Appendix E-1: Trafﬁc Analysis - london.ca · IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London Document Control Page September 27, 2018

PREPARED BY

London Bus Rapid Transit Transit Project Assessment ProcessEnvironmental Project Report

March 2019

Appendix E-1: Traffic Analysis

London BRT Transit Project Assessment Process – Environmental Project Report

Appendix E1 – Traffic Analysis

Prepared for The Corporation of the City of London by IBI Group September 27, 2018

IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London

Document Control Page

September 27, 2018

CLIENT: The Corporation of the City of London

PROJECT NAME: London BRT Transit Project Assessment Process - Environmental Project Report

REPORT TITLE: Appendix E1 – Traffic Analysis IBI REFERENCE: 37176 VERSION: 7.0 DIGITAL MASTER: J:\37176_LondonRT_EA\10.0 Reports\Traffic Analysis ORIGINATOR: Andrae Griffith, Luke Li, Tong Wang, Fadi Madi REVIEWER: Ron Stewart AUTHORIZATION: Ron Stewart CIRCULATION LIST:

HISTORY: 7.0 – Transit Project Assessment Process – Environmental Project Report – September 2018


Table of Contents

September 27, 2018 i

1 Introduction and Background .................................................................. 6

1.1 Bus Rapid Transit ............................................................................. 6

1.2 Route Description and Study Area .................................................... 6

1.2.1 North-and-East Route ............................................................ 7

1.2.2 South-and-West Route ........................................................... 8

1.2.3 Downtown London ............................................................... 10

2 Traffic Analysis........................................................................................ 11

2.1 Study Horizons ............................................................................... 11

2.2 Traffic Data ..................................................................................... 11

2.3 Analysis Measure of Effectiveness ................................................. 11

3 Existing Conditions ................................................................................. 13

3.1 Existing Road Network ................................................................... 13

3.1.1 North-and-East Route .......................................................... 13

3.1.2 South-and-West Route ......................................................... 14

3.1.3 Downtown London ............................................................... 15

3.2 Existing Conditions Model Methodology ......................................... 16

3.3 Existing Operating Conditions ........................................................ 17

3.3.1 North-and-East Route .......................................................... 17

3.3.2 South-and-West Route ......................................................... 17

4 Future BRT Conditions ........................................................................... 19

4.1 Future Road Network ...................................................................... 19

4.1.1 Richmond Street and Western Road .................................... 19

4.1.2 King Street and Adelaide Street North ................................. 20

4.1.3 Ridout Street North Conversion from One-Way Southbound to Two-Way Traffic Operation .............................................. 22


Table of Contents (continued)

September 27, 2018 ii

4.1.4 Newly Signalized Intersections ............................................. 23

4.1.5 Turning Restrictions ............................................................. 23

4.2 Future BRT Conditions Model Methodology ................................... 24

4.2.1 Left-Turn and U-Turn Demand ............................................. 24

4.2.2 Traffic Diversion ................................................................... 27

4.2.3 Future Signal Timing Plans .................................................. 27

4.2.4 Future Traffic Volumes ......................................................... 27

5 BRT Configuration Operations............................................................... 30

5.1 North-and-East Route ..................................................................... 30

5.1.1 Richmond Street and Western Road Corridor ...................... 30

5.1.2 Richmond Street and Clarence Street Corridor .................... 33

5.1.3 King Street Corridor ............................................................. 34

5.1.4 Dundas Street Corridor ........................................................ 34

5.1.5 Highbury Avenue North Corridor .......................................... 35

5.1.6 Oxford Street East Corridor .................................................. 36

5.2 South-and-West Route ................................................................... 37

5.2.1 Oxford Street West Corridor ................................................. 37

5.2.2 Wharncliffe Road North and Riverside Drive Corridor .......... 38

5.2.3 Wellington Street Corridor .................................................... 39

5.2.4 Wellington Road Corridor ..................................................... 40

5.3 Downtown London .......................................................................... 41

5.3.1 Wellington Street and Queens Avenue ................................ 41

5.3.2 King Street and Clarence Street ........................................... 41

5.3.3 King Street and Ridout Street North ..................................... 41

5.3.4 Ridout Street North and Dundas Street ................................ 42

5.3.5 Ridout Street North and Queens Avenue ............................. 42



September 27, 2018 iii

5.3.6 Wellington Street and King Street ........................................ 42

6 Summary and Recommendations .......................................................... 43

6.1 Recommendations .......................................................................... 43



September 27, 2018 iv

List of Exhibits

Exhibit 1-1 – North-and-East Route Study Area ......................................... 7

Exhibit 1-2 – South-and-West Route Study Area ........................................ 9

Exhibit 1-3 – Downtown London Study Area ............................................ 10

Exhibit 4-1 - Richmond Street and Western Road Intersection ................. 20

Exhibit 4-2 – King Street and Adelaide Street North Intersection ............. 21

Exhibit 4-3 – Ridout Street North Conversion to Two-Way Traffic Operation ................................................................................... 22

Exhibit 4-4 – Determine Existing Left-In and Left-Out Volumes ................ 25

Exhibit 4-5 – Assign Left-In and Left-Out Volumes to U-Turns or to Alternate Paths .......................................................................... 25

Exhibit 4-6 – Determine Future Left-Turn and U-Turn Volumes for Major Road .......................................................................................... 26

Exhibit 4-7 – U-Turn Volume Sample Calculation ..................................... 26

Exhibit 4-8 – Traffic Capacity Map ............................................................ 29

Exhibit 5-1 – Richmond Street and Western Road “As-Modelled” Configuration .............................................................................. 32



September 27, 2018 v

List of Appendices

Appendix E1 – A: Turning Movement Counts Appendix E1 – B: Lane Configuration Diagrams Appendix E1 – C: Signal Timing Plan Methodology Appendix E1 – D: Background Traffic Growth Factors Appendix E1 – E: Measures of Effectiveness


September 27, 2018 6

1 Introduction and Background The purpose of this report is to conduct a traffic operations assessment of the future Bus Rapid Transit network in London, Ontario, and is submitted in support of the Transit Project Assessment Process (TPAP). This assessment examines existing traffic operations at signalized intersections along the proposed rapid transit routes, and analyzes anticipated operations following the implementation of the rapid transit. City of London staff were consulted in the development of the analysis methodology, the collection of data, and the final preparation of this report. It should be noted that this study is not considered to be a traffic impact assessment (TIA) and thus does not follow the City of London’s Transportation Impact Assessment Guidelines. According to the City of London’s guidelines, the goal of a TIA is to identify how multiple modes of transportation will work together in a proposed development and identifies what infrastructure is required to support the development. The main focus of this study is to support the TPAP; no proposed developments have been considered as this is beyond the intent of this study.

1.1 Bus Rapid Transit Bus Rapid Transit (BRT) in London is to consist primarily of articulated buses operating in transit-only lanes along city streets. Within Downtown London, these lanes are generally located in curbside transit-only lanes with stations located adjacent to the sidewalk. Outside of the downtown area, transit-only lanes are typically located in the centre median with stations accessible by signalized pedestrian crossing. However, the flexibility of the technology allows it to adapt to roadway conditions as needed.

1.2 Route Description and Study Area The proposed BRT network will consist of two rapid transit services (“routes”), each passing through Downtown London and running along a number of roadways in the city (“corridors”). These routes include the South-and-West Route running primarily along Oxford Street West and Wellington St / Wellington Road, and the North-and-East route running primarily along Western Road, Richmond Street, King Street, and Oxford Street East. The proposed alignment of these routes is described in this section, and the traffic analysis study area consists of the corridors in which the BRT will operate. It must be noted that the traffic analysis study area does not include the location and configuration of the four BRT turnarounds. Furthermore, the privately-owned signalized intersections on the Western University campus were not included in the analysis.



1.2.1 North-and-East Route The proposed BRT alignment for the North-and-East Route will connect the north turnaround near Richmond Street and Fanshawe Park Road East / Fanshawe Park Road West, with the east turnaround on Fanshawe College property near Oxford Street East and Second Street / Fanshawe College Boulevard. The route will travel via Richmond Street and Western Road to the Western University campus, then continue southward to Downtown London via Richmond Street and Clarence Street. Departing Downtown London, the route will travel to the eastern turnaround via King Street, Dundas Street, Highbury Avenue North, and Oxford Street East. Dedicated transit-only lanes in the median are proposed for much of the route, with dedicated curbside lanes proposed for King Street east of Downtown London. The study area for the North-and-East Route is shown in Exhibit 1-1. As previously stated, the portion of the route within the Western University campus is not within the scope of this report.

Exhibit 1-1 – North-and-East Route Study Area

Basemap Source: Open Street Map. Retrieved June 14, 2017



1.2.2 South-and-West Route The proposed alignment of the South-and-West Route will connect the west turnaround near Oxford Street West andWonderland Road North, with the south turnarounds near Wellington Road and Holiday Avenue. The BRT route will travel via Oxford Street West, Wharncliffe Road North, and Riverside Drive into Downtown London, then depart via Wellington Street and Wellington Road. The BRT will operate in dedicated median transit-only lanes for most of its journey, with mixed-traffic operations proposed for short segments of Wharncliffe Road North and Wellington Street. In order to maximize route flexibility, a second southern turnaround is proposed near Exeter Road and Bessemer Road. The study area for the South-and-West Route is shown in Exhibit 1-2.



Exhibit 1-2 – South-and-West Route Study Area

Base map source: Open Street Map. Retrieved June 14, 2017



1.2.3 Downtown London Both the South-and-West Route and the North-and-East Route serve Downtown London, and within the city centre the routes will operate along a series of one-way couplets:

• On the South-and-West Route, service toward the south turnaround will operate via Ridout Street North and King Street to Wellington Street, while service toward the west turnaround will operate via Wellington Street and Queens Avenue to Riverside Drive and Wharncliffe Road North ; and

• On the North-and-East Route, service toward the east turnaround will operate via Clarence Street and King Street, while service towards the north turnaround will operate via Wellington Street and Queens Avenue to Richmond Street.

As a result, a number of intersections in Downtown London are shared by both rapid transit routes. This configuration, which largely consists of dedicated curbside transit-only lanes, is illustrated in Exhibit 1-3.

Exhibit 1-3 – Downtown London Study Area

Basemap Source: Open Street Map. Retrieved June 14, 2017



2 Traffic Analysis Intersection capacity analysis was performed using the intersection analysis software package Synchro 9.0 and the Highway Capacity Manual (HCM) methodology. The Synchro analysis consisted of an existing conditions analysis to identify intersections experiencing high levels of congestion, and a future BRT conditions analysis to determine intersection performance once the rapid transit system is operational.

2.1 Study Horizons Two study horizons were analyzed in this report:

• Existing Conditions – 2016 conditions in which the analysis is based on existing roadway / intersection configurations, existing signal timing plans, and traffic volume data provided by the City of London; and

• Future BRT Conditions – A future scenario in 2034 in which the BRT is fully operational and several years after opening day. The analysis is based on revised roadway and intersection configurations, modified signal timing plans, updated traffic volume data, and the application of traffic volume growth factors.

2.2 Traffic Data Weekday AM peak period and PM peak period turning movement counts, and signal timing plans at all existing signalized intersections, were provided by the City of London. Most of the turning movement counts were conducted between 2012 and 2014, with a small number conducted between 2009 and 2011. In addition, City of London staff provided Synchro models for all signalized intersections with volumes as well as timing and phasing settings pre-populated. Efforts to validate the Synchro models and the supplied data is discussed in Section 3.2. An assessment of existing traffic operations was conducted using the City of London's pre-populated Synchro models. Consistent with engineering best practices, turning movement counts that were older than 3 years were recounted in 2016, 2017, and 2018 by the study team for use in the future BRT conditions analysis. Turning movement counts that were used in both existing and future assessments are found in Appendix E1-A.

2.3 Analysis Measure of Effectiveness In consultation with City of London staff, the following HCM measures of effectiveness were determined using Synchro:



• Level of Service (LOS), which is a measure of the average delay experienced by a road user attempting to travel through the intersection. LOS is measured from “A” to “F”. During peak periods, LOS in the “A” to “D” range is generally considered acceptable by most agencies, and a LOS of “E” or “F” generally represents delays that are considered unacceptable to most road users.

• Volume to Capacity (v/c) Ratio, which is a measure of the vehicle volume demand compared to the intersection’s capacity given roadway conditions, vehicle flow rates and traffic control signal plans. A v/c ratio of 0.0 indicates that no demand is present, while a v/c ratio of 1.0 indicates that the transportation facility is operating at capacity. A v/c ratio in excess of 1.0 indicates that vehicle demand exceeds capacity.

• 95th Percentile Queue Length, which is the vehicle-equivalent queue length for the 95th percentile vehicle volumes. The 95th percentile queue length is a theoretical measure of worst case conditions, and is not typical of what the average road user would experience.



3 Existing Conditions This section considers traffic operations under existing roadway / intersection configurations, existing signal timing plans, and traffic volumes data provided by the City of London. Existing lane configuration diagrams are found in Appendix E1-B.

3.1 Existing Road Network This section describes the routes and corridors on which the BRT system will operate.

3.1.1 North-and-East Route Outside of Downtown London, the BRT alignment for the North-and-East Route primarily operates along eight corridors, including:

• Richmond Street from Hillview Boulevard to Western Road;

• Western Road from Richmond Street to Lambton Drive / Brescia Lane;

• Richmond Street from University Drive to Central Avenue;

• Clarence Street from Central Avenue to Queens Avenue;

• King Street from Wellington Street to Ontario Street;

• Dundas Street from Ontario Street to Highbury Avenue North;

• Highbury Avenue North from Dundas Street to Oxford Street East; and

• Oxford Street East from Highbury Avenue North to Second Street / Fanshawe College Boulevard.

Richmond Street is the main north-south artery departing northwards from Downtown London. Richmond Street has two through lanes in each direction, and on-street parking is prohibited outside of the downtown area. Dedicated left-turn lanes are only provided at select intersections south of University Drive, but are located at every signalized intersection north of Windermere Road. Western Road is a four-lane north-south arterial road which passes through the Western University campus and is located to the northwest of Downtown London. Western Road becomes Wharncliffe Road North just south of the campus and just north of Oxford Street West. On-street parking is prohibited in the study area between Richmond Street and the Western University campus. Clarence Street is a two-lane primary collector road running north-south immediately to the east of Richmond Street in Downtown London. On-street parking is permitted on both sides of the street throughout the study area, and



the street forms the western edge of Victoria Park. Clarence Street currently terminates just south of Central Avenue. King Street is an arterial road restricted to one-way eastbound, and is the main corridor departing Downtown London towards the east. King Street is built to a three-lane cross-section between Ridout Street North and Burwell Street, and to a two-lane cross-section between Burwell Street and Ontario Street. However, on-street parking west of Burwell Street results in two through lanes throughout the study area. In addition, an eastbound bicycle lane is provided on the south side of the street from Clarence Street to Ontario Street. Dundas Street is a two-lane primary collector road west of Ontario Street, and a four-lane arterial road east of Ontario Street. It serves as the primary east-west commercial corridor in Downtown London. A two-way left-turn lane is provided between Waterloo Street and Colborne Street, and on-street parking is provided on the north side of the street as well as in selected areas on the south side. Highbury Avenue North is a four-lane arterial road running north-south in the eastern portion of the city, and is characterized by industrial land uses to the west, and the former London Psychiatric Hospital lands to the east. Dedicated left-turn lanes are provided at signalized intersections, and at the left-in unsignalized access to Oxbury Mall. Oxford Street East and Oxford Street West are the main east-west arteries north of Downtown London. Oxford Street East has two through lanes in each direction, with dedicated left-turn lanes provided at every signalized intersection and most midblock accesses. On-street parking is prohibited along Oxford Street East within the study area.

3.1.2 South-and-West Route Outside of Downtown London, the BRT alignment for the South-and-West Route primarily operates along four main corridors, including:

• Oxford Street West from Capulet Lane to Wharncliffe Road North;

• Wharncliffe Road North from Oxford Street West to Riverside Drive;

• Riverside Drive from Wharncliffe Road North / Wharncliffe Road South to Ridout Street North;

• Wellington Street from King Street to Thames River; and

• Wellington Road from Thames River to Holiday Avenue. Oxford Street West and Oxford Street East are the main east-west arteries north of Downtown London. Oxford Street West has two through lanes in each direction. Dedicated left-turn lanes are also provided at every signalized intersections and most midblock accesses. On-street parking is prohibited along Oxford Street West within the study area.



Wharncliffe Road North is a four-lane arterial road west of Downtown London. On-street parking is prohibited in the study area between Oxford Street West and Riverside Drive. Riverside Drive is a four-lane arterial road west of Downtown London, serving as the city centre’s primary western entrance. Traffic from the westbound-only Queens Avenue forms the westbound lanes of Riverside Drive immediately west of the Thames River, while the eastbound lanes of Riverside Drive cross the river on the Kensington Bridge and become Dundas Street. On-street parking is prohibited in the study area between Wharncliffe Road North / Wharncliffe Road South and Ridout Street North. Wellington Street and Wellington Road Corridor is the north-south corridor departing Downtown London to the south, and is one of the busiest roads in the city as measured by Average Annual Daily Traffic (AADT). It begins at the north end of Downtown London, connects with Highway 401 near the urban boundary, and continues south well past the London city limits. The Wellington corridor, generally, has a four-lane cross-section with an additional northbound lane between Base Line Road East and Commissioners Road East, and an additional southbound lane between Base Line Road East and Wilkins Street then Southdale Road East and the White Oaks Mall access. On-street parking is generally not permitted along the Wellington corridor.

3.1.3 Downtown London Within Downtown London, the BRT alignment operate along a series of one-way couplets within the following along five corridors:

• Ridout Street North from Queens Avenue to King Street (southbound service only);

• King Street from Ridout Street North to Wellington Street (eastbound service only);

• Wellington Street from King Street to Queens Avenue (northbound service only);

• Queens Avenue from Wellington Street to Ridout Street North (westbound service only); and

• Clarence Street from Queens Avenue to King Street (southbound service only).

Ridout Street North is restricted to one-way southbound traffic, and functions as the westernmost through street in Downtown London. Ridout Street North possess two through lanes, and features a curbside dual left-turn lane for southbound left-turns onto King Street. On street parking within the study area is permitted on both sides between Queens Avenue and Dundas Street, and on the west side only between Dundas Street and King Street. Ridout Street North, in addition to King Street and Queens Avenue, has Rush Routes to provide additional capacity during peak times.



King Street is restricted to one-way eastbound traffic. Between Ridout Street North and Wellington Street, King Street generally has three through lanes. A portion of King Street is equipped with additional cross-sectional width on the north side of the road to accommodate on-street parking. On-street parking is also permitted in the southernmost lane. Therefore, King Street was modelled by the city as two lanes in Synchro 9.0. King Street, in addition to Ridout Street North and Queens Avenue, has Rush Routes to provide additional capacity during peak times. Wellington Street within Downtown London is a four-lane arterial road with dedicated right-turn and left-turn lanes and parking permitted in lay-bys on the west side of the street. A tree-lined median is also present within the study area. Queens Avenue is restricted to one-way westbound traffic, and has three through lanes between Wellington Street and Clarence Street, and two through lanes between Clarence Street and Ridout Street North. Beyond Ridout Street North, Queens Avenue crosses the Thames River and becomes the westbound lanes of Riverside Drive. On-street parking is permitted on both sides of the street between Wellington Street and Richmond Street, and on the north side only beyond to Ridout Street North. Queens Avenue, in addition to Ridout Street North and King Street, has Rush Routes to provide additional capacity during peak times. Clarence Street is a two-lane primary collector road running north-south immediately to the east of Richmond Street in Downtown London. On-street parking is permitted on both sides of the street throughout the study area. Clarence Street currently terminates just south of Central Avenue.

3.2 Existing Conditions Model Methodology The assessment of the existing traffic operations began with a review of the Synchro models provided by the City of London, and of past efforts by staff to calibrate the models to reflect how road users interact with the transportation system. An example of such calibration is at Clarence Street and Dundas Street, which is modelled as having two northbound lanes but was observed in the field to have a single lane wide enough to permit two vehicles operating side by side. Modelled traffic volumes were then compared to turning movement counts provided by staff, and volumes were updated as necessary. The Synchro 9.0 HCM measures of effectiveness were then determined and were reviewed by City of London staff. Where available, measures of effectiveness generated by City of London staff using updated models superseded results generated by the study team. The existing conditions were used to provide a baseline for comparison of today’s traffic operations with the future “with BRT” scenario. A future “business-as-usual” scenario (i.e. without BRT) was not analysed. As determined in the Smart Moves 2030 Transportation Master Plan, the volume of auto trips in 2035 will grow by more than 20% compared to 2009 volumes. As such, the future



“business-as-usual” does not provide a viable alternative that could be supported by the road network.

3.3 Existing Operating Conditions Based on the traffic operations analysis, intersections where one or more movements exceed capacity (as described in Section 2.3) during both the AM peak and PM peak, or where two or more movements exceed capacity during either peak period, are identified in the following sections.

3.3.1 North-and-East Route Based on the analysis of existing conditions in the North-and-East Route study area, the following intersections were identified:

• Dundas Street and Highbury Avenue North – both approaches at this intersection are major roadways with high traffic volumes in all four directions. Instances of volume exceeding capacity are consistent with commuter patterns, with the westbound through movement (towards Downtown London) exceeding capacity in the AM peak period, and the eastbound left-turn movement (from Downtown London towards the city’s northeast) exceeding capacity in the PM peak period; and

• Highbury Avenue North and Oxford Street East – this intersection is the crossing of two arterial roads with high traffic volumes. During the PM peak, all left-turn movements and all through movements except for the southbound through movement were observed to exceed capacity limits. No movements were observed to exceed capacity during the AM peak.

3.3.2 South-and-West Route Based on the analysis of existing conditions in the South-and-West Route study area, the following intersections were identified:

• Oxford Street West and Wonderland Road North – both approaches are major roadways with high traffic volumes in all four directions. The southbound through movement and the westbound through movement were observed to exceed capacity during the PM peak, though AM peak operations were observed to be within capacity limits;

• Oxford Street West and Proudfoot Lane – this intersection has high north-south traffic volumes, especially the southbound left-turn volume during the AM peak period (over 500 vehicles per hour). This limits the green-time that can be allocated for other movements. In addition, the traffic signal currently operates with a short 65-second cycle length to allow half-cycle coordination with adjacent traffic signals. This intersection may be required to operate at full-cycle



length if signal coordination is to be maintained (i.e., operate with cycle lengths of 130 seconds);

• Oxford Street West and Woodward Avenue / Platt’s Lane – this intersection has a high volume of left-turns, but is not equipped with any left-turn priority measures. As a result, left-turn movements – especially the northbound left-turn – experience high levels of delay in both the AM and PM peak periods. This affects overall intersection LOS;

• Oxford Street West and Wharncliffe Road North – both approaches are major roadways with high traffic volumes in all four directions. The northbound through movement and the westbound left-turn movement are especially constrained, despite left-turn priority features for the latter movement;

• Wharncliffe Road North / Wharncliffe Road South and Riverside Drive – this intersection is also the crossing of two major roadways. The overall traffic operations are largely constrained by the high traffic volumes in all four directions;

• Wellington Street and Horton Street East – instances of volume exceeding capacity are limited to the PM peak, and are consistent with commuter traffic departing Downtown London for areas to the south. These movements include the southbound through movement and the westbound left-turn movement. Operations during the AM peak are within capacity limits;

• Wellington Road and Commissioners Road East – this intersection has heavy traffic volumes in all four directions. East-west movements operate as split-phase operation due to the westbound dual-left and the intersection geometry, which increases the overall lost time due to non-concurrent amber and all-red intervals. The split phase operation also limits the opportunities to re-allocate east-west green-time to north-south phases; and

• Wellington Road and Bradley Avenue – this intersection has a high volume of eastbound and westbound left-turns. While the intersection is equipped with left-turn priority measures, volume was observed to exceed capacity for the westbound left-turn during both peak hours and for the eastbound left-turn during the AM peak.



4 Future BRT Conditions This section presents the overall transportation system in the future BRT conditions, as well as the methodology used to model future traffic operations.

4.1 Future Road Network As described in Section 1.2, the functional design of the BRT system was generally based on providing median BRT lanes outside of Downtown London, and curbside BRT lanes within the downtown area. These principles resulted in the lane configurations developed by the study team and presented in Appendix E1-B. The design may be further refined as a result of property constraints, changes to stop locations, City staff input, planned future development by others, stakeholder and public consultation, or as a result of the findings of this traffic analysis. This section describes changes to the network expected as part of the BRT implementation. Existing lane configurations will be modified to provide for transit-only lanes; traffic control signals will be installed, reconfigured or relocated; and strategic roadway changes will be made in support of the initiative. Major roadway changes are outlined in the following sections.

4.1.1 Richmond Street and Western Road The intersection is proposed to be reconfigured to promote north-south traffic circulation between Richmond Street and Western Road. Not only does this configuration simplify BRT operations, it diverts through traffic away from Downtown London, and guides road users to Western Road, the route with the higher capacity (as Richmond Street is proposed to be reduced to one lane in each direction). Because of the reconfiguration, the following movement reallocations were made:

• Southbound through traffic becomes southbound left-turn traffic;

• Northbound through traffic becomes westbound right-turn traffic;

• Southbound right-turn traffic becomes southbound through traffic; and

• Eastbound left-turn traffic becomes northbound through traffic. This conversion is illustrated in Exhibit 4-1.



Exhibit 4-1 - Richmond Street and Western Road Intersection

4.1.2 King Street and Adelaide Street North At King Street and Adelaide Street North, the intersection is proposed to be reconfigured to remove the service road connecting eastbound King Street to York Street, and the service road connecting York Street to eastbound King Street and to northbound Adelaide Street North. Traffic affected by these changes was re-routed using William Street, though it must be noted that the southbound service road connecting Adelaide Street North with York Street is proposed to remain, with access only from Adelaide Street North. The access to this service road from King Street will be closed due to the BRT platform location. The proposed lane configurations at the King Street and Adelaide Street North intersection are illustrated in Exhibit 4-2.



Exhibit 4-2 – King Street and Adelaide Street North Intersection



4.1.3 Ridout Street North Conversion from One-Way Southbound to Two-Way Traffic Operation

The segment of Ridout Street North between Queens Avenue and King Street is proposed to be converted from one-way southbound traffic operation to two-way traffic operation in response to transportation network changes in Downtown London. This connection will provide a new north-south travel corridor for vehicles and bicycles, and connect Downtown London with areas to the southwest. The proposed changes to intersections along Ridout Street North are illustrated in Exhibit 4-3.

