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Clause embodied in Report No. 14 of The Planning and Transportation Committee, as adopted by the Council of The Municipality of Metropolitan Toronto at its meeting held on June 4, 1997. 

 

 

 

 

 2

DISCUSSION PAPER REGARDING WAYS OF IMPROVING

SPEED LIMIT COMPLIANCE ON METROPOLITAN ROADS.

 

(The Metropolitan Council on June 4, 1997, adopted this Clause, without amendment.)

 

The Planning and Transportation Committee recommends:

 

(A) the adoption of the following report (April 30, 1997) from the Commissioner of Transportation, subject to striking out the Recommendation and inserting in lieu thereof the following:

 

"It is recommended that:

 

(1) this discussion paper be utilized as the basis for consultation with various stakeholder groups and interested parties, including each Member of the Metropolitan Council;

 

(2) such consultation include the possibility of special measures being undertaken in or near park-like settings; and

 

(3) a further report be brought back by December, 1997, on the results of various tests, as outlined in this report, and the consultation effort;" and

 

(B) that the Commissioner of Transportation be requested to review the feasibility of hatch-marking pavements at selected locations as an alternative to traffic-calming measures, and to submit a report to the Planning and Transportation Committee on the possibility of conducting a pilot project thereon:

 

Purpose:

 

To discuss measures aimed at improving speed limit compliance on Metropolitan roads.

 

Recommendation:

 

It is recommended that this discussion paper be utilized as the basis for consultation with various stakeholder groups and that a further report be brought back in 1998 on the results of various tests, as outlined in this report, and on the consultation effort.

 

Background:

 

At its meeting on October 2, 1996, the Planning and Transportation Committee received the report, entitled "Feasibility of Installing Traffic Control Signals - Scarlett Road and Foxwell Street". In addition, the Committee requested the Commissioner of Transportation to submit a report to the Planning and Transportation Committee on measures that could be used on Metropolitan roads to improve speed limit compliance.

 

Discussion:

 

(A) Introduction:

 

In the recent past, numerous concerns have been voiced about vehicles exceeding the speed limit on major arterial roads within Metropolitan Toronto. The general opinion is that the incidence of speeding is increasing and the margin of speed limit disobeyance is increasing. Metro Transportation has conducted a number of radar studies over the past few years in response to complaints and concerns, and high 85th percentile speeds are recorded in more than half of the cases studied. However, the Department does not have sufficient data to state whether speed limit disobeyance is increasing and, if it is, to what extent. For a discussion of data collection and the use of the 85th percentile as a design tool, please refer to Appendix 1.

 

With respect to Metropolitan urban arterial roads, one would expect a variation of operating speeds directly related to the physical characteristics found in different parts of Metropolitan Toronto. For instance, narrower streets in downtown Toronto generally have a lower 85th percentile speed than midtown Toronto streets, while wider suburban arterials generally experience higher operating speeds than the previous two types. Examples of recent studies will be discussed later and are listed in Appendix 2. However, staff are concerned that, while studying roads with appropriate speed limits, some 85th percentile speeds have been recorded which represent a wide margin between operating speeds and the long-standing speed limit.

 

Furthermore, there are other driving behaviours that are receiving more public scrutiny recently which are associated with a trend towards more reckless and discourteous driving. In our jurisdiction, these include motorists disobeying red traffic signals, disobeying stop signs, and failing to yield to pedestrians when turning.

 

(B) Reasons for Speeding:

 

Drivers' choice of speed is a complex area involving numerous contributing factors related to the characteristics of the road, the vehicle, the traffic, the driver and the environmental conditions. Furthermore, social influences in our society are pervasive: we generally conduct ourselves quickly, search for more and more efficiency, and seek immediate response to work and recreational needs. We are being pressured to be more competitive, and advertisers are still influencing us with visions of fast and powerful cars. In all probability, the combined effect of these societal and psychological factors will be more influential than the effect of traffic engineering measures.

