April 1, 1999
To:East York Community Council
From:Andrew Koropeski, Director, Transportation Services, District 1
Subject:Traffic Operations on Woodville Avenue, between Pape Avenue and Donlands
Avenue
Traffic Regulations at Pepler Avenue and Woodville Avenue
Ward:1 (East York)
Purpose:
To report to the April 28, 1999, meeting of the East York Community Council on traffic
operations on Woodville Avenue, between Pape Avenue and Donlands Avenue, and on traffic
regulations at the intersection of Pepler Avenue and Woodville Avenue.
Financial Implications:
There are no financial implications associated with the recommendations in this report.
Recommendations:
It is recommended that:
1.this report be received for information of East York Community Council; and
2.the Toronto Police Service be requested to enforce the "Stop" control at the intersection
of Woodville Avenue and Rivercourt Boulevard.
Background:
East York Community Council, at its meeting of January 20, 1999 requested the
Commissioner of the Works and Emergency Services Department to submit a report to the
East York Community Council on the feasibility of introducing traffic calming measures in
the area of Woodville Avenue in response to a petition signed by 65 residents of Woodville
Avenue.(Item No. 6(p))
Additionally, East York Community Council at the same meeting recommended that the
Commissioner of Works and Emergency Services submit a report on a petition signed by
approximately 19 residents of Pepler Avenue, between O'Connor Drive and Woodville
Avenue, requesting that Pepler Avenue be changed to a northbound one-way street and that
all-way stop control be implemented at the intersection of Pape Avenue and Woodville
Avenue.
Comments:
Staff assessed traffic volumes on Woodville Avenue and neighbourhood infiltration; the
feasibility for installing speed humps or traffic calming; the operational safety on Woodville
Avenue; school pick up and drop off activities; and the operation of the "Stop" sign control on
Woodville Avenue at Rivercourt Boulevard.
This report is divided into two parts: "Traffic Operations on Woodville Avenue, between
Pape Avenue and Donlands Avenue" and "Traffic Regulations at Pepler Avenue and
Woodville Avenue".
(a) Traffic Operations on Woodville Avenue, between Pape Avenue and Donlands Avenue
(i) Traffic Volumes on Woodville Avenue and Neighbourhood Infiltration
Woodville Avenue, between Pape Avenue and Donlands Avenue, is a two-way, two-lane
residential street, and is approximately 7.2 metres wide and 600 metres in length. "Stop" sign
controls exist at Pape Avenue, Wolverton Avenue, Rivercourt Boulevard and Donlands
Avenue. The speed limit on Woodville Avenue is 40 km/h. A map outlining the area is
attached to this report.
The following table outlines the existing parking regulations on Woodville Avenue, between
Pape Avenue and Donlands Avenue:
Table 1 - Existing Parking Regulations on Woodville Avenue
Location |
Regulation |
North Side
between Pape Avenue to Pepler Avenue |
No Parking Anytime |
North Side
between Pepler Avenue and Chilton Road |
3 hour |
South Side
between Pape Avenue and Chilton Road |
No Stopping Anytime |
Both Sides
between Chilton Road and Donlands
Avenue |
3 hour
alternate side/alternate months |
There are 6 roadways that connect Woodville Avenue with O'Connor Drive, between Pape
Avenue and Donlands Avenue. The East York Community Centre and William Burgess
Public School have two separate access driveways on the south side of Woodville Avenue,
easterly from Pape Avenue to approximately 80 metres east of Pepler Avenue.
Staff conducted an eight-hour traffic count at the intersections of Woodville Avenue and
Pape Avenue and at Woodville Avenue and Donlands Avenue to determine the volume of
traffic which uses Woodville Avenue, in particular during the morning and afternoon peak
hours of the day. A summary of these data is presented in the following table:
Table 2 - Traffic Volumes on Woodville Avenue
Time Period |
at Pape Avenue |
at Donlands Avenue |
Entering |
Exiting |
Entering |
Exiting |
AM Peak Hour |
68 |
33 |
44 |
111 |
PM Peak Hour |
75 |
72 |
52 |
31 |
8-hour total |
524 |
422 |
335 |
375 |
The above-noted traffic volumes are consistent with the local nature of this street and do not
suggest a significant traffic infiltration concern. The average daily traffic volume of 1200
vehicles is well within the 1000 - 3000 vehicle range typical for a local residential street. In
fact, the above-noted volumes would typically represent trips generated by local residents,
William Burgess School or the East York Community Centre.
