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Many signalized intersections are characterized with frequent left-turn moves. Vehicles waiting for a protected left turn may form long queues, which will increase the intersection delay and negatively impact the network performance. Researchers and practitioners across various countries underline that access management leads to a smoother traffic flow. One way of access management at intersections is to eliminate the direct left-turn maneuver. This study aims to evaluate how the traffic conditions will be affected from replacing the direct left turn with the right-turn U-turn maneuver at intersections. In case of the right-turn U-turn maneuver, a vehicle turns right instead of making the left turn and travels either to the median opening or to the next intersection to make a U-turn. Two simulation models are built using the Synchro Studio and Aimsun simulation software packages based on the data, collected from one of the busiest intersections in Tehran (Iran), to quantify the effects of replacing the direct left turn with the right-turn U-turn maneuver on the intersection and network performance. Results of a comprehensive simulation analysis indicate that the proposed access management treatment not only significantly reduces the total vehicle queue length and the total delay at the considered intersection, but also decreases the total network delay and the total travel time. Furthermore, elimination of the direct left turn increases the number of vehicles entering the network.

Previous research has shown that vehicles making U-turns at a signal-controlled urban road junction can negatively affect the performance of the junction. This paper reports on a study carried out to determine a suitable position to allow U-turns at signalised intersections in Tehran, Iran, based on their effects on network travel time. A section of the traffic network of Tehran was modelled using specialist software. To make the results more realistic, local traffic and driver behavioural parameters were calibrated and fed into the software. Various scenarios with different intervals were developed, with ten median openings before a signal-controlled junction and ten median openings after the junction. The results indicate that if the median opening for conducting U-turns is located 190 m before the junction, the network delay is lower than the other scenarios considered.

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