Exhibit 4-3 – Ridout Street North Conversion to Two-Way Traffic Operation



4.1.4 Newly Signalized Intersections In order to provide access to transit stops, to neighbourhoods, and to major trip generators, a number of unsignalized intersections in the study area were identified for signalization by the study team in consultation with City of London staff. These intersections include:

• Western Road and Ambleside Drive;

• Beaverbrook Avenue and Oxford Street West;

• Wellington Street and South Street;

• Wellington Road and Wellington Crescent/Bond Street;

• Wellington Road and Whetter Avenue;1

• Riverside Drive and Wilson Avenue;

• Oxford Street East and Fanshawe College Transit-Only Entrance;

• Richmond Street and St. James Street;

• King Street and Ontario Street;

• Dundas Street and Kellogg Lane;

• Dundas Street and McCormick Boulevard;

• Ashland Avenue and Dundas Street;

• Highbury Avenue North and Canada Post London Processing Facility;

• John Paul II Catholic Secondary School and Oxford Street East;

• Oxford Street East and London Lane (West Access to Fanshawe College); and

• 520 - 530 Oxford Street West access and Oxford Street West.

4.1.5 Turning Restrictions Due to the introduction of dedicated transit-only lanes, a number of existing turning movements were restricted to remove potential conflicts between general traffic and the BRT, and to reduce delay to and improve reliability of the BRT. Outside of Downtown London the BRT is to operate in dedicated median lanes, and general traffic vehicles will only be permitted to make left-turns into and out of the corridors at signalized intersections. Signalized U-turns are proposed, allowing outbound traffic to depart midblock locations by turning right and making a U-turn at the first available opportunity. Inbound traffic, which previously made a left-in movement, would travel a short distance past their intended destination, make a U-turn and then a right-in at their destination. This solution has been employed successfully in other cities in Ontario where median

1 Pedestrian signal at Wellington Road and Emery Street East is relocated to this location and upgraded to a full signal.



transit-only lanes have been installed. The proposed signalized U-turns will require a protected left-turn phase. In and around Downtown London, where the BRT operation is primarily in curbside lanes, turning movements may be restricted to minimize conflicts between rapid transit and general traffic, and to reduce delay in instances where a turn would otherwise have to be made from a shared lane. It must be noted that this report considers the AM and PM peak hours, when traffic volumes and the potential for such delay are highest. Consideration could be given to lifting these restrictions at off-peak times when the potential for delay is lower.

4.2 Future BRT Conditions Model Methodology This section outlines the methodology used to model traffic operations under the future BRT conditions.

4.2.1 Left-Turn and U-Turn Demand The introduction of median BRT lanes restricts general traffic from making left-turns in or out of midblock intersections and accesses. To mitigate this, signalized U-turns are proposed as an alternative to lengthy detours and circuitous routings. U-Turn volumes were estimated by determining the type and size of land uses which will be affected by the turning restriction, estimating the number of inbound and outbound trips using the Institute of Transportation Engineers (ITE) Trip Generation Manual 9th Edition, and assigning an arriving or departing direction based on prevailing traffic conditions. Volumes were divided among available travel paths in instances where an alternative to a U-turn movement was available. This process is illustrated in Exhibit 4-4 through Exhibit 4-7.



Exhibit 4-4 – Determine Existing Left-In and Left-Out Volumes

Exhibit 4-5 – Assign Left-In and Left-Out Volumes to U-Turns or to Alternate Paths



Exhibit 4-6 – Determine Future Left-Turn and U-Turn Volumes for Major Road

Exhibit 4-7 – U-Turn Volume Sample Calculation

Category Cherryhill Village Mall Residential Area

Land Use Shopping Centre (820)

Single Family Detached Housing (210)

Units 175,000 S.F. G.F.A. 81 units Net trip generation 872 vehicles 87 vehicles Inbound trips 419 vehicles 55 vehicles Outbound trips 453 vehicles 32 vehicles Inbound trips by left-turn 180 vehicles

(i.e. midblock EBL) 30 vehicles (i.e. midblock WBL)

Outbound trips by left-turn 200 vehicles (i.e. midblock SBL)

20 vehicles (i.e. midblock NBL)

Alternative path assumption for re-routing midblock traffic

50% of trips will use Cherryhill Blvd

N/A

EB U-turn at Platt’s Lane 90 + 20 = 110 U-turn vehicles



(previously midblock EBL and NBL) WB U-turn at Cherryhill Blvd (previously midblock SBL and WBL)

100 + 30 = 130 U-turn vehicles

4.2.2 Traffic Diversion In and around Downtown London, turning restrictions are proposed to minimize conflicts between rapid transit and general traffic, and to minimize delay to the proposed transit service. This will result in traffic diversion, which this study accounted for using the following principles:

• It was assumed that vehicles making a specific movement originated from the next intersection upstream and were destined for the next intersection downstream. This principle results in traffic generated by a specific location being modelled as attempting to reach that location;

• It was assumed that vehicles remained within the study area as much as possible, only diverting to parallel corridors when no other reasonable alternative existed. This principle results in a more conservative analysis; and

• Where multiple alternative routings for diverted traffic were available, volumes were split equally between those alternatives.

4.2.3 Future Signal Timing Plans Using the lane configurations presented in Appendix E1 – B, signal timing intervals and phasing were developed using the principles designed to ensure fast and efficient BRT service, safe and convenient pedestrian crossing facilities, and to preserve mobility and access for general traffic. These principles are outlined in Appendix E1 – C.

4.2.4 Future Traffic Volumes Growth factors were determined for each corridor from the macroscopic TransCAD model with inputs from the City of London staff, and were applied to all through movements along corridor in the peak direction. PM peak growth factors are presented in Appendix E1 – D, and it was assumed that the listed factor would apply to the opposite direction in the AM peak. In addition, a 1% average annual traffic growth rate was applied to cross-street traffic volumes. It must be noted that growth factors for Richmond Street and Western Road did not consider a reduction in traffic bound for Richmond Street from the north – only an increase in traffic on Western Road, despite the intention that Western Road would become the primary north-south travel corridor in the central sector



of the city and relieve pressure on Richmond Street. As a result, traffic which presently makes a southbound through movement will make a southbound left movement under capacity-constrained conditions. A serious of parallel road improvements are planned, illustrated in Exhibit 4-7, to improve traffic capacity.



Exhibit 4-8 – Traffic Capacity Map



5 BRT Configuration Operations This section uses the same methodology as used to examine existing conditions in order to examine the traffic operations at study area intersections in 2034 after the BRT is operational. Measures of effectiveness, as discussed in Section 2.3, are presented in Appendix E1 – E. It should be noted that the future signal plans have not accounted for any ITS measures to mitigate the rapid transit corridors. One beneficial ITS solution could be the use of green wave, where the traffic lights are coordinated to allow continuous traffic flow along the BRT route. In addition to a reduction of vehicle delays, green wave has potential to reduce vehicle emission and fuel consumption and control traffic speed.

5.1 North-and-East Route This section summarizes the traffic operations along the North-and-East route, and identifies new intersections and intersections with noteworthy design considerations.

5.1.1 Richmond Street and Western Road Corridor The Richmond Street and Western Road corridor, between Hillview Boulevard and Western University, is anticipated to experience high levels of background traffic growth above the existing conditions. This is due to expected population growth in the north of the city, and due to Western Road becoming the primary north-south travel corridor in the centre of the city. Analysis indicates that sufficient capacity exists and northbound and southbound operations are expected to perform with low levels of delay at most intersections. In addition, turns served by exclusive left-turn lanes into and out of major trip generators like Masonville Place, University Hospital and the core Western University campus are expected to operate within capacity limits at most intersections. Alternate access, such as utilizing signalized U-turns, is available in instances where additional left-turn demand exists.

5.1.1.1 Richmond Street and Hillview Boulevard / Masonville Place Intersection

In order to allow a transit vehicle to transition from median lanes into the north turnaround, a transit priority phase for northbound vehicles was modelled. Southbound vehicles departing the turnaround were assumed to use the existing Masonville Place access in mixed traffic in order to reach the southbound transit-only lanes. The consequence of implementing a transit priority phase is increased delay to all movements due to a longer required cycle length. However, as mentioned above, movements into and out of Masonville Place are expected to operate well within capacity limits. An EA study has been underway for the intersection of Richmond Street and Fanshawe Park Road East / Fanshawe Park Road West, just north of the study area limits. Geometric



improvements to the intersection, to the north, are anticipated to affect traffic conditions at the Masonville Place intersection in addition to other intersections to the south.

5.1.1.2 Richmond Street and Western Road Intersection As described in Section 4.1.1, it was assumed that the Richmond Street and Western Road intersection is reconfigured to maintain fast and efficient rapid transit service, and to promote north-south traffic circulation between Richmond Street and Western Road. It should be noted that the southbound left-turn under proposed conditions would experience high levels of delay when modelled with existing conditions volumes. A dual southbound left-turn lane may alleviate some delays, however this mitigation measure is not recommended due to a resultant undesirable increase in pedestrian crossing times, as well as major property impacts. As discussed in Section 4.2.4 growth factors did not consider a reduction in traffic bound for Richmond Street – only an increase in traffic on Western Road. Therefore, un-reduced southbound left-turn demand results in this movement experiencing high levels of delay in the as-modelled conditions. In reality, traffic bound for areas to the south of Downtown London would be likely to choose Western Road over Richmond Street as the proposed reconfiguration encourages, relieving demand for those wanting to travel to downtown London by automobile. Future automobile traffic bound for areas to the east, southeast, west and southwest of Downtown London is likely to divert to parallel corridors such as Wonderland Road North / Wonderland Road South or Adelaide Street North / Adelaide Street South. In order to provide pedestrian access to the northbound far-side platforms, the north-south pedestrian crossing on the east side of the intersection was modelled as a two-stage crossing, with a pedestrian refuge island separating the westbound left-turn and westbound right-turn lanes. As the dual right-turn movement must be fully protected, this precludes a pedestrian crossing in the path of turning vehicles. Therefore, split phasing for westbound movements and a two-stage crossing provides the necessary pedestrian protection at the cost of an increased cycle length and increased delay to all movements. This configuration is illustrated in Exhibit 5-1.



Exhibit 5-1 – Richmond Street and Western Road “As-Modelled” Configuration

5.1.1.3 Western Road and Ambleside Drive Intersection This proposed signalized intersection provides access to the residential areas to the northwest of the Western University campus, as well as providing northbound U-turn movement to relieve demand on Western Road and Richmond Street to the north.

5.1.1.4 Western Road and Lambton Drive / Brescia Lane Intersection A dedicated transit priority phase was modelled at this intersection in order to prevent conflicts as the BRT transitions from Western Road to Lambton Drive to enter the Western University campus. Northbound protected turns and



signalized U-turns were also modelled to protect for potential median transit-only lanes which continue further south on Western Road.

5.1.2 Richmond Street and Clarence Street Corridor The segment of the BRT route between Western University and Downtown London is proposed to be reduced from two through lanes in each direction to one through lane in each direction. As a result, northbound and southbound through movements are expected to see decreases in performances if present-day automobile travel demand remains constant. Turns to and from the neighbourhoods immediately to the east and west of Richmond Street perform within capacity limits. Of note, turns to and from Richmond Street at Grosvenor Street and at Cheapside Street (near St. Joseph’s Hospital) perform well below capacity limits despite signal timing plan changes to favour north-south through movements. In addition to the analysis presented in this report, a detailed traffic microsimulation analysis was undertaken to measure and compare traffic operations for various design option for a portion of the Richmond Street and Clarence Street corridor. The microsimulation analysis considered a large area to assess trip diversions to other corridors, as well as a more focused assessment of the specific operations of Richmond Street for the potential design alternatives. The results of the microsimulation analysis are presented in Appendix E2 of the Environmental Project Report.

5.1.2.1 Richmond Street and University Drive Intersection A dedicated transit priority phase was modelled in order to prevent conflicts as the BRT transitions from Richmond Street to University Drive. In addition, the existing westbound phase (intended for bicyclists and other trail users) is retained, operating concurrently with the eastbound phase. This signal plan should be reviewed prior to construction to consider separating the eastbound left-turn movement from pedestrians and cyclists.

5.1.2.2 Richmond Street and Central Avenue Intersection A dedicated transit priority phase was modelled at this intersection in order to prevent conflicts as the BRT transitions from Richmond Street to the proposed connection to Clarence Street.

5.1.2.3 Clarence Street and Dufferin Street Intersection At this intersection, southbound left-turns are proposed to share a lane with the southbound through movement. As a result, a transit priority phase was modelled to prevent southbound left-turning vehicles from turning across the path of a southbound transit vehicle.



5.1.3 King Street Corridor King Street in the future BRT conditions scenario is proposed to have an eastbound curbside transit-only lane, a single eastbound through lane (two through lanes between Wellington Street and Waterloo Street), and a westbound curbside contra-flow transit-only lane (east of Wellington Street). Despite the reduction in through lanes from up to three lanes under existing conditions, analysis indicates that through movements and turns are expected to operate within capacity limits and with little delay.

5.1.3.1 King Street and Adelaide Street North Intersection As discussed in Section 4.1.2, the service roads connecting eastbound King Street to York Street, and connecting York Street to northbound Adelaide Street North and eastbound King Street are proposed to be removed. Traffic was diverted via William Street, and the green time from the removed north-westbound phase was applied to other movements.

5.1.3.2 King Street and Ontario Street Intersection At this proposed signalized intersection, a dedicated transit priority phase was modelled in order to prevent conflicts with a number of westbound and eastbound movements. In order to provide access to the Western Fair District, Ontario Street (which is presently one-way northbound), is proposed to be converted to two-way operation. Therefore, this intersection was modelled with northbound, southbound, and westbound volumes in addition to existing eastbound volumes. Existing one-way eastbound operation for general traffic on King Street was maintained.

5.1.4 Dundas Street Corridor Under the future BRT conditions scenario, Dundas Street is reduced to two vehicle lanes throughout the study area. Fully protected left-turns and strong U-turn demand requires more green time be allocated away from the through movements, resulting in increased delay and decreased capacity. However, the introduction of several new signalized intersections increases the number of signalized U-turn opportunities, increases the number of safe pedestrian crossing locations, and increases the number of locations where vehicles can turn left across eastbound and westbound Dundas Street traffic. These intersections include:

• Dundas Street and Kellogg Lane;

• Dundas Street and McCormick Boulevard; and

• Dundas Street and Ashland Avenue. Florence Street to the south (which becomes York Street) may be used as an alternative east west through corridor, relieving capacity for those who want to travel by automobile on Dundas Street.



5.1.4.1 Dundas Street and Ontario Street Intersection In order to provide access to the Western Fair District, Ontario Street (which is presently one-way northbound), is proposed to be converted to two-way operation. Therefore, this intersection was modelled with eastbound right-turn, southbound through, and westbound left-turn volumes. The westbound left-turn lane is expected to be shared between the BRT and general traffic movements, with northbound right-turn BRT movements proceeding concurrently with these turns. In addition, due to anticipated overlapping left-turns, an east-west split phasing was modelled, resulting in a higher cycle length and higher delay to all movements.

5.1.4.2 Dundas Street and Highbury Avenue North Intersection At this intersection, a dedicated transit priority phase was modelled to permit eastbound transit vehicles on Dundas Street to transition to northbound Highbury Avenue North, and to permit southbound vehicles on Highbury Avenue North to transition to westbound Dundas Street. This, as well as fully protected turns on all approaches due to anticipated sightline concerns, results in increased delay to all movements. Due to the difference in roadway width between existing and proposed conditions, additional northbound left-turn and westbound left-turn lanes may be accommodated to provide additional turn capacity.

5.1.5 Highbury Avenue North Corridor Highbury Avenue North is characterised by industrial land uses and the former London Psychiatric Hospital lands. Signalized intersections along this corridor control access to low-volume driveways and may rest on green for Highbury Avenue North for long stretches of time until side street demand is present. As a result, traffic operations remain largely comparable to existing conditions. Access to midblock industrial driveways, presently accessible from a two-way left-turn lane, would be via signalized U-turns under the future BRT conditions scenario. While not reflected in this report, it must be noted that a redevelopment of the former London Psychiatric Hospital lands has been envisioned and would result in increased demand for turns into and out of lands to the east of Highbury Avenue North.

5.1.5.1 Highbury Avenue North and Canada Post London Processing Facility Intersection

In addition to providing signalized access to this facility, this proposed intersection will also permit southbound U-turns for vehicles departing from the Oxbury Centre and wishing to travel northbound on Highbury Avenue North. Presently, this movement must be made by exiting the shopping centre onto Oxford Street East, and then making an eastbound left-turn at Highbury Avenue



North and Oxford Street East. The aforementioned path is not affected by the BRT system’s construction, but this alternative access provides road users with another option to reach their intended destinations.

5.1.5.2 Highbury Avenue North and Oxford Street East Intersection At this intersection, a dedicated transit priority phase was modelled to permit westbound transit vehicles on Oxford Street East to transition to southbound Highbury Avenue North, and to permit northbound vehicles on Highbury Avenue North to transition to eastbound Oxford Street East. As well, fully protected turns on all approaches were modelled due to anticipated sightline concerns. Due to the difference in roadway width between existing and proposed conditions, additional eastbound left-turn and southbound left-turn lanes may be accommodated to provide additional turn capacity.

5.1.6 Oxford Street East Corridor The Oxford Street East corridor is not anticipated to be significantly affected by the implementation of the BRT system. At most intersections, operations are comparable to existing conditions with respect to capacity and delay. In addition, a number of new intersections are proposed to increase access to major destinations like Fanshawe College.

5.1.6.1 Oxford Street East and John Paul II Catholic Secondary School Intersection

This proposed signalized intersection provides signalized westbound U-turns for access from Roehampton Avenue, provides for a safe pedestrian crossing location for those seeking to reach John Paul II Catholic Secondary School, and provides for signalized southbound left-turns for vehicles departing from the school. While not reflected in this report, it must be noted that a redevelopment of the former London Psychiatric Hospital lands has been envisioned and would result in increased demand for turns into and out of lands to the south of this intersection.

5.1.6.2 Oxford Street East and London Lane (West Access to Fanshawe College) Intersection

This proposed signalized intersection provides signalized eastbound U-turns for access to Roehampton Avenue, increases pedestrian access to Fanshawe College from neighbourhoods to the south, and provides for a new southbound left-turn egress from Fanshawe College. Under existing conditions, only southbound right-turns are permitted at this location.



5.1.6.3 Oxford Street East and London Lane (Fanshawe College Transit-Only Access) Intersection

This proposed signalized intersection allows transit vehicles to transition from the median transit-only lanes to the east turnaround on Fanshawe College property. This intersection also provides for increased pedestrian access to the campus from the residential and retail areas on the south side of Oxford Street East.

5.1.6.4 Oxford Street East and Second Street / Fanshawe College Boulevard Intersection

The future BRT conditions scenario envisions transit vehicles will transition to the turnaround on Fanshawe College property using a proposed signalized access. However, as the transit-only access does not provide turning lanes for general traffic, this intersection was modelled with fully protected turns and signalized U-turns for eastbound and westbound traffic. While delay does increase for these turning movements as a result of this provision, main street traffic operations and north – south traffic operations remained comparable to existing conditions.

5.2 South-and-West Route This section summarizes the traffic operations along the South-and-West Route and identifies new intersections and intersections with noteworthy design considerations. An EA is currently underway for Wonderland Road North / Wonderland Road South, and should be addressed in the detailed design stage.

5.2.1 Oxford Street West Corridor Along the Oxford Street West corridor, the BRT is proposed to operate primarily in median lanes, with transitions to and from mixed traffic operation occurring near Capulet Lane in both directions, and to eastbound curbside operation near Wharncliffe Road North. Intersections in the corridor which are experiencing congestion in existing conditions are expected to continue to do so under future BRT conditions, particularly as traffic volumes are expected to grow as the population of western London increases. In addition, the conversion of permitted turns to fully protected turns, and the strong U-turn demand in retail areas, contributes to increased delay. However, access to neighbourhoods and key trip generators from all directions remains through the provision of dedicated left-turn phases and signalized U-turns.

5.2.1.1 520 - 530 Oxford Street West and Oxford Street West Intersection This proposed intersection provides signalized access to retail land uses located at the southeast corner of Oxford Street West and Wonderland Road North, and relieves demand at Wonderland Road North, by providing signalized U-turn opportunities in advance the intersection.



5.2.1.2 Oxford Street West and Beaverbrook Avenue Intersection This proposed intersection provides signalized access to a high density residential area to the south of Oxford Street West, and provides pedestrian access to a proposed BRT station. While not reflected in this report, it must be noted that development of the lands to the north of this intersection is anticipated.

5.2.2 Wharncliffe Road North and Riverside Drive Corridor Mixed traffic operation is proposed for the portion of the BRT route travelling along Wharncliffe Road North, with few changes to lane configurations. Therefore, changes to traffic operations can be attributed to traffic volume growth. Along Riverside Drive, BRT operation is proposed to be in the curb lane for westbound transit services and in a median lane for eastbound transit services. Both directions are proposed to operate in curb lanes along the Queens Avenue Bridge across the Thames River. Traffic operations at Riverside Drive and Wharncliffe Road North / Wharncliffe Road South are not expected to improve due to increased travel demand into Downtown London. However, turns into and out of residential areas adjacent to the corridor are not expected to encounter high levels of delay.

5.2.2.1 Wharncliffe Road North and Oxford Street West Intersection As the northbound BRT is proposed to turn from a dedicated lane into a dedicated lane within the turning arc of general traffic, a transit priority phase which stops all traffic is not required at this intersection. The traffic analysis model envisioned that an eastbound transit queue jump phase would operate concurrently with these turns, and this requires a right-turn on red prohibition for eastbound right-turning vehicles as both the transit vehicle and turning traffic share a receiving lane. In addition, due to anticipated overlapping left-turns, north south split phasing was modelled, resulting in a higher cycle length and higher delay to all movements.

5.2.2.2 Wharncliffe Road North and Mount Pleasant Avenue Intersection Under existing conditions this intersection operates with an east-west split phase due to the offset between the east and west legs. As the intersection is proposed to be reconstructed under future BRT condition without the offset, conventional traffic control system phasing was modelled.

5.2.2.3 Wharncliffe Road North and Riverside Drive Intersection As transit vehicles are required to make a southbound left-turn from the curbside platform to a median receiving lane at this location, a dedicated transit priority phase was modelled. This phase would also serve as a queue jump to for westbound transit vehicles bound for northbound Wharncliffe Road North.



5.2.2.4 Riverside Drive and Wilson Avenue Intersection This proposed signalized intersection provides alternate access to Riverside Drive and to Downtown London for the residential area immediately east of Wharncliffe Road North. In addition, this intersection provides a controlled pedestrian crossing opportunity serving the Thames River trail system and the Kiwanis Seniors Community Centre.

5.2.3 Wellington Street Corridor Within the Wellington Street corridor (north of the Thames River), the BRT service is proposed to operate in median transit-only lanes south of Horton Street East, with a transition to and from curbside operation occurring north of York Street. The traffic operations under the future BRT conditions are anticipated to be similar to the existing conditions at most intersections, partially due to Ridout Street North and Richmond Street serving as parallel corridors. It must be noted that intensification within the southern portions of this corridor may introduce additional turning movement demand and result in higher levels of delay.

5.2.3.1 Wellington Street and York Street Intersection The BRT service is proposed to operate in mixed traffic at this location, due to the constrained right of way passing under the CN Rail underpass. As a result, changes to traffic operations at this intersection are due to revised pedestrian clearances which result in revised minimum phase lengths.

5.2.3.2 Wellington Street and Horton Street East Intersection As the BRT service transitions from curbside operation within Downtown London to median lane operation in areas to the south at this location, a transit priority phase was modelled to provide for a queue jump to facilitate the transition.

5.2.3.3 Wellington Street and Grey Street Intersection Grey Street is proposed to be converted to two-way traffic operation from one-way westbound operation, improving access to neighbourhoods alongside the corridor. As well, this modification will provide alternative two-way access to the Richmond Street Bridge over the Thames River.

5.2.3.4 Wellington Street and South Street Intersection This proposed signalized intersection provides access to the residential areas east and west of the corridor, provides for a safe pedestrian crossing opportunity, and provides access to a BRT station. In addition, South Street is proposed to be converted to two-way traffic operation from one way eastbound operation, improving access from neighbourhoods alongside the corridor.



5.2.4 Wellington Road Corridor The segment of the BRT route along the Wellington Road corridor is proposed to be reduced from up to three lanes in each direction to two lanes in each direction. As a result, northbound and southbound through movements are expected to see decreases in performance if present-day automobile travel demand remains constant. Intersections which experience high levels of delay in existing conditions are expected to continue to experience this delay in the future, but intersections where traffic control signals are proposed are expected to see low levels of delay and movements operating below capacity limits. It must be noted that, aside from an additional transit-only eastbound approach at Wellington Road and Wellington Commons shopping centre, no lane configuration changes were proposed at the following intersections:

• Wellington Road and Wellington Commons

• Wellington Road and Exeter Road; and

• Exeter Road and Bessemer Road.

5.2.4.1 Wellington Road and Grand Avenue Southbound left-turns are performed from the shared southbound through / southbound left-turn lane in existing conditions. Due to the construction of the median BRT lanes, left-turns from this shared lane was modelled as being prohibited. However, southbound left-turn access to Grand Avenue from Wellington Road is maintained via High Street as well as the signalized High Street and Grand Avenue intersection.

5.2.4.2 Wellington Road and Wellington Crescent / Bond Street This proposed signalized intersection provides access to the residential areas east and west of the corridor, provides for a controlled pedestrian crossing opportunity, and provides access to a BRT station. It must be noted that, for the neighbourhood to the east of the corridor, alternative access without this signal is circuitous and inconvenient for those travelling towards Downtown London.

5.2.4.3 Wellington Road and Whetter Avenue This proposed intersection provides signalized access to the residential areas east of the corridor which was previously provided at the Emery Street East pedestrian signal (which is proposed to be relocated to Whetter Avenue). Signalized U-turns at this location provide access to the residential areas to the west of the corridor, and this facility also preserves the controlled pedestrian crossing opportunity.

5.2.4.4 Wellington Road and Commissioners Road East Intersection East-west split phase operation is in place at this intersection in existing conditions, and was maintained during the future BRT condition traffic analysis.



This, and strong demand on all approaches, resulted in high levels of delay during existing conditions. This delay is expected to worsen, when increased cycle lengths due to increased minimum phase intervals, as well as background volume growth are considered.

5.2.4.5 Wellington Road and White Oaks Mall / Days Inn London As southbound transit vehicles transition from median lanes to mixed traffic in order to enter the south turnaround at Holiday Avenue, a dedicated transit priority phase was modelled at this intersection to provide southbound vehicles with a queue jump in order to safely complete the necessary lane changes.

5.3 Downtown London The BRT system is proposed to operate in curbside transit only lanes within Downtown London, and traffic operations are expected to remain largely unchanged at most intersections following the implementation of the BRT system. Intersections where delay increases notably are intersections historically associated with turning movements made by vehicles entering the downtown area during the AM peak period - Dundas Street and Ridout Street North, Ridout Street North and King Street, Wellington Street and King Street, and Wellington Street and Queens Avenue. However, traffic circulation in the downtown is expected to operate well within capacity limits and with low delay on York Street, Richmond Street (between York Street and Central Avenue), Dundas Street, and Talbot Street. It must be noted that the congestion described above was not observed during the PM peak when travel into the downtown core for shopping, dining and entertainment is more likely to occur.

