ALL-WAY STOP WARRANT
Major Street:
Minor Street: Date of Traffic Survey/Count:
Warranted* Yes No
1. MINIMUM VOLUME SATISTIED YES NO
Yes No
10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM Hour 328 290 357 341 352 369 343 354 Total Vol.
8 Highest hours entering traffic: 1 hour average: 342
Yes No
10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM Hour 23 19 21 23 26 24 27 22 Total Vol.
1 hour average: 23
But
Yes No
85th-percentile approach speed 33 mph
C. If the 85th-percentile approach speed of
the major-street traffic exceeds 40 mph, the
minimum vehicular volume warrants are 70
percent of the above values.
Average Delay (sec):
Camino Capistrano
Via Breve
2,734
And
B. The combined vehicular,
pedestrian, and bicycle volume
entering the intersection from the
minor street approaches (total of
both approaches) averages at least
200 units per hour for the same 8
hours, with an average delay to
minor-street vehicular traffic of at
least 30 seconds per vehicle
during the highest hour-vehicles
per hour for any 8 hours of an
average day.
A. The vehicular volume
entering the intersection from the
major street approaches (total of
both approaches) averages at least
300 vehicles per hour for any 8
hours of an average day.
* The All-way stop warrant is met if one of the following conditions 1, 2, 3 or 4 is met and condition 5 should also be satisfied.
8 hours combined minor
street volume and pedestrian 185
Tuesday 6/20/23
X
X
X
X
X
Stop Warrant Checklist.xlsx 1 of 2
ALL-WAY STOP WARRANT
Major Street:
Minor Street: Date of Traffic Survey/Count:
Camino Capistrano
Via Breve Tuesday 6/20/23
2. TRAFFIC SIGNAL WARRANTED SATISTIED YES NO
3. ACCIDENTS SATISTIED YES NO
Number of accidents: 0
SATISTIED YES NO
5. VOLUME RATIO SATISTIED YES NO
24 hrs traffic volume on: 4,408
24 hrs traffic volume on: 321
Option: Volume Ratio: 1: 13.73
Prepared by: Date:
Checked by: Date:
Where traffic control signals are justified, the multiway stop is an interim measure that can be installed quickly to control traffic while arrangements are being made for the installation of the traffic control signal.
C. Locations where a road user, after stopping, cannot see conflicting traffic and is not able to reasonably safely negotiate the intersection unless conflicting cross traffic is also required to stop; and Via Breve
5 or more reported crashes in a 12-month period that are susceptible to correction by a multiway stop installation.
Such crashes include right- and left-turn collisions as well as right-angle collisions. (2018-2022)
4. Where no single criterion is satisfied, but where
Criteria 1A, 1B and 3 are all satisfied to 80 percent of the minimum values. Criterion 1C is excluded from this
condition.
The volume ratio should be approximately 1:1 indicating that traffic volumes on the major and minor streets are approximately equal.
Camino
Capistrano
Other criteria that may be considered in an engineering study include:
Jane M. 6/28/2023
D. An intersection of two residential neighborhood collector (through) streets of similar design and operating characteristics where multiway stop control would improve traffic operational characteristics of the intersection.
A. The need to control left-turn conflicts;
B. The need to control vehicle/pedestrian conflicts near locations that generate high pedestrian volumes; X
X
X
X
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