Technical Papers
Jul 3, 2023

Behavior-Based Safety Evaluation Model of Vehicles Turning Left at Intersections with a Permitted Left-Turn Phase

Publication: Journal of Transportation Engineering, Part A: Systems
Volume 149, Issue 9

Abstract

Intersections with a permitted left-turn phase have serious safety hazards as left-turning vehicles compete for the right of way with vehicles approaching from the opposite direction. This is a recurring problem in some developing countries. This study develops quantitative methods for assessing the driving safety of left-turning vehicles at intersections, based on data collected at four sites in Xi’an, China. The turning behaviors of left-turning vehicles were classified into three patterns, no-interference, yield, or rush, based on the interactions with the vehicles approaching from the opposite direction. This study established a vehicle-driving safety evaluation model through statistical analysis of kinematic characteristics and obtained the safety level distribution of the three turning behavior patterns. In addition, the intersection was divided into three areas, combined with the driving paths of the left-turning vehicles, and a safety evaluation model based on the entropy weight technique for order preference by similarity to an ideal solution (TOPSIS) method was proposed to calculate the safety level of left-turning vehicles in each area. The results showed that the rush pattern was judged to be the most dangerous turning behavior according to the driving safety level. Further, for vehicles turning left from west to north, the area between the north curb line and the north entry stop line is the most dangerous driving area. This study will help to understand the operational safety characteristics of left-turning vehicles from the spatial perspective and provide ideas for drivers to choose driving strategies and for vehicle manufacturers to design driver assistance systems.

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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.

Acknowledgments

This study was sponsored by the General Program of the National Natural Science Foundation of China (Grant No. 52172338), the Youth Project of the National Natural Science Foundation of China (Grant No. 51908060), and the General Project of Humanities and Social Sciences Research of Ministry of Education (Grant No. 19YJCZH152). The authors are grateful to the editor and anonymous reviewers for their constructive comments and valuable suggestions for improving the quality of the article.