5.3.1 Wellington Street and Queens Avenue As transit vehicles are required to make a northbound left-turn from the curbside lane at this location, a dedicated transit priority phase was modelled.

5.3.2 King Street and Clarence Street As transit vehicles are required to make a southbound left-turn at this location, a dedicated transit priority phase was modelled to address the potential for conflicts with northbound through vehicles on Clarence Street. Permitted BRT turns could be utilized as an alternative configuration, as the future road configuration eliminates the risk of the transit vehicle turning across the path of a car approaching from the rear.

5.3.3 King Street and Ridout Street North Due to the future BRT conditions configuration of the southbound approach, which includes a dedicated left-turn lane and a shared left-turn / straight through lane for southbound left-turns, a north-south split phasing was modelled. This is



the same phasing that operates today. In addition, a dedicated transit priority phase was modelled at this intersection to facilitate the BRT’s left-turn from the southbound curb lane to eastbound curb lane. Finally, as discussed in Section 4.1.3, the Ridout Street North conversion from one-way southbound to two-way traffic operation was modelled using estimated traffic volumes, with the majority of new northbound trips proceeding as through trips along Ridout Street North. Future northbound right-turn and northbound left-turn volumes were estimated using the principles outlined in Section 4.2, as these movements are permitted today.

5.3.4 Ridout Street North and Dundas Street As discussed in Section 4.1.3, the Ridout Street North conversion from one-way southbound to two-way traffic operation was modelled using estimated traffic volumes, with the majority of new northbound trips proceeding as through trips along Ridout Street North. The signal phasing that is in use today was maintained in the future BRT conditions analysis. However, consideration should be given to east-west split phasing in order to reduce conflicts between right-turns from the dual eastbound right-turn lanes, and pedestrians crossing the southern leg of the intersection.

5.3.5 Ridout Street North and Queens Avenue As discussed in Section 4.1.3, the Ridout Street North two-way traffic conversion was modelled using estimated traffic volumes, with equal proportions of vehicles proceeding northbound on Ridout Street North or making a northbound left-turn onto the Queens Avenue Bridge. Due to the single northbound lane configuration, as well as the preference given to the westbound movement departing Downtown London in the PM peak hour, northbound left-turns yielding to southbound through vehicles are expected to result in high levels of delay to the northbound-through movement. While the signal phasing that is in use today was maintained in the future BRT conditions analysis, consideration should be given to north-south split phasing to provide fully-protected northbound left-turns and northbound straight through movements. It must be noted that, in order to permit westbound left-turns from the curb lane for local London Transit Commission buses, a transit priority phase was modelled. While BRT services will benefit from this phase, it is not required for BRT operations.

5.3.6 Wellington Street and King Street In order to permit eastbound left-turns from the curb lane for local London Transit Commission buses, a transit priority phase was modelled. While BRT services will benefit from this phase, it is not required for BRT operations.



6 Summary and Recommendations The purpose of this report is to conduct a traffic operations assessment of the future BRT network in London, Ontario, in support of the Transit Project Assessment Process. Existing traffic operations at signalized intersection along the proposed network were examined, which identified intersections which are currently experiencing congestion during the AM peak and PM peak. Following this assessment, the future lane configurations, newly signalized intersections and new signal timing plans, turning restrictions and signalized U-turn demand, and growth factors were assessed in order to develop a future BRT conditions traffic operations model. In addition to the analysis presented in this report, a detailed traffic microsimulation analysis was undertaken to measure and compare traffic operations for various design options for a portion of the Richmond Street and Clarence Street (north) corridor. The microsimulation analysis considered a large area to assess trip diversions to other corridors, as well as a more focused assessment of the specific operations of Richmond Street for the potential design alternatives. The results of the microsimulation analysis are presented in Appendix E2 of the Environmental Project Report. A comparison between the existing conditions and the future BRT conditions indicates that intersections which are experiencing congestion are likely to continue to experience congestion into the future. This is primarily due to background traffic growth, as well as the conversion of main street left-turn movements to fully-protected operations; lane reductions and reallocations; and anticipated increases in U-turn demand. However, the future BRT conditions proposes changes to intersections which attempt to mitigate these issues while ensuring that the transit service is fast and reliable, that pedestrian access is safe and convenient, and that mobility and access to trip generators and neighbourhoods is maintained.

6.1 Recommendations The following is a summary of the recommended mitigation measures:

• Reconfigure the Richmond Street and Western Road intersection to support BRT operations and accommodate a BRT stop. This reconfiguration also connects higher-capacity road segments for north-south traffic circulation between Richmond Street and Western Road. Traffic patterns are expected to change with planned improvements to Western Road, and a southbound dual left-turn lane at this intersection is not recommended due to the preferred BRT corridor design between University Drive and Oxford Street East.

− Southbound through traffic becomes southbound left-turn traffic;

− Northbound through traffic becomes westbound right-turn traffic;



− Southbound right-turn traffic becomes southbound through traffic; and

− Eastbound left-turn traffic becomes northbound through traffic.

• At the intersection of Richmond Street and Western Road, consider providing a two-stage pedestrian crossing of the east leg, with a pedestrian refuge island between the westbound left-turn and right-turn lanes, in order to provide pedestrian access to the northbound far-side BRT platform.

• At the King Street and Adelaide Street North intersection, remove the southbound service road connecting eastbound King Street to York Street, and the northbound service road connecting York Street to eastbound King Street and to northbound Adelaide Street North.

• Convert one-way southbound Ridout Street North (between Queens Avenue and King Street) to a two-way operation.

• Convert one-way northbound Ontario Street (at Dundas Street) to a two-way operation.

• Implement planned conversion of Grey Street (at Wellington Street) from one-way westbound to a two-way operation.

• Implement planned conversion of South Street (at Wellington Street) from one-way eastbound to a two-way operation.

• Prohibit southbound left-turns at Wellington Road and Grand Avenue while preserving neighbourhood access via High Street and the High Street and Grand Avenue intersection.

• Prohibit eastbound right-turn on red at the intersection of Wharncliffe Road North and Oxford Street West, in order to allow for an eastbound transit queue jump phase.

• Remove east-west split phasing, and instead provide conventional traffic control system phasing, at the intersection of Wharncliffe Road North and Mount Pleasant Avenue, with realigned intersection.

• Permit BRT turns at King Street and Clarence Street intersection.

• Maintain existing north-south split phasing at the intersection of King Street and Ridout Street North.

• Signalize the following existing unsignalized intersections:

− Western Road and Ambleside Drive;

− Richmond Street and St. James Street;

− King Street and Ontario Street;

− Dundas Street and Kellogg Lane;



− Dundas Street and McCormick Boulevard;

− Ashland Avenue and Dundas Street;

− Highbury Avenue North and Canada Post London Processing Facility;

− John Paul II Catholic Secondary School and Oxford Street East;

− Oxford Street East and London Lane (West Access to Fanshawe College);

− Oxford Street East and Fanshawe College Transit-Only Entrance;

− Wellington Street and South Street;

− Wellington Road and Wellington Crescent/Bond Street;

− Wellington Road and Whetter Avenue;

− Beaverbrook Avenue and Oxford Street West;

− Riverside Drive and Wilson Avenue; and,

− 520 - 530 Oxford Street West access and Oxford Street West.

• Implement dedicated transit priority phases at the following intersections:

− Richmond Street and Hillview Boulevard / Masonville Place;

− Western Road and Lambton Drive / Brescia Lane;

− Richmond Street and University Drive;

− Richmond Street and Central Avenue;

− Clarence Street and Dufferin Street;


− Dundas Street and Ontario Street;

− Dundas Street and Highbury Avenue North;

− Highbury Avenue North and Oxford Street East;

− Wharncliffe Road North / Wharncliffe Road South and Riverside Drive;

− Wellington Street and Horton Street East;

− Wellington Road and White Oaks Mall / Days Inn London;

− Wellington Street and Queens Avenue;

− Queens Avenue and Ridout Street North;



− King Street and Ridout Street North

− King Street and Clarence Street; and

− Wellington Street and King Street.

• Implement signal timing plan changes to favour the direction of the BRT routes.

• Restrict left-turns at existing turning movements due to the introduction of dedicated transit-only lanes; signalized U-turns are proposed along the transit route to allow for vehicles to make the U-turn at the first available opportunity.

ITS solutions are recommended, such as the use of green wave, where the traffic lights are coordinated to allow continuous traffic flow along the BRT route. In addition to a reduction of vehicle delays, green wave has the potential to reduce vehicle emissions and fuel consumption, and control traffic speed.


E1-A1

Appendix E1 – A

Turning Movement Counts

WELLINGTON RD S

Count Date.

Turning Movements Report -

Location....... BASE LINE RD E @ WELLINGTON RD S

LONDONMunicipality. Tuesday, 10 April, 2012

INT4471GeoID.......

08:45 AM07:45 AM

AM Period

Peak Hour..

Traffic Cont. Traffic signal Count Time.

Major Dir..... North south

09:00 AM07:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1164

2005

Total

4%150 7

261 10 4%

0 0%32

271

157

32

460

1026 20 1046

1506

11

5%

3%

4

671%

83

1

87

361

68

10 212222

Total

738

937

Peds

2681

Peds

20

12

Peds

15

14

154

1

1%

12

0

635

42

7%0%

801

1204

3%

40

1688

993

6%

56

53

6%

3

15359312

50 523

531

2%

8

1065

39

4%

1104

516 350

5%

2%

BASE LINE RD E

WELLINGTON RD S

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0

Page 2 of 4Thursday, August 21, 2014

Count Date.




INT4471GeoID.......

01:45 PM12:45 PM

MD Period

Peak Hour..



02:00 PM11:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

967

2056

Total

3%202 6

304 8 3%

1 1%94

312

208

95

615

497 18 515

1130

9

6%

5%

7

580%

102

0

109

188

58

8 265273

Total

628

1307

Peds

2500

Peds

20

25

Peds

14

32

86

0

0%

22

1

947

46

5%5%

1055

1001

3%

34

1132

1368

4%

61

43

2%

1

8690121

42 232

241

4%

9

815

33

4%

848

355 179

3%

3%

BASE LINE RD E

WELLINGTON RD S

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


WELLINGTON RD S

Count Date.




INT4471GeoID.......

05:00 PM04:00 PM

PM Period

Peak Hour..



06:00 PM03:00 PM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1044

2466

Total

3%433 13

463 4 1%

4 2%223

467

446

227

1140

464 20 484

1624

11

2%

5%

3

580%

157

0

160

233

58

16 533549

Total

1000

1902

Peds

2986

Peds

38

39

Peds

33

48

67

3

4%

21

0

1305

23

2%0%

1393

1073

3%

29

1054

1932

2%

30

82

4%

3

64128221

79 178

184

3%

6

763

25

3%

788

451 222

3%

4%

BASE LINE RD E

WELLINGTON RD S

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


WELLINGTON RD S

Count Date.




INT4471GeoID.......

05:00 PM04:00 PM

Full Study

Peak Hour..



06:00 PM07:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1044

2466

Total

3%433 13

463 4 1%

4 2%223

467

446

227

1140

464 20 484

1624

11

2%

5%

3

580%

157

0

160

233

58

16 533549

Total

1000

1902

Peds

2986

Peds

38

39

Peds

33

48

67

3

4%

21

0

1305

23

2%0%

1393

1073

3%

29

1054

1932

2%

30

82

4%

3

64128221

79 178

184

3%

6

763

25

3%

788

451 222

3%

4%

BASE LINE RD E

WELLINGTON RD S

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


WELLINGTON RD S

Count Date.


Location....... BRADLEY AVE @ WELLINGTON RD S

LONDONMunicipality. Tuesday, 07 May, 2013

INT5871GeoID.......

09:00 AM08:00 AM

AM Period

Peak Hour..



09:00 AM07:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1089

2222

Total

4%497 19

210 19 8%

29 48%32

229

516

61

806

715 45 760

1566

26

10%

5%

11

2154%

101

9

112

476

224

28 657685

Total

1497

1014

Peds

2117

Peds

4

38

Peds

1

47

225

13

6%

82

0

750

47

6%0%

1057

1165

7%

76

1026

1091

7%

77

87

10%

9

21270382

78 53

59

10%

6

842

38

4%

880

812 450

4%

6%

BRADLEY AVE

WELLINGTON RD S

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


WELLINGTON RD S

Count Date.




INT5871GeoID.......

01:15 PM12:15 PM

MD Period

Peak Hour..



02:00 PM11:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1328

3084

Total

4%318 12

272 11 4%

7 5%131

283

330

138

751

773 32 805

1556

16

3%

3%

4

1723%

119

6

123

511

178

22 602624

Total

1436

1636

Peds

2960

Peds

75

9

Peds

49

21

248

9

4%

153

3

1292

47

4%2%

1693

1391

5%

63

1262

1698

4%

62

141

5%

7

2391245150

134 39

46

15%

7

1025

50

5%

1075

812 495

4%

4%

BRADLEY AVE

WELLINGTON RD S

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


WELLINGTON RD S

Count Date.




INT5871GeoID.......

04:45 PM03:45 PM

PM Period

Peak Hour..



06:00 PM03:00 PM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1282

3265

Total

3%556 19

291 13 4%

113 38%186

304

575

299

1178

754 19 773

1951

5

3%

1%

6

1891%

175

2

181

503

191

29 934963

Total

1838

1905

Peds

3156

Peds

84

2

Peds

15

24

203

7

3%

178

2

1465

26

2%1%

1846

1419

10%

137

1206

1950

2%

45

210

4%

8

1961439176

202 60

67

10%

7

907

22

2%

929

875 498

3%

2%

BRADLEY AVE

WELLINGTON RD S

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


Count Date.




INT5871GeoID.......

04:45 PM03:45 PM

Full Study

Peak Hour..



06:00 PM07:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1282

3265

Total

3%556 19

291 13 4%

113 38%186

304

575

299

1178

754 19 773

1951

5

3%

1%

6

1891%

175

2

181

503

191

29 934963

Total

1838

1905

Peds

3156

Peds

84

2

Peds

15

24

203

7

3%

178

2

1465

26

2%1%

1846

1419

10%

137

1206

1950

2%

45

210

4%

8

1961439176

202 60

67

10%

7

907

22

2%

929

875 498

3%

2%

BRADLEY AVE

WELLINGTON RD S

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


WELLINGTON ST

Count Date.


Location....... CENTRAL AVE @ WELLINGTON ST

LONDONMunicipality. Wednesday, 21 May, 2014

INT2611GeoID.......

08:45 AM07:45 AM

AM Period

Peak Hour..


Major Dir..... None

09:00 AM07:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

315

584

Total

2%47 1

7 0 0%

0 0%18

7

48

18

73

85 3 88

161

2

0%

3%

1

70%

214

0

215

73

7

3 186189

Total

484

463

Peds

899

Peds

18

52

Peds

59

61

3

0

0%

16

0

244

2

1%0%

263

321

2%

6

433

466

1%

3

125

2%

2

324216

123 11

12

8%

1

290

6

2%

296

295 71

2%

3%

CENTRAL AVE

WELLINGTON ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0

Page 1 of 4Friday, August 22, 2014

WELLINGTON ST

Count Date.




INT2611GeoID.......

12:15 PM11:15 AM

MD Period

Peak Hour..


Major Dir..... None

02:00 PM11:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

260

453

Total

4%51 2

15 1 6%

2 11%16

16

53

18

87

89 1 90

177

1

1%

2%

2

150%

137

0

139

52

15

2 212214

Total

420

314

Peds

732

Peds

46

28

Peds

25

30

8

0

0%

13

0

164

2

1%0%

185

268

3%

8

413

319

2%

5

148

0%

0

816213

148 30

30

0%

0

229

6

3%

235

206 51

1%

1%

CENTRAL AVE

WELLINGTON ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


Count Date.




INT2611GeoID.......

05:30 PM04:30 PM

PM Period

Peak Hour..


Major Dir..... None

06:00 PM03:00 PM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

418

637

Total

0%67 0

19 1 5%

0 0%20

20

67

20

107

129 5 134

241

2

2%

2%

3

320%

122

0

125

90

32

1 293294

Total

541

328

Peds

939

Peds

62

44

Peds

58

29

9

1

11%

22

0

188

1

1%0%

219

418

0%

0

606

333

2%

5

205

0%

1

818722

204 33

35

6%

2

366

0

0%

366

247 88

0%

4%

CENTRAL AVE

WELLINGTON ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


WELLINGTON ST

Count Date.




INT2611GeoID.......

05:30 PM04:30 PM

Full Study

Peak Hour..


Major Dir..... None

06:00 PM07:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

418

637

Total

0%67 0

19 1 5%

0 0%20

20

67

20

107

129 5 134

241

2

2%

2%

3

320%

122

0

125

90

32

1 293294

Total

541

328

Peds

939

Peds

62

44

Peds

58

29

9

1

11%

22

0

188

1

1%0%

219

418

0%

0

606

333

2%

5

205

0%

1

818722

204 33

35

6%

2

366

0

0%

366

247 88

0%

4%

CENTRAL AVE

WELLINGTON ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


Count Date.


Location....... DUFFERIN AVE @ WELLINGTON ST

LONDONMunicipality. Thursday, 05 April, 2012

INT2821GeoID.......

08:45 AM07:45 AM

AM Period

Peak Hour..



09:00 AM07:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

508

909

Total

2%232 5

40 11 22%

2 5%38

51

237

40

328

440 7 447

775

1

2%

0%

3

244%

160

1

163

300

25

6 374380

Total

868

540

Peds

1274

Peds

141

96

Peds

95

48

7

0

0%

30

0

347

7

2%0%

384

525

3%

17

713

561

4%

21

113

1%

1

734030

112 134

140

4%

6

446

14

3%

460

488 299

2%

2%

DUFFERIN AVE

WELLINGTON ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


WELLINGTON ST

Count Date.




INT2821GeoID.......

01:45 PM12:45 PM

MD Period

Peak Hour..



02:00 PM11:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

511

889

Total

1%107 1

39 7 15%

1 6%15

46

108

16

170

277 8 285

455

4

3%

2%

5

224%

146

1

151

178

23

3 216219

Total

571

521

Peds

1203

Peds

63

118

Peds

100

61

11

0

0%

20

0

339

3

1%0%

370

519

2%

8

667

536

3%

15

91

2%

2

1133620

89 92

96

4%

4

474

6

1%

480

352 174

1%

3%

DUFFERIN AVE

WELLINGTON ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


WELLINGTON ST

Count Date.




INT2821GeoID.......

05:30 PM04:30 PM

PM Period

Peak Hour..



06:00 PM03:00 PM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

586

1051

Total

2%167 4

41 5 11%

1 4%25

46

171

26

243

474 7 481

724

1

2%

0%

4

330%

175

0

179

381

33

6 350356

Total

949

618

Peds

1386

Peds

61

73

Peds

45

46

5

0

0%

53

1

405

3

1%2%

463

588

0%

2

756

630

2%

12

132

1%

1

540252

131 89

95

6%

6

528

1

0%

529

593 380

2%

1%

DUFFERIN AVE

WELLINGTON ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


WELLINGTON ST

Count Date.




INT2821GeoID.......

05:30 PM04:30 PM

Full Study

Peak Hour..



06:00 PM07:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

586

1051

Total

2%167 4

41 5 11%

1 4%25

46

171

26

243

474 7 481

724

1

2%

0%

4

330%

175

0

179

381

33

6 350356

Total

949

618

Peds

1386

Peds

61

73

Peds

45

46

5

0

0%

53

1

405

3

1%2%

463

588

0%

2

756

630

2%

12

132

1%

1

540252

131 89

95

6%

6

528

1

0%

529

593 380

2%

1%

DUFFERIN AVE

WELLINGTON ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


WELLINGTON ST

Count Date.


Location....... DUNDAS ST @ WELLINGTON ST

LONDONMunicipality. Tuesday, 12 November, 2013

INT2989GeoID.......

09:00 AM08:00 AM

AM Period

Peak Hour..



09:00 AM07:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1276

2041

Total

12%157 22

82 5 6%

1 3%33

87

179

34

300

402 24 426

726

19

32%

7%

11

482%

23

1

34

273

49

22 183205

Total

561

746

Peds

2122

Peds

176

112

Peds

21

198

64

3

5%

4

0

664

23

3%0%

732

1309

3%

33

1337

785

5%

39

22

0%

0

616414

22 87

89

2%

2

1195

31

3%

1226

356 254

11%

6%

DUNDAS ST

WELLINGTON ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


Count Date.




INT2989GeoID.......

01:30 PM12:30 PM

MD Period

Peak Hour..



02:00 PM11:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

770

1462

Total

6%213 14

85 4 4%

8 11%62

89

227

70

386

392 31 423

809

22

27%

11%

8

2919%

22

7

30

209

36

15 265280

Total

555

621

Peds

1548

Peds

322

112

Peds

266

313

75

1

1%

22

1

535

21

4%5%

632

830

7%

60

894

654

5%

33

31

0%

0

7451421

31 131

139

6%

8

679

45

6%

724

275 187

5%

7%

DUNDAS ST

WELLINGTON ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


WELLINGTON ST

Count Date.




INT2989GeoID.......

05:30 PM04:30 PM

PM Period

Peak Hour..



06:00 PM03:00 PM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1298

2537

Total

4%390 18

103 0 0%

5 7%65

103

408

70

581

758 25 783

1364

21

38%

5%

11

2315%

18

4

29

386

27

18 444462

Total

904

1149

Peds

2675

Peds

297

48

Peds

139

240

159

1

1%

15

0

1035

7

1%0%

1209

1328

2%

30

1508

1167

2%

18

39

0%

0

158102815

39 235

238

1%

3

1210

21

2%

1231

442 365

4%

3%

DUNDAS ST

WELLINGTON ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


WELLINGTON ST

Count Date.




INT2989GeoID.......

05:30 PM04:30 PM

Full Study

Peak Hour..



06:00 PM07:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1298

2537

Total

4%390 18

103 0 0%

5 7%65

103

408

70

581

758 25 783

1364

21

38%

5%

11

2315%

18

4

29

386

27

18 444462

Total

904

1149

Peds

2675

Peds

297

48

Peds

139

240

159

1

1%

15

0

1035

7

1%0%

1209

1328

2%

30

1508

1167

2%

18

39

0%

0

158102815

39 235

238

1%

3

1210

21

2%

1231

442 365

4%

3%

DUNDAS ST

WELLINGTON ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


WELLINGTON RD S

Count Date.


Location....... EMERY ST E @ WELLINGTON RD S

LONDONMunicipality. Wednesday, 07 April, 2010

INT4200GeoID.......

08:45 AM07:45 AM

AM Period

Peak Hour..

Traffic Cont. Intersection Pedestrian Signal Count Time.

Major Dir..... None

09:00 AM07:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1362

2346

Total

0%0 0

0 0 0%

0 0%0

0

0

0

0

0 0 0

0

0

3%

0%

2

10%

70

0

72

0

1

1 01

Total

74

955

Peds

2418

Peds

9

4

Peds

10

0

0

0

0%

0

0

924

39

4%0%

924

1422

4%

60

1422

996

4%

41

1

100%

1

08850

0 0

0

0%

0

1361

60

4%

1421

73 0

100%

0%

EMERY ST E

WELLINGTON RD S

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


WELLINGTON RD S

Count Date.




INT4200GeoID.......

01:15 PM12:15 PM

MD Period

Peak Hour..


Major Dir..... None

02:00 PM11:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1144

2425

Total

0%0 0

0 0 0%

0 0%0

0

0

0

0

0 0 0

0

0

5%

0%

2

10%

41

0

43

0

1

4 59

Total

53

1231

Peds

2470

Peds

9

11

Peds

4

0

0

0

0%

3

0

1226

36

3%0%

1229

1196

4%

52

1201

1269

3%

38

6

67%

4

011903

2 0

0

0%

0

1143

52

4%

1195

44 0

44%

0%

EMERY ST E

WELLINGTON RD S

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


Count Date.




INT4200GeoID.......

05:15 PM04:15 PM

PM Period

Peak Hour..


Major Dir..... None

06:00 PM03:00 PM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1152

2719

Total

0%0 0

0 0 0%

0 0%0

0

0

0

0

1 0 1

1

0

0%

0%

0

00%

41

0

41

1

0

1 45

Total

47

1549

Peds

2759

Peds

14

12

Peds

9

0

0

0

0%

3

0

1530

22

1%0%

1533

1186

3%

34

1188

1571

1%

22

2

50%

1

015083

1 0

0

0%

0

1152

34

3%

1186

42 1

20%

0%

EMERY ST E

WELLINGTON RD S

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


WELLINGTON RD S

Count Date.




INT4200GeoID.......

05:15 PM04:15 PM

Full Study

Peak Hour..


Major Dir..... None

06:00 PM07:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1152

2719

Total

0%0 0

0 0 0%

0 0%0

0

0

0

0

1 0 1

1

0

0%

0%

0

00%

41

0

41

1

0

1 45

Total

47

1549

Peds

2759

Peds

14

12

Peds

9

0

0

0

0%

3

0

1530

22

1%0%

1533

1186

3%

34

1188

1571

1%

22

2

50%

1

015083

1 0

0

0%

0

1152

34

3%

1186

42 1

20%

0%

EMERY ST E

WELLINGTON RD S

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


WELLINGTON ST

Count Date.


Location....... GREY ST @ WELLINGTON ST

LONDONMunicipality. Monday, 30 March, 2009

INT3502GeoID.......

09:00 AM08:00 AM

AM Period

Peak Hour..



09:00 AM07:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1397

2435

Total

10%19 2

104 8 7%

5 14%31

112

21

36

169

0 0 0

169

0

0%

0%

0

00%

0

0

0

0

0

6 8187

Total

87

1042

Peds

2525

Peds

5

20

Peds

19

3

0

0

0%

26

3

976

38

4%12%

1002

1433

3%

36

1437

1088

4%

46

40

3%

1

093823

39 0

0

0%

0

1366

31

2%

1397

0 0

7%

0%

GREY ST

WELLINGTON ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


Count Date.




INT3502GeoID.......

01:30 PM12:30 PM

MD Period

Peak Hour..



02:00 PM11:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1017

2086

Total

0%27 0

85 8 9%

4 12%29

93

27

33

153

0 0 0

153

0

0%

0%

0

00%

0

0

0

0

0

0 8787

Total

87

1047

Peds

2138

Peds

12

25

Peds

9

5

0

0

0%

34

0

993

31

3%0%

1027

1059

4%

42

1052

1086

4%

39

26

0%

0

096234

26 0

0

0%

0

988

38

4%

1026

0 0

0%

0%

GREY ST

WELLINGTON ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


WELLINGTON ST

Count Date.




INT3502GeoID.......

05:15 PM04:15 PM

PM Period

Peak Hour..



06:00 PM03:00 PM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1235

2711

Total

0%52 0

291 4 1%

5 13%34

295

52

39

386

0 0 0

386

0

0%

0%

0

00%

0

0

0

0

0

0 9898

Total

98

1688

Peds

2959

Peds

5

34

Peds

21

12

0

0

0%

27

0

1428

31

2%0%

1455

1256

2%

21

1236

1723

2%

35

19

0%

0

0139727

19 0

0

0%

0

1201

16

1%

1217

0 0

0%

0%

GREY ST

WELLINGTON ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


WELLINGTON ST

Count Date.




