Measuring Control Delay at Signalized Intersections Using GPS and Video Flow

2020 ◽  
pp. 305-321
Author(s):  
Guoqing Zhou
2017 ◽  
Vol 2017 ◽  
pp. 1-10 ◽  
Author(s):  
Ying Zhang ◽  
Daniel Jian Sun ◽  
Alexandra Kondyli

Operational performance optimization of signalized intersections is one of the most important tasks for traffic engineers and researchers. To compensate for the limitations of practical implementation, simulation software packages have been widely used to evaluate different optimization strategies and thus to improve the efficiency of the intersections as well as the entire network. However, for the existing optimization studies on signalized intersections, the relationships among various optimization measures and the combination of strategies have not been fully investigated. In this paper, uniform design experimentation was introduced to combine different optimization measures into strategies and achieve the minimum time cost in model construction. VISSIM software package was then calibrated and used to evaluate various optimization strategies and identify the one with the best measurement of performance, namely, control delay at the signalized intersection. By taking a representative congested intersection in Shanghai as a case study, the optimal strategy was identified to reduce the overall control delay by 27.3%, which further verified the modeling capability of the proposed method.


2013 ◽  
Vol 17 (2) ◽  
pp. 110-122 ◽  
Author(s):  
Montasir Abbas ◽  
Lakshmi Rajasekhar ◽  
Asmita Gharat ◽  
John Paul Dunning

2008 ◽  
Vol 134 (8) ◽  
pp. 338-346 ◽  
Author(s):  
Joonho Ko ◽  
Michael Hunter ◽  
Randall Guensler

2017 ◽  
Vol 2615 (1) ◽  
pp. 95-104 ◽  
Author(s):  
Jing Zhao ◽  
Yue Liu

Pedestrian delay is a key performance indicator for evaluating the level of service for pedestrians at signalized intersections. Although much is known about the pedestrian delay of a signalized crosswalk, the existing model in the Highway Capacity Manual 2010 cannot provide the necessary accuracy for estimating the pedestrian delay of the diagonal crossing (crossing to the diagonally opposite corner of the intersection in two stages) and the entire intersection. In this paper, a new pedestrian control delay model is proposed: the model considers the diagonal crossing and moving paths. The proposed model is validated on the basis of field measurements. The main factors affecting the pedestrian control delay during diagonal crossing are discussed. Results reveal that the proposed model is promising in increasing the estimation accuracy of the pedestrian control delay of the diagonal crossing and the entire intersection (approximately 20%). The delay of the diagonal crossing increases with an increase in the time gap of the green light between the two adjacent crosswalks and an increase in the green time length of the crosswalk.


Author(s):  
H. Sebastian Buck ◽  
Nicolai Mallig ◽  
Peter Vortisch

The level of service of an intersection is determined principally by control delay. Accordingly, control delay must be reproduced correctly when microscopic traffic simulation is used to evaluate intersections. This study demonstrated how Vissim could be calibrated for that purpose. Vissim models of four signalized intersections for which data had been collected were built. From these data, information that was extracted on headways, time to pass the intersection, and arrival distribution was used for calibration. Calibration of the headways resulted in car-following parameters for these intersections that differed substantially from the Vissim default values. An adjustment in the vehicle arrival distribution to the observed distribution was also necessary to reproduce the measured delay in the simulation.


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