 

Because of this interaction of factors and the inherent differences among drivers, it has been difficult to predict the effectiveness of many speed control measures. Several theories have been developed to explain drivers' choice of speed but none seem to explain it satisfactorily. One theory points out that our perception of risk may be different from our knowledge of potential costs, such as vehicle and collision costs. One illustration is that experts in highway safety also speed. Other factors such as driving pleasure and the physical and mental condition of the driver complicate speed choice. Another study points out that the choices made by individuals will not necessarily be best for society as a whole.

 

While a definitive explanation of driving behaviour is elusive, numerous studies have attempted to identify the important characteristics influencing a driver's choice of speed. Significant factors cited in the literature have included:

 

- driver's age and gender;

 

- driver's attitude to the speed limit (social acceptance);

 

- enforcement;

 

- pleasure of driving;

 

- knowledge of speeding risks;

 

- number of vehicle occupants;

 

- trip purpose and schedule (travel time);

 

- vehicle age;

 

- vehicle performance (vehicle power, braking system, safety features);

 

- driver's weekly mileage;

 

- prior collision involvement/speeding violations; and

 

- type of vehicle.

 

Ironically, the safer that vehicles and roadways are constructed, generally, the more comfortable motorists are in exceeding posted speed limits. The Norwegian Institute of Transport Economics reported on the tendency of drivers to drive more aggressively as a partial result of the safety improvements associated with better road lighting, antilock brakes and a mandatory "slippery conditions" course for truck drivers.

 

Studies in Canada and abroad have suggested that there is social acceptance of exceeding the speed limit, either real or perceived. Some studies have concluded that because exceeding the speed limit is considered "relatively innocuous" and many drivers find driving pleasurable, education must concentrate on the risks associated with speeding. However, they caution that the pleasure found in driving will often outweigh the risks in the mind of drivers. Another study hypothesized that drivers often minimize the risks associated with their own driving while overstating the problems associated with that of others. This suggests that drivers are aware of many of the risks of speeding but neglect to apply them to themselves.

 

In addition, the disobeyance of traffic signs in general is becoming prevalent. The installation of unwarranted traffic control devices and regulations may encourage this behaviour. For example, the installation of unwarranted stop signs throughout the City of Toronto has probably resulted in increased disrespect for not only unwarranted stop signs but stop signs and other traffic control devices in general. In a similar fashion, lowering speed limits for reasons which are not obvious to the road users could have the same net result.

 

(C) Options to Reduce Speeding:

 

(i) Reduce Speed Limit:

 

From time to time, it is suggested that if a speed limit on a particular road section were to be reduced, travelling speeds would be reduced by a corresponding margin. Studies indicate that the majority of motorists tend to travel at speeds dictated by the physical characteristics of the roadway and the surrounding environment. If the speed limit were to be lowered, the majority of motorists would continue to drive at approximately the same speeds at which they were travelling prior to the speed limit reduction. Not only is there little benefit to reducing the speed limit, but another safety concern is introduced. The range of vehicular speeds is increased since a minority of drivers will adhere to the new speed limit. This increases the number of conflicts between faster and slower-moving traffic as faster drivers encounter more slower-moving vehicles and some take evasive action to change lanes and pass. The risk of collisions (such as the rear-end and sideswipe type) increases as a result.

 

A number of speed limit reductions have occurred in Metropolitan Toronto in the past few years. In most cases, a comparison of "Before" and "After" speed data has demonstrated the insignificant impact of the speed limit reduction. An example is Spadina Crescent where the speed limit was reduced from 50 kilometres per hour to 40 kilometres per hour on June 1, 1995. The resulting change in 85th percentile speeds has been imperceptible (see Appendix 2).

 

Not only would a system-wide reduction in speed limits be ineffective in itself, and would potentially introduce a higher incidence of collisions because of greater variations in the pace of vehicles (as mentioned earlier), the present economic fabric of Metropolitan Toronto relies upon an efficient and effective network of major arterial roads.