INT3502GeoID.......

05:15 PM04:15 PM

Full Study

Peak Hour..



06:00 PM07:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1235

2711

Total

0%52 0

291 4 1%

5 13%34

295

52

39

386

0 0 0

386

0

0%

0%

0

00%

0

0

0

0

0

0 9898

Total

98

1688

Peds

2959

Peds

5

34

Peds

21

12

0

0

0%

27

0

1428

31

2%0%

1455

1256

2%

21

1236

1723

2%

35

19

0%

0

0139727

19 0

0

0%

0

1201

16

1%

1217

0 0

0%

0%

GREY ST

WELLINGTON ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


WELLINGTON ST

Count Date.


Location....... HORTON ST E @ WELLINGTON ST

LONDONMunicipality. Thursday, 07 November, 2013

INT3312GeoID.......

08:45 AM07:45 AM

AM Period

Peak Hour..



09:00 AM07:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1414

2416

Total

5%527 30

124 8 6%

7 3%239

132

557

246

935

1010 16 1026

1961

9

10%

1%

9

2084%

80

8

89

751

216

38 716754

Total

1810

936

Peds

2247

Peds

33

70

Peds

64

44

93

3

3%

107

5

762

30

4%5%

962

1454

3%

40

1264

983

5%

47

90

3%

3

90732102

87 178

182

2%

4

967

25

3%

992

1056 742

5%

2%

HORTON ST E

WELLINGTON ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


WELLINGTON ST

Count Date.




INT3312GeoID.......

01:30 PM12:30 PM

MD Period

Peak Hour..



02:00 PM11:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1000

1945

Total

3%450 14

151 7 4%

7 5%133

158

464

140

762

780 34 814

1576

28

3%

5%

4

1048%

127

9

131

555

113

24 673697

Total

1496

961

Peds

2087

Peds

80

135

Peds

100

94

93

1

1%

99

3

704

21

3%3%

897

1048

5%

48

1094

993

3%

32

134

5%

7

9268396

127 161

166

3%

5

762

32

4%

794

799 527

3%

4%

HORTON ST E

WELLINGTON ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


WELLINGTON ST

Count Date.




INT3312GeoID.......

05:30 PM04:30 PM

PM Period

Peak Hour..



06:00 PM03:00 PM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1111

2567

Total

1%764 10

198 0 0%

7 6%107

198

774

114

1086

886 20 906

1992

15

2%

2%

2

1133%

117

4

119

642

117

12 10671079

Total

1957

1465

Peds

2694

Peds

61

67

Peds

111

59

115

3

3%

149

0

1163

13

1%0%

1427

1140

3%

29

1214

1480

1%

15

156

1%

2

1121150149

154 147

149

1%

2

891

18

2%

909

878 627

1%

2%

HORTON ST E

WELLINGTON ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


Count Date.




INT3312GeoID.......

05:30 PM04:30 PM

Full Study

Peak Hour..



06:00 PM07:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1111

2567

Total

1%764 10

198 0 0%

7 6%107

198

774

114

1086

886 20 906

1992

15

2%

2%

2

1133%

117

4

119

642

117

12 10671079

Total

1957

1465

Peds

2694

Peds

61

67

Peds

111

59

115

3

3%

149

0

1163

13

1%0%

1427

1140

3%

29

1214

1480

1%

15

156

1%

2

1121150149

154 147

149

1%

2

891

18

2%

909

878 627

1%

2%

HORTON ST E

WELLINGTON ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


WELLINGTON ST

Count Date.


Location....... KING ST @ WELLINGTON ST


INT3054GeoID.......

08:45 AM07:45 AM

AM Period

Peak Hour..



09:00 AM07:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1231

2024

Total

0%0 0

0 0 0%

0 0%0

0

0

0

0

1130 27 1157

1157

10

10%

1%

10

792%

95

2

105

846

81

0 00

Total

1032

715

Peds

2145

Peds

53

111

Peds

49

124

107

11

10%

0

0

649

29

4%0%

756

1268

3%

37

1391

754

5%

39

0

0%

0

966200

0 198

204

3%

6

1152

35

3%

1187

1032 836

0%

2%

KING ST

WELLINGTON ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


WELLINGTON ST

Count Date.




INT3054GeoID.......

01:45 PM12:45 PM

MD Period

Peak Hour..



02:00 PM11:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

885

1610

Total

0%0 0

0 0 0%

0 0%0

0

0

0

0

584 25 609

609

17

10%

3%

14

673%

133

2

147

500

69

0 00

Total

716

740

Peds

1719

Peds

143

251

Peds

17

185

39

3

8%

0

0

639

32

5%0%

678

932

5%

47

933

786

6%

46

0

0%

0

366070

0 65

70

7%

5

818

45

5%

863

716 483

0%

4%

KING ST

WELLINGTON ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


WELLINGTON ST

Count Date.




INT3054GeoID.......

05:00 PM04:00 PM

PM Period

Peak Hour..



05:00 PM03:00 PM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1146

2234

Total

0%0 0

0 0 0%

0 0%0

0

0

0

0

1025 15 1040

1040

13

4%

2%

10

870%

215

0

225

777

87

0 00

Total

1089

1144

Peds

2411

Peds

128

301

Peds

47

219

112

2

2%

0

0

955

26

3%0%

1067

1167

2%

21

1231

1180

3%

36

0

0%

0

1109290

0 151

151

0%

0

1059

21

2%

1080

1089 764

0%

1%

KING ST

WELLINGTON ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


Count Date.




INT3054GeoID.......

05:15 PM04:15 PM

Full Study

Peak Hour..



06:00 PM07:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1109

2289

Total

0%0 0

0 0 0%

0 0%0

0

0

0

0

1129 16 1145

1145

13

8%

1%

18

830%

215

0

233

885

83

0 00

Total

1201

1194

Peds

2451

Peds

159

285

Peds

32

280

124

2

2%

0

0

1004

25

2%0%

1128

1161

4%

52

1214

1237

3%

43

0

0%

0

1229790

0 135

136

1%

1

1026

52

5%

1078

1201 872

0%

1%

KING ST

WELLINGTON ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


WELLINGTON RD S

Count Date.


Location....... MONTGOMERY GATE @ WELLINGTON RDS

LONDONMunicipality. Monday, 17 June, 2013

INT5689GeoID.......

08:30 AM07:30 AM

AM Period

Peak Hour..


Major Dir..... None

09:00 AM07:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1158

2138

Total

0%0 0

0 0 0%

0 0%0

0

0

0

0

0 0 0

0

0

0%

0%

0

100%

2

0

2

0

10

1 3839

Total

51

853

Peds

2131

Peds

2

0

Peds

0

0

0

0

0%

19

0

888

37

4%0%

907

1231

6%

73

1241

890

4%

37

20

5%

1

085119

19 0

0

0%

0

1148

73

6%

1221

12 0

3%

0%

MONTGOMERY GATE

WELLINGTON RD S

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


Count Date.




INT5689GeoID.......

01:00 PM12:00 PM

MD Period

Peak Hour..


Major Dir..... None

03:00 PM11:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1216

2547

Total

0%0 0

0 0 0%

0 0%0

0

0

0

0

0 0 0

0

0

1%

0%

1

721%

72

1

73

0

73

1 170171

Total

317

1244

Peds

2586

Peds

0

1

Peds

0

0

0

0

0%

68

0

1218

49

4%0%

1287

1260

3%

44

1292

1294

4%

50

103

1%

1

0116968

102 0

0

0%

0

1143

43

4%

1186

146 0

1%

0%

MONTGOMERY GATE

WELLINGTON RD S

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


WELLINGTON RD S

Count Date.




INT5689GeoID.......

05:15 PM04:15 PM

PM Period

Peak Hour..


Major Dir..... None

06:00 PM03:00 PM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1232

2904

Total

0%0 0

0 0 0%

0 0%0

0

0

0

0

0 0 0

0

0

4%

0%

2

710%

49

0

51

0

71

0 132132

Total

254

1615

Peds

2918

Peds

1

11

Peds

0

0

0

0

0%

49

0

1597

31

2%0%

1646

1258

2%

26

1270

1648

2%

33

83

0%

0

0156649

83 0

0

0%

0

1161

26

2%

1187

122 0

0%

0%

MONTGOMERY GATE

WELLINGTON RD S

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


WELLINGTON RD S

Count Date.




INT5689GeoID.......

05:15 PM04:15 PM

Full Study

Peak Hour..


Major Dir..... None

06:00 PM07:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1232

2904

Total

0%0 0

0 0 0%

0 0%0

0

0

0

0

0 0 0

0

0

4%

0%

2

710%

49

0

51

0

71

0 132132

Total

254

1615

Peds

2918

Peds

1

11

Peds

0

0

0

0

0%

49

0

1597

31

2%0%

1646

1258

2%

26

1270

1648

2%

33

83

0%

0

0156649

83 0

0

0%

0

1161

26

2%

1187

122 0

0%

0%

MONTGOMERY GATE

WELLINGTON RD S

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


Count Date.


Location....... QUEENS AVE @ WELLINGTON ST

LONDONMunicipality. Friday, 22 November, 2013

INT2919GeoID.......

08:45 AM07:45 AM

AM Period

Peak Hour..



09:00 AM07:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

668

1182

Total

3%764 23

160 4 2%

0 0%37

164

787

37

988

0 0 0

988

0

0%

0%

0

00%

0

0

0

0

0

51 12651316

Total

1316

516

Peds

1574

Peds

74

157

Peds

106

122

0

0

0%

133

5

370

15

4%4%

503

679

2%

11

1039

535

4%

19

396

6%

23

0355128

373 0

0

0%

0

631

11

2%

642

0 0

4%

0%

QUEENS AVE

WELLINGTON ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


WELLINGTON ST

Count Date.




INT2919GeoID.......

12:45 PM11:45 AM

MD Period

Peak Hour..



02:00 PM11:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

528

930

Total

1%435 6

86 3 3%

0 0%27

89

441

27

557

0 0 0

557

0

0%

0%

0

00%

0

0

0

0

0

30 652682

Total

682

419

Peds

1135

Peds

80

189

Peds

115

77

0

0

0%

51

4

341

10

3%8%

392

538

2%

10

703

432

3%

13

190

11%

20

033147

170 0

0

0%

0

501

10

2%

511

0 0

4%

0%

QUEENS AVE

WELLINGTON ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


WELLINGTON ST

Count Date.




INT2919GeoID.......

05:00 PM04:00 PM

PM Period

Peak Hour..



06:00 PM03:00 PM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

670

1313

Total

1%729 5

167 2 1%

0 0%45

169

734

45

948

0 0 0

948

0

0%

0%

0

00%

0

0

0

0

0

21 11481169

Total

1169

696

Peds

1692

Peds

135

192

Peds

124

106

0

0

0%

91

1

541

13

2%1%

632

681

2%

11

981

711

2%

15

344

4%

15

052890

329 0

0

0%

0

625

11

2%

636

0 0

2%

0%

QUEENS AVE

WELLINGTON ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


WELLINGTON ST

Count Date.




INT2919GeoID.......

05:00 PM04:00 PM

Full Study

Peak Hour..



06:00 PM07:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

670

1313

Total

1%729 5

167 2 1%

0 0%45

169

734

45

948

0 0 0

948

0

0%

0%

0

00%

0

0

0

0

0

21 11481169

Total

1169

696

Peds

1692

Peds

135

192

Peds

124

106

0

0

0%

91

1

541

13

2%1%

632

681

2%

11

981

711

2%

15

344

4%

15

052890

329 0

0

0%

0

625

11

2%

636

0 0

2%

0%

QUEENS AVE

WELLINGTON ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


WELLINGTON RD S

Count Date.


Location....... SOUTHDALE RD E @ WELLINGTON RD S

LONDONMunicipality. Thursday, 31 October, 2013

INT5490GeoID.......

08:45 AM07:45 AM

AM Period

Peak Hour..



09:00 AM07:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1403

2450

Total

3%303 9

31 0 0%

13 4%281

31

312

294

637

513 28 541

1178

13

2%

4%

3

2102%

130

5

133

365

215

21 534555

Total

1268

813

Peds

1898

Peds

9

0

Peds

2

2

149

13

9%

164

5

673

21

3%3%

986

1464

4%

61

1061

837

3%

24

79

9%

7

136652159

72 25

27

7%

2

912

43

5%

955

713 352

4%

5%

SOUTHDALE RD E

WELLINGTON RD S

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


WELLINGTON RD S

Count Date.




INT5490GeoID.......

01:00 PM12:00 PM

MD Period

Peak Hour..



02:00 PM11:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1442

3092

Total

2%304 5

65 5 7%

10 5%203

70

309

213

592

584 7 591

1183

1

1%

0%

3

2623%

207

8

210

364

270

19 673692

Total

1536

1427

Peds

2687

Peds

4

4

Peds

1

0

176

4

2%

230

10

1193

38

3%4%

1599

1493

3%

51

1214

1473

3%

46

153

3%

4

1721155220

149 49

51

4%

2

977

33

3%

1010

844 363

3%

1%

SOUTHDALE RD E

WELLINGTON RD S

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


Count Date.




INT5490GeoID.......

05:00 PM04:00 PM

PM Period

Peak Hour..



06:00 PM03:00 PM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1394

3315

Total

2%528 12

83 0 0%

6 3%233

83

540

239

862

929 20 949

1811

13

3%

2%

6

2231%

177

3

183

607

226

20 10151035

Total

2051

1540

Peds

2777

Peds

14

0

Peds

6

0

281

7

2%

307

6

1298

18

1%2%

1886

1429

2%

35

1213

1564

2%

24

188

1%

2

2741280301

186 61

61

0%

0

938

26

3%

964

1016 594

2%

2%

SOUTHDALE RD E

WELLINGTON RD S

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


WELLINGTON RD S

Count Date.




INT5490GeoID.......

05:00 PM04:00 PM

Full Study

Peak Hour..



06:00 PM07:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1394

3315

Total

2%528 12

83 0 0%

6 3%233

83

540

239

862

929 20 949

1811

13

3%

2%

6

2231%

177

3

183

607

226

20 10151035

Total

2051

1540

Peds

2777

Peds

14

0

Peds

6

0

281

7

2%

307

6

1298

18

1%2%

1886

1429

2%

35

1213

1564

2%

24

188

1%

2

2741280301

186 61

61

0%

0

938

26

3%

964

1016 594

2%

2%

SOUTHDALE RD E

WELLINGTON RD S

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


Count Date.


Location....... WELLINGTON RD S @ WILKINS ST

LONDONMunicipality. Friday, 10 May, 2013

INT5061GeoID.......

08:45 AM07:45 AM

AM Period

Peak Hour..



09:00 AM07:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1812

2952

Total

0%0 0

0 0 0%

0 0%0

0

0

0

0

0 0 0

0

0

1%

0%

1

2380%

73

0

74

0

238

8 115123

Total

435

1022

Peds

2699

Peds

12

2

Peds

0

1

0

0

0%

106

3

997

48

5%3%

1103

1849

2%

37

1628

1071

5%

49

17

29%

5

0949103

12 0

0

0%

0

1574

37

2%

1611

312 0

7%

0%

WILKINS ST

WELLINGTON RD S

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


WELLINGTON RD S

Count Date.




INT5061GeoID.......

01:15 PM12:15 PM

MD Period

Peak Hour..



03:00 PM11:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1496

3349

Total

0%0 0

0 0 0%

0 0%0

0

0

0

0

0 0 0

0

0

0%

0%

0

1290%

53

0

53

0

129

7 205212

Total

394

1612

Peds

3135

Peds

5

2

Peds

4

2

0

0

0%

175

7

1615

56

3%4%

1790

1559

4%

63

1467

1668

3%

56

37

0%

0

01559168

37 0

0

0%

0

1367

63

4%

1430

182 0

3%

0%

WILKINS ST

WELLINGTON RD S

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


WELLINGTON RD S

Count Date.




INT5061GeoID.......

05:15 PM04:15 PM

PM Period

Peak Hour..



06:00 PM03:00 PM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1578

3917

Total

0%0 0

0 0 0%

0 0%0

0

0

0

0

0 0 0

0

0

1%

0%

1

1351%

68

1

69

0

136

4 357361

Total

566

2011

Peds

3569

Peds

13

16

Peds

8

5

0

0

0%

321

4

1993

50

3%1%

2314

1603

2%

25

1507

2062

2%

51

40

0%

0

01943317

40 0

0

0%

0

1443

24

2%

1467

205 0

1%

0%

WILKINS ST

WELLINGTON RD S

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


WELLINGTON RD S

Count Date.




INT5061GeoID.......

05:15 PM04:15 PM

Full Study

Peak Hour..



06:00 PM07:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1578

3917

Total

0%0 0

0 0 0%

0 0%0

0

0

0

0

0 0 0

0

0

1%

0%

1

1351%

68

1

69

0

136

4 357361

Total

566

2011

Peds

3569

Peds

13

16

Peds

8

5

0

0

0%

321

4

1993

50

3%1%

2314

1603

2%

25

1507

2062

2%

51

40

0%

0

01943317

40 0

0

0%

0

1443

24

2%

1467

205 0

1%

0%

WILKINS ST

WELLINGTON RD S

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


WELLINGTON ST

Count Date.


Location....... WELLINGTON ST @ YORK ST

LONDONMunicipality. Wednesday, 09 November,2011

INT3148GeoID.......

08:45 AM07:45 AM

AM Period

Peak Hour..


Major Dir..... East west

09:00 AM07:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

205

335

Total

4%608 26

29 2 6%

0 0%76

31

634

76

741

760 23 783

1524

16

7%

2%

1

200%

14

0

15

700

20

27 655682

Total

1417

97

Peds

282

Peds

32

110

Peds

21

1

27

1

4%

40

1

62

8

13%3%

129

206

0%

1

174

108

10%

11

8

0%

0

265439

8 50

56

11%

6

109

1

1%

110

735 684

4%

3%

YORK ST

WELLINGTON ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


WELLINGTON ST

Count Date.




INT3148GeoID.......

12:45 PM11:45 AM

MD Period

Peak Hour..



02:00 PM11:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

60

127

Total

3%465 15

41 0 0%

0 0%17

41

480

17

538

536 26 562

1100

24

5%

5%

1

60%

18

0

19

512

6

19 499518

Total

1055

97

Peds

196

Peds

7

31

Peds

41

0

3

0

0%

25

2

38

0

0%8%

66

61

2%

1

98

98

1%

1

13

15%

2

33823

11 45

47

4%

2

37

1

3%

38

537 488

4%

5%

YORK ST

WELLINGTON ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


Count Date.




INT3148GeoID.......

05:00 PM04:00 PM

PM Period

Peak Hour..



06:00 PM03:00 PM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

90

180

Total

2%739 14

57 1 2%

0 0%25

58

753

25

836

792 22 814

1650

20

7%

3%

1

120%

13

0

14

737

12

14 781795

Total

1558

105

Peds

224

Peds

4

26

Peds

32

4

25

0

0%

30

0

35

0

0%0%

90

90

0%

0

117

107

2%

2

12

0%

0

253530

12 50

52

4%

2

53

0

0%

53

763 717

2%

3%

YORK ST

WELLINGTON ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


WELLINGTON ST

Count Date.




INT3148GeoID.......

05:00 PM04:00 PM

Full Study

Peak Hour..



06:00 PM07:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

90

180

Total

2%739 14

57 1 2%

0 0%25

58

753

25

836

792 22 814

1650

20

7%

3%

1

120%

13

0

14

737

12

14 781795

Total

1558

105

Peds

224

Peds

4

26

Peds

32

4

25

0

0%

30

0

35

0

0%0%

90

90

0%

0

117

107

2%

2

12

0%

0

253530

12 50

52

4%

2

53

0

0%

53

763 717

2%

3%

YORK ST

WELLINGTON ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


Count Date.


Location....... FANSHAWE PARK RD W @ RICHMOND ST

LONDONMunicipality. Thursday, 06 June, 2013

INT620GeoID.......

08:45 AM07:45 AM

AM Period

Peak Hour..



09:00 AM07:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

363

1321

Total

4%609 27

308 4 1%

4 17%20

312

636

24

972

831 50 881

1853

31

3%

4%

17

8211%

483

10

500

734

92

49 851900

Total

2226

1604

Peds

2230

Peds

13

8

Peds

8

4

69

1

1%

30

4

830

17

2%13%

929

392

7%

29

588

1642

2%

38

234

8%

18

6881326

216 60

78

23%

18

261

15

5%

276

1326 703

5%

6%

FANSHAWE PARK RD W

RICHMOND ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


RICHMOND ST

Count Date.




INT620GeoID.......

01:15 PM12:15 PM

MD Period

Peak Hour..



02:00 PM11:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

469

1206

Total

3%927 28

395 12 3%

5 10%46

407

955

51

1413

1025 88 1113

2526

45

6%

6%

7

768%

116

7

123

713

83

52 12851337

Total

2256

944

Peds

1900

Peds

23

62

Peds

22

4

183

7

4%

59

3

450

17

4%5%

692

514

9%

45

920

980

4%

36

323

7%

21

17643356

302 181

217

17%

36

347

33

9%

380

919 668

4%

8%

FANSHAWE PARK RD W

RICHMOND ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


RICHMOND ST

Count Date.




INT620GeoID.......

05:00 PM04:00 PM

PM Period

Peak Hour..



05:00 PM03:00 PM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

807

1530

Total

1%1408 20

252 5 2%

1 4%26

257

1428

27

1712

1172 109 1281

2993

92

2%

10%

1

10013%

47

15

48

962

115

45 19942039

Total

3164

708

Peds

2175

Peds

22

82

Peds

47

0

154

2

1%

70

2

422

13

3%3%

646

884

9%

77

1448

727

3%

19

541

4%

23

15240968

518 150

165

9%

15

681

61

8%

742

1125 870

2%

9%

FANSHAWE PARK RD W

RICHMOND ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


RICHMOND ST

Count Date.




INT620GeoID.......

05:45 PM04:45 PM

Full Study

Peak Hour..



06:00 PM07:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

891

1692

Total

1%1438 19

243 2 1%

0 0%27

245

1457

27

1729

1207 97 1304

3033

82

2%

9%

1

1476%

54

10

55

962

157

48 20092057

Total

3231

784

Peds

2214

Peds

20

77

Peds

50

2

190

0

0%

78

12

491

4

1%15%

759

933

5%

42

1423

791

1%

7

522

3%

17

19048766

505 137

152

10%

15

717

32

4%

749

1174 880

2%

7%

FANSHAWE PARK RD W

RICHMOND ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


Count Date.



LONDONMunicipality. Saturday, 26 April, 2014

INT620GeoID.......

03:45 PM02:45 PM

MD Period

Peak Hour..



04:00 PM10:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

752

1470

Total

0%1067 2

292 3 1%

0 0%121

295

1069

121

1485

1356 15 1371

2856

5

0%

1%

1

1100%

242

0

243

896

110

4 14751479

Total

2728

970

Peds

2104

Peds

9

14

Peds

55

24

207

0

0%

71

0

437

1

0%0%

716

754

0%

2

1129

975

1%

5

339

1%

2

20743671

337 258

268

4%

10

520

2

0%

522

1249 891

0%

1%

FANSHAWE PARK RD W

RICHMOND ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


RICHMOND ST

Count Date.



LONDONMunicipality. Saturday, 26 April, 2014

INT620GeoID.......

03:45 PM02:45 PM

Full Study

Peak Hour..



04:00 PM10:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

752

1470

Total

0%1067 2

292 3 1%

0 0%121

295

1069

121

1485

1356 15 1371

2856

5

0%

1%

1

1100%

242

0

243

896

110

4 14751479

Total

2728

970

Peds

2104

Peds

9

14

Peds

55

24

207

0

0%

71

0

437

1

0%0%

716

754

0%

2

1129

975

1%

5

339

1%

2

20743671

337 258

268

4%

10

520

2

0%

522

1249 891

0%

1%

FANSHAWE PARK RD W

RICHMOND ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


RICHMOND ST

Count Date.



LONDONMunicipality. Sunday, 27 April, 2014

INT620GeoID.......

02:00 PM01:00 PM

MD Period

Peak Hour..



04:00 PM10:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

689

1358

Total

0%1029 2

293 2 1%

0 0%103

295

1031

103

1429

1356 7 1363

2792

1

0%

0%

0

1030%

262

0

262

906

103

4 14081412

Total

2683

946

Peds

2003

Peds

5

0

Peds

51

44

203

0

0%

67

1

395

4

1%1%

667

691

0%

2

1051

952

1%

6

314

0%

1

20339166

313 248

254

2%

6

481

2

0%

483

1271 905

0%

1%

FANSHAWE PARK RD W

RICHMOND ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


Count Date.



LONDONMunicipality. Sunday, 27 April, 2014

INT620GeoID.......

02:00 PM01:00 PM

Full Study

Peak Hour..



04:00 PM10:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

689

1358

Total

0%1029 2

293 2 1%

0 0%103

295

1031

103

1429

1356 7 1363

2792

1

0%

0%

0

1030%

262

0

262

906

103

4 14081412

Total

2683

946

Peds

2003

Peds

5

0

Peds

51

44

203

0

0%

67

1

395

4

1%1%

667

691

0%

2

1051

952

1%

6

314

0%

1

20339166

313 248

254

2%

6

481

2

0%

483

1271 905

0%

1%

FANSHAWE PARK RD W

RICHMOND ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


RICHMOND ST

Count Date.


Location....... HILLVIEW BLVD @ RICHMOND ST


INT704GeoID.......

09:00 AM08:00 AM

AM Period

Peak Hour..



09:00 AM07:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

554

2347

Total

0%8 0

15 8 35%

1 9%10

23

8

11

42

53 3 56

98

0

3%

0%

2

397%

56

3

58

13

42

2 6264

Total

177

1725

Peds

2372

Peds

4

8

Peds

1

6

15

1

7%

36

1

1692

38

2%3%

1743

604

8%

50

599

1773

3%

48

20

5%

1

14165435

19 26

28

7%

2

505

46

8%

551

113 13

3%

5%

HILLVIEW BLVD

RICHMOND ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


RICHMOND ST

Count Date.




INT704GeoID.......

01:15 PM12:15 PM

MD Period

Peak Hour..



02:00 PM11:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1115

2237

Total

0%11 0

128 6 4%

2 2%79

134

11

81

226

233 3 236

462

0

0%

0%

0

420%

26

0

26

18

42

2 9294

Total

180

1094

Peds

2391

Peds

10

8

Peds

14

32

76

2

3%

16

1

973

33

3%6%

1065

1172

5%

57

1258

1133

3%

39

67

1%

1

7494015

66 141

142

1%

1

994

55

5%

1049

86 18

2%

1%

HILLVIEW BLVD

RICHMOND ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


Count Date.




INT704GeoID.......

06:00 PM05:00 PM

PM Period

Peak Hour..



