foreword - City of Pickering

FIGURE 3
All-Way Stop Warrant
(Arterial and Major Collector Streets)
INTERSECTION COUNT DATA
Date:
Intersection:
Major Road:
Operating Speed of Major Road:
Major Road Runs:
Number of Lanes:
Intersection Type:
Hours Major Minor Total Exceeding Pedestrian Peds+ Exceeding Major Minor Split Ratio
Ending Volume Volume Volume 350 Volume Minor 140 % % 70/30
WARRANT EVALAUTION
Warrant 1: Traffic Control
Traffic control signals are warranted but cannot be implemented immediately. Yes No
Warrant 2: Minimum Vehicle Volume
Total vehicle volume on all intersection approaches exceeding 70% of 500 (350) vehicles per
hour for each of any 8 hours of the day; and
a combined vehicular and pedestrian volume on the side-street exceeding 70% of 200 (140) per
hour for each of the same 8 hours of the day and a delay of greater than 30 seconds; and
a volume split that does not exceed 70/30. Volumes on the major street are vehicles only.
Volumes on the minor street include pedestrians and vehicles.
Warrant 3: Collision History
Occurrence of three or more reportable right-angle collisions of a type correctible through the
installation of an all-way stop in a 12 month period averaged over 3 years.
Warrant 4: Sightline Requirements
The minimum stopping sight distance at this intersection is less than the applicable criteria for
wet pavement as specified in the Stopping Sight Distance table below.
Yes
Yes
Yes
Yes
Yes
No
No
No
No
No
Design Speed (km/h)
40
50
60
70
Stopping Sight Distance Required (m)
50
60
85
110
Note: For the multi-way stop to be technically justified, any individual warrant must be fully satisfied.
ALL-WAY STOP WARRANTED? Yes No