Study of one intersection and one controller setting for comparison of control device delay of average vehicle passing through intersection that was first controlled by four-way stop and later by semi-traffic actuated signal equipment; test area was simple 90° intersection of heavily traveled four lane divided arterial street and moderately traveled two lane street in intermediate urban area with moderate pedestrian volume in San Francisco, Calif; diagram shows equipment.
Intersection delay -- Signal vs. four-way stop
Traffic Eng
Traffic Engineering ; 23 , n 8
1953
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Delay at Signal-Controlled Intersection with Bus Stop Upstream
Online Contents | 1998
|Delay at Signal-Controlled Intersection with Bus Stop Upstream
British Library Online Contents | 1998
|Probabilistic Delay Model at Stop-Controlled Intersection
Online Contents | 1994
|Probabilistic Delay Model at Stop-Controlled Intersection
British Library Online Contents | 1994
|Simulation of traffic at four-way stop intersection
Engineering Index Backfile | 1968
|