06:00 PM03:00 PM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1818

2964

Total

0%27 0

136 11 7%

0 0%92

147

27

92

266

223 1 224

490

1

0%

3%

0

681%

51

1

51

40

69

0 180180

Total

340

1186

Peds

3134

Peds

14

24

Peds

12

33

59

0

0%

43

0

1017

18

2%0%

1119

1845

1%

27

1919

1215

2%

29

110

0%

0

5999943

110 125

125

0%

0

1658

26

2%

1684

160 39

0%

0%

HILLVIEW BLVD

RICHMOND ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


RICHMOND ST

Count Date.




INT704GeoID.......

06:00 PM05:00 PM

Full Study

Peak Hour..



06:00 PM07:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1818

2964

Total

0%27 0

136 11 7%

0 0%92

147

27

92

266

223 1 224

490

1

0%

3%

0

681%

51

1

51

40

69

0 180180

Total

340

1186

Peds

3134

Peds

14

24

Peds

12

33

59

0

0%

43

0

1017

18

2%0%

1119

1845

1%

27

1919

1215

2%

29

110

0%

0

5999943

110 125

125

0%

0

1658

26

2%

1684

160 39

0%

0%

HILLVIEW BLVD

RICHMOND ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


Count Date.



LONDONMunicipality. Saturday, 03 May, 2014

INT704GeoID.......

03:00 PM02:00 PM

MD Period

Peak Hour..



04:00 PM10:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

997

1935

Total

0%10 0

145 6 4%

1 1%121

151

10

122

283

331 0 331

614

0

0%

0%

0

520%

28

0

28

23

52

0 6060

Total

163

970

Peds

2046

Peds

2

1

Peds

10

37

107

0

0%

19

0

803

6

1%0%

929

1006

1%

9

1064

982

1%

12

31

0%

0

10779719

31 201

201

0%

0

824

8

1%

832

103 23

0%

0%

HILLVIEW BLVD

RICHMOND ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


RICHMOND ST

Count Date.




INT704GeoID.......

03:00 PM02:00 PM

Full Study

Peak Hour..



04:00 PM10:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

997

1935

Total

0%10 0

145 6 4%

1 1%121

151

10

122

283

331 0 331

614

0

0%

0%

0

520%

28

0

28

23

52

0 6060

Total

163

970

Peds

2046

Peds

2

1

Peds

10

37

107

0

0%

19

0

803

6

1%0%

929

1006

1%

9

1064

982

1%

12

31

0%

0

10779719

31 201

201

0%

0

824

8

1%

832

103 23

0%

0%

HILLVIEW BLVD

RICHMOND ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


Count Date.



LONDONMunicipality. Sunday, 04 May, 2014

INT704GeoID.......

03:30 PM02:30 PM

MD Period

Peak Hour..



04:00 PM10:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

889

1968

Total

0%15 0

145 3 2%

0 0%79

148

15

79

242

225 1 226

468

0

0%

0%

0

500%

21

0

21

6

50

0 6262

Total

139

1128

Peds

2063

Peds

4

9

Peds

5

31

86

0

0%

20

0

966

4

0%0%

1072

896

1%

7

928

1135

1%

7

27

0%

0

8696220

27 133

134

1%

1

760

7

1%

767

77 6

0%

0%

HILLVIEW BLVD

RICHMOND ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


RICHMOND ST

Count Date.




INT704GeoID.......

03:30 PM02:30 PM

Full Study

Peak Hour..



04:00 PM10:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

889

1968

Total

0%15 0

145 3 2%

0 0%79

148

15

79

242

225 1 226

468

0

0%

0%

0

500%

21

0

21

6

50

0 6262

Total

139

1128

Peds

2063

Peds

4

9

Peds

5

31

86

0

0%

20

0

966

4

0%0%

1072

896

1%

7

928

1135

1%

7

27

0%

0

8696220

27 133

134

1%

1

760

7

1%

767

77 6

0%

0%

HILLVIEW BLVD

RICHMOND ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


RICHMOND ST

Count Date.......


Location............. ANGEL ST @ RICHMOND ST

LONDONMunicipality.......

Thursday, 24 October, 2013

INT2756GeoID.......

09:00 AM08:00 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

420

1053

Total

0%0 0

1 1 50%

1 3%35

2

0

36

38

79 1 80

118

0

0%

0%

0

00%

0

0

0

0

0

0 00

Total

0

463

Peds

957

Peds

5

57

Peds

29

34

71

1

1%

0

0

503

41

8%0%

574

479

12%

59

452

505

8%

42

0

0%

0

704620

0 9

9

0%

0

385

58

13%

443

0 0

0%

1%

ANGEL ST

RICHMOND ST

Page 1 of 3Wednesday, August 27, 2014

RICHMOND ST

Count Date.......





INT2756GeoID.......

01:45 PM12:45 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

577

1216

Total

0%0 0

1 0 0%

1 1%82

1

0

83

84

60 1 61

145

0

0%

0%

0

00%

0

0

0

0

0

0 00

Total

0

508

Peds

1099

Peds

5

187

Peds

63

113

48

1

2%

0

0

552

45

8%0%

600

616

6%

39

546

553

8%

45

0

0%

0

475070

0 13

13

0%

0

495

38

7%

533

0 0

0%

2%

ANGEL ST

RICHMOND ST


Count Date.......





INT2756GeoID.......

05:00 PM04:00 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

702

1501

Total

0%0 0

1 1 50%

0 0%139

2

0

139

141

53 2 55

196

0

0%

0%

0

00%

0

0

0

0

0

0 00

Total

0

685

Peds

1325

Peds

14

124

Peds

42

86

47

2

4%

0

0

721

37

5%0%

768

733

4%

31

602

723

5%

38

0

0%

0

456840

0 8

8

0%

0

563

31

5%

594

0 0

0%

4%

ANGEL ST

RICHMOND ST


RICHMOND ST

Count Date.......


Location............. BERNARD AVE @ RICHMOND ST


Monday, 08 April, 2013

INT1261GeoID.......

08:45 AM07:45 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

544

2069

Total

0%0 0

8 1 11%

0 0%4

9

0

4

13

9 0 9

22

0

0%

0%

0

00%

0

0

0

0

0

0 00

Total

0

1491

Peds

2077

Peds

0

46

Peds

9

24

3

0

0%

0

0

1502

19

1%0%

1505

564

4%

20

566

1511

1%

20

0

0%

0

314830

0 6

6

0%

0

540

20

4%

560

0 0

0%

0%

BERNARD AVE

RICHMOND ST


RICHMOND ST

Count Date.......





INT1261GeoID.......

01:15 PM12:15 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

842

1636

Total

0%0 0

1 0 0%

0 0%5

1

0

5

6

13 1 14

20

0

0%

0%

0

00%

0

0

0

0

0

0 00

Total

0

750

Peds

1632

Peds

9

80

Peds

29

49

7

0

0%

0

0

765

16

2%0%

772

864

3%

22

866

766

2%

16

0

0%

0

77490

0 6

7

14%

1

837

22

3%

859

0 0

0%

7%

BERNARD AVE

RICHMOND ST


Count Date.......





INT1261GeoID.......

05:00 PM04:00 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1585

2427

Total

0%0 0

17 1 6%

0 0%2

18

0

2

20

24 0 24

44

0

0%

0%

0

00%

0

0

0

0

0

0 00

Total

0

819

Peds

2453

Peds

7

71

Peds

25

41

7

0

0%

0

0

819

17

2%0%

826

1601

1%

16

1616

837

2%

18

0

0%

0

78020

0 17

17

0%

0

1583

16

1%

1599

0 0

0%

0%

BERNARD AVE

RICHMOND ST


RICHMOND ST

Count Date.......


Location............. CENTRAL AVE @ RICHMOND ST


Monday, 24 June, 2013

INT2645GeoID.......

09:00 AM08:00 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

479

1480

Total

2%112 2

108 3 3%

2 3%70

111

114

72

297

311 6 317

614

0

0%

0%

0

277%

20

2

20

105

29

3 177180

Total

334

840

Peds

1340

Peds

90

69

Peds

69

48

178

4

2%

46

0

741

29

4%0%

965

515

7%

36

468

872

4%

32

20

5%

1

17471246

19 32

34

6%

2

382

32

8%

414

154 105

2%

2%

CENTRAL AVE

RICHMOND ST


RICHMOND ST

Count Date.......





INT2645GeoID.......

12:45 PM11:45 AM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

587

1304

Total

4%70 3

42 0 0%

1 1%76

42

73

77

192

196 3 199

391

2

6%

3%

1

329%

17

3

18

73

35

5 139144

Total

270

547

Peds

1167

Peds

162

177

Peds

130

54

103

1

1%

38

0

531

43

8%0%

672

632

7%

45

576

591

7%

44

33

6%

2

10248838

31 23

23

0%

0

479

41

8%

520

126 71

3%

2%

CENTRAL AVE

RICHMOND ST


Count Date.......





INT2645GeoID.......

04:00 PM03:00 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

568

1406

Total

0%53 0

17 1 6%

3 5%54

18

53

57

128

202 13 215

343

4

10%

6%

1

2033%

9

10

10

71

30

1 115116

Total

227

626

Peds

1220

Peds

72

144

Peds

80

42

125

9

7%

42

1

635

35

6%2%

802

604

6%

36

557

663

6%

37

21

0%

0

11660041

21 19

19

0%

0

494

23

4%

517

111 67

1%

6%

CENTRAL AVE

RICHMOND ST


RICHMOND ST

Count Date.......


Location............. CHEAPSIDE ST @ RICHMOND ST


Tuesday, 23 April, 2013

INT1851GeoID.......

09:00 AM08:00 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

740

2021

Total

1%134 2

66 6 8%

1 2%61

72

136

62

270

201 9 210

480

2

0%

2%

0

130%

8

0

8

85

13

2 148150

Total

256

1212

Peds

1995

Peds

9

9

Peds

14

2

74

2

3%

11

0

1158

20

2%0%

1243

778

5%

38

757

1238

2%

26

3

0%

0

72113811

3 46

51

10%

5

666

37

5%

703

106 83

1%

4%

CHEAPSIDE ST

RICHMOND ST


RICHMOND ST

Count Date.......





INT1851GeoID.......

03:00 PM02:00 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

932

1823

Total

1%93 1

104 7 6%

3 4%79

111

94

82

287

210 6 216

503

0

0%

0%

0

190%

8

0

8

61

19

1 114115

Total

203

859

Peds

1853

Peds

12

29

Peds

30

15

66

1

2%

16

0

781

34

4%0%

863

960

3%

28

953

900

5%

41

5

0%

0

6574716

5 84

89

6%

5

834

25

3%

859

88 61

1%

3%

CHEAPSIDE ST

RICHMOND ST


Count Date.......





INT1851GeoID.......

05:00 PM04:00 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1324

2366

Total

0%158 0

74 4 5%

1 1%121

78

158

122

358

287 8 295

653

1

0%

1%

0

280%

4

0

4

158

28

0 172172

Total

362

982

Peds

2299

Peds

30

32

Peds

30

19

66

2

3%

9

0

936

32

3%0%

1011

1355

2%

31

1281

1018

4%

36

5

0%

0

649049

5 66

71

7%

5

1175

30

2%

1205

190 157

0%

3%

CHEAPSIDE ST

RICHMOND ST


RICHMOND ST

Count Date.......


Location............. DUFFERIN AVE @ RICHMOND ST



INT2885GeoID.......

09:00 AM08:00 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

489

1113

Total

1%275 4

17 0 0%

1 2%57

17

279

58

354

523 9 532

886

1

6%

0%

1

1914%

15

3

16

280

22

6 413419

Total

737

339

Peds

970

Peds

70

95

Peds

48

59

171

1

1%

73

1

339

32

9%1%

583

530

8%

41

598

372

9%

33

67

1%

1

17030772

66 74

81

9%

7

413

37

8%

450

318 279

1%

2%

DUFFERIN AVE

RICHMOND ST


RICHMOND ST

Count Date.......





INT2885GeoID.......

01:15 PM12:15 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

513

1053

Total

0%101 0

22 0 0%

1 2%55

22

101

56

179

333 8 341

520

1

6%

1%

2

470%

29

0

31

152

47

4 160164

Total

394

382

Peds

965

Peds

55

59

Peds

39

56

113

3

3%

32

3

365

34

9%9%

510

543

6%

30

547

418

9%

36

31

3%

1

11033129

30 72

76

5%

4

411

29

7%

440

230 151

2%

2%

DUFFERIN AVE

RICHMOND ST


Count Date.......





INT2885GeoID.......

05:00 PM04:00 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

667

1401

Total

1%268 3

20 0 0%

0 0%74

20

271

74

365

548 9 557

922

5

4%

1%

2

472%

50

1

52

369

48

4 328332

Total

801

575

Peds

1276

Peds

63

89

Peds

103

76

127

1

1%

35

0

532

27

5%0%

694

707

6%

40

672

604

5%

29

26

4%

1

12650535

25 58

61

5%

3

546

39

7%

585

469 364

1%

2%

DUFFERIN AVE

RICHMOND ST


RICHMOND ST

Count Date.......


Location............. DUNDAS ST @ RICHMOND ST



INT3055GeoID.......

09:00 AM08:00 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

604

926

Total

26%87 31

0 1 100%

1 8%11

1

118

12

131

248 45 293

424

44

0%

15%

0

150%

1

1

1

291

2

31 88119

Total

413

229

Peds

917

Peds

370

357

Peds

255

279

0

0

0%

0

0

263

35

13%0%

263

663

9%

59

652

265

14%

36

1

0%

0

02280

1 1

2

50%

1

592

57

9%

649

294 247

26%

15%

DUNDAS ST

RICHMOND ST


RICHMOND ST

Count Date.......





INT3055GeoID.......

02:00 PM01:00 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

499

973

Total

10%213 24

5 0 0%

0 0%37

5

237

37

279

199 42 241

520

34

0%

15%

0

150%

5

1

5

229

2

24 217241

Total

477

408

Peds

956

Peds

555

678

Peds

227

547

0

0

0%

2

0

439

41

9%0%

441

532

6%

33

507

449

9%

41

2

0%

0

03982

2 4

12

67%

8

461

32

6%

493

236 195

10%

17%

DUNDAS ST

RICHMOND ST


Count Date.......





INT3055GeoID.......

04:00 PM03:00 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

592

1254

Total

13%216 33

0 0 0%

2 12%15

0

249

17

266

304 34 338

604

34

0%

10%

0

260%

5

3

5

332

5

33 241274

Total

616

581

Peds

1244

Peds

342

562

Peds

201

314

1

0

0%

11

0

620

44

7%0%

632

622

5%

30

619

625

7%

44

14

0%

0

157611

14 5

5

0%

0

575

25

4%

600

342 298

12%

10%

DUNDAS ST

RICHMOND ST


RICHMOND ST

Count Date.......


Location............. GROSVENOR ST @ RICHMOND ST


Wednesday, 15 May, 2013

INT1972GeoID.......

08:45 AM07:45 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

772

2045

Total

3%30 1

24 0 0%

2 4%45

24

31

47

102

306 3 309

411

1

0%

1%

0

185%

28

1

28

72

19

2 6264

Total

183

1152

Peds

2097

Peds

44

16

Peds

80

30

95

0

0%

7

1

1124

24

2%14%

1226

819

6%

47

921

1176

2%

24

26

0%

0

9511006

26 140

142

1%

2

709

44

6%

753

119 71

3%

1%

GROSVENOR ST

RICHMOND ST


RICHMOND ST

Count Date.......





INT1972GeoID.......

01:30 PM12:30 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

819

1721

Total

0%30 0

47 0 0%

0 0%52

47

30

52

129

219 5 224

353

0

0%

0%

0

254%

21

1

21

45

26

2 7173

Total

165

779

Peds

1753

Peds

49

23

Peds

48

29

75

3

4%

15

1

762

51

7%7%

852

869

6%

50

923

830

6%

51

28

4%

1

7271114

27 102

104

2%

2

742

49

6%

791

92 45

3%

2%

GROSVENOR ST

RICHMOND ST


Count Date.......





INT1972GeoID.......

05:00 PM04:00 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1261

2215

Total

0%72 0

86 1 1%

0 0%78

87

72

78

237

114 2 116

353

2

10%

4%

2

270%

19

0

21

51

27

0 125125

Total

224

949

Peds

2220

Peds

36

33

Peds

94

31

42

0

0%

16

0

871

27

3%0%

929

1286

2%

25

1241

979

3%

30

37

0%

0

4284416

37 23

23

0%

0

1156

25

2%

1181

99 49

0%

2%

GROSVENOR ST

RICHMOND ST


RICHMOND ST

Count Date.......


Location............. HORTON ST E @ RICHMOND ST


Thursday, 07 November,2013

INT3398GeoID.......

08:45 AM07:45 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

740

1021

Total

5%525 27

15 0 0%

4 5%82

15

552

86

653

1067 31 1098

1751

22

5%

2%

3

3256%

54

21

57

991

346

46 676722

Total

2116

161

Peds

636

Peds

60

66

Peds

68

8

59

6

10%

92

14

97

5

5%15%

248

773

4%

33

467

169

5%

8

78

6%

5

539278

73 45

48

6%

3

333

8

2%

341

1394 969

6%

3%

HORTON ST E

RICHMOND ST


RICHMOND ST

Count Date.......





INT3398GeoID.......

01:00 PM12:00 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

287

611

Total

3%535 14

25 1 4%

2 3%69

26

549

71

646

718 31 749

1395

22

9%

4%

4

12810%

41

15

45

628

143

29 674703

Total

1520

177

Peds

364

Peds

49

50

Peds

106

44

93

7

8%

96

14

114

3

3%15%

303

308

7%

21

179

185

4%

8

57

2%

1

8611182

56 26

28

7%

2

90

4

4%

94

817 606

4%

4%

HORTON ST E

RICHMOND ST


Count Date.......





INT3398GeoID.......

05:30 PM04:30 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

368

1089

Total

1%917 6

55 0 0%

1 1%69

55

923

70

1048

836 17 853

1901

10

4%

1%

2

1596%

43

10

45

683

169

23 12721295

Total

2192

401

Peds

700

Peds

27

37

Peds

112

26

121

7

6%

275

14

308

5

2%5%

704

385

4%

17

292

408

2%

7

97

3%

3

114303261

94 49

49

0%

0

140

6

4%

146

897 673

2%

2%

HORTON ST E

RICHMOND ST


RICHMOND ST

Count Date.......


Location............. HURON ST @ RICHMOND ST



INT1509GeoID.......

08:45 AM07:45 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

774

2286

Total

2%44 1

10 4 29%

4 6%65

14

45

69

128

123 7 130

258

0

7%

0%

1

130%

13

0

14

51

13

1 7778

Total

156

1380

Peds

2170

Peds

6

1

Peds

11

7

65

2

3%

22

0

1381

24

2%0%

1468

818

5%

44

761

1409

2%

29

11

0%

0

63135722

11 9

14

36%

5

696

40

5%

736

78 51

1%

5%

HURON ST

RICHMOND ST


RICHMOND ST

Count Date.......





INT1509GeoID.......

12:45 PM11:45 AM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

916

1836

Total

3%37 1

20 3 13%

1 1%75

23

38

76

137

101 3 104

241

0

0%

0%

0

280%

17

0

17

34

28

3 6265

Total

144

823

Peds

1729

Peds

17

15

Peds

10

12

51

0

0%

19

2

815

29

4%11%

885

951

4%

35

874

855

4%

32

8

0%

0

5178617

8 16

19

16%

3

813

34

4%

847

79 34

5%

3%

HURON ST

RICHMOND ST


Count Date.......





INT1509GeoID.......

05:00 PM04:00 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1656

2600

Total

2%47 1

18 7 28%

2 2%120

25

48

122

195

175 5 180

375

0

0%

0%

0

532%

23

1

23

96

54

1 8081

Total

254

858

Peds

2425

Peds

38

23

Peds

12

5

57

1

2%

25

0

836

19

2%0%

918

1682

2%

26

1541

884

3%

26

8

0%

0

5681725

8 23

27

15%

4

1483

23

2%

1506

173 96

1%

3%

HURON ST

RICHMOND ST


RICHMOND ST

Count Date.......


Location............. KING ST @ RICHMOND ST


Wednesday, 13 November,2013

INT3147GeoID.......

09:00 AM08:00 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

595

987

Total

0%0 0

0 0 0%

0 0%0

0

0

0

0

1153 28 1181

1181

15

11%

2%

3

5118%

25

11

28

964

62

0 00

Total

1054

235

Peds

954

Peds

63

179

Peds

82

185

108

9

8%

0

0

236

26

11%0%

344

643

7%

48

690

264

11%

29

0

0%

0

992100

0 105

109

4%

4

544

37

6%

581

1054 949

0%

2%

KING ST

RICHMOND ST


RICHMOND ST

Count Date.......





INT3147GeoID.......

01:45 PM12:45 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

397

757

Total

0%0 0

0 0 0%

0 0%0

0

0

0

0

578 27 605

605

15

1%

3%

1

1293%

88

4

89

472

133

0 00

Total

694

313

Peds

690

Peds

223

285

Peds

156

240

78

11

14%

0

0

250

25

10%0%

328

429

7%

32

351

339

8%

26

0

0%

0

672250

0 54

55

2%

1

268

28

9%

296

694 457

0%

4%

KING ST

RICHMOND ST


Count Date.......





INT3147GeoID.......

04:45 PM03:45 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

670

1317

Total

0%0 0

0 0 0%

0 0%0

0

0

0

0

863 26 889

889

8

0%

1%

0

2044%

99

8

99

772

212

0 00

Total

1083

615

Peds

1145

Peds

223

187

Peds

62

215

88

18

20%

0

0

539

23

4%0%

627

690

3%

20

507

638

4%

23

0

0%

0

705160

0 29

29

0%

0

466

12

3%

478

1083 764

0%

3%

KING ST

RICHMOND ST


RICHMOND ST

Count Date.......


Location............. PALL MALL ST @ RICHMOND ST



INT2516GeoID.......

08:45 AM07:45 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

785

1928

Total

0%0 0

29 1 3%

4 1%272

30

0

276

306

285 7 292

598

0

0%

0%

0

00%

0

0

0

0

0

0 00

Total

0

853

Peds

1480

Peds

11

0

Peds

49

70

247

5

2%

0

0

856

32

4%0%

1103

825

5%

40

594

886

4%

33

0

0%

0

2428240

0 43

45

4%

2

513

36

7%

549

0 0

0%

2%

PALL MALL ST

RICHMOND ST


RICHMOND ST

Count Date.......





INT2516GeoID.......

12:45 PM11:45 AM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

776

1547

Total

0%0 0

43 3 7%

2 1%196

46

0

198

244

183 3 186

430

0

0%

0%

0

00%

0

0

0

0

0

0 00

Total

0

590

Peds

1293

Peds

43

0

Peds

146

118

144

3

2%

0

0

581

34

6%0%

725

822

6%

46

666

627

6%

37

0

0%

0

1415470

0 42

42

0%

0

580

44

7%

624

0 0

0%

2%

PALL MALL ST

RICHMOND ST


Count Date.......





INT2516GeoID.......

05:00 PM04:00 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1053

1893

Total

0%0 0

61 0 0%

2 1%261

61

0

263

324

181 0 181

505

0

0%

0%

0

00%

0

0

0

0

0

0 00

Total

0

710

Peds

1592

Peds

12

0

Peds

120

100

140

0

0%

0

0

677

28

4%0%

817

1076

2%

23

854

738

4%

28

0

0%

0

1406490

0 41

41

0%

0

792

21

3%

813

0 0

0%

0%

PALL MALL ST

RICHMOND ST


RICHMOND ST

Count Date.......


Location............. QUEENS AVE @ RICHMOND ST


Wednesday, 05 June, 2013

INT2984GeoID.......

08:45 AM07:45 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

547

949

Total

7%513 36

27 6 18%

13 16%67

33

549

80

662

0 0 0

662

0

0%

0%

0

00%

0

0

0

0

0

39 700739

Total

739

235

Peds

840

Peds

113

209

Peds

47

87

0

0

0%

126

1

228

20

9%1%

354

595

8%

48

579

261

10%

26

64

3%

2

0208125

62 0

0

0%

0

480

35

7%

515

0 0

5%

0%

QUEENS AVE

RICHMOND ST


RICHMOND ST

Count Date.......





INT2984GeoID.......

02:00 PM01:00 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

444

961

Total

7%468 34

25 7 22%

3 14%19

32

502

22

556

0 0 0

556

0

0%

0%

0

00%

0

0

0

0

0

42 625667

Total

667

383

Peds

970

Peds

252

550

Peds

19

126

0

0

0%

83

4

399

41

10%5%

482

479

7%

35

539

431

11%

48

82

5%

4

035879

78 0

0

0%

0

425

32

7%

457

0 0

6%

0%

QUEENS AVE

RICHMOND ST


Count Date.......





INT2984GeoID.......

05:00 PM04:00 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

503

992

Total

4%1023 38

60 5 8%

4 5%82

65

1061

86

1212

0 0 0

1212

0

0%

0%

0

00%

0

0

0

0

0

40 12341274

Total

1274

398

Peds

970

Peds

173

461

Peds

191

81

0

0

0%

107

1

361

23

6%1%

468

524

4%

21

544

426

7%

28

106

1%

1

0338106

105 0

0

0%

0

421

17

4%

438

0 0

3%

0%

QUEENS AVE

RICHMOND ST


RICHMOND ST

Count Date.......


Location............. RICHMOND ST @ UNIVERSITY DR (PVT)


Thursday, 07 March, 2013

INT1382GeoID.......

08:45 AM07:45 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

604

1809

Total

0%0 0

0 0 0%

0 0%0

0

0

0

0

0 0 0

0

0

4%

0%

8

4011%

212

5

220

0

45

31 530561

Total

826

1330

Peds

2473

Peds

80

47

Peds

10

55

0

0

0%

36

1

1135

17

1%3%

1171

638

5%

34

1118

1355

2%

25

525

6%

30

0111835

495 0

0

0%

0

564

29

5%

593

265 0

6%

0%

UNIVERSITY DR (PVT)

RICHMOND ST


RICHMOND ST

Count Date.......





INT1382GeoID.......

01:15 PM12:15 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

864

1618

Total

0%0 0

0 0 0%

0 0%0

0

0

0

0

0 0 0

0

0

7%

0%

15

6712%

212

9

227

0

76

33 374407

Total

710

849

Peds

2022

Peds

143

44

Peds

33

67

0

0

0%

77

3

652

15

2%4%

729

889

3%

25

1143

879

3%

30

330

9%

30

063774

300 0

0

0%

0

797

16

2%

813

303 0

8%

0%

UNIVERSITY DR (PVT)

RICHMOND ST


Count Date.......





INT1382GeoID.......

05:45 PM04:45 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1775

2645

Total

0%0 0

0 0 0%

0 0%0

0

0

0

0

0 0 0

0

0

1%

0%

4

3641%

578

4

582

0

368

11 366377

Total

1327

1353

Peds

3146

Peds

136

29

Peds

12

60

0

0

0%

45

0

799

24

3%0%

844

1801

1%

26

1765

1381

2%

28

332

3%

11

077545

321 0

0

0%

0

1411

22

2%

1433

950 0

3%

0%

UNIVERSITY DR (PVT)

RICHMOND ST


RICHMOND ST

Count Date.......