Any traffic infiltration on Woodville Avenue would be highlighted by significant traffic
volumes on selected turning movements at Pape Avenue and at Donlands Avenue. These
volumes would be the northbound right turn volume at Pape Avenue and Woodville Avenue
and the eastbound left turn volume at Donlands Avenue and Woodville Avenue. Conversely,
we would expect significant traffic volumes on the northbound left turn at Donlands Avenue
and Woodville Avenue and a corresponding volume for the westbound right turn at Pape
Avenue and Woodville Avenue. The following table highlights these particular traffic
movements.
Table 3 - Selected Traffic Volumes on Woodville Avenue
Time Period |
NB Right Turn
Pape/Woodville |
EB Left Turn
Donlands/
Woodville |
NB Left Turn
Donlands/
Woodville |
WB Right
Turn
Pape/
Woodville |
A.M. Peak
Hour |
57 |
64 |
24 |
14 |
P.M. Peak
Hour |
34 |
14 |
10 |
33 |
8 Hour Total |
321 |
189 |
105 |
187 |
A review of the northbound right-turn and westbound left-turn volumes at Pape Avenue and
O'Connor Drive and at Donlands Avenue and O'Connor Drive indicates that there is
significant turning activity at these two signalized intersections during all periods of the day.
Staff have determined that the volume of westbound left turns is complemented by the volume
of northbound right turns at both signalized intersections, especially during weekday peak
periods. This pattern of travel indicates that non-resident traffic is using the arterial roads in
this vicinity and not local roadways, such as Woodville Avenue. The following table identifies
the actual volumes for the subject movements at each intersection:
Table 4 - Traffic Volumes at Pape Avenue/O'Connor Drive and Donlands
Avenue/O'Connor Drive
Time
Period |
at Pape/O'Connor |
at Donlands/O'Connor |
NB Right Turns |
NB
Through |
WB
Left
Turn |
NB Right Turn |
NB
Through |
WB
Left
Turn |
AM Peak
Hour |
150 |
457 |
142 |
547 |
771 |
187 |
PM Peak
Hour |
328 |
707 |
143 |
287 |
284 |
257 |
8-hour
total |
1770 |
3293 |
985 |
2635 |
2963 |
1524 |
Furthermore, a count at the East York Community Centre driveway and at the William
Burgess Public School driveways during the morning and afternoon peak hours indicates that
the majority of motorists' origin and destination is Pape Avenue. Some traffic was locally
generated and some traffic accessed these driveways from Pepler Avenue. In our opinion, the
traffic activity generated by the Community Centre and the school is a primary contributing
factor to residents' perception of a traffic problem on Woodville Avenue.
The introduction of turn restrictions at Pape Avenue/Woodville Avenue and Donlands
Avenue and Woodville Avenue would only serve to inconvenience local residents, parents
picking up and dropping-off school children and people accessing the East York Community
Centre. Turn restrictions would force motorists to find other ways to access Woodville
Avenue via other local residential streets.
Based on the prevailing traffic volumes, it is our opinion that traffic volumes on Woodville
Avenue are concentrated around the school arrival/dismissal times and activities at the
Community Centre and are within the range of typical traffic volumes for urban local streets
in the East York District.
(ii) The feasibility of installing speed humps or traffic calming
The use of speed humps to control the speed of traffic is an accepted practice throughout the
former City of Toronto. A comprehensive City-wide traffic calming policy has not been
adopted by the new City Council. Since the former Borough of East York did not have a
formal traffic calming policy, staff are applying guidelines adopted by the former City of
Toronto Council in order to review the potential for traffic calming on Woodville Avenue.
The prime elements of the criteria for the installation of speed humps are vehicle speeds and
traffic volume. Other environmental factors are also considered such as road width and
gradient.
The results of a radar study, which was conducted during a typical daytime off-peak period,
indicate that the 85th percentile speed (the speed at which 85 per cent. Of motorists are
travelling at or below) is 47 km/h for the eastbound and westbound approaches on Woodville
Avenue. This speed is considered acceptable for a roadway having the operating
characteristics of Woodville Avenue. The speed limit on Woodville Avenue is 40 km/hr.