 

Enforcement is a critical element when considering speed limit reductions and is discussed in Section (C) (iii) of this report. In some cases, the combination of a speed limit reduction on a portion of road, plus promotion or advertising, plus sustained enforcement may be an effective strategy to influence driver behaviour.

 

(ii) Install Speed Limit Signs:

 

The Ontario Highway Traffic Act does not require speed limit signs on roadways with a 50 kilometres per hour speed limit in urban areas. Through the driver examination and "The Drivers' Handbook of Ontario", motorists who are licensed to drive in Ontario are expected to know this, and one of the advantages has been the control of costs and visual clutter of mandatory signs. On Metro roads, "50 kilometres per hour" speed limit signs are installed in speed limit transition zones or in a few select locations such as chronic speeding areas. However, the "50 kilometres per hour" speed limit signs installed at "problem" locations have not influenced motorists to travel at or below the speed limit.

 

For example, on Victoria Park Avenue, between Eglinton Avenue East and St. Clair Avenue East, the speed limit was reduced from 60 kilometres per hour to 50 kilometres per hour, and "50 kilometres per hour" speed limit signs were installed. On O'Connor Drive, between Don Mills Road and Coxwell Avenue, although the speed limit was not modified, the installation of "50 kilometres per hour" speed limit signs was requested by Metropolitan Council. In both cases, radar studies have shown that the signs have not influenced motorists to travel at or below the speed limit (see Appendix 2). The effect has been negligible.

 

At the above-noted locations, regulatory (black-on-white) "50 kilometres per hour" speed limit signs were installed. Modified "50 kilometres per hour" speed limit signs were used on Weston Road, between Sheppard Avenue West and Walsh Avenue, to provide a greater impact on motorists' speeds. These signs were "black-on-yellow" and had "Radar Enforced" tabs. However, these modified speed limit signs were not effective in reducing the speed of vehicles travelling on this section of Weston Road (see Appendix 2).

 

Furthermore, there is also a cost factor associated with the installation of "50 kilometres per hour" speed limit signs. The initial cost to install such signs on all existing Metro roads with 50 kilometres per hour speed limits would be approximately $100,000.00, assuming signs would be spaced at 600-metre intervals.

 

(iii) Enforcement:

 

The presence of a police officer enforcing the speed limit is commonly regarded as an effective means of speed reduction. Of course, given the constraints on the resources of the Metropolitan Toronto Police Service, anything more than occasional enforcement of a given road section is unlikely.

 

The Transportation Department has recently requested the Metropolitan Toronto Police Service to provide a sustained level of enforcement for a finite period on Weston Road, between Sheppard Avenue West and Walsh Avenue. (As mentioned in the previous section, the use of "black-on-yellow" "50 kilometres per hour" speed limit signs and "Radar Enforced" tabs has had no significant effect on motorists' speeds in this long-standing 50 kilometres per hour zone because they were not supported by sustained enforcement.) This will allow the Department to quantify the impact of enforcement, since "Before" data (without sustained enforcement) is available. A similar strategy will be employed in 40 kilometres per hour School Speed Zones so we can evaluate the combined effects of speed limit reduction and enforcement. School Speed Zones are discussed in Section (vi).

 

Photo enforcement has received considerable public exposure and interest recently. The Ontario Government's photo radar enforcement on 400 series highways was generally considered to have a significant impact on the behaviour of a majority of drivers. Similarly "Red-light cameras" at signalized intersections have proven to be an effective and cost-efficient deterrent to illegal driving behaviours in other cities such as New York. Metro Transportation will report on this issue as more information on proposed Provincial statutes becomes available.

 

Photo enforcement is a practical solution to the ongoing problem of providing system-wide speed enforcement on major roadways. Because of the cost of conventional police enforcement techniques, it is no longer possible to rely upon this method.