Location............. RICHMOND ST @ VICTORIA ST


Wednesday, 30 April, 2014

INT1720GeoID.......

09:00 AM08:00 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

838

2179

Total

3%34 1

15 2 12%

0 0%35

17

35

35

87

73 0 73

160

0

13%

0%

1

713%

7

1

8

25

8

3 6669

Total

110

1234

Peds

2123

Peds

22

7

Peds

9

5

39

0

0%

21

1

1244

32

3%5%

1304

875

4%

37

854

1269

3%

35

13

8%

1

39121220

12 9

9

0%

0

796

36

4%

832

41 25

4%

0%

VICTORIA ST

RICHMOND ST


RICHMOND ST

Count Date.......





INT1720GeoID.......

01:15 PM12:15 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1052

2155

Total

0%7 0

3 1 25%

2 8%23

4

7

25

36

60 0 60

96

0

0%

0%

0

170%

22

0

22

19

17

1 2627

Total

85

1014

Peds

2132

Peds

19

11

Peds

7

5

22

0

0%

12

0

1030

41

4%0%

1064

1091

4%

39

1076

1056

4%

42

8

13%

1

2298912

7 19

19

0%

0

1012

37

4%

1049

58 19

4%

0%

VICTORIA ST

RICHMOND ST


Count Date.......





INT1720GeoID.......

04:30 PM03:30 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1271

2415

Total

2%42 1

11 0 0%

0 0%48

11

43

48

102

99 1 100

202

0

3%

0%

1

310%

32

0

33

34

31

1 9293

Total

191

1067

Peds

2380

Peds

30

7

Peds

11

4

35

0

0%

23

0

1061

37

3%0%

1119

1296

2%

25

1275

1105

3%

38

27

0%

0

35102423

27 30

31

3%

1

1192

25

2%

1217

98 34

1%

1%

VICTORIA ST

RICHMOND ST


RICHMOND ST

Count Date.......


Location............. RICHMOND ST @ YORK ST


Monday, 04 November, 2013

INT3238GeoID.......

08:30 AM07:30 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

604

888

Total

3%436 12

29 0 0%

14 20%56

29

448

70

547

1082 14 1096

1643

11

0%

1%

0

932%

41

2

41

904

95

19 556575

Total

1615

231

Peds

1020

Peds

38

80

Peds

43

24

2

0

0%

44

3

188

27

14%7%

234

654

8%

50

762

258

10%

27

83

5%

4

216141

79 187

190

2%

3

455

34

7%

489

1040 893

3%

1%

YORK ST

RICHMOND ST


RICHMOND ST

Count Date.......





INT3238GeoID.......

01:45 PM12:45 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

341

692

Total

2%532 13

34 1 3%

8 13%52

35

545

60

640

651 14 665

1305

8

2%

1%

1

667%

52

5

53

561

71

16 614630

Total

1315

288

Peds

652

Peds

24

142

Peds

101

44

31

0

0%

62

3

228

26

11%5%

321

371

8%

30

336

316

9%

28

23

0%

0

3120259

23 67

73

8%

6

223

17

7%

240

685 553

3%

2%

YORK ST

RICHMOND ST


Count Date.......





INT3238GeoID.......

05:00 PM04:00 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

479

976

Total

1%1118 13

172 4 2%

3 5%59

176

1131

62

1369

811 11 822

2191

11

0%

1%

0

930%

52

0

52

743

93

17 12151232

Total

2120

595

Peds

1087

Peds

33

113

Peds

104

89

2

0

0%

69

1

401

30

7%1%

472

504

5%

25

458

629

5%

34

32

9%

3

237168

29 77

77

0%

0

327

22

6%

349

888 732

1%

1%

YORK ST

RICHMOND ST


RICHMOND ST

Count Date.


Location....... RICHMOND ST @ SHAVIANBLVD/SUNNYSIDE DR


INT892GeoID.......

09:00 AM08:00 AM

AM Period

Peak Hour..



09:00 AM07:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

545

2143

Total

0%5 0

230 2 1%

1 4%23

232

5

24

261

163 7 170

431

0

0%

0%

0

50%

33

0

33

17

5

1 1920

Total

75

1770

Peds

2515

Peds

4

15

Peds

25

30

11

3

27%

5

0

1545

38

2%0%

1561

582

6%

37

705

1810

2%

40

10

10%

1

815075

9 138

142

3%

4

517

36

7%

553

55 17

5%

4%

SHAVIAN BLVD/SUNNYSIDE DR

RICHMOND ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


RICHMOND ST

Count Date.




INT892GeoID.......

01:00 PM12:00 PM

MD Period

Peak Hour..



03:00 PM11:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1075

2066

Total

0%17 0

278 6 2%

0 0%30

284

17

30

331

399 4 403

734

0

5%

0%

1

60%

21

0

22

12

6

0 2727

Total

67

1227

Peds

2707

Peds

5

13

Peds

16

18

14

0

0%

1

0

950

22

2%0%

965

1101

2%

26

1451

1256

2%

29

9

0%

0

149281

9 373

377

1%

4

1039

26

2%

1065

40 12

0%

1%


RICHMOND ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


Count Date.




INT892GeoID.......

05:15 PM04:15 PM

PM Period

Peak Hour..



06:00 PM03:00 PM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1649

2565

Total

0%27 0

258 5 2%

0 0%32

263

27

32

322

503 2 505

827

0

0%

0%

0

60%

16

0

16

32

6

0 5353

Total

107

1135

Peds

3261

Peds

1

18

Peds

25

20

16

0

0%

6

0

879

18

2%0%

901

1664

1%

15

2103

1158

2%

23

20

0%

0

168616

20 455

457

0%

2

1611

15

1%

1626

54 32

0%

0%


RICHMOND ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


RICHMOND ST

Count Date.




INT892GeoID.......

05:15 PM04:15 PM

Full Study

Peak Hour..



06:00 PM07:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1649

2565

Total

0%27 0

258 5 2%

0 0%32

263

27

32

322

503 2 505

827

0

0%

0%

0

60%

16

0

16

32

6

0 5353

Total

107

1135

Peds

3261

Peds

1

18

Peds

25

20

16

0

0%

6

0

879

18

2%0%

901

1664

1%

15

2103

1158

2%

23

20

0%

0

168616

20 455

457

0%

2

1611

15

1%

1626

54 32

0%

0%


RICHMOND ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


RICHMOND ST

Count Date.




INT892GeoID.......

03:30 PM02:30 PM

MD Period

Peak Hour..



04:00 PM10:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1099

2002

Total

0%29 0

330 2 1%

0 0%37

332

29

37

398

360 1 361

759

0

0%

0%

0

80%

13

0

13

27

8

0 4646

Total

94

1205

Peds

2611

Peds

1

9

Peds

11

9

16

0

0%

5

0

872

10

1%0%

893

1109

1%

10

1394

1217

1%

12

12

0%

0

168625

12 317

318

0%

1

1054

10

1%

1064

48 27

0%

0%


RICHMOND ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


Count Date.




INT892GeoID.......

03:30 PM02:30 PM

Full Study

Peak Hour..



04:00 PM10:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1099

2002

Total

0%29 0

330 2 1%

0 0%37

332

29

37

398

360 1 361

759

0

0%

0%

0

80%

13

0

13

27

8

0 4646

Total

94

1205

Peds

2611

Peds

1

9

Peds

11

9

16

0

0%

5

0

872

10

1%0%

893

1109

1%

10

1394

1217

1%

12

12

0%

0

168625

12 317

318

0%

1

1054

10

1%

1064

48 27

0%

0%


RICHMOND ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


Count Date.




INT892GeoID.......

03:30 PM02:30 PM

MD Period

Peak Hour..



04:00 PM10:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

932

2017

Total

0%15 0

295 0 0%

0 0%23

295

15

23

333

289 0 289

622

0

0%

0%

0

70%

7

0

7

15

7

0 3636

Total

65

1351

Peds

2538

Peds

7

9

Peds

26

17

14

0

0%

9

0

1054

5

0%0%

1077

940

1%

8

1182

1356

0%

5

12

0%

0

1410499

12 260

260

0%

0

902

8

1%

910

29 15

0%

0%


RICHMOND ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


RICHMOND ST

Count Date.




INT892GeoID.......

03:30 PM02:30 PM

Full Study

Peak Hour..



04:00 PM10:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

932

2017

Total

0%15 0

295 0 0%

0 0%23

295

15

23

333

289 0 289

622

0

0%

0%

0

70%

7

0

7

15

7

0 3636

Total

65

1351

Peds

2538

Peds

7

9

Peds

26

17

14

0

0%

9

0

1054

5

0%0%

1077

940

1%

8

1182

1356

0%

5

12

0%

0

1410499

12 260

260

0%

0

902

8

1%

910

29 15

0%

0%


RICHMOND ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


RICHMOND ST

Count Date.......


Location............. RICHMOND ST @ WESTERN RD


Monday, 18 March, 2013

INT950GeoID.......

08:45 AM07:45 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

679

2951

Total

0%3 0

0 0 0%

0 0%1

0

3

1

4

2 0 2

6

0

0%

0%

0

1864%

3

8

3

1

194

8 910918

Total

1116

1310

Peds

1857

Peds

67

7

Peds

0

0

0

0

0%

909

8

1327

20

2%1%

2236

715

5%

36

527

1330

2%

20

6

0%

0

01307901

6 1

1

0%

0

492

28

5%

520

198 1

1%

0%

WESTERN RD

RICHMOND ST


RICHMOND ST

Count Date.......





INT950GeoID.......

01:30 PM12:30 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1460

2785

Total

0%2 0

2 0 0%

0 0%1

2

2

1

5

11 1 12

17

1

9%

50%

1

4343%

10

13

11

2

447

10 528538

Total

998

738

Peds

1830

Peds

53

11

Peds

0

0

7

0

0%

526

10

746

20

3%2%

1279

1506

3%

46

1071

759

3%

21

10

0%

0

7726516

10 3

3

0%

0

1025

33

3%

1058

460 1

2%

8%

WESTERN RD

RICHMOND ST


Count Date.......





INT950GeoID.......

05:00 PM04:00 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

2816

4093

Total

0%2 0

2 0 0%

0 0%0

2

2

0

4

23 0 23

27

0

13%

0%

1

9422%

7

22

8

1

964

9 553562

Total

1535

669

Peds

2593

Peds

35

7

Peds

0

1

17

0

0%

547

9

677

17

3%2%

1241

2852

1%

36

1906

687

3%

18

13

0%

0

17660538

13 5

5

0%

0

1874

14

1%

1888

973 1

2%

0%

WESTERN RD

RICHMOND ST


RICHMOND ST

Count Date.


Location....... RICHMOND ST @ WINDERMERE RD

LONDONMunicipality. Tuesday, 19 March, 2013

INT1099GeoID.......

08:45 AM07:45 AM

AM Period

Peak Hour..



09:00 AM07:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

371

1589

Total

2%526 13

138 2 1%

3 8%37

140

539

40

719

449 17 466

1185

12

4%

4%

7

2414%

158

4

165

285

28

29 739768

Total

1246

1338

Peds

1946

Peds

23

13

Peds

8

16

84

4

5%

61

9

1052

10

1%15%

1197

392

5%

21

589

1357

1%

19

168

4%

7

80104252

161 96

97

1%

1

310

14

4%

324

478 273

4%

4%

WINDERMERE RD

RICHMOND ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


Count Date.




INT1099GeoID.......

01:45 PM12:45 PM

MD Period

Peak Hour..



02:00 PM11:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

793

1517

Total

2%258 6

66 0 0%

1 2%61

66

264

62

392

381 16 397

789

12

5%

5%

5

7011%

88

9

93

239

79

18 415433

Total

844

746

Peds

1680

Peds

13

7

Peds

10

11

50

1

2%

41

3

607

15

2%7%

698

819

3%

26

914

766

3%

20

128

7%

9

4959238

119 105

108

3%

3

662

16

2%

678

411 227

4%

4%

WINDERMERE RD

RICHMOND ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


RICHMOND ST

Count Date.




INT1099GeoID.......

05:00 PM04:00 PM

PM Period

Peak Hour..



05:00 PM03:00 PM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1317

2009

Total

1%271 4

61 0 0%

0 0%81

61

275

81

417

830 6 836

1253

5

3%

1%

2

1346%

70

9

72

471

143

18 428446

Total

1132

666

Peds

2192

Peds

19

3

Peds

9

13

94

1

1%

37

7

544

9

2%19%

675

1334

1%

17

1515

677

2%

11

134

5%

7

9353530

127 271

271

0%

0

1102

8

1%

1110

686 466

4%

1%

WINDERMERE RD

RICHMOND ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


RICHMOND ST

Count Date.




INT1099GeoID.......

05:30 PM04:30 PM

Full Study

Peak Hour..



06:00 PM07:00 AM

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1416

2097

Total

1%266 3

70 0 0%

0 0%94

70

269

94

433

864 8 872

1305

7

4%

2%

3

1418%

67

12

70

444

153

18 457475

Total

1142

651

Peds

2348

Peds

5

4

Peds

2

6

106

1

1%

32

8

522

8

2%25%

660

1437

1%

21

1686

662

2%

11

174

4%

7

10551424

167 322

322

0%

0

1181

9

1%

1190

667 437

4%

1%

WINDERMERE RD

RICHMOND ST

Cyclists: 0

Cyclists: 0

Cyclists: 0

Cyclists: 0


CAPULET LANE

Count Date.......


Location............. CAPULET LANE @ OXFORD ST W



INT3106GeoID.......

08:45 AM07:45 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

224

449

Total

7%624 47

13 0 0%

4 9%41

13

671

45

729

1574 45 1619

2348

38

10%

3%

1

1801%

9

2

10

1418

182

49 647696

Total

2306

24

Peds

39

Peds

2

1

Peds

4

10

193

7

4%

23

2

2

0

0%9%

218

231

3%

7

14

25

4%

1

2

0%

0

186221

2 8

8

0%

0

3

1

25%

4

1610 1380

7%

3%

OXFORD ST W

CAPULET LANE


CAPULET LANE

Count Date.......





INT3106GeoID.......

01:30 PM12:30 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

214

361

Total

5%785 41

11 0 0%

1 1%77

11

826

78

915

912 41 953

1868

37

0%

4%

0

1342%

14

3

14

846

137

44 838882

Total

1879

30

Peds

60

Peds

5

3

Peds

0

10

89

4

4%

48

2

6

1

17%4%

143

218

2%

4

29

31

3%

1

8

13%

1

85546

7 18

18

0%

0

3

0

0%

3

997 809

5%

4%

OXFORD ST W

CAPULET LANE


Count Date.......





INT3106GeoID.......

05:45 PM04:45 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

364

572

Total

1%1319 13

14 0 0%

2 1%212

14

1332

214

1560

969 27 996

2556

24

0%

3%

0

1510%

15

0

15

834

151

13 13841397

Total

2397

30

Peds

53

Peds

5

1

Peds

3

11

144

3

2%

61

0

1

0

0%0%

206

366

1%

2

23

30

0%

0

4

0%

0

141161

4 18

18

0%

0

1

0

0%

1

1000 810

1%

3%

OXFORD ST W

CAPULET LANE


CHERRYHILL BLVD

Count Date.......


Location............. CHERRYHILL BLVD @ OXFORD ST W



INT2748GeoID.......

09:00 AM08:00 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

218

404

Total

6%754 45

35 2 5%

1 2%47

37

799

48

884

1680 28 1708

2592

27

6%

2%

3

1685%

50

8

53

1626

176

57 862919

Total

2774

92

Peds

132

Peds

44

24

Peds

54

11

62

1

2%

108

11

7

0

0%10%

177

227

4%

9

35

97

5%

5

12

8%

1

61797

11 20

20

0%

0

3

0

0%

3

1855 1599

6%

2%

OXFORD ST W

CHERRYHILL BLVD


CHERRYHILL BLVD

Count Date.......





INT2748GeoID.......

02:00 PM01:00 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

302

710

Total

2%1139 29

4 0 0%

5 8%57

4

1168

62

1234

1271 41 1312

2546

38

0%

3%

0

2403%

7

8

7

1133

248

40 13561396

Total

2784

12

Peds

30

Peds

49

40

Peds

53

34

170

3

2%

224

11

1

0

0%5%

395

315

4%

13

18

12

0%

0

4

0%

0

1671213

4 9

9

0%

0

5

0

0%

5

1388 1095

3%

3%

OXFORD ST W

CHERRYHILL BLVD


Count Date.......





INT2748GeoID.......

04:45 PM03:45 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

279

756

Total

1%1529 22

7 1 13%

3 6%47

8

1551

50

1609

1275 29 1304

2913

28

7%

3%

1

2233%

13

7

14

1111

230

40 18691909

Total

3264

22

Peds

119

Peds

58

31

Peds

93

30

166

0

0%

299

11

2

0

0%4%

467

289

3%

10

95

24

8%

2

59

12%

7

1662288

52 26

27

4%

1

9

0

0%

9

1355 1083

2%

2%

OXFORD ST W

CHERRYHILL BLVD


CLARKE RD

Count Date.......


Location............. CLARKE RD @ OXFORD ST E



INT1109GeoID.......

08:30 AM07:30 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

485

1716

Total

9%433 44

27 4 13%

48 30%110

31

477

158

666

893 56 949

1615

18

2%

4%

3

5714%

139

9

142

404

66

76 755831

Total

1443

660

Peds

1342

Peds

6

5

Peds

5

2

479

36

8%

132

15

528

34

6%11%

1139

577

16%

92

641

701

6%

41

222

8%

17

443494117

205 64

66

3%

2

318

35

10%

353

612 386

9%

6%

OXFORD ST E

CLARKE RD


CLARKE RD

Count Date.......





INT1109GeoID.......

01:00 PM12:00 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

574

1294

Total

4%352 15

110 1 1%

24 15%132

111

367

156

634

677 50 727

1361

18

2%

4%

6

6619%

274

15

280

418

81

31 618649

Total

1428

766

Peds

1557

Peds

4

6

Peds

5

12

188

25

13%

53

11

418

36

9%21%

659

635

10%

61

748

809

5%

43

229

2%

5

16338242

224 114

121

6%

7

376

22

6%

398

779 400

5%

7%

OXFORD ST E

CLARKE RD


Count Date.......





INT1109GeoID.......

05:00 PM04:00 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1104

2260

Total

2%499 12

130 9 6%

18 5%378

139

511

396

1046

633 57 690

1736

23

3%

6%

5

724%

180

3

185

355

75

17 732749

Total

1364

1063

Peds

2030

Peds

3

6

Peds

3

6

270

28

10%

58

2

781

28

4%3%

1109

1151

4%

47

925

1105

4%

42

180

2%

3

24275356

177 59

65

9%

6

654

26

4%

680

615 332

2%

8%

OXFORD ST E

CLARKE RD


FIRST ST

Count Date.......


Location............. FIRST ST @ OXFORD ST E



INT1281GeoID.......

08:30 AM07:30 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

0

111

Total

7%621 47

34 8 19%

0 0%0

42

668

0

710

855 23 878

1588

14

2%

2%

2

00%

96

0

98

822

0

76 786862

Total

1782

135

Peds

289

Peds

21

81

Peds

169

12

34

6

18%

72

16

5

0

0%22%

111

0

0%

0

144

145

7%

10

122

11%

13

28556

109 19

22

14%

3

0

0

0%

0

920 808

9%

3%

OXFORD ST E

FIRST ST


FIRST ST

Count Date.......





INT1281GeoID.......

01:45 PM12:45 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

0

66

Total

4%558 23

19 1 5%

0 0%0

20

581

0

601

774 47 821

1422

33

3%

4%

4

00%

115

0

119

746

0

38 710748

Total

1613

149

Peds

345

Peds

27

88

Peds

228

27

12

3

25%

39

7

15

0

0%18%

66

0

0%

0

191

154

3%

5

128

6%

8

91532

120 52

63

17%

11

0

0

0%

0

865 713

5%

6%

OXFORD ST E

FIRST ST


Count Date.......





INT1281GeoID.......

05:30 PM04:30 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

0

141

Total

3%1020 27

32 6 16%

0 0%0

38

1047

0

1085

840 33 873

1958

24

4%

3%

4

00%

97

0

101

773

0

44 12791323

Total

2197

154

Peds

424

Peds

27

80

Peds

255

18

22

6

27%

94

14

25

0

0%15%

141

0

0%

0

260

164

6%

10

182

2%

3

162580

179 75

78

4%

3

0

0

0%

0

874 749

3%

4%

OXFORD ST E

FIRST ST


GUILDWOOD BLVD

Count Date.......


Location............. GUILDWOOD BLVD @ OXFORD ST W



INT3332GeoID.......

09:00 AM08:00 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

58

264

Total

4%550 23

49 2 4%

1 4%26

51

573

27

651

1277 30 1307

1958

28

0%

3%

0

210%

20

0

20

1071

21

24 625649

Total

1761

88

Peds

233

Peds

1

9

Peds

1

0

150

2

1%

33

0

22

3

14%0%

205

59

2%

1

140

93

5%

5

43

2%

1

1481933

42 86

86

0%

0

11

0

0%

11

1112 1043

4%

2%

OXFORD ST W

GUILDWOOD BLVD


GUILDWOOD BLVD

Count Date.......





INT3332GeoID.......

01:30 PM12:30 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

69

135

Total

4%766 28

30 0 0%

0 0%52

30

794

52

877

880 24 904

1781

23

0%

3%

0

100%

24

0

24

822

10

30 800830

Total

1686

61

Peds

126

Peds

1

4

Peds

0

3

46

0

0%

13

1

7

0

0%8%

66

69

0%

0

65

61

0%

0

23

4%

1

46712

22 34

35

3%

1

7

0

0%

7

856 799

4%

3%

OXFORD ST W

GUILDWOOD BLVD


Count Date.......





INT3332GeoID.......

05:30 PM04:30 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

179

286

Total

1%1031 9

40 0 0%

0 0%122

40

1040

122

1203

923 13 936

2139

12

0%

1%

0

240%

22

0

22

807

24

9 11091118

Total

1971

66

Peds

204

Peds

7

6

Peds

4

3

73

1

1%

29

0

4

0

0%0%

106

180

1%

1

138

66

0%

0

49

0%

0

72429

49 55

55

0%

0

33

1

3%

34

853 795

1%

1%

OXFORD ST W

GUILDWOOD BLVD


HYDE PARK RD

Count Date.......


Location............. HYDE PARK RD @ OXFORD ST W



INT3641GeoID.......

08:30 AM07:30 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

744

1571

Total

5%465 23

127 4 3%

11 9%114

131

488

125

744

1105 29 1134

1878

18

5%

2%

1

2805%

19

14

20

770

294

44 732776

Total

1860

470

Peds

1033

Peds

47

25

Peds

11

7

237

10

4%

224

16

332

8

2%7%

793

778

4%

34

550

483

3%

13

64

8%

5

227324208

59 126

127

1%

1

350

9

3%

359

1084 752

6%

3%

OXFORD ST W

HYDE PARK RD


HYDE PARK RD

Count Date.......





INT3641GeoID.......

02:00 PM01:00 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

609

1495

Total

2%616 15

160 4 2%

12 7%163

164

631

175

970

722 23 745

1715

15

3%

4%

1

1985%

36

10

37

389

208

35 896931

Total

1565

562

Peds

999

Peds

41

31

Peds

13

12

270

6

2%

215

14

370

4

1%7%

855

640

5%

31

428

571

2%

9

85

7%

6

264366201

79 84

86

2%

2

248

9

4%

257

634 374

4%

3%

OXFORD ST W

HYDE PARK RD


Count Date.......





INT3641GeoID.......

05:00 PM04:00 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

820

2055

Total

1%809 10

247 1 0%

0 0%157

248

819

157

1224

955 23 978

2202

15

7%

3%

3

2703%

43

7

46

550

277

15 11771192

Total

2065

876

Peds

1454

Peds

42

39

Peds

18

37

358

6

2%

273

5

593

7

1%2%

1224

831

1%

11

567

887

1%

11

100

0%

0

352586268

100 68

70

3%

2

393

4

1%

397

873 535

1%

2%

OXFORD ST W

HYDE PARK RD


PLATT'S LANE

Count Date.......


Location............. OXFORD ST W @ PLATT'S LANE


Thursday, 13 June, 2013

INT2662GeoID.......

08:45 AM07:45 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

261

628

Total

6%641 42

22 0 0%

2 3%61

22

683

63

769

1427 29 1456

2225

26

2%

2%

2

802%

130

2

132

1307

82

50 815865

Total

2386

302

Peds

575

Peds

10

13

Peds

10

18

112

3

3%

84

4

160

10

6%5%

356

272

4%

11

261

314

4%

12

98

4%

4

10915080

94 36

36

0%

0

120

7

6%

127

1521 1281

6%

2%

OXFORD ST W

PLATT'S LANE


PLATT'S LANE

Count Date.......





INT2662GeoID.......

03:00 PM02:00 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

242

550

Total

2%1128 22

23 0 0%

4 5%79

23

1150

83

1257

1010 37 1047

2304

35

3%

4%

2

725%

78

4

80

942

76

25 13681393

Total

2491

178

Peds

427

Peds

12

26

Peds

11

34

76

2

3%

131

0

84

7

8%0%

291

259

7%

17

240

187

5%

9

112

3%

3

7477131

109 28

28

0%

0

91

9

9%

100

1098 907

2%

4%

OXFORD ST W

PLATT'S LANE


Count Date.......





INT2662GeoID.......

05:15 PM04:15 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

307

778

Total

1%1444 13

25 0 0%

2 3%73

25

1457

75

1557

923 26 949

2506

23

0%

3%

0

840%

132

0

132

852

84

17 18671884

Total

2952

319

Peds

720

Peds

17

25

Peds

11

39

73

3

4%

217

2

170

8

5%1%

460

318

3%

11

393

327

2%

8

210

1%

2

70162215

208 24

24

0%

0

150

9

6%

159

1068 829

1%

3%

OXFORD ST W

PLATT'S LANE


PROUDFOOT LANE

Count Date.......


Location............. OXFORD ST W @ PROUDFOOT LANE


Thursday, 04 April, 2013

INT2970GeoID.......

09:00 AM08:00 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

394

1150

Total

7%754 56

5 3 38%

8 3%233

8

810

241

1059

2304 64 2368

3427

46

5%

3%

4

296%

69

2

73

1728

31

65 907972

Total

2804

171

Peds

513

Peds

11

12

Peds

14

6

581

15

3%

43

4

110

13

12%9%

734

416

5%

22

322

191

10%

20

119

4%

5

5669739

114 56

59

5%

3

132

12

8%

144

1832 1682

7%

3%

OXFORD ST W

PROUDFOOT LANE


PROUDFOOT LANE

Count Date.......





INT2970GeoID.......

