Citation

Nafakh AJ, Bullock DM, Fricker JD. J. Transp. Technol. (Irvine, Calif.) 2022; 12(4): 732-743.

Copyright

(Copyright © 2022, Scientific Research Publishing)

DOI

10.4236/jtts.2022.124042

PMID

unavailable

Abstract

At a typical signalized intersection, the pedestrian phase consists of a walk interval and a change/clearance interval, during which pedestrians are given the right of way. The walk interval is intended to allow pedestrians to exit the curb ramp and enter the crosswalk. The clearance interval will enable them to cross entirely to the other side of the road. Unfortunately, the literature is quite vague on how long the walk interval should be and provides values ranging from 4 to 15 seconds based on qualitative pedestrian demand ranging from Negligible to High. To provide some quantitative guidance for walk interval selection, this paper reports on a study that collected 1,500 pedestrian movement data from 12 signalized intersections with varying pedestrian demand, pedestrian storage areas, and pedestrian push-button locations. The data was used to propose a quantitative model for designers to select the appropriate walk interval. Specifically, this paper seeks to add values to the Traffic Operations Handbook walk-interval guidelines as to how many pedestrians are considered "negligible volume" and can be accommodated by the 4 second minimum time, how many pedestrians are considered "typical volume" and require 7 to 10 seconds, and how many pedestrians are considered "high volume" and require 10 to 15 seconds, or perhaps longer. In addition to examining pedestrian demand, this paper looks at the impact of storage areas and pedestrian push-button location on pedestrian start-up time and, consequently, an appropriate walk interval.

Language: en