 

(iv) Installation/Timing of Traffic Control Signals:

 

Where concerns regarding high vehicular speeds are cited, they are sometimes coupled with requests for the installation of traffic control signals as a means of speed reduction. The purpose of traffic control signals is not to control speeding, but to alternate the right-of-way between conflicting flows of traffic.

 

As such, decisions regarding the installation of traffic control signals are based on a technical review which includes analysis of vehicle and pedestrian volumes and collision records. Radar studies have shown travelled speeds to be similar on sections of a given roadway where there are no traffic control devices and where there are traffic control signals. For example, a recent study of Kennedy Road, between Eglinton Avenue East and Lawrence Avenue East, revealed that speeds near non-signalized intersections were similar to those recorded near a signalized intersection (see Appendix 2).

 

Also, in an attempt to reduce speeds, the Department has been asked to time traffic signals so that platoons released from one signal will be stopped at the next signal. The Department co-ordinates the timing of networks of traffic signals in order to minimize stops. This promotes safe and efficient movement of traffic and reduces fuel consumption and emissions. The co-ordination of traffic signals is based on the posted speed limit of a given road. Inappropriately placed and poorly co-ordinated traffic signals may contribute to speeding problems (by encouraging motorists to race from one signal to the next) and other illegal driving manoeuvres (such as red-light violations) which may place the public at risk.

 

(v) Traffic-Calming - Physical Changes to the Road System:

 

There is limited experience with the use of traffic-calming techniques on major urban arterials. A British study on roadways carrying less volume than most Metro roads (8,000 to 12,000 vehicles is less than most Metro roads) indicated that measures such as varied curb alignments, pedestrian islands, pavement markings, humped pedestrian crossings and constrictions led to some speed reduction. However, this may have been accompanied by an increase in collisions on other roadways selected by diverted traffic. Furthermore, the experience of European jurisdictions may not be directly transferable to North American road design and operating characteristics because European roads are generally narrower with more vertical and horizontal curves.

 

Traffic-calming, including speed bumps, has been used in the City of Toronto on local roads in part to reduce speeding. Speed bumps have been successful in reducing speeds on Farnham Avenue and Balmoral Avenue (e.g., 85th percentile speeds: Before - 48 kilometres per hour; After - 35 kilometres per hour). As noted earlier, these roads where traffic-calming has been successfully applied carry significantly less volume than a typical Metro road. It would be impractical to introduce traffic-calming devices on most Metro roads. There would be significant risk in the introduction of traffic-calming devices on major urban arterials which operate at fairly high speeds, with considerable volumes of traffic including large trucks, because of the potential for high collision frequency. However, the Transportation Department is presently reviewing design standards for corner radii which may have a "calming" influence, particularly for traffic entering local streets.

 

(vi) School Speed Zones:

 

There is a provision in the Ontario Highway Traffic Act to designate a 40 kilometres per hour speed limit in school zones, at any preset times between the hours of 8:00 a.m. and 5:00 p.m., on days when school is regularly held. Amber flashing beacons are usually used during these preset times to advise motorists of when the 40 kilometres per hour speed limit is in effect. A School Speed Zone may only be installed on roads that adjoin an entrance to, or an exit from, a school and are limited in length to 150 metres along the road beyond the limits of the school property.

 

Generally, School Speed Zones by themselves have not worked well on major roads in other jurisdictions. For example, the City of Edmonton found marginal reductions in speed and suggested that emphasis be placed on traffic safety education for school children and easing traffic congestion in the vicinity of schools. However, in view of the increasing concern with respect to speeding on Metro roads, particularly in school areas, the Transportation Department recommended that a trial of a School Speed Zone should be conducted on Keele Street near Glenlake Avenue and evaluated prior to consideration of applying this technique to the 120 schools on Metro roads. The installation cost per application is about $20,000.00 (for a total Metro-wide investment of about $2.4 million), and the annual maintenance cost per speed zone is $1,000.00 (for a total annual cost of about $120,000.00). Since the implementation of the Keele Street test zone, Metropolitan Council has approved the implementation of a School Speed Zone on Dundas Street East between Munro Street and Logan Avenue. The preliminary results from the Keele Street test zone indicate that speeds are generally lower (see Appendix 2). However, speed limit compliance ranges only between zero and five per cent. depending on the time of day. As mentioned earlier, we want to evaluate the combined effects of School Speed Zone speed limit reductions plus sustained police enforcement, and staff will be reporting on this issue at a later date.

