Abstract
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.
Highlights
An increasing demand for passenger and freight transport over the last decades caused a significant increase in the roadway congestion [1]-[12]
One of the most efficient design-operations techniques, which can serve as an alternative to the direct left-turn (DLT) maneuvers, is application of the right-turn followed by U-turn (RTUT) maneuver
This study conducted a comprehensive evaluation of the effects from application of the right-turn followed by U-turn maneuver on the intersection and network performance indicators
Summary
An increasing demand for passenger and freight transport over the last decades caused a significant increase in the roadway congestion [1]-[12]. Application of access management techniques allows preserving the existing roadway capacity and improving safety by reducing the number of crashes. One of the most efficient design-operations techniques, which can serve as an alternative to the direct left-turn (DLT) maneuvers, is application of the right-turn followed by U-turn (RTUT) maneuver. Considering a growing demand for passenger and freight transport and increasing congestion levels, this study aims to quantify the effects of replacing the DLT maneuver with the RTUT maneuver on the intersection and network performance. Application of the developed simulation models will assist with estimating the major intersection and network performance indicators and quantifying potential advantages from replacing the DLT maneuver with the RTUT maneuver. The fifth section presents the simulation experiments that were conducted in this study, while the last section summarizes findings and provides future research extensions
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