References

Abdeljaber, O., Y. Adel, and A. Wael. 2020. “Analysis of the trajectories of left-turning vehicles at signalized intersections.” Transp. Res. Procedia 48 (Jan): 1288–1295. https://doi.org/10.1016/j.trpro.2020.08.152.
Anarkooli, A. J., B. Persaud, C. Milligan, J. Penner, and T. Saleem. 2021. “Incorporating speed in a traffic conflict severity index to estimate left turn opposed crashes at signalized intersections.” Transp. Res. Rec. 2675 (5): 214–225. https://doi.org/10.1177/0361198120986167.
Appiah, J., F. A. King, M. D. Fontaine, and B. H. Cottrell. 2020. “Left turn crash risk analysis: Development of a microsimulation modeling approach.” Accid. Anal. Prev. 144 (144): 105591. https://doi.org/10.1016/j.aap.2020.105591.
Bai, Q., Y. Chen, Y. Bie, Y. Xing, and H. Yan. 2021. “Estimating permitted left-turn capacities with nonstrict priority crossing maneuvers.” J. Transp. Eng. Part A Syst. 147 (3): 04021003. https://doi.org/10.1061/JTEPBS.0000506.
Bai, Q. W., Y. H. Chen, Z. W. Qu, P. F. Tao, N. B. Cao, and Y. Shen. 2017. “Nonstrict priority left-turning maneuvers with a permitted phase at signalized intersections: Empirical study in China.” J. Transp. Eng. Part A Syst. 143 (3): 04016009. https://doi.org/10.1061/JTEPBS.0000015.
Bärgman, J., K. Smith, and J. Werneke. 2015. “Quantifying drivers’ comfort-zone and dread-zone boundaries in left turn across path/opposite direction (LTAP/OD) scenarios.” Transp. Res. Part F Traffic Psychol. Behav. 35 (Nov): 170–184. https://doi.org/10.1016/j.trf.2015.10.003.
Chan, C. Y. 2016. “Characterization of driving behaviors based on field observation of intersection left-turn across-path scenarios.” IEEE Trans. Intell. Transp. Syst. 7 (3): 322–331. https://doi.org/10.1109/TITS.2006.880638.
Chen, L., C. Chen, and R. Ewing. 2015. “Left-turn phase: Permissive, protected, or both? A quasi-experimental design in New York City.” Accid. Anal. Prev. 76: 102–109. https://doi.org/10.1016/j.aap.2014.12.019.
Choudhary, P., M. Imprialou, N. R. Velaga, and A. Choudhary. 2018. “Impacts of speed variations on freeway crashes by severity and vehicle type.” Accid. Anal. Prev. 121 (Dec): 213–222. https://doi.org/10.1016/j.aap.2018.09.015.
Dolatalizadeh, M., A. M. Boroujerdian, and S. E. Seyedabrishami. 2020. “Analysis of speed profiles at an unsignalised intersection for left turning vehicles.” Int. J. Transp. Eng. 8 (2): 149–163. https://doi.org/10.22119/IJTE.2020.163493.1448.
Elvik, R. 2005. “Speed and road safety: Synthesis of evidence from evaluation studies.” Transp. Res. Rec. 1908 (1): 59–69. https://doi.org/10.1177/0361198105190800108.
Han, I. 2020. “Scenario establishment and characteristic analysis of intersection collision accidents for advanced driver assistance systems.” Traffic Inj. Prev. 21 (6): 354–358. https://doi.org/10.1080/15389588.2020.1764946.
Hummer, J. E., J. S. Milazzo, J. Galloway, D. Spencer, A. Topp, and J. R. Chapman. 2021. “Development and evaluation of the dynamic left turn intersection.” Public Works Manage. Policy 28 (3): 1087724X221129818.
Liu, S., Z. Wang, and H. Jiang. 2022. “Signal timing optimisation with the contraflow left-turn lane design using the cell transmission model.” Transportmetrica A 18 (3): 1254–1277. https://doi.org/10.1080/23249935.2021.1936280.
Liu, Y., and U. Ozguner. 2007. “Human driver model and driver decision making for intersection driving.” In Vol. 2007 of Proc., 2007 IEEE Intelligent Vehicles Symp., 642–647. New York: IEEE.
Ma, Z., J. Sun, and Y. Wang. 2017. “A two-dimensional simulation model for modelling turning vehicles at mixed-flow intersections.” Transp. Res. Part C Emerging Technol. 75 (17): 103–119. https://doi.org/10.1016/j.trc.2016.12.005.
Men, Y. B. 2020. “Research on traffic safety of left-turn vehicles under the condition of permitted phase.” [In Chinese.] M.S. thesis, School of Highway, Chang’an Univ.
Munden, J. M. 1967. The relation between a driver’s speed and his accident rate. London: Transport and Road Research Laboratory.
Oh, J., E. Kim, M. Kim, and S. Choo. 2010. “Development of conflict techniques for left-turn and cross-traffic at protected left-turn signalized intersections.” Saf. Sci. 48 (4): 460–468. https://doi.org/10.1016/j.ssci.2009.12.011.
Qu, Z., Q. Bai, Y. Chen, N. Cao, and S. Xiong. 2018. “Optimal design of left-lane line extensions considering non-yielding maneuvers at the beginning of the permitted phase.” J. Southeast Univ. 34 (1): 120–126. https://doi.org/10.3969/j.issn.1003-7985.2018.01.017.
