jäger S, Riedl C, Lohoff J. Verkehrstechnische Bemessung von Landstraßen – Weiterentwicklung der Verfahren. 2011.

Harwood DW, Gilmore DK, Richard KR. Criteria for Passing Sight Distance for Roadway Design and Marking. Transp Res Rec J Transp Res Board. 2010 Dec 1;2195:36–46. https://doi.org/10.3141/2195-05

[Authors, 2015] Moreno AT, Llorca C, Lenorzer A, Casas J, García A. Design Criteria for Minimum Passing Zone Lengths. Operational Efficiency and Safety Considerations. Transp Res Rec. 2015;2486(19–27).

Al-Kaisy A, Durbin C. Platooning on Two-lane Two-way Highways: An Empirical Investigation. Procedia - Soc Behav Sci. 2011 Jan;16:329–39. https://doi.org/10.1016/j.sbspro.2011.04.454

Baty F, Charles S, Flandrois J. The R package nlstools : a toolbox for nonlinear regression. J Stat Softw. 2015;66(5):1–21. http:// 10.18637/jss.v066.i05

Published
2018-11-09
How to Cite
1.
Moreno AT, Llorca C, Washburn SS, Bessa JEJ, Garcia A. Operational Considerations of Passing Zones for Two-lane Highways: Spanish Case Study. Promet [Internet]. 2018Nov.9 [cited 2024Mar.19];30(5):601-12. Available from: https://traffic.fpz.hr/index.php/PROMTT/article/view/2776
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