 

(vii) Pavement Marking Modifications:

 

Recently, a number of centre left-turn lanes have been provided on Metro roads without widening the roadway. This was accomplished by reducing the through lane widths to provide sufficient width for a centre lane. Staff have measured the impact of this lane reconfiguration on vehicle speeds.

 

For example, on Kennedy Road, between Lawrence Avenue East and Eglinton Avenue East, two studies showed reductions in speed following the introduction of a two-way centre left-turn lane through modification of pavement markings (see Appendix 2). However, it is too soon to measure the overall impact of these changes on collision frequency. Even if lower operating speeds are maintained, there could be a net increase in collision experience if narrower lane widths result in an increase in sideswipe type collisions.

 

Recently, there have been initiatives taken to widen curb lanes, where possible, in order to accommodate cyclists. The desirable and minimum lane widths for integrated bicycle facilities were documented in the report, entitled "Review of Bicycle Facilities on Metropolitan Toronto Roads", October, 1993 (see Appendix 3). Wide curb lanes/bicycle lanes are currently implemented in conjunction with other road works such as resurfacing or widening. However, there is growing concern that widened curb lanes may be contributing to motor vehicle speeding problems.

 

In many instances, the minimum width is not available to provide a bicycle lane in the curb lane. In this case, a white edge line could be used as a means of reducing the width of through lanes to an acceptable standard where parking is prohibited. On some sections of road it may be possible to paint this line 0.8 to 1.4 metres from the face of the curb while at the same time maintaining a minimum lane width of 3.3 to 3.5 metres. The cost to install white edge lines on Metro roads (excluding expressways) would be approximately $450,000.00. This estimate accounts for the fact that edge lines would not be installed where parking is permitted and that there are some roadways for which there is no flexibility to further reduce lane widths, but this estimate does not include annual maintenance costs. Furthermore, another relatively new option being tested in a few other jurisdictions is the use of "Share the Lane" logos adjacent to the curb.

 

At the present time, Metro Transportation does not have the resources to conduct a comprehensive study of these issues and care should be taken not to introduce system-wide changes that could potentially result in an increase in collision experience. It is prudent to test these initiatives on a few carefully selected sections of road, and we will identify these this Summer and evaluate the impacts during the rest of 1997.

 

(viii) Other Jurisdictions:

 

A recent survey conducted by the IBI Group for the Transportation Association of Canada (TAC) indicated that speed control for collectors and arterials has centred around signal progression and enforcement in Canadian urban areas. Some jurisdictions feel that "self-enforcement" utilizing environmental factors such as the type and density of roadside development, the presence of on-street parking, pedestrians and vegetation/parks, can affect a driver's choice of speed just as with low speed roads. There is general consensus that collectors and arterials in urban areas with speed limits greater than 50 kilometres per hour need to rely on measures that do not include humps or raised sections of roadway to encourage compliance with the specified limit.

 

(ix) Public Traffic Safety Programs:

 

There are numerous traffic safety programs administered by the Metropolitan Toronto Police Service which attempt to pro-actively address aggressive driving behaviour. The Metropolitan Toronto Police Services Board is expected to forward a report soon to the Planning and Transportation Committee which addresses this issue, in response to a request from that Committee.

