HomeMy WebLinkAboutDTS-06-155 - Traffic Control - Biehn Drive/Carynddale Drive
)
Report To:
DTS Committee
Date of Meeting:
2006 October 23
Submitted By:
Prepared By:
Ward(s) Involved:
John McBride
Barry Cronkite
South Ward - 4
Date of Report:
Report No.:
Subject:
2006 October 11
DTS 06-155
TRAFFIC CONTROL - BIEHN DRIVE/CARYNDDALE DRIVE
RECOMMENDATIONS:
That an all-way stop be installed at the intersection of Biehn Drive and Caryndale Drive, and
further;
That the Uniform Traffic By-law be amended accordingly.
BACKGROUND:
Transportation Planning is in receipt of a request from the Brigadoon Public School Council to review
pedestrian safety at the intersection of Biehn Drive and Caryndale Drive. At present there is a
student safety patrol assisted school crossing at this location. Students cross the east and south
legs of the intersection exclusively. Staff attended a meeting at the school in May 2006 to discuss
this and other related issues. As a result of that meeting traffic counts were conducted, gap studies
were undertaken and compliance studies completed. Also, as a result of this meeting no stopping
signs in front of the school were upgraded and a school crossing established on Caryndale Drive in
front of the school.
Extensive residential development is occurring throughout the community which will have significant
impacts on the operation of the intersection of Biehn Drive and Caryndale Drive. In particular when
Biehn Drive is connected to Strasburg Road, a substantial increase in traffic on Biehn Drive is
anticipated. This, however, is not scheduled to take place in the immediate future.
REPORT:
According to City of Kitchener's Municipal Plan, Biehn Drive is designated as a major collector
roadway and Caryndale Drive is considered minor collector roadway. The function of a major collector
roadway is to collect and distribute traffic between local streets, other collector roads and the arterial
road system, with the primary purpose being to carry through traffic between neighbourhoods. When
Biehn Drive is extended to Strasburg Road it will function as a major collector road. However, at this
point in time both Biehn Drive and Caryndale Drive are primarily residential streets carrying
residential traffic within the Community, and act more as minor collector roadways than major
collector roadways.
Brigadoon Public School is located on Caryndale Drive. Concerns regarding school pedestrian
safety at the intersection of Biehn Drive and Caryndale Drive were raised by the parent Council at
the school. Numerous studies have been conducted at this location over the past several years as it
is recognized as an area that is expanding in terms of residential development. The most recent gap
study, which is a key component in determining the adult crossing guard warrant, was conducted on
September 6, 2006. As in all previous studies, an adult crossing guard is not warranted at this
location. The vast majority of students cross the south leg of the intersection, where there is very
little traffic. This is the leg of the intersection that leads to the cul-de-sac.
Gap Study
Location: Biehn Drive & Caryndale Drive
Date: Se tember 6, 2006
Required
Gaps
5
5
5
5
5
5
5
GAP STUDY
Time Periods
8:30 a.m.
8:35 a.m.
8:40 a.m.
8:45 a.m.
8:50 a.m.
8:55 a.m.
9:00 a.m.
Recorded
Gaps
8
10
9
13
6
Children:
Biehn Drive
Vehicles
Children:
Caryndale
o
o
o
16
8
6
6
o
o
o
o
12
18
22
14
27
24
24
7
1
4
9
3
9:05 a.m.
I Total a.m.:
3:25 p.m. 5 7 3 0 29
3:30 .m. 5 9 0 0 21
3:35 .m. 5 7 4 0 26
3:40 .m. 5 4 32 3 38
3:45 p.m. 5 6 15 0 29
3:50 p.m. 5 13 0 0 15
I Total p.m.: 130 146 154 13 1158
It must be noted that the bell times have changed at Brigadoon Public School which always have
significant impacts on crossing conditions. For 2005-06 the morning bell was at 9:00 a.m. and the
afternoon bell at 3:30 p.m. for 06-07 the morning bell is at 9:10a.m. and the afternoon bell remains
at 3:30 p.m.
2
This has had a positive impact on crossing safety. The number of gaps available throughout the
entire morning study period is now at 70, previous studies showed the number of available gaps at
57. The required number of gaps is 40. In the afternoon the number of available gaps remained at
46, similar to previous study dates. The required number of gaps is 30.
There was a change in the crossing patterns of the school children. Previously the number of
children crossing Caryndale was in the 18-20 range per study period. Now only between 3 - 8
children cross this leg of the intersection each study period. The number of children crossing Biehn
is up significantly in the morning and about the same in the afternoon. In the morning 38 children
cross Biehn compared to 25 during the past study. In the afternoon 54 children cross compared to
45 previously. All students and parents were able to cross without any difficulties.
ALL-WAY STOP WARRANT
At the meeting in May with members of the Brigadoon Public School Parent Council the possibility of
the installation of an all-way stop at the intersection of Biehn Drive and Caryndale Drive was raised.
Transportation Planning staff who attended the meeting indicated that this would be investigated. The
following is the result of this investigation.
A traffic study was conducted for the intersection in April 2006. The results of the traffic study were
then compared to both the City of Kitchener major collector and local/ minor collector roadway all-
way stop warrant, which are guidelines based on the all-way stop warrants established by the
Institute of Transportation Engineers (ITE) and the Ministry of Transportation. For the purposes of
determining the existing warrant, the traffic count is being compared to the local/minor collector
roadway warrant as opposed to the major collector to be representative of roadway operating
characteristics. It should be noted that these operating characteristics will change significantly when
Biehn Drive is extended to Strasburg Road.
The results of the studies are as follows:
Biehn Drive/Caryndale Drive
All-Way Stop Intersection Analysis
Local/Minor Collector
Warrant Results
(Min.
Requirements)
350 334
Highest Hour Volume
0/0 Split on Minor Roadway 250/0 460/0
OR
Avg. Hourly Volume(AII 250 240
Approaches)
Avg. Hourly % Split on Minor 250/0 460/0
Roadway
A vg. Yearly Collision History 3/yr. . 33/yr .
All-Way Stop Warranted?
NO
3
Transportation Planning has reviewed the intersection, and although the warrant was not met based
on overall volume, the study does indicate that it was within 50/0 of being warranted based on minor
collector standards. Therefore, as a result of the traffic studies performed, Transportation Planning
is recommending that an all-way stop be installed at the intersection of Biehn Drive and Caryndale
Drive.
Once Biehn Drive is extended to Strasburg Road, volumes will undoubtedly increase, and an all-way
stop at this intersection will help to maintain traffic safety, and maintain traffic flow to/from Caryndale
Drive.
After the installation of the all-way stop at the intersection, the location will be studied once again in
terms of the impact on school pedestrian safety. Any adjustments will be recommended at that time.
FINANCIAL IMPLICATIONS:
The approximate cost for signage, including installation, for the roadway is $750 and will be taken
from the existing sign maintenance budget.
COMMUNICATIONS:
Pending the approval of the all-way stop by Council, Brigadoon Public School, as well as the
Transportation and Planning Department of the Waterloo District School Board will be notified of the
impending change as well as the approximate installation date. Safety Patrols at the intersection will
be instructed on how to effectively manage the school pedestrian traffic at that location.
John McBride, Director
Transportation Planning
Ken Carmichael, C.E. T.
Supervisor of Traffic & Parking
Barry Cronkite, Traffic Technologist
Transportation Planning
4
5