01:00 PM12:00 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

631

1179

Total

4%803 30

18 2 10%

8 2%357

20

833

365

1218

1317 37 1354

2572

31

1%

3%

1

1162%

66

2

67

958

118

34 952986

Total

2129

181

Peds

480

Peds

19

19

Peds

38

6

365

4

1%

61

3

105

8

8%5%

531

648

3%

17

288

192

6%

11

92

1%

1

3619758

91 29

31

6%

2

158

7

4%

165

1143 927

3%

3%

OXFORD ST W

PROUDFOOT LANE


Count Date.......





INT2970GeoID.......

05:00 PM04:00 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

992

1462

Total

1%1323 17

52 1 2%

5 1%573

53

1340

578

1971

1220 29 1249

3220

18

3%

2%

3

1071%

108

1

111

904

108

23 15291552

Total

2675

245

Peds

753

Peds

34

43

Peds

69

16

317

9

3%

55

1

89

4

4%2%

461

1001

1%

9

500

253

3%

8

157

3%

5

3088554

152 26

28

7%

2

312

3

1%

315

1123 886

1%

2%

OXFORD ST W

PROUDFOOT LANE


RICHMOND ST

Count Date.......


Location............. OXFORD ST E @ RICHMOND ST



INT2263GeoID.......

09:00 AM08:00 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1004

2139

Total

4%840 34

176 9 5%

10 5%197

185

874

207

1266

1109 48 1157

2423

29

2%

3%

4

1872%

177

4

181

942

191

45 10771122

Total

2436

1172

Peds

2064

Peds

72

65

Peds

69

42

150

8

5%

103

7

846

27

3%7%

1099

1040

3%

36

852

1212

3%

40

145

3%

4

14281996

141 54

65

17%

11

620

22

3%

642

1314 913

4%

4%

OXFORD ST E

RICHMOND ST


RICHMOND ST

Count Date.......





INT2263GeoID.......

01:00 PM12:00 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

824

1621

Total

2%816 15

144 10 6%

6 4%143

154

831

149

1134

1024 48 1072

2206

32

4%

4%

5

1862%

130

4

135

847

190

21 10981119

Total

2291

735

Peds

1524

Peds

86

40

Peds

61

22

145

7

5%

135

2

485

24

5%1%

765

856

4%

32

750

774

5%

39

153

3%

4

138461133

149 71

80

11%

9

495

22

4%

517

1172 815

2%

4%

OXFORD ST E

RICHMOND ST


Count Date.......





INT2263GeoID.......

04:45 PM03:45 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1092

2005

Total

1%905 11

64 5 7%

5 3%141

69

916

146

1131

1073 24 1097

2228

12

1%

1%

1

1840%

84

0

85

810

184

14 12181232

Total

2311

705

Peds

1796

Peds

89

76

Peds

79

71

190

6

3%

128

1

575

18

3%1%

893

1112

2%

20

1067

729

3%

24

188

1%

2

184557127

186 91

97

6%

6

767

15

2%

782

1079 798

1%

2%

OXFORD ST E

RICHMOND ST


SECOND ST

Count Date.......


Location............. OXFORD ST E @ SECOND ST


Wednesday, 27 February,2013

INT1235GeoID.......

08:45 AM07:45 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

241

651

Total

10%437 48

35 39 53%

2 3%63

74

485

65

624

814 38 852

1476

31

6%

5%

4

482%

61

1

65

649

49

57 632689

Total

1452

257

Peds

597

Peds

7

8

Peds

26

16

117

4

3%

126

3

162

1

1%2%

405

246

2%

5

296

301

15%

44

78

8%

6

113161123

72 83

86

3%

3

130

2

2%

132

763 618

8%

4%

OXFORD ST E

SECOND ST


SECOND ST

Count Date.......





INT1235GeoID.......

01:30 PM12:30 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

191

442

Total

14%359 60

31 8 21%

12 22%43

39

419

55

513

595 60 655

1168

45

7%

9%

5

565%

65

3

70

526

59

66 461527

Total

1182

186

Peds

402

Peds

21

30

Peds

53

16

79

13

16%

57

3

97

7

7%5%

233

209

9%

18

196

206

10%

20

51

6%

3

669054

48 48

50

4%

2

92

3

3%

95

655 481

13%

9%

OXFORD ST E

SECOND ST


Count Date.......





INT1235GeoID.......

05:15 PM04:15 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

337

660

Total

4%781 30

98 7 7%

6 6%100

105

811

106

1022

691 27 718

1740

20

1%

3%

1

871%

80

1

81

589

88

32 929961

Total

1719

351

Peds

661

Peds

10

38

Peds

96

36

68

5

7%

67

0

176

3

2%0%

311

349

3%

12

299

362

3%

11

83

2%

2

6317367

81 59

61

3%

2

150

5

3%

155

758 569

3%

4%

OXFORD ST E

SECOND ST


TALBOT ST

Count Date.......


Location............. OXFORD ST E @ TALBOT ST



INT2362GeoID.......

09:00 AM08:00 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

117

475

Total

5%873 42

37 0 0%

1 17%5

37

915

6

958

1436 27 1463

2421

26

0%

2%

0

00%

463

0

463

1379

0

46 11231169

Total

3011

758

Peds

1111

Peds

12

8

Peds

4

9

4

1

25%

94

3

258

0

0%3%

356

119

2%

2

353

758

0%

0

160

1%

1

325891

159 80

80

0%

0

112

1

1%

113

1842 1353

4%

2%

OXFORD ST E

TALBOT ST


TALBOT ST

Count Date.......





INT2362GeoID.......

01:15 PM12:15 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

93

275

Total

4%1071 40

77 0 0%

0 0%10

77

1111

10

1198

1218 40 1258

2456

39

0%

3%

0

20%

196

0

196

1157

2

42 13441386

Total

2741

352

Peds

710

Peds

44

16

Peds

11

25

7

0

0%

94

0

79

0

0%0%

180

95

2%

2

358

352

0%

0

181

1%

2

77994

179 93

94

1%

1

81

2

2%

83

1355 1118

3%

3%

OXFORD ST E

TALBOT ST


Count Date.......





INT2362GeoID.......

05:00 PM04:00 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

251

612

Total

2%1172 18

66 0 0%

0 0%20

66

1190

20

1277

1158 27 1185

2462

26

1%

2%

1

10%

186

0

187

1078

1

20 16771697

Total

2963

419

Peds

1073

Peds

33

13

Peds

16

43

5

0

0%

187

1

168

1

1%1%

360

252

0%

1

652

421

0%

2

320

0%

1

5167186

319 100

101

1%

1

230

1

0%

231

1266 1052

1%

2%

OXFORD ST E

TALBOT ST


THIRD ST

Count Date.......


Location............. OXFORD ST E @ THIRD ST


Thursday, 28 February, 2013

INT1190GeoID.......

08:30 AM07:30 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

115

251

Total

9%532 51

25 2 7%

3 9%29

27

583

32

642

757 27 784

1426

16

16%

2%

7

498%

37

4

44

670

53

62 616678

Total

1445

92

Peds

260

Peds

15

1

Peds

13

15

61

6

10%

32

4

34

4

12%13%

127

124

7%

9

155

105

12%

13

63

11%

7

553028

56 48

53

9%

5

37

2

5%

39

767 654

9%

3%

OXFORD ST E

THIRD ST


THIRD ST

Count Date.......





INT1190GeoID.......

01:00 PM12:00 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

84

209

Total

5%500 28

25 2 7%

4 13%27

27

528

31

586

549 35 584

1170

31

4%

6%

3

230%

67

0

70

526

23

40 619659

Total

1278

135

Peds

287

Peds

3

3

Peds

19

11

27

3

11%

50

6

43

0

0%12%

120

89

6%

5

147

140

4%

5

81

7%

6

244344

75 30

31

3%

1

34

1

3%

35

619 495

6%

6%

OXFORD ST E

THIRD ST


Count Date.......





INT1190GeoID.......

05:15 PM04:15 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

110

240

Total

3%776 20

52 2 4%

2 8%23

54

796

25

875

684 36 720

1595

34

8%

5%

6

3812%

73

5

79

660

43

28 897925

Total

1707

174

Peds

346

Peds

12

1

Peds

20

6

30

2

7%

44

5

49

0

0%11%

123

117

6%

7

164

182

4%

8

85

4%

3

284939

82 30

30

0%

0

49

0

0%

49

782 626

3%

5%

OXFORD ST E

THIRD ST


WHARNCLIFFE RD N

Count Date.......


Location............. OXFORD ST W @ WHARNCLIFFE RD N



INT2533GeoID.......

08:45 AM07:45 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

673

1562

Total

5%662 33

135 6 4%

5 3%149

141

695

154

990

1813 30 1843

2833

20

5%

1%

5

299%

100

3

105

1348

32

39 800839

Total

2324

857

Peds

1801

Peds

19

14

Peds

28

27

217

4

2%

11

0

632

10

2%0%

862

700

4%

27

923

878

2%

21

133

5%

6

21362211

127 272

278

2%

6

493

19

4%

512

1485 1328

5%

2%

OXFORD ST W

WHARNCLIFFE RD N


WHARNCLIFFE RD N

Count Date.......





INT2533GeoID.......

03:00 PM02:00 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

611

1435

Total

2%1029 18

184 7 4%

7 4%167

191

1047

174

1412

1304 50 1354

2766

25

2%

3%

3

470%

136

0

139

888

47

26 12891315

Total

2389

778

Peds

1654

Peds

46

48

Peds

35

72

259

14

5%

52

1

479

21

4%2%

791

644

5%

33

845

809

4%

31

216

3%

7

24545851

209 196

207

5%

11

396

26

6%

422

1074 863

2%

4%

OXFORD ST W

WHARNCLIFFE RD N


Count Date.......





INT2533GeoID.......

05:15 PM04:15 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

909

1849

Total

1%1136 12

190 5 3%

2 2%119

195

1148

121

1464

1301 24 1325

2789

16

2%

2%

2

512%

123

1

125

899

52

15 14771492

Total

2568

935

Peds

2186

Peds

31

47

Peds

47

61

233

4

2%

57

2

637

15

2%4%

927

922

1%

13

1229

957

2%

22

287

0%

1

22962255

286 189

193

2%

4

739

10

1%

749

1076 883

1%

2%

OXFORD ST W

WHARNCLIFFE RD N


WONDERLAND RD N

Count Date.......


Location............. OXFORD ST W @ WONDERLAND RD N



INT3039GeoID.......

09:00 AM08:00 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

949

2164

Total

7%328 23

155 8 5%

17 20%66

163

351

83

597

1237 37 1274

1871

18

2%

2%

5

2054%

305

9

310

842

214

32 535567

Total

1933

1253

Peds

2366

Peds

26

26

Peds

24

15

261

9

3%

50

1

832

39

5%2%

1143

1021

7%

72

1061

1305

4%

52

166

5%

8

25279349

158 161

171

6%

10

678

46

6%

724

1366 824

6%

3%

OXFORD ST W

WONDERLAND RD N


WONDERLAND RD N

Count Date.......





INT3039GeoID.......

12:45 PM11:45 AM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

986

2023

Total

3%559 18

187 7 4%

15 14%93

194

577

108

879

987 40 1027

1906

23

3%

4%

7

1873%

205

6

212

563

193

31 847878

Total

1846

1021

Peds

2225

Peds

23

51

Peds

54

17

226

6

3%

108

3

653

24

4%3%

987

1036

5%

50

1166

1059

4%

38

193

5%

10

220629105

183 227

238

5%

11

706

29

4%

735

968 540

4%

4%

OXFORD ST W

WONDERLAND RD N


Count Date.......





INT3039GeoID.......

05:30 PM04:30 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1261

2559

Total

1%680 9

242 3 1%

8 8%96

245

689

104

1038

909 28 937

1975

19

2%

3%

5

1891%

198

2

203

567

191

19 10541073

Total

2034

1319

Peds

2714

Peds

41

46

Peds

72

36

234

3

1%

142

3

896

17

2%2%

1272

1287

2%

26

1370

1344

2%

25

242

3%

7

231879139

235 130

136

4%

6

976

16

2%

992

961 548

2%

3%

OXFORD ST W

WONDERLAND RD N


Dundas St @ Ashland Ave

Morning Peak Diagram Specified Period

From:

To:

7:00:00

9:00:00

One Hour Peak

From:

To:

7:30:00

8:30:00

Municipality:

Site #:

Intersection:

TFR File #:

Count date:

London

0000000007

Dundas St & Ashland Ave

7

15-Nov-2016

Weather conditions:Clear/Dry

Person(s) who counted:Cam

** Non-Signalized Intersection ** Major Road: Dundas St runs W/E

North Leg Total:

North Entering:

North Peds:

Peds Cross:

106

42

4

Heavys

Trucks

Cars

Totals

0

0

28

28

0

0

0

0

0

1

13

14

0

1

41

Heavys

Trucks

Cars

Totals

1

0

63

64

Heavys Trucks Cars Totals

26 12 837 875


0 0 54 54

25 12 708 745

1 0 15 16

26 12 777

Peds Cross:

West Peds:

West Entering:

West Leg Total:

2

815

1690

Ashland Ave

Dundas St

W

N

E

S

Dundas St

Ashland Ave

East Leg Total:

East Entering:

East Peds:

Peds Cross:

1628

854

1

Cars Trucks Heavys Totals

9 0 1 10

794 12 26 832

12 0 0 12

815 12 27


735 14 25 774

Cars

Trucks

Heavys

Totals

27

0

1

28

Cars

Trucks

Heavys

Totals

15

0

0

15

0

0

0

0

14

1

0

15

29

1

0

Peds Cross:

South Peds:

South Entering:

South Leg Total:

4

30

58

Comments


Afternoon Peak Diagram Specified Period

From:

To:

16:00:00

18:00:00

One Hour Peak

From:

To:

16:00:00

17:00:00

Municipality:

Site #:

Intersection:

TFR File #:

Count date:

London

0000000007


7

15-Nov-2016




North Leg Total:

North Entering:

North Peds:

Peds Cross:

130

91

8

Heavys

Trucks

Cars

Totals

0

0

65

65

0

0

8

8

0

0

18

18

0

0

91

Heavys

Trucks

Cars

Totals

0

0

39

39


22 6 792 820


0 0 18 18

10 13 840 863

0 0 27 27

10 13 885

Peds Cross:

West Peds:

West Entering:

West Leg Total:

2

908

1728

Ashland Ave

Dundas St

W

N

E

S

Dundas St

Ashland Ave

East Leg Total:

East Entering:

East Peds:

Peds Cross:

1693

777

5


21 0 0 21

714 6 22 742

13 1 0 14

748 7 22


891 13 12 916

Cars

Trucks

Heavys

Totals

48

1

0

49

Cars

Trucks

Heavys

Totals

13

0

0

13

0

0

0

0

33

0

2

35

46

0

2

Peds Cross:

South Peds:

South Entering:

South Leg Total:

19

48

97

Comments


Total Count Diagram

Municipality:

Site #:

Intersection:

TFR File #:

Count date:

London

0000000007


7

15-Nov-2016




North Leg Total:

North Entering:

North Peds:

Peds Cross:

366

185

29

Heavys

Trucks

Cars

Totals

0

0

122

122

0

0

9

9

0

1

53

54

0

1

184

Heavys

Trucks

Cars

Totals

1

0

180

181


79 36 2986 3101


0 0 113 113

57 50 2822 2929

1 0 69 70

58 50 3004

Peds Cross:

West Peds:

West Entering:

West Leg Total:

5

3112

6213

Ashland Ave

Dundas St

W

N

E

S

Dundas St

Ashland Ave

East Leg Total:

East Entering:

East Peds:

Peds Cross:

6114

3044

13


67 0 1 68

2813 36 79 2928

46 1 1 48

2926 37 81


2956 53 61 3070

Cars

Trucks

Heavys

Totals

124

1

2

127

Cars

Trucks

Heavys

Totals

51

0

0

51

0

0

0

0

81

2

4

87

132

2

4

Peds Cross:

South Peds:

South Entering:

South Leg Total:

39

138

265

Comments

Dundas St @ Dorinda St


From:

To:

7:00:00

9:00:00

One Hour Peak

From:

To:

7:30:00

8:30:00

Municipality:

Site #:

Intersection:

TFR File #:

Count date:

London

0000000005

Dundas St & Dorinda St

5

15-Nov-2016




North Leg Total:

North Entering:

North Peds:

Peds Cross:

44

21

9

Heavys

Trucks

Cars

Totals

0

0

11

11

0

0

10

10

0

0

21

Heavys

Trucks

Cars

Totals

1

0

22

23


25 8 765 798


0 0 14 14

20 7 778 805

20 7 792

Peds Cross:

West Peds:

West Entering:

West Leg Total:

0

819

1617

Dorinda St

Dundas St

W

N

E

S

Dundas St

East Leg Total:

East Entering:

East Peds:

Peds Cross:

1611

796

0


8 0 1 9

754 8 25 787

762 8 26


788 7 20 815

Comments



From:

To:

16:00:00

18:00:00

One Hour Peak

From:

To:

16:30:00

17:30:00

Municipality:

Site #:

Intersection:

TFR File #:

Count date:

London

0000000005


5

15-Nov-2016




North Leg Total:

North Entering:

North Peds:

Peds Cross:

91

40

18

Heavys

Trucks

Cars

Totals

0

0

28

28

0

1

11

12

0

1

39

Heavys

Trucks

Cars

Totals

0

0

51

51


16 2 795 813


0 0 32 32

11 6 810 827

11 6 842

Peds Cross:

West Peds:

West Entering:

West Leg Total:

0

859

1672

Dorinda St

Dundas St

W

N

E

S

Dundas St

East Leg Total:

East Entering:

East Peds:

Peds Cross:

1643

804

4


19 0 0 19

767 2 16 785

786 2 16


821 7 11 839

Comments


Total Count Diagram

Municipality:

Site #:

Intersection:

TFR File #:

Count date:

London

0000000005


5

15-Nov-2016




North Leg Total:

North Entering:

North Peds:

Peds Cross:

254

121

52

Heavys

Trucks

Cars

Totals

0

0

86

86

0

1

34

35

0

1

120

Heavys

Trucks

Cars

Totals

4

1

128

133


79 26 2882 2987


3 0 83 86

60 26 2858 2944

63 26 2941

Peds Cross:

West Peds:

West Entering:

West Leg Total:

0

3030

6017

Dorinda St

Dundas St

W

N

E

S

Dundas St

East Leg Total:

East Entering:

East Peds:

Peds Cross:

5927

2948

12


45 1 1 47

2796 26 79 2901

2841 27 80


2892 27 60 2979

Comments

Dundas St @ McCormick Blvd


From:

To:

7:00:00

9:00:00

One Hour Peak

From:

To:

7:30:00

8:30:00

Municipality:

Site #:

Intersection:

TFR File #:

Count date:

London

0000000006

Dundas St & McCormick Blvd

6

15-Nov-2016




North Leg Total:

North Entering:

North Peds:

Peds Cross:

26

9

2

Heavys

Trucks

Cars

Totals

0

0

5

5

0

0

4

4

0

0

9

Heavys

Trucks

Cars

Totals

0

2

15

17


31 7 824 862


0 1 7 8

26 9 781 816

26 10 788

Peds Cross:

West Peds:

West Entering:

West Leg Total:

0

824

1686

McCormick Blvd

Dundas St

W

N

E

S

Dundas St

East Leg Total:

East Entering:

East Peds:

Peds Cross:

1686

866

0


8 1 0 9

819 7 31 857

827 8 31


785 9 26 820

Comments



From:

To:

16:00:00

18:00:00

One Hour Peak

From:

To:

16:00:00

17:00:00

Municipality:

Site #:

Intersection:

TFR File #:

Count date:

London

0000000006


6

15-Nov-2016




North Leg Total:

North Entering:

North Peds:

Peds Cross:

61

33

6

Heavys

Trucks

Cars

Totals

0

0

13

13

1

0

19

20

1

0

32

Heavys

Trucks

Cars

Totals

0

0

28

28


23 6 786 815


0 0 10 10

13 8 851 872

13 8 861

Peds Cross:

West Peds:

West Entering:

West Leg Total:

3

882

1697

McCormick Blvd

Dundas St

W

N

E

S

Dundas St

East Leg Total:

East Entering:

East Peds:

Peds Cross:

1712

820

2


18 0 0 18

773 6 23 802

791 6 23


870 8 14 892

Comments


Total Count Diagram

Municipality:

Site #:

Intersection:

TFR File #:

Count date:

London

0000000006


6

15-Nov-2016




North Leg Total:

North Entering:

North Peds:

Peds Cross:

144

69

15

Heavys

Trucks

Cars

Totals

0

0

27

27

1

2

39

42

1

2

66

Heavys

Trucks

Cars

Totals

0

2

73

75


87 30 2945 3062


0 1 26 27

69 31 2956 3056

69 32 2982

Peds Cross:

West Peds:

West Entering:

West Leg Total:

3

3083

6145

McCormick Blvd

Dundas St

W

N

E

S

Dundas St

East Leg Total:

East Entering:

East Peds:

Peds Cross:

6181

3083

3


47 1 0 48

2918 30 87 3035

2965 31 87


2995 33 70 3098

Comments

King/Adelaide Ramps to and from York


From:

To:

7:00:00

9:00:00

One Hour Peak

From:

To:

7:45:00

8:45:00

Municipality:

Site #:

Intersection:

TFR File #:

Count date:

London

0000000008

King/Adelaide Ramps &

8

15-Nov-2016



** Non-Signalized Intersection ** Major Road: King/Adelaide Ramps runs N/S

North Leg Total:

North Entering:

North Peds:

Peds Cross:

46

46

2

Heavys

Trucks

Cars

Totals

0

0

46

46

0

0

0

0

0

0

46

Heavys

Trucks

Cars

Totals

0

0

0

0

From King St

W

N

E

S

To/From Adelaide

To/From York St

East Leg Total:

East Entering:

East Peds:

Peds Cross:

187

93

0


0 0 0 0

93 0 0 93

93 0 0


87 0 7 94

Cars

Trucks

Heavys

Totals

139

0

0

139

Cars

Trucks

Heavys

Totals

0

0

0

0

87

0

7

94

87

0

7

Peds Cross:

South Peds:

South Entering:

South Leg Total:

5

94

233

Comments



From:

To:

16:00:00

18:00:00

One Hour Peak

From:

To:

16:15:00

17:15:00

Municipality:

Site #:

Intersection:

TFR File #:

Count date:

London

0000000008


8

15-Nov-2016




North Leg Total:

North Entering:

North Peds:

Peds Cross:

47

47

0

Heavys

Trucks

Cars

Totals

0

0

47

47

0

0

0

0

0

0

47

Heavys

Trucks

Cars

Totals

0

0

0

0

From King St

W

N

E

S

To/From Adelaide

To/From York St

East Leg Total:

East Entering:

East Peds:

Peds Cross:

211

78

0


0 0 0 0

78 0 0 78

78 0 0


132 1 0 133

Cars

Trucks

Heavys

Totals

125

0

0

125

Cars

Trucks

Heavys

Totals

0

0

0

0

132

1

0

133

132

1

0

Peds Cross:

South Peds:

South Entering:

South Leg Total:

1

133

258

Comments


Total Count Diagram

Municipality:

Site #:

Intersection:

TFR File #:

Count date:

London

0000000008


8

15-Nov-2016




North Leg Total:

North Entering:

North Peds:

Peds Cross:

162

162

4

Heavys

Trucks

Cars

Totals

0

0

162

162

0

0

0

0

0

0

162

Heavys

Trucks

Cars

Totals

0

0

0

0

From King St

W

N

E

S

To/From Adelaide

To/From York St

East Leg Total:

East Entering:

East Peds:

Peds Cross:

693

321

0


0 0 0 0

319 1 1 321

319 1 1


358 4 10 372

Cars

Trucks

Heavys

Totals

481

1

1

483

Cars

Trucks

Heavys

Totals

0

0

0

0

358

4

10

372

358

4

10

Peds Cross:

South Peds:

South Entering:

South Leg Total:

8

372

855

Comments

Oxford St @ Beaverbrook Ave


From:

To:

7:00:00

9:00:00

One Hour Peak

From:

To:

8:00:00

9:00:00

Municipality:

Site #:

Intersection:

TFR File #:

Count date:

London

0000000001

Oxford St & Beaverbrook Ave

1

15-Nov-2016



** Non-Signalized Intersection ** Major Road: Oxford St runs W/E


46 15 833 894


31 9 1815 1855

10 0 16 26

41 9 1831

Peds Cross:

West Peds:

West Entering:

West Leg Total:

0

1881

2775

Oxford St

W

N

E

S

Oxford St

Beaverbrook Ave

East Leg Total:

East Entering:

East Peds:

Peds Cross:

3041

967

0


833 15 46 894

70 0 3 73

903 15 49


2034 9 31 2074

Cars

Trucks

Heavys

Totals

86

0

13

99

Cars

Trucks

Heavys

Totals

0

0

0

0

219

0

0

219

219

0

0

Peds Cross:

South Peds:

South Entering:

South Leg Total:

5

219

318

Comments



From:

To:

16:00:00

18:00:00

One Hour Peak

From:

To:

16:15:00

17:15:00

Municipality:

Site #:

Intersection:

TFR File #:

Count date:

London

0000000001


1

15-Nov-2016





15 8 1810 1833


21 14 1191 1226

4 0 8 12

25 14 1199

Peds Cross:

West Peds:

West Entering:

West Leg Total:

0

1238

3071

Oxford St

W

N

E

S

Oxford St

Beaverbrook Ave

East Leg Total:

East Entering:

East Peds:

Peds Cross:

3365

2000

0


1808 8 15 1831

162 0 7 169

1970 8 22


1330 14 21 1365

Cars

Trucks

Heavys

Totals

170

0

11

181

Cars

Trucks

Heavys

Totals

2

0

0

2

139

0

0

139

141

0

0

Peds Cross:

South Peds:

South Entering:

South Leg Total:

24

141

322

Comments


Total Count Diagram

Municipality:

Site #:

Intersection:

TFR File #:

Count date:

London

0000000001


1

15-Nov-2016





112 36 4861 5009


92 35 5630 5757

26 1 48 75

118 36 5678

Peds Cross:

West Peds:

West Entering:

West Leg Total:

0

5832

10841

Oxford St

W

N

E

S

Oxford St

Beaverbrook Ave

East Leg Total:

East Entering:

East Peds:

Peds Cross:

11832

5442

1


4848 35 112 4995

419 1 27 447

5267 36 139


6263 35 92 6390

Cars

Trucks

Heavys

Totals

467

2

53

522

Cars

Trucks

Heavys

Totals

13

1

0

14

633

0

0

633

646

1

0

Peds Cross:

South Peds:

South Entering:

South Leg Total:

44

647

1169

Comments

Wellington Rd @ Bond St


From:

To:

7:00:00

9:00:00

One Hour Peak

From:

To:

7:45:00

8:45:00

Municipality:

Site #:

Intersection:

TFR File #:

Count date:

London

0000000003

Wellington Rd & Bond St

3

15-Nov-2016



** Non-Signalized Intersection ** Major Road: Wellington Rd runs N/S

North Leg Total:

North Entering:

North Peds:

Peds Cross:

