A simulation-based approach in determining permitted left-turn capacities

2015 ◽  
Vol 55 ◽  
pp. 486-495 ◽  
Author(s):  
Nikiforos Stamatiadis ◽  
Adam Hedges ◽  
Adam Kirk
Keyword(s):  
2021 ◽  
pp. 100065
Author(s):  
Mahmoud Arafat ◽  
Mohammed Hadi ◽  
Md Asif Raihan ◽  
Md Shahadat Iqbal ◽  
Mosammat Tahnin Tariq

2021 ◽  
Vol 13 (11) ◽  
pp. 6307
Author(s):  
Rongwei Guo ◽  
Jinli Liu ◽  
Yi Qi

Contraflow Left-Turn Lanes (CLLs) have the potential of being a solution for mitigating congestions at signalized intersections where split phasing is recommended or required. However, the current signal timing strategy for the intersections with CLLs cannot be directly applied at the signalized intersections with split phasing (SIWSP). To address this problem, this study proposed an innovative signal timing strategy, which is referred to as Counterclockwise Split Phasing (CSP) signal timing, for implementing the CLLs at the SIWSPs. A traffic simulation-based case study was conducted and the results indicate that, by using the proposed CSP signal timing plan, CLLs can be implemented at the SIWSP and can significantly reduce the traffic congestions caused by the high left-turn demand at this type of intersection. In addition, since the proposed CSP signal timing design procedure has fully considered the clearance time requirements for the left-turn vehicles on the CLLs, the risk associated with the use of CLLs can be controlled which makes it safe to use this innovative intersection design at SIWSPs.


2014 ◽  
Vol 41 (12) ◽  
pp. 1005-1018 ◽  
Author(s):  
Wanjing Ma ◽  
Li Li ◽  
Zhizhou Wu

A simulation based on VISSIM and its external driver model dynamic link library (DLL) was used to investigate the efficiency and safety of a two-way left-turn lane (TWLTL) on roads with staggered intersections (SIs). The impacts of traffic volume, ratio of left-turn vehicles, and stagger distance on SIs and conventional cross intersection (CI) were simulated with the following results: (1) SIs with stagger distance shorter than 200 m show few advantages in terms of average delay over a CI irrespective of traffic volume and left-turn ratio; (2) In contrast, SIs with stagger distance longer than 200 m show advantages that, however, disappear with an increase in traffic volume and left-turn ratio; and (3) SIs show a significantly higher number of traffic conflicts than CIs, indicating that they have more serious safety problems. These results should help traffic researchers and practitioners decide whether it is feasible to establish SIs on existing roadways with TWLTLs and the appropriate stagger distance for SIs, as well as whether it is appropriate to change a road that has dense SIs into a TWLTL cross section.


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