 

(x) Future Developments:

 

The discussion about improving speed limit compliance is of considerable interest to many people, and the variety of issues and tradeoffs influencing the debate is extensive. There are numerous stakeholders who may have an interest in this debate and have valuable contributions to make. Therefore, we will be distributing this discussion paper to a broad range of organizations, committees, groups and individuals requesting their comments. It is our intention to enter into a dialogue with these stakeholders and report back in 1998. Furthermore, there are a number of locations where a variety of tests are being performed and where new tests will be initiated to determine the impact of certain traffic control devices on speed limit compliance.

 

Furthermore, we want to monitor the progress of the TAC study and add its discussion into this ongoing debate.

 

The support and input of the Metro Toronto Police Service with respect to this review is crucial, particularly with respect to its participation in the various tests related to the impact of sustained enforcement.

 

Conclusions:

 

There is growing concern about aggressive and discourteous driving manifesting itself in exceeding the speed limit and other illegal driving activity. The predominant reasons for these trends are not solely related to traffic engineering, and it is unlikely that traffic engineering measures alone will significantly impact this problem on major arterial roads. However, this Summer, Metro Transportation will augment its existing tests of traffic control devices on Metro roads by painting white edge lines on several test sections to determine if they influence vehicle speeds.

 

The greatest impact that can be exerted by Metropolitan Toronto on this issue is the combined use of traffic engineering measures, sustained enforcement by traditional means as well as photo enforcement, and promotion and advertising of these combined strategies. The major hurdle to the photo enforcement initiative at the present time is the restriction to Metropolitan Toronto's legislative authority. As mentioned earlier, the Department will report on this issue later this year when more information is available on potential changes to Provincial legislation in Ontario.

 

This discussion paper will be utilized as the basis for discussions and consultations with various stakeholders and, while soliciting opinions, a full appreciation of the tradeoffs involved in this complex issue should develop.

 

Summary Chart:

 

This report conforms with the following:

 

 

Council Approved Three-year Plan (n/a)

Corporate Personnel and

Administrative Policies (n/a)

 

Approved Capital Budget (n/a)

 

Approved Current Budget (n/a)

Standing Committee Approved

Program Priority (n/a)

 

Metro Official Plan (n/a)

 

Contact Name and Telephone Number:

 

Mr. Peter Hillier, Senior Manager, Traffic Regions, 392-5348.

 

 

Appendix 1

 

Data Collection/Analysis

 

Historically, the Metropolitan Transportation Department has conducted speed studies using a field person and a radar gun. The end result of each study is the determination of an 85th percentile speed. The 85th percentile speed is the speed at or below which 85 per cent. of the recorded vehicles travelled. (Not all vehicles are recorded in radar studies. Only those vehicles whose drivers are free to drive at a chosen speed, as opposed to those in the middle of platoons of vehicles, and those vehicles which have not been delayed by turning or parking vehicles, are recorded.) It is the most common factor considered when evaluating the speed profile of a road, the underlying principle being that drivers know the appropriate speed for the conditions and, therefore, that this is an appropriate speed. For decades, traffic engineering professionals have used 85 per cent. as a bench-mark for measuring reasonable driving speeds, assuming that 15 per cent. of drivers drive unreasonably fast. One negative aspect of using the 85th percentile speed is that conditions such as traffic volume and time of day can cause substantial variation in the 85th percentile speed, but speed limits are usually fixed.

 

 

 

Radar studies conducted by Metro Transportation staff are typically conducted during off-peak hours in good weather and free-flow conditions to reflect conditions when drivers are most likely to choose the highest speed at which they are comfortable driving. The vehicles for which speeds are recorded are typically the lead vehicles in a platoon or single vehicles not travelling in a platoon. Field staff choose an inconspicuous location to set up the radar equipment. These studies allow calculation of the 85th percentile speed, the average speed, compliance and pace. The most commonly reported statistics are the 85th percentile speeds and average speeds.

