Proposed Installation of Traffic Control Signals -
Kingston Road and St. Augustine Seminary/Resthaven
Cemetery (Ward 13 - Scarborough Bluffs)
The Works Committee recommends the adoption of the recommendations of the Scarborough Community Council
embodied in the following communication (June 1, 1999) from the City Clerk:
Recommendation:
The Scarborough Community Council recommends that the Works Committee approve the recommendations contained in
the report (March 3, 1999) from the General Manager, Transportation Services, subject to adding a Recommendation No.
(4), as follows:
"(4)coincident with the installation of the northbound left turn prohibition at the westerly driveway of the St. Theresa
Shrine Elementary School, a left turn arrow priority feature be installed for eastbound Kingston Road traffic wishing to
make left turns or U-turns at Brimley Road."
Background:
The Scarborough Community Council, at its meeting on May 26, 1999, had before it a communication (April 8, 1999)
from the City Clerk, advising that the Urban Environment and Development Committee, at its meeting held on March 31,
1999, referred a report (March 3, 1999) from the General Manager, Transportation Services, respecting the proposed
installation of traffic control signals at Kingston Road and the St. Augustine Seminary/Resthaven Cemetery driveways, to
the Scarborough Community Council for consideration and report back to the Urban Environment and Development
Committee.
(Communication dated April 8, 1999, addressed to the
Scarborough Community Council from the City Clerk)
Recommendation:
The Urban Environment and Development Committee referred the report (March 3, 1999) from the General Manager,
Transportation Services to Scarborough Community Council for consideration and report back to the Urban Environment
and Development Committee.
Background:
At its meeting on March 31, 1999, the Urban Environment and Development Committee had before it a report (March 3,
1999) from the General Manager, Transportation Services seeking approval for the installation of traffic control signals at
the intersection of Kingston Road and the St. Augustine Seminary/Resthaven Cemetery driveways, and recommending
that:
(1)traffic control signals be approved on Kingston Road at the St. Augustine Seminary/ Resthaven Cemetery driveways;
(2)coincident with the traffic control signal installation, northbound left turns be prohibited at all times from the westerly
driveway of the St. Theresa Shrine Elementary School at No.2665 Kingston Road; and
(3)the appropriate by-law(s) be amended accordingly.
The Committee also had before it a report (March 31, 1999) from Councillor Gerry Altobello requesting that the foregoing
report be referred to the Scarborough Community Council.
The Committee's action is as noted.
(Report dated March 3, 1999, addressed to the
Urban Environment and Development Committee from the
General Manager, Transportation Services)
Purpose:
To obtain approval for the installation of traffic control signals at the intersection of Kingston Road and the St. Augustine
Seminary/Resthaven Cemetery driveways.
Funding Sources:
The funds associated with new traffic signal installations are contained in the Transportation Services Division's Capital
Program under Project No. C-TR031. Total funding in this program is $1.6 million for 1999. The estimated cost of the
installation of traffic control signals at the intersection of Kingston Road and the St. Augustine Seminary/Resthaven
Cemetery driveways is $88,400.00.
Recommendations:
It is recommended that:
(1)traffic control signals be approved on Kingston Road at the St. Augustine Seminary/Resthaven Cemetery driveways;
(2)coincident with the traffic control signal installation, northbound left turns be prohibited at all times from the westerly
driveway of the St. Theresa Shrine Elementary School at No.2665 Kingston Road; and
(3)the appropriate by-law(s) be amended accordingly.
Background:
This location was investigated in response to a request from the St. Theresa Shrine Elementary School at No. 2665
Kingston Road to examine traffic operations in the vicinity of the school.
Discussion:
Kingston Road in this vicinity is a major six-lane arterial roadway with a concrete centre median, a posted speed limit of 60
km/h and a two-way 24-hour traffic volume of approximately 42,000vehicles. The St. Augustine Seminary driveway is on
the south side of Kingston Road, approximately 400 metres west of Brimley Road, and is aligned with the Resthaven
Cemetery driveway on the north side, to form an intersection allowing full movement access to both sites. St.Theresa
Shrine Elementary School, Monsignor Fraser College, Scarborough Foreign Mission Society, Cardinal Newman Secondary
School and St. Augustine Seminary are located south of Kingston Road between the St. Augustine Seminary driveway and
Brimley Road.
(1)Pedestrian Crossover Warrant Study:
A pedestrian crossover (PXO) warrant study revealed that 339 pedestrians, mostly students of Cardinal Newman Secondary
School, crossed Kingston Road at this location in an eight-hour study period. Of these 339 pedestrians, 326 were delayed
more than ten seconds before they could complete their crossing. Based on this information, both pedestrian volume and
pedestrian delay warrants are 100 percent satisfied.
