Safety assessment of signalized intersections with through-movement waiting area in China

2017 ◽  
Vol 95 ◽  
pp. 28-37 ◽  
Author(s):  
Xinguo Jiang ◽  
Guopeng Zhang ◽  
Yue Zhou ◽  
Liang Xia ◽  
Zhenggang He
2019 ◽  
Vol 101 ◽  
pp. 96-110 ◽  
Author(s):  
Yanyong Guo ◽  
Mohamed Essa ◽  
Tarek Sayed ◽  
Md. Mazharul Haque ◽  
Simon Washington

2012 ◽  
Vol 253-255 ◽  
pp. 1299-1306 ◽  
Author(s):  
Ya Ping Zhou ◽  
Hong Bin Zhuang

An intersection with protected pre-signal is proposed in the paper to explore the potential capacity of intersections. The space between the main signal and the pre-signal is isolated as an exclusive waiting area. The relationship between the capacity and the arrival rates in the design is investigated and the sensitivities of length of waiting area, signal timing and arrival rates are presented. The comparison among Continuous Flow Intersection, the method Xuan (2011) proposed and the design in the paper is proposed. The results show that Median U-Turn intersections with protected pre-signal is expected to increase the capacity and decrease the average delay of intersections.


Author(s):  
Jameel Hannun ◽  
Jamal Hannun ◽  
Khaled Shamiyeh ◽  
Mohammad Ghanim ◽  
Mohamed Kharbeche

Roundabouts are widely used to reduce the severity of conflicts at intersecting roads. While they tend to provide an acceptable level of traffic operation, their operational benefits are reduced when traffic demands increase. One possible and economic mitigation is to convert the roundabouts into signalized ones to accommodate the demand increase and to further reduce the conflicts. This conversion will allow the roundabouts to perform both functions (safety and operational) within acceptable levels. Accordingly, proper signal timing parameters are often required to achieve the anticipated safety and operational levels. Unlike the operational performance of signalized intersections that can be easily assessed based on field measurements, safety assessment is far more difficult due to the need of historical crash data, which would potentially take years. This study presents the use of traffic simulation to assess the operational performance as well as the safety performance of signalized intersections. At first, a well-calibrated model of a signalized roundabout located in the city of Doha is built in microscopic traffic simulation environment based on field measurements and observations. Secondly, Surrogate Safety Assessment Method (SSAM) is used to analyze the simulated vehicular trajectories to identify the type and severity of conflicts. The results revealed that the implemented signal timing parameters have a significant impact on the safety functionality of the signalized roundabouts.


2021 ◽  
Vol 13 (23) ◽  
pp. 13154
Author(s):  
Xiancai Jiang ◽  
Li Yao ◽  
Yao Jin ◽  
Runting Wu

This paper proposes a signal control method for the through and left-turn shared lanes at signalized intersections to solve traffic conflicts between left-turn vehicles and opposing through vehicles by setting left-turn waiting area (LWA). Delays and stops are weighted to form an integrated performance index (PI) in a vehicle-to-infrastructure cooperation system. The PI models pertaining to all vehicles are established based on the LWA intersection. In addition, an optimized method of signal timing parameters is constructed by minimizing the average PI. VISSIM simulation shows that the average PI decreases by 6.51% compared with the original layout and signal timing plan of the intersection, since the increased delay of the side-road left-turn vehicles is insufficient to offset the reduced delay of the side-road through vehicles after the improvement. The sensitivity analysis shows that the greater the traffic volume of the phase including the through and left-turn shared lanes, the higher the operation efficiency of the LWA intersection compared with the typical permitted phase intersection. When the left-turn vehicles of the shared lanes in each cycle are less than the stop spaces, the LWA intersection can effectively reduce the average PI of the shared lanes. Furthermore, the more the stop spaces in the LWA, the lower the average PI in the same traffic conditions.


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