Based on the combination of the existing traffic volumes and vehicle speeds the criteria
required to warrant the introduction of speed humps on Woodville Avenue is not satisfied.
Other traffic calming measures were considered such as installing additional "Stop" sign
controls along Woodville Avenue. We do not support this measure because our experience
indicates that motorists tend to speed between "Stop" signs to makeup lost time. Furthermore,
because additional "Stop" sign controls are unwarranted on Woodville Avenue, there may be
an increase in occurrences of disobeyance (if additional controls were to be installed).
(iii) Operational safety on Woodville Avenue
A review of the Toronto Police Service collision records for the five-plus-year period ending
May 31, 1998 disclosed that three collisions were reported on Woodville Avenue, between
Pape Avenue and Donlands Avenue. None of these involved a pedestrian. One collision,
which occurred at the intersection of Woodville Avenue and Pepler Avenue, involved a
southbound right-turning motorist disobeying the "Stop" sign control and colliding with an
eastbound right turning vehicle. The two other collisions involved parked vehicles.
Based on this collision record, the safety record on Woodville Avenue, between Pape Avenue
and Donlands Avenue is acceptable for an urban local roadway. There is no predominant
pattern of collisions which requires the introduction of mitigating measures.
(iv) School pick up and drop off activities
Observations indicate that significant pickup and drop off activity occurs by parents to
William Burgess Public School during morning and afternoon arrival/dismissal times on both
sides of Woodville Avenue, across the frontage of the school. Vehicles parked on the south
side of Woodville Avenue in the existing "No Stopping Anytime" zone. As many as 5
vehicles were parked at one time between Pepler Avenue and Rivercourt Boulevard.
Generally speaking, while some vehicles blocked private driveways and a fire hydrant, they
were not left unattended and the illegal parking which occurred was for a short duration.
There were no significant negative impacts associated with this activity.
The "Parent Safety Program" (PSP) is a community based program that addresses
traffic-related safety problems at schools and encourages parents and school officials to
cooperatively provide a safe school environment. It is a program which was started in Alberta
and is now being evaluated in Ontario. The motto of the PSP is "Choose Safety Over
Convenience". The program emulates an organised "Kiss and Ride" concept dealing with the
traffic congestion hazards in the school area when parents pickup or drop off their children.
The majority of traffic safety concerns result from the disregard for the safety of children, as
some drivers choose convenience over safety.
The PSP is a partnership of various groups concerned about school safety and may include
parents, teachers, volunteers, staff of the local Transportation Department and the Police. The
school principal and parents take joint ownership of the safety of the children.
We would recommend that a PSP be considered by school officials and parents to assist in
school pickup and drop off activities on Woodville Avenue. Our staff would be pleased to
assist in this program. Representatives of the Toronto Police Service should also be invited to
participate.
(v) The operation of the "Stop" sign control on Woodville Avenue at Rivercourt Boulevard
Observations were conducted at the "Stop" sign control on Woodville Avenue at Rivercourt
Boulevard during the morning and afternoon peak periods. There are three pedestrian accesses
to the William Burgess Public School grounds opposite Rivercourt Boulevard. Staff observed
that this intersection is where the majority of crossings from the north to the south side of
Woodville Avenue occurs to/from school.
The results of our observations revealed that the majority of eastbound and westbound
motorists on Woodville Avenue failed to come to a full stop. In light of the significant
pedestrian crossings at this location, we would recommend that the Toronto Police Service
step up their enforcement of the "Stop" sign control at this location.
(b) Traffic Regulations at Pepler Avenue and Woodville Avenue
Pepler Avenue and Woodville Avenue are local residential streets. Woodville Avenue is
regulated by a posted 40 km/h speed limit and Pepler Avenue is regulated by the unposted 50
km/h speed limit. William Burgess School and the East York Community Centre are accessed
via Woodville Avenue in the vicinity of Pepler Avenue. A plan showing the study area is
attached to this report.
