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Development and evaluation of a quick method for optimizing a space and signal timing plan for isolated signalized intersections

    Nedal Ratrout Affiliation
    ; Khaled Assi Affiliation

Abstract

One major cause of congestion at intersections is the fluctuation of traffic demand during the day. This phenomenon necessitates developing new models that can be used to enhance the performance of signalized intersections. We suggest a quick procedure for optimizing signal timing plans after identifying the best phasing scheme and selecting optimal lane allocation (space optimization) for any volume characteristics during the day at a typical four-leg intersection. The main contribution of this study is developing a method for collectively optimizing a signal-timing plan, intersection space, and phasing scheme. TRANSYT-7F, SYNCHRO and HCS2010 were used to assess the developed models in a case study. It was found that regardless of the optimization software used for timing-plan optimization, optimizing both space and timing plan together produce significant reductions in average intersection delay compared to optimizing only the timing plan. Furthermore, this study showed that the developed model, which optimizes space and time, consistently provided better results in terms of average intersection delay compared to TRANSYT-7F, SYNCHRO and HCS2010 in the case study.


First published online 18 May 2020

Keyword : signalized intersection, pre-timed signal, space optimization, timing plan optimization, optimal phasing scheme, optimization model

How to Cite
Ratrout, N., & Assi, K. (2021). Development and evaluation of a quick method for optimizing a space and signal timing plan for isolated signalized intersections. Transport, 36(2), 164-175. https://doi.org/10.3846/transport.2020.12693
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Jun 16, 2021
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This work is licensed under a Creative Commons Attribution 4.0 International License.

References

Alhajyaseen, W. K. M.; Najjar, M.; Ratrout, N. T.; Assi, K. 2017a. The effectiveness of applying dynamic lane assignment at all approaches of signalized intersection, Case Studies on Transport Policy 5(2): 224–232. https://doi.org/10.1016/j.cstp.2017.01.008

Alhajyaseen, W. K.; Ratrout, N. T.; Assi, K. J.; Hassan, A. A. 2017b. The integration of dynamic lane grouping technique and signal timing optimization for improving the mobility of isolated intersections, Arabian Journal for Science and Engineering 42(3): 1013–1024. https://doi.org/10.1007/s13369-016-2274-4

Assi, K. J.; Ratrout, N. T. 2018. Proposed quick method for applying dynamic lane assignment at signalized intersections, IATSS Research 42(1): 1–7. https://doi.org/10.1016/j.iatssr.2017.03.004

Benekohal, R. F.; Elzohairy, Y. M.; Saak, J. E. 2002. Comparison of delays from highway capacity software, SYNCHRO, PASSER II and IV, and CORSIM for urban arterials, Transportation Research Record: Journal of the Transportation Research Board 1802: 133–144. https://doi.org/10.3141/1802-16

Cheng, D.; Messer, C. J.; Tian, Z. Z.; Liu, J. 2003. Modification of Webster’s minimum delay cycle length equation based on HCM 2000, in Transportation Research Board 82nd Annual Meeting Compendium of Papers CD-ROM, 12–16 January 2003, Washington, DC, US, 1–27.

Chin, Y. K.; Yong, K. C.; Bolong, N.; Yang, S. S.; Teo, K. T. K. 2011. Multiple intersections traffic signal timing optimization with genetic algorithm, in 2011 IEEE International Conference on Control System, Computing and Engineering, Penang, Malaysia, 454–459. https://doi.org/10.1109/ICCSCE.2011.6190569

Ding, J.; Zhou, H.; Yao, R. 2014. Optimization of lane use and signal timing for isolated signalized intersections with variable lanes, in J. Ma, Y. Yin, H. Huang, D. Pan (Eds.). CICTP 2014: Safe, Smart, and Sustainable Multimodal Transportation Systems, 2012–2024. https://doi.org/10.1061/9780784413623.193

