Related Experiment Video
Updated: Mar 17, 2026

Evaluation of an Exclusive Spur Dike U-Turn Design with Radar-Collected Data and Simulation
Published on: February 1, 2020
Evaluating the Operational Features of an Unconventional Dual-Bay U-Turn Design for Intersections
Yun Xiang1,2,3, Zhibin Li1,2, Wei Wang1,2
1Jiangsu Key Laboratory of Urban ITS, Southeast University, Si Pai Lou #2, Nanjing, China.
Abstract:
Median U-turn intersection treatment (MUTIT) has been considered an alternative measure to reduce congestion and traffic conflict at intersection areas. The MUTIT is sometimes difficult to implement in the field because it requires wide median on arterials for U-turn vehicles. The objective of this study is to introduce an unconventional U-turn treatment (UUT) for intersections which requires less median space but is also effective. The UUT has a dual-bay design with different turning radiuses for small and large vehicles. The VISSIM simulation model was developed to evaluate the operational features of the UUT. The model was calibrated using data collected from intersections in China. The capacity, delay and number of stops were evaluated and compared with the direct-left-turn (DLT) for the same intersections. The results showed that the UUT significantly improved the operations at intersection areas, especially when volume/capacity ratio is small, and ratio of left-turn to through traffic is small. With the UUT, the capacity is increased by 9.81% to 10.38%, vehicle delay is decreased by 18.5% to 40.1%, and number of stops is decreased by 23.19% to 36.62%, when volume/capacity ratio is less than 0.50. The study also found that traffic efficiency could be further improved when the UUT is designed in conjunction with signal control. In the case, the UUT plus signalized control increases the capacity by 25% to 26.02%, decreases vehicle delay by 50.5% to 55.8%, and reduces number of stops by 69.5%, compared with the traditional DLT.
Related Concept Videos
Introduction to Horizontal Curves
Introduction to Vertical Curves
Transformers with Off-Nominal Turns Ratios
Design Example: Design of an Irrigation Channel
Optimization Problems
Woodward–Hoffmann Selection Rules and Microscopic Reversibility