In the petition that was submitted, residents of Pepler Avenue were concerned that their street
was being used by through traffic travelling from O'Connor Drive to Pape Avenue in order to
bypass the traffic signals at O'Connor Drive and Pape Avenue. To ascertain the traffic
volumes conducting this manoeuvre, Works and Emergency Services staff conducted a traffic
study on a typical weekday during the p.m. peak period. Staff observed a total of 27 vehicles
in this two-hour period that turned left from westbound O'Connor Drive, proceeded
southbound on Pepler Avenue, and turned right onto Woodville Avenue to proceed to Pape
Avenue. As a comparison, the most recent traffic count conducted at Pape Avenue and
O'Connor Drive, on February 1, 1999, revealed 261 westbound vehicles turning left onto Pape
Avenue at this signalized intersection during the p.m. peak period. As a result of this
investigation, staff have concluded that the volume of traffic using Pepler and Woodville
Avenues to circumvent the traffic signals at Pape Avenue and O'Connor Drive does not
constitute a significant traffic infiltration concern at this time, and that the vast majority of
traffic utilizes the signalized intersection. Therefore, no further action is recommended.
Residents of Pepler Avenue also requested that all-way stop control be implemented at the
intersection of Pepler Avenue and Woodville Avenue to reduce traffic speeds and allow
pedestrians to safely cross Woodville Avenue. All-way stop control is recommended at
intersections where the volume of traffic on the intersecting streets or the number of reported
collisions occurring in the last 12 months at the intersection meet the required values of the
all-way stop warrant. Staff conducted a traffic count at this intersection on a typical weekday
to ascertain vehicular volumes. The traffic volumes resulted in the all-way stop warrant being
47 percent met. Furthermore, an analysis of reported collisions for the period June 1, 1997 to
May 31, 1998 revealed no reported collisions at this location susceptible to correction by
all-way stop control. The all-way stop warrant is illustrated in Appendix 'B'. Since the
technical requirements for all-way stop control are not met, no further action is recommended
at this time with respect to implementing all-way stop control at this location. It should also be
noted that all-way stop control is already in place on Woodville Avenue at Rivercourt Avenue
(82 metres east of Pepler Avenue) and at Wolverton Avenue.
Conclusions:
The volume of traffic on Woodville Avenue, between Pape Avenue and Donlands Avenue is
within tolerable limits, of which some is locally generated. Options to mitigate the volume of
non-resident traffic would have significant detrimental impacts at the signalized intersections
on O'Connor Drive at Pape Avenue and at Donlands Avenue and on local routing patterns.
While there may be intermittent occurrences of a speeding motorist, the 85th percentile speed
is acceptable. The installation of speed humps or other traffic calming measures are not
warranted. A review of the collision history of Woodville Avenue did not reveal any pattern
of accidents which require mitigation. School pickup and drop off operations could be
improved if a strategy is developed by school officials and parents. "Stop" sign disobeyance
occurs on Woodville Avenue at Rivercourt Boulevard and increased enforcement should
result in a reduction of this offence.
The investigations conducted by Works and Emergency Services staff regarding traffic
infiltration on Pepler Avenue revealed a minimal number of motorists utilizing Pepler and
Woodville Avenues to bypass the traffic signals at O'Connor Drive and Pape Avenue, and
that the vast majority of motorists utilize the signalized intersection to turn onto Pape Avenue.
Furthermore, traffic studies conducted at the intersection of Pepler Avenue and Woodville
Avenue revealed that all-way stop control is not warranted. Therefore, no further action is
recommended at this time with respect to traffic concerns at Pepler Avenue and Woodville
Avenue.
Contact Name and Telephone Number:
Vince Suppa
Supervisor
416-397-5436
Bryan Muir
Supervisor
416-397-4588
Director
VJS/BM
attach.
APPENDIX 'B'
All-way Stop Warrant - Pepler Avenue at Woodville Avenue
WARRANT |
DESCRIPTION
|
MINIMUM
REQUIREMENT
(LOCAL STREET) |
COMPLIANCE |
ENTIRE
% |
NUMERIC |
% |
MINIMUM
TRAFFIC
VOLUME |
A. Vehicle volume for all
approaches,
per hour, for 4 hours, and
|
187 |
91 |
49 |
Minimum of
A. and B.
47 |
B. Combined vehicle and
pedestrian
volume from minor street, per
hour, for the same 4 hours
|
75 |
36 |
47 |
ACCIDENT
HAZARD |
Total reported collisions of a type
susceptible to correction by all-way
stop control, within a 12 month
period
|
5 |
0 |
0 |
0 |
|