 

 

Appendix 2

 

Sample Radar Study Results

 

Spadina Crescent - Speed Limit Reduced

 

  Location on

Spadina Crescent

Direction

85th Percentile Speed (kilometres per hour)

   

Before

(50 kilometres per hour

limit)

After

(40 kilometres per hour

limit)

At Russell Street

Southbound

47.0

45.0

 

Victoria Park Avenue - Eglinton Avenue East to St. Clair Avenue East

50 kilometres per hour Signs Installed

 

  Location on

Victoria Park Avenue

Direction

85th Percentile Speed (kilometres per hour)

   

Before "50 kilometres

per hour" signs

After "50 kilometres

per hour" signs

North of Peard Road

Northbound

66.1

65.0

North of Peard Road

Southbound

67.6

66.3

North of Parma Court

Northbound

68.3

66.5

North of Parma Court

Southbound

66.1

67.8

 

O'Connor Drive - Don Mills Road to Coxwell Avenue*

50 kilometres per hour Signs Installed

 

  Location on O'Connor Drive

Direction

85th Percentile Speed

(kilometres per hour)

At Athlone Road

Eastbound

63

At Athlone Road

Westbound

62

At Northridge Avenue

Eastbound

66

At Northridge Avenue

Westbound

65

 

* Note: "Before" data not available.

 

Weston Road - Sheppard Avenue West to Walden Avenue

Black-on-Yellow 50 kilometres per hour Signs Installed

With "Radar Enforced" Tabs

 

  Location on

Weston Road

Direction

85th Percentile Speed (kilometres per hour)

   

Before Modified Speed

Limit Signs

After Modified Speed

Limit Signs

At Aura Lee Boulevard

Northbound

68

68

At Starview Lane

Northbound

66

66

At 3035 Weston Road

Northbound

68

69

At Mainshep Road

Northbound

64

71

At Mainshep Road

Southbound

66

66

At Burgandy Court

Southbound

63

66

At Starview Lane

Southbound

63

65

At Bradmore Avenue

Southbound

66

68

 

Kennedy Road - Eglinton Avenue East to Lawrence Avenue East

Two-Way Centre Left-Turn Lane Installed

 

 

Location on

Kennedy Road

 

Direction

85th Percentile Speed (kilometres per hour)

   

Before

* TWCLTL

After

TWCLTL

(June, 1996)

After

TWCLTL

(October, 1996)

At Radnor Avenue

(No ** TCS)

Northbound

73

-

63

 

Southbound

73

-

64

At Ranstone Gardens

(No TCS)

Northbound

-

61

67

 

Southbound

-

62

68

At Bertrand Avenue

(TCS)

Northbound

-

-

64

 

Southbound

-

-

65

 

* TWCLTL - Two-way centre left-turn lane.

** TCS - Traffic control signals.

 

 

 

 

 

Keele Street - Near Glenlake Avenue

School Speed Zone Installed

 

 

Location on

Keele Street

 

Direction

85th Percentile Speed (kilometres per hour)

   

Before

School Speed Zone

After

School Speed Zone

Near

Glenlake Avenue

Northbound

67.5

56.0

 

Southbound

67.0

58.5

 

 

Appendix 3

 

Integrated Bicycle Facilities

 

 Guidelines

Integrated Bicycle Facilities (metres)

 

Bicycle Route

 

Bicycle

Lane

(One-Way)

Wide Curb

Lane

HOV Lane

Through

Lane

Turn

Lane

Parking

Lane/Bay

   

<60*

>60

<60

>60

     

Desirable

2.0

4.3

4.5

4.5

5.2

3.7

3.3

2.5

Minimum

1.5

4.0

4.3

4.3

5.2

3.3

3.0

2.5

 

* Posted speed in kilometres per hour.

 

 

The following persons appeared before the Planning and Transportation Committee in connection with the foregoing matter:

 

- Ms. Helen Riley, Older Women's Network; and

 

- Ms. Lois James, Scarborough.

 

   
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