We have evaluated the operational characteristics of a proposed PXO according to the guidelines that were developed for
the "Audit of Operational and Physical Suitability at Pedestrian Crossovers in Toronto". The results are as follows:
Standards or Criteria to be met for Physical
Suitability of a PXO |
Met/
Not
Met |
Comments |
Vehicle operating speed less than 60 km/h |
Not
met |
85th percentile speed is 75 km/h |
Not more than four lanes wide |
Not
met |
Six lanes wide |
Traffic volume less than 35,000 vehicles
per
day |
Not
met |
42,000 vehicles per day |
No driveways or entrances nearby |
Not
met |
Driveways to St. Augustine
Seminary and Resthaven
Cemetery |
No significant volume of turning
movements
which interfere with the PXO |
Not
met |
High volume of turns in the
immediate area |
No visibility problems exist for either
pedestrians or vehicles |
Met |
No visibility problems |
No loading zones (including TTC) in the
immediate vicinity |
Not
met |
Eastbound TTC stop |
Not less than 215 meters to another PXO
or
traffic control device |
Met |
Traffic control signals are
located
245 m to the west at Chine
Drive
and 398 m to the east at
Brimley
Road |
This location does not meet six of the criteria listed above, specifically the operating speed, number of lanes, high volume
of arterial traffic, presence of driveways, high volume of turning vehicles and loading zone locations. In addition, we
conducted a review of the Toronto Police Service collision records for the five-year period ending December 31, 1997.
During this period, there were no collisions involving pedestrians.
Given the foregoing prevailing conditions, a pedestrian crossover cannot be expected to perform in a satisfactory fashion at
this location. Accordingly, traffic control signals would provide the best form of crossing control and are recommended for
this location.
(2)Turning Movement Study:
Access to St. Theresa Shrine Elementary School is provided by two driveways located 32 metres and 105 metres east of the
St. Augustine Seminary driveway and are designed to provide right-in and right-out turning movements. Due to the safety
concerns raised by the school regarding turning movements made at the westerly driveway, a turning movement count was
conducted during the morning and afternoon peak hours. See Appendix A.
(a)Westbound to Eastbound "U" Turns:
The count revealed that, during the peak two hours, a total of 46 motorists entered the westerly driveway by making a
westbound to eastbound "U" turn at the St. Augustine Seminary/Resthaven Cemetery median break, followed by a sharp
right turn. Due to the high volume of eastbound traffic on Kingston Road, this maneuver poses a safety hazard at the
present time.
The following three options were considered to address this problem:
(i)implementing a "U" turn prohibition;
(ii)widening the median break to allow westbound left turns directly into the school driveway; and
(iii)installing a protected westbound left-turn signal.
Option (i) would reduce the hazard, however, westbound motorists who are destined for the school would be
inconvenienced because they would be required to turn around at Chine Drive and travel eastbound back to the school.
Therefore, a high level of disobedience could be predicted. Option(ii) would allow left turns into the school driveway but
would result in a signalized intersection with five legs. Given that the school driveway is 32 metres offset from the St.
Augustine Seminary/Resthaven Cemetery driveways, this option would result in numerous vehicle conflicts and hazards.
Option (iii) would allow all westbound turns on Kingston Road to be made free from conflict with any other vehicle or
pedestrian movements. Therefore, in order to provide optimal safety at the proposed traffic control signals, option (iii),
installing a protected left-turn signal is the best alternative.
(b)Northbound to Westbound Left Turns:
The count also revealed that, during the peak two hours, a total of 20 motorists exited the westerly driveway by making a
northbound to westbound left turn. Motorists making this movement travelled westbound in the eastbound lanes on
Kingston Road until they reached the median break, then they entered the westbound lanes. This maneuver poses a safety
hazard.
The following options were considered to address this problem:
(i)widening the median break to allow northbound left turns to be made directly from the westerly school driveway;
(ii)creating a new median break to allow northbound left turns to be made from the easterly school driveway; and
(iii)implementing a left-turn prohibition at the school driveway.
Option (i) was not considered further due to the concerns associated with operating a signalized intersection with five legs
as discussed in section (2)(a) of this report. Option (ii) would allow motorists the ability to turn left from the school,
however, this maneuver also requires motorists to cross three eastbound lanes at an uncontrolled location. The potential for
left-turn conflicts and collisions would increase at the new median break. Therefore, in order to provide optimal safety and
reinforce the "right-in" design at the westerly school driveway, option (iii), implementing a northbound left-turn
prohibition is the best alternative and is recommended.
Motorists leaving the school who wish to travel westbound on Kingston Road are encouraged to travel eastbound to
Brimley Road, northbound to St. Clair Avenue East, eastbound back to Kingston Road and then continue westbound.
Although this route may seem inconvenient, the safety benefits outweigh the inconvenience.
Both Ward Councillors' offices have indicated their support for the recommendations outlined in this report.
Conclusions:
The installation of a PXO is warranted on Kingston Road at the St. Augustine Seminary/Resthaven Cemetery driveways.
However, because this location fails to meet the "environmental standards" for the installation of a PXO, traffic control
signals will provide for a safer crossing environment and should be installed at this location.
Contact Name and Telephone Number:
Peter K. Hillier
Manager, Traffic Operations, District 4, (416) 396-7148