Quante, L., M. Theisen, M. Junghans, and C. Schießl. 2021. “Turning left at urban intersections: Turning patterns and gap acceptance.” In Proc., 33th ICTCT Conf., 28. Aalborg Oe, Denmark: International Co-operation on Theories and Concepts in Traffic Safety.
Quddus, M. 2013. “Exploring the relationship between average speed, speed variation, and accident rates using spatial statistical models and GIS.” J. Transp. Saf. Secur. 5 (1): 27–45. https://doi.org/10.1080/19439962.2012.705232.
Salman, N. K., and K. J. Al-Maita. 1995. “Safety evaluation at three-leg, unsignalized intersections by traffic conflict technique.” Transp. Res. Rec. 1485 (28): 177–185.
Sander, U. 2017. “Opportunities and limitations for intersection collision intervention—A study of real world ‘left turn across path’ accidents.” Accid. Anal. Prev. 99 (Feb): 342–355. https://doi.org/10.1016/j.aap.2016.12.011.
Sato, T., and M. Akamatsu. 2007. “Influence of traffic conditions on driver behavior before making a right turn at an intersection: Analysis of driver behavior based on measured data on an actual road.” Transp. Res. Part F Traffic Psychol. Behav. 10 (5): 397–413. https://doi.org/10.1016/j.trf.2007.03.001.
Simpson, C. L., and S. A. Troy. 2015. “Safety effectiveness of flashing yellow arrow: Evaluation of 222 signalized intersections in North Carolina.” Transp. Res. Rec. 2492 (1): 46–56. https://doi.org/10.3141/2492-05.
Srinivasan, R., C. Lyon, B. Persaud, J. Baek, F. Gross, S. Smith, and C. Sundstrom. 2012. “Crash modification factors for changes to left-turn phasing.” Transp. Res. Rec. 2279 (1): 108–117. https://doi.org/10.3141/2279-13.
State Council of the People’s Republic of China. 2004. “Traffic safety law of the people’s Republic of China.” [In Chinese.] Regulation on the implementation of the road. Beijng: China Legal Publishing House.
Suzuki, K., and H. Nakamura. 2006. “TrafficAnalyzer-the integrated video image processing system for traffic flow analysis.” In Proc., 13th ITS World Congress, London. London: Transport Research Laboratory.
Wang, X., and M. Abdel-Aty. 2008. “Modeling left-turn crash occurrence at signalized intersections by conflicting patterns.” Accid. Anal. Prev. 40 (1): 76–88. https://doi.org/10.1016/j.aap.2007.04.006.
Wang, X., Q. Zhou, M. Quddus, and T. Fan. 2018. “Speed, speed variation and crash relationships for urban arterials.” Accid. Anal. Prev. 113 (Apr): 236–243. https://doi.org/10.1016/j.aap.2018.01.032.
Wei, Y., K. Li, and K. Tang. 2019. “Trajectory-based identification of critical instantaneous decision events at mixed-flow signalized intersections.” Accid. Anal. Prev. 123 (Feb): 324–335. https://doi.org/10.1016/j.aap.2018.11.019.
Yang, D., K. Ozbay, K. Xie, H. Yang, and F. Zuo. 2021. “A functional approach for characterizing safety risk of signalized intersections at the movement level: An exploratory analysis.” Accid. Anal. Prev. 163 (Dec): 106446. https://doi.org/10.1016/j.aap.2021.106446.
Zhongming, Z., L. Linong, Z. Wangqiang, and L. Wei. 2016. Ministry of Housing and Urban-Rural Development of the People's Republic of China. Beijing: China Architecture & Building Press.

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Published In

Go to Journal of Transportation Engineering, Part A: Systems
Journal of Transportation Engineering, Part A: Systems
Volume 149Issue 9September 2023

History

Received: Oct 14, 2022
Accepted: May 5, 2023
Published online: Jul 3, 2023
Published in print: Sep 1, 2023
Discussion open until: Dec 3, 2023

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Authors

Affiliations

Baojie Wang [email protected]
Professor, College of Transportation Engineering, Chang’an Univ., Xi’an 710064, China. Email: [email protected]
Master’s Candidate, College of Transportation Engineering, Chang’an Univ., Xi’an 710064, China (corresponding author). Email: [email protected]
Guohua Liang [email protected]
Professor, College of Transportation Engineering, Chang’an Univ., Xi’an 710064, China. Email: [email protected]
Senior Researcher, Municipal Engineering Design Institute, Hunan Provincial Communications Planning Survey and Design Institute Co., Ltd., Hunan 410200, China. Email: [email protected]

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