Habibi, H. 2016. Assessment of Dynamic Lane Grouping for Isolated Signalized Intersection and Application of Machine Learning Models. MSc Thesis. King Fahd University of Petroleum and Minerals, Dhahran, Saudi Arabia. 132 p. Available from Internet: https://eprints.kfupm.edu.sa/id/eprint/140052

He, J.; Hou, Z. 2012. Ant colony algorithm for traffic signal timing optimization, Advances in Engineering Software 43(1): 14–18. https://doi.org/10.1016/j.advengsoft.2011.09.002

Kimber, R. M.; McDonald, M.; Hounsell, N. B. 1986. The Prediction of Saturation Flows for Road Junctions Controlled by Traffic Signals. Transport and Road Research Laboratory (TRRL) Research Report 67. Crowthorne, Berkshire, UK. 21 p. Available from Internet: https://trl.co.uk/reports/RR67

Park, B.; Kamarajugadda, A. 2007. Development and evaluation of a stochastic traffic signal optimization method, International Journal of Sustainable Transportation 1(3): 193–207. https://doi.org/10.1080/15568310600737568

Portugais, B. 2013. A Comparison of Signal Optimization Results on the Eagle Road Corridor in Meridian, Idaho Using TRANSYT-7F and VISTRO. Technical report. Boise State University, US. 39 p. https://doi.org/10.13140/2.1.2206.3680

Roess, R. P.; Prassas, E. S.; McShane, W. R. 2010. Traffic Engineering. Pearson. 752 p.

TRB. 2010. Highway Capacity Manual. Transportation Research Board (TRB), Washington, DC, US. 1650 p.

Webster, F. V. 1958. Traffic Signal Settings. Road Research Lab Tech Papers No 39, UK, 1–44.

Wu, G.; Boriboonsomsin, K.; Zhang, L.; Barth, M. J. 2012. Simulation-based benefit evaluation of dynamic lane grouping strategies at isolated intersections, in 2012 15th International IEEE Conference on Intelligent Transportation Systems, 16–19 September 2012, Anchorage, AK, US, 1038–1043. https://doi.org/10.1109/ITSC.2012.6338840

Yao, R.; Zhou, H.; Ge, Y.-E. 2018. Optimizing signal phase plan, green splits and lane length for isolated signalized intersections, Transport 33(2): 520–535. https://doi.org/10.3846/16484142.2017.1297327

Zakariya, A. Y.; Rabia, S. I. 2016. Estimating the minimum delay optimal cycle length based on a time-dependent delay formula, Alexandria Engineering Journal 55(3): 2509–2514. https://doi.org/10.1016/j.aej.2016.07.029

Zhang, L.; Wu, G. 2012. Dynamic lane grouping at isolated intersections: problem formulation and performance analysis, Transportation Research Record: Journal of the Transportation Research Board 2311: 152–166. https://doi.org/10.3141/2311-15

Zhao, J.; Ma, W.; Zhang, H. M.; Yang, X. 2013a. Increasing the capacity of signalized intersections with dynamic use of exit lanes for left-turn traffic, Transportation Research Record: Journal of the Transportation Research Board 2355: 49–59. https://doi.org/10.3141/2355-06

Zhao, J.; Ma, W.; Zhang, H. M.; Yang, X. 2013b. Two-step optimization model for dynamic lane assignment at isolated signalized intersections, Transportation Research Record: Journal of the Transportation Research Board 2355: 39–48. https://doi.org/10.3141/2355-05

Zhao, J.; Yao, J.; He, S.; Han, Y. 2017. Operational efficiency evaluation of intersections with dynamic lane assignment using field data, Journal of Advanced Transportation 2017: 2130385. https://doi.org/10.1155/2017/2130385

Zhong, Z.; Liu, H.; Ma, W.; Long, K. 2008. An optimization method of dynamic lane assignment at signalized intersection, in 2008 International Conference on Intelligent Computation Technology and Automation (ICICTA), 20–22 October 2008, Hunan, China, 1277–1280. https://doi.org/10.1109/ICICTA.2008.264