2287

953

1

Heavys

Trucks

Cars

Totals

0

0

1

1

27

10

911

948

0

0

4

4

27

10

916

Heavys

Trucks

Cars

Totals

27

11

1296

1334


0 0 3 3


0 0 1 1

0 0 0 0

0 0 1 1

0 0 2

Peds Cross:

West Peds:

West Entering:

West Leg Total:

3

2

5

Wellington Rd

Bond St

W

N

E

S

Bond St

Wellington Rd

East Leg Total:

East Entering:

East Peds:

Peds Cross:

33

27

9


22 0 4 26

0 0 0 0

1 0 0 1

23 0 4


6 0 0 6

Cars

Trucks

Heavys

Totals

913

10

27

950

Cars

Trucks

Heavys

Totals

2

0

0

2

1273

11

23

1307

2

0

0

2

1277

11

23

Peds Cross:

South Peds:

South Entering:

South Leg Total:

0

1311

2261

Comments



From:

To:

16:00:00

18:00:00

One Hour Peak

From:

To:

16:15:00

17:15:00

Municipality:

Site #:

Intersection:

TFR File #:

Count date:

London

0000000003


3

15-Nov-2016




North Leg Total:

North Entering:

North Peds:

Peds Cross:

2544

1422

0

Heavys

Trucks

Cars

Totals

0

1

1

2

25

5

1377

1407

0

0

13

13

25

6

1391

Heavys

Trucks

Cars

Totals

13

2

1107

1122


0 1 3 4


0 0 0 0

0 0 0 0

0 0 2 2

0 0 2

Peds Cross:

West Peds:

West Entering:

West Leg Total:

16

2

6

Wellington Rd

Bond St

W

N

E

S

Bond St

Wellington Rd

East Leg Total:

East Entering:

East Peds:

Peds Cross:

21

5

10


2 0 3 5

0 0 0 0

0 0 0 0

2 0 3


16 0 0 16

Cars

Trucks

Heavys

Totals

1379

5

25

1409

Cars

Trucks

Heavys

Totals

2

0

0

2

1105

2

10

1117

3

0

0

3

1110

2

10

Peds Cross:

South Peds:

South Entering:

South Leg Total:

1

1122

2531

Comments


Total Count Diagram

Municipality:

Site #:

Intersection:

TFR File #:

Count date:

London

0000000003


3

15-Nov-2016




North Leg Total:

North Entering:

North Peds:

Peds Cross:

8860

4318

1

Heavys

Trucks

Cars

Totals

0

1

2

3

94

28

4163

4285

0

0

30

30

94

29

4195

Heavys

Trucks

Cars

Totals

86

32

4424

4542


0 1 8 9


0 0 1 1

0 0 1 1

0 0 3 3

0 0 5

Peds Cross:

West Peds:

West Entering:

West Leg Total:

35

5

14

Wellington Rd

Bond St

W

N

E

S

Bond St

Wellington Rd

East Leg Total:

East Entering:

East Peds:

Peds Cross:

104

61

34


39 0 15 54

0 0 0 0

7 0 0 7

46 0 15


43 0 0 43

Cars

Trucks

Heavys

Totals

4173

28

94

4295

Cars

Trucks

Heavys

Totals

6

0

0

6

4384

32

71

4487

12

0

0

12

4402

32

71

Peds Cross:

South Peds:

South Entering:

South Leg Total:

3

4505

8800

Comments

Wellington St @ South St


From:

To:

7:00:00

9:00:00

One Hour Peak

From:

To:

7:30:00

8:30:00

Municipality:

Site #:

Intersection:

TFR File #:

Count date:

London

0000000002

Wellington St & South St

2

15-Nov-2016



** Non-Signalized Intersection ** Major Road: Wellington St runs N/S

North Leg Total:

North Entering:

North Peds:

Peds Cross:

2453

1018

3

Heavys

Trucks

Cars

Totals

0

0

8

8

27

9

969

1005

1

0

4

5

28

9

981

Heavys

Trucks

Cars

Totals

32

8

1395

1435


1 0 74 75


0 0 1 1

0 0 0 0

0 1 8 9

0 1 9

Peds Cross:

West Peds:

West Entering:

West Leg Total:

22

10

85

Wellington St

South St

W

N

E

S

South St

Wellington St

East Leg Total:

East Entering:

East Peds:

Peds Cross:

69

6

10


2 1 0 3

0 0 0 0

0 3 0 3

2 4 0


56 3 4 63

Cars

Trucks

Heavys

Totals

977

13

27

1017

Cars

Trucks

Heavys

Totals

66

0

1

67

1392

7

32

1431

52

3

3

58

1510

10

36

Peds Cross:

South Peds:

South Entering:

South Leg Total:

0

1556

2573

Comments



From:

To:

16:00:00

18:00:00

One Hour Peak

From:

To:

16:15:00

17:15:00

Municipality:

Site #:

Intersection:

TFR File #:

Count date:

London

0000000002


2

15-Nov-2016




North Leg Total:

North Entering:

North Peds:

Peds Cross:

2909

1712

2

Heavys

Trucks

Cars

Totals

0

1

9

10

23

4

1671

1698

0

0

4

4

23

5

1684

Heavys

Trucks

Cars

Totals

16

4

1177

1197


0 1 29 30


0 0 2 2

0 0 0 0

1 0 19 20

1 0 21

Peds Cross:

West Peds:

West Entering:

West Leg Total:

42

22

52

Wellington St

South St

W

N

E

S

South St

Wellington St

East Leg Total:

East Entering:

East Peds:

Peds Cross:

22

1

16


0 0 0 0

0 0 0 0

1 0 0 1

1 0 0


21 0 0 21

Cars

Trucks

Heavys

Totals

1691

4

24

1719

Cars

Trucks

Heavys

Totals

20

0

0

20

1175

4

16

1195

17

0

0

17

1212

4

16

Peds Cross:

South Peds:

South Entering:

South Leg Total:

2

1232

2951

Comments


Total Count Diagram

Municipality:

Site #:

Intersection:

TFR File #:

Count date:

London

0000000002


2

15-Nov-2016




North Leg Total:

North Entering:

North Peds:

Peds Cross:

9780

4980

6

Heavys

Trucks

Cars

Totals

0

1

25

26

103

28

4798

4929

2

0

23

25

105

29

4846

Heavys

Trucks

Cars

Totals

102

30

4668

4800


1 1 196 198


0 0 7 7

0 0 0 0

1 1 39 41

1 1 46

Peds Cross:

West Peds:

West Entering:

West Leg Total:

117

48

246

Wellington St

South St

W

N

E

S

South St

Wellington St

East Leg Total:

East Entering:

East Peds:

Peds Cross:

181

16

54


5 2 0 7

0 0 0 0

1 8 0 9

6 10 0


150 10 5 165

Cars

Trucks

Heavys

Totals

4838

37

104

4979

Cars

Trucks

Heavys

Totals

171

0

1

172

4656

28

102

4786

127

10

3

140

4954

38

106

Peds Cross:

South Peds:

South Entering:

South Leg Total:

2

5098

10077

Comments

Wellington Rd @ Whetter Ave


From:

To:

7:00:00

9:00:00

One Hour Peak

From:

To:

7:45:00

8:45:00

Municipality:

Site #:

Intersection:

TFR File #:

Count date:

London

0000000004

Wellington Rd & Whetter Ave

4

15-Nov-2016




North Leg Total:

North Entering:

North Peds:

Peds Cross:

2359

1044

1

Heavys

Trucks

Cars

Totals

22

11

961

994

0

0

50

50

22

11

1011

Heavys

Trucks

Cars

Totals

23

8

1284

1315

Wellington Rd

W

N

E

S

Whetter Ave

Wellington Rd

East Leg Total:

East Entering:

East Peds:

Peds Cross:

168

83

11


66 0 2 68

15 0 0 15

81 0 2


85 0 0 85

Cars

Trucks

Heavys

Totals

976

11

22

1009

Cars

Trucks

Heavys

Totals

1218

8

21

1247

35

0

0

35

1253

8

21

Peds Cross:

South Peds:

South Entering:

South Leg Total:

0

1282

2291

Comments



From:

To:

16:00:00

18:00:00

One Hour Peak

From:

To:

16:15:00

17:15:00

Municipality:

Site #:

Intersection:

TFR File #:

Count date:

London

0000000004


4

15-Nov-2016




North Leg Total:

North Entering:

North Peds:

Peds Cross:

2636

1459

0

Heavys

Trucks

Cars

Totals

18

6

1377

1401

1

0

57

58

19

6

1434

Heavys

Trucks

Cars

Totals

10

1

1166

1177

Wellington Rd

W

N

E

S

Whetter Ave

Wellington Rd

East Leg Total:

East Entering:

East Peds:

Peds Cross:

211

111

9


86 0 0 86

25 0 0 25

111 0 0


99 0 1 100

Cars

Trucks

Heavys

Totals

1402

6

18

1426

Cars

Trucks

Heavys

Totals

1080

1

10

1091

42

0

0

42

1122

1

10

Peds Cross:

South Peds:

South Entering:

South Leg Total:

2

1133

2559

Comments


Total Count Diagram

Municipality:

Site #:

Intersection:

TFR File #:

Count date:

London

0000000004


4

15-Nov-2016




North Leg Total:

North Entering:

North Peds:

Peds Cross:

9140

4507

1

Heavys

Trucks

Cars

Totals

77

30

4197

4304

3

0

200

203

80

30

4397

Heavys

Trucks

Cars

Totals

79

21

4533

4633

Wellington Rd

W

N

E

S

Whetter Ave

Wellington Rd

East Leg Total:

East Entering:

East Peds:

Peds Cross:

693

340

36


258 0 4 262

78 0 0 78

336 0 4


350 0 3 353

Cars

Trucks

Heavys

Totals

4275

30

77

4382

Cars

Trucks

Heavys

Totals

4275

21

75

4371

150

0

0

150

4425

21

75

Peds Cross:

South Peds:

South Entering:

South Leg Total:

5

4521

8903

Comments

Western Rd @ Ambleside Dr


From:

To:

7:00:00

9:00:00

One Hour Peak

From:

To:

7:45:00

8:45:00

Municipality:

Site #:

Intersection:

TFR File #:

Count date:

London

0000000009

Western Rd & Ambleside Dr

9

15-Nov-2016



** Non-Signalized Intersection ** Major Road: Western Rd runs N/S

North Leg Total:

North Entering:

North Peds:

Peds Cross:

1219

957

1

Heavys

Trucks

Cars

Totals

0

0

9

9

9

4

935

948

9

4

944

Heavys

Trucks

Cars

Totals

9

3

250

262


4 0 52 56


2 0 17 19

2 0 187 189

4 0 204

Peds Cross:

West Peds:

West Entering:

West Leg Total:

13

208

264

Western Rd

Ambleside Dr

W

N

E

S

Western Rd

Cars

Trucks

Heavys

Totals

1122

4

11

1137

Cars

Trucks

Heavys

Totals

43

0

4

47

233

3

7

243

276

3

11

Peds Cross:

South Peds:

South Entering:

South Leg Total:

1

290

1427

Comments



From:

To:

16:00:00

18:00:00

One Hour Peak

From:

To:

16:30:00

17:30:00

Municipality:

Site #:

Intersection:

TFR File #:

Count date:

London

0000000009


9

15-Nov-2016




North Leg Total:

North Entering:

North Peds:

Peds Cross:

1433

509

1

Heavys

Trucks

Cars

Totals

0

0

36

36

4

1

468

473

4

1

504

Heavys

Trucks

Cars

Totals

5

4

915

924


3 0 331 334


0 0 10 10

0 0 63 63

0 0 73

Peds Cross:

West Peds:

West Entering:

West Leg Total:

24

73

407

Western Rd

Ambleside Dr

W

N

E

S

Western Rd

Cars

Trucks

Heavys

Totals

531

1

4

536

Cars

Trucks

Heavys

Totals

295

0

3

298

905

4

5

914

1200

4

8

Peds Cross:

South Peds:

South Entering:

South Leg Total:

0

1212

1748

Comments


Total Count Diagram

Municipality:

Site #:

Intersection:

TFR File #:

Count date:

London

0000000009


9

15-Nov-2016




North Leg Total:

North Entering:

North Peds:

Peds Cross:

4835

2665

2

Heavys

Trucks

Cars

Totals

1

1

77

79

29

9

2548

2586

30

10

2625

Heavys

Trucks

Cars

Totals

34

9

2127

2170


14 1 676 691


2 0 56 58

5 0 469 474

7 0 525

Peds Cross:

West Peds:

West Entering:

West Leg Total:

57

532

1223

Western Rd

Ambleside Dr

W

N

E

S

Western Rd

Cars

Trucks

Heavys

Totals

3017

9

34

3060

Cars

Trucks

Heavys

Totals

599

0

13

612

2071

9

32

2112

2670

9

45

Peds Cross:

South Peds:

South Entering:

South Leg Total:

1

2724

5784

Comments

Count Date..

Turning Movements Count - AADT Report

Location...... HIGHBURY AVE N @ LONDON PSYCHIATRIC HOSPITAL ENTRY

LONDONMunicipality.

Thursday, June 24, 2010

Traffic signalTraffic Cont.

AADT factor.. 1.703029

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

13590

29846

Total

40%5 3

385 10 3%

10 4%405

395

9

422

826

874 31 904

1730

9

14%

56%

65

32010%

392

36

456

15

356

106 741846

Total

1674

14282

30045

535

14

3%

266

51

14512

1006

7%19%

15312

14534

6%

943

14682

15363

7%

1081

572

9%

51

52113505215

521 346

354

2%

9

12865

891

6%

13755

828 7

12%

3%

LONDON PSYCHIATRIC HOSPITALENTRY

HIGHBURY AVE N


HIGHBURY AVE N

Count Date.......


Location............. HIGHBURY AVE N @ LONDON PSYCHIATRIC HOSPITAL ENTRY



INT6717GeoID.......

08:30 AM07:30 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

833

2168

Total

50%1 1

4 0 0%

3 38%5

4

2

8

14

136 5 141

155

0

22%

0%

6

1214%

21

2

27

0

14

14 130144

Total

185

1079

Peds

2218

Peds

2

10

Peds

2

5

82

4

5%

39

6

1132

78

7%15%

1253

915

9%

82

1055

1163

7%

84

103

7%

7

78105433

96 58

59

2%

1

816

77

9%

893

41 0

10%

4%


HIGHBURY AVE N


HIGHBURY AVE N

Count Date.......





INT6717GeoID.......

01:00 PM12:00 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

943

2140

Total

0%0 0

32 0 0%

2 5%37

32

0

39

71

85 1 86

157

1

14%

50%

3

2810%

19

3

22

2

31

11 4758

Total

113

1014

Peds

2108

Peds

3

9

Peds

1

3

52

0

0%

27

4

1033

70

7%15%

1112

1028

8%

85

1021

1087

7%

73

31

23%

7

5296323

24 32

32

0%

0

878

80

8%

958

55 1

19%

1%


HIGHBURY AVE N


Count Date.......





INT6717GeoID.......

05:00 PM04:00 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1296

2574

Total

33%2 1

68 1 1%

1 1%72

69

3

73

145

35 1 36

181

0

6%

0%

4

412%

60

1

64

3

42

4 4953

Total

162

1251

Peds

2613

Peds

5

17

Peds

9

1

16

0

0%

15

2

1196

73

6%13%

1227

1347

4%

51

1284

1329

6%

78

35

3%

1

16112313

34 16

17

6%

1

1183

49

4%

1232

109 3

8%

3%


HIGHBURY AVE N


HIGHBURY AVE N

Count Date.......


Location............. HIGHBURY AVE N @ OXFORD ST E



INT1439GeoID.......

08:30 AM07:30 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1009

2447

Total

7%614 46

145 20 12%

19 13%124

165

660

143

968

1186 43 1229

2197

28

5%

3%

10

1621%

201

2

211

816

164

66 10001066

Total

2257

1295

Peds

2553

Peds

25

35

Peds

38

34

255

5

2%

136

4

977

28

3%3%

1368

1079

6%

70

1200

1353

4%

58

270

6%

16

250949132

254 148

158

6%

10

723

49

6%

772

1191 788

6%

3%

OXFORD ST E

HIGHBURY AVE N


HIGHBURY AVE N

Count Date.......





INT1439GeoID.......

02:00 PM01:00 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

963

2294

Total

8%562 52

175 26 13%

8 7%112

201

614

120

935

1160 63 1223

2158

32

4%

4%

11

2482%

265

5

276

852

253

94 9791073

Total

2454

1211

Peds

2348

Peds

34

32

Peds

70

14

237

14

6%

203

6

810

39

5%3%

1250

1044

8%

81

1061

1287

6%

76

256

14%

36

223771197

220 117

134

13%

17

603

68

10%

671

1381 820

9%

5%

OXFORD ST E

HIGHBURY AVE N


Count Date.......





INT1439GeoID.......

05:00 PM04:00 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1811

3226

Total

4%949 35

277 20 7%

6 2%251

297

984

257

1538

1123 48 1171

2709

38

4%

4%

9

3591%

245

5

254

903

364

55 15321587

Total

3108

1410

Peds

3157

Peds

24

76

Peds

182

19

184

7

4%

251

3

931

43

5%1%

1366

1860

3%

49

1675

1482

5%

72

352

5%

17

177888248

335 81

84

4%

3

1201

38

3%

1239

1521 865

3%

4%

OXFORD ST E

HIGHBURY AVE N


WATERLOO ST

Count Date.......


Location............. DUNDAS ST @ WATERLOO ST



INT2950GeoID.......

08:45 AM07:45 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

235

536

Total

9%214 20

21 0 0%

1 2%55

21

234

56

311

291 18 309

620

14

3%

6%

1

542%

38

1

39

216

55

24 292316

Total

626

236

Peds

430

Peds

50

20

Peds

21

74

74

4

5%

41

1

179

2

1%2%

294

242

3%

7

191

239

1%

3

41

7%

3

7017740

38 19

19

0%

0

126

5

4%

131

310 202

8%

6%

DUNDAS ST

WATERLOO ST


WATERLOO ST

Count Date.......





INT2950GeoID.......

02:00 PM01:00 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

209

458

Total

6%279 17

16 2 11%

0 0%32

18

296

32

346

330 27 357

703

20

15%

7%

5

363%

28

1

33

275

37

20 340360

Total

705

183

Peds

388

Peds

113

51

Peds

43

119

59

5

8%

40

3

145

6

4%8%

244

214

2%

5

192

196

7%

13

24

0%

0

5413937

24 21

23

9%

2

141

4

3%

145

345 255

6%

8%

DUNDAS ST

WATERLOO ST


Count Date.......





INT2950GeoID.......

05:00 PM04:00 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

525

1063

Total

4%356 15

49 0 0%

2 3%60

49

371

62

482

534 20 554

1036

16

11%

4%

4

1102%

33

2

37

362

112

15 434449

Total

960

392

Peds

831

Peds

90

28

Peds

55

120

163

2

1%

44

0

316

6

2%0%

523

540

3%

15

429

402

2%

10

34

0%

0

16131044

34 27

29

7%

2

355

11

3%

366

511 346

3%

4%

DUNDAS ST

WATERLOO ST


ADELAIDE ST N

Count Date.......


Location............. ADELAIDE ST N @ DUNDAS ST



INT2746GeoID.......

08:45 AM07:45 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

954

1982

Total

11%214 27

0 0 0%

1 4%25

0

241

26

267

252 16 268

535

15

4%

7%

1

00%

24

0

25

225

0

30 268298

Total

548

924

Peds

1965

Peds

0

45

Peds

40

268

1

0

0%

57

3

926

26

3%5%

984

998

4%

44

1014

951

3%

27

0

0%

0

190054

0 41

42

2%

1

929

43

4%

972

250 210

10%

6%

DUNDAS ST

ADELAIDE ST N


ADELAIDE ST N

Count Date.......





INT2746GeoID.......

02:00 PM01:00 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

747

1475

Total

8%277 25

0 0 0%

1 2%63

0

302

64

366

394 19 413

779

17

7%

5%

3

00%

41

0

44

343

0

27 301328

Total

715

677

Peds

1475

Peds

0

55

Peds

101

287

12

0

0%

26

2

652

16

2%8%

690

785

5%

38

779

696

3%

19

0

0%

0

1263624

0 56

58

3%

2

684

37

5%

721

387 326

8%

5%

DUNDAS ST

ADELAIDE ST N


Count Date.......





INT2746GeoID.......

05:15 PM04:15 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1082

2162

Total

5%271 13

0 0 0%

0 0%46

0

284

46

330

415 18 433

763

18

2%

5%

1

00%

50

0

51

362

0

13 299312

Total

725

1067

Peds

2210

Peds

0

48

Peds

77

357

0

0

0%

28

0

1037

20

2%0%

1065

1097

1%

15

1122

1088

2%

21

0

0%

0

0101728

0 71

71

0%

0

1036

15

1%

1051

413 344

4%

4%

DUNDAS ST

ADELAIDE ST N


COLBORNE ST

Count Date.......


Location............. COLBORNE ST @ DUNDAS ST



INT2896GeoID.......

08:45 AM07:45 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

564

1089

Total

13%180 27

33 6 15%

5 10%44

39

207

49

295

487 27 514

809

22

6%

7%

2

415%

33

2

35

302

43

29 264293

Total

673

424

Peds

1105

Peds

98

48

Peds

52

77

85

1

1%

47

0

364

6

2%0%

496

593

5%

29

667

438

3%

14

39

5%

2

8435847

37 123

127

3%

4

479

22

4%

501

380 280

10%

5%

DUNDAS ST

COLBORNE ST


COLBORNE ST

Count Date.......





INT2896GeoID.......

02:00 PM01:00 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

429

724

Total

8%267 23

45 1 2%

1 3%38

46

290

39

375

516 22 538

913

22

3%

5%

1

228%

30

2

31

423

24

25 315340

Total

818

280

Peds

749

Peds

152

33

Peds

56

127

57

0

0%

20

1

208

3

1%5%

285

439

2%

10

464

285

2%

5

30

3%

1

5720519

29 58

58

0%

0

369

7

2%

376

478 401

7%

4%

DUNDAS ST

COLBORNE ST


Count Date.......





INT2896GeoID.......

05:00 PM04:00 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

690

1421

Total

4%370 17

42 0 0%

0 0%52

42

387

52

481

662 27 689

1170

26

2%

5%

1

464%

49

2

50

546

48

18 436454

Total

1098

693

Peds

1385

Peds

135

66

Peds

30

136

97

0

0%

22

1

605

3

0%5%

724

697

1%

7

688

697

1%

4

45

0%

0

9760221

45 45

46

2%

1

592

5

1%

597

644 520

4%

4%

DUNDAS ST

COLBORNE ST


EGERTON ST

Count Date.......


Location............. DUNDAS ST @ EGERTON ST



INT2484GeoID.......

09:00 AM08:00 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

0

0

Total

7%517 39

41 0 0%

0 0%0

41

556

0

597

597 31 628

1225

28

4%

5%

8

00%

178

0

186

555

0

50 806856

Total

1597

219

Peds

600

Peds

11

2

Peds

28

0

0

0

0%

0

0

0

0

0%0%

0

0

0%

0

373

227

4%

8

300

4%

11

000

289 70

73

4%

3

0

0

0%

0

741 527

6%

5%

DUNDAS ST

EGERTON ST


EGERTON ST

Count Date.......





INT2484GeoID.......

02:00 PM01:00 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

0

0

Total

6%523 35

69 11 14%

0 0%0

80

558

0

638

549 34 583

1221

29

4%

6%

8

00%

189

0

197

503

0

41 741782

Total

1482

258

Peds

581

Peds

30

2

Peds

23

0

0

0

0%

0

0

0

0

0%0%

0

0

0%

0

304

277

7%

19

224

3%

6

000

218 75

80

6%

5

0

0

0%

0

700 474

5%

6%

DUNDAS ST

EGERTON ST


Count Date.......





INT2484GeoID.......

05:30 PM04:30 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

0

0

Total

3%599 16

84 1 1%

0 0%0

85

615

0

700

722 25 747

1447

25

2%

4%

4

00%

203

0

207

658

0

23 889912

Total

1777

287

Peds

678

Peds

24

1

Peds

23

0

0

0

0%

0

0

0

0

0%0%

0

0

0%

0

386

292

2%

5

297

2%

7

000

290 89

89

0%

0

0

0

0%

0

865 633

3%

3%

DUNDAS ST

EGERTON ST


ELIZABETH ST

Count Date.......


Location............. DUNDAS ST @ ELIZABETH ST


Monday, 27 May, 2013

INT2694GeoID.......

09:00 AM08:00 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

43

75

Total

8%324 27

36 4 10%

0 0%20

40

351

20

411

326 16 342

753

15

0%

5%

0

190%

11

0

11

294

19

28 344372

Total

696

55

Peds

110

Peds

58

23

Peds

18

45

13

0

0%

10

0

9

1

11%0%

32

43

0%

0

50

60

8%

5

11

9%

1

13810

10 34

35

3%

1

4

0

0%

4

324 279

8%

5%

DUNDAS ST

ELIZABETH ST


ELIZABETH ST

Count Date.......





INT2694GeoID.......

03:00 PM02:00 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

67

133

Total

6%356 22

32 3 9%

0 0%22

35

378

22

435

446 29 475

910

27

0%

7%

0

350%

13

0

13

406

35

23 401424

Total

878

58

Peds

133

Peds

112

17

Peds

53

151

35

1

3%

18

1

13

0

0%6%

66

67

0%

0

72

61

5%

3

28

0%

0

341317

28 33

34

3%

1

10

0

0%

10

454 379

5%

6%

DUNDAS ST

ELIZABETH ST


Count Date.......





INT2694GeoID.......

04:45 PM03:45 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

64

112

Total

3%371 13

28 0 0%

1 5%21

28

384

22

434

548 14 562

996

13

0%

3%

0

240%

12

0

12

471

24

14 403417

Total

924

48

Peds

158

Peds

64

23

Peds

5

68

23

1

4%

13

0

11

3

27%0%

47

65

2%

1

107

51

6%

3

20

5%

1

22813

19 68

68

0%

0

19

0

0%

19

507 458

3%

2%

DUNDAS ST

ELIZABETH ST


HIGHBURY AVE N

Count Date.......


Location............. DUNDAS ST @ HIGHBURY AVE N


Tuesday, 15 October, 2013

INT2171GeoID.......

08:45 AM07:45 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1398

2909

Total

5%591 28

38 12 24%

7 5%137

50

619

144

813

782 26 808

1621

18

12%

3%

6

1723%

46

6

52

612

178

57 859916

Total

1758

1168

Peds

2636

Peds

31

14

Peds

12

17

169

6

4%

104

18

1153

69

6%17%

1426

1483

6%

85

1381

1255

7%

87

193

6%

11

163108486

182 25

27

7%

2

1089

72

6%

1161

842 594

6%

3%

DUNDAS ST

HIGHBURY AVE N


HIGHBURY AVE N

Count Date.......





INT2171GeoID.......

01:00 PM12:00 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1118

2420

Total

5%430 21

72 8 10%

5 3%149

80

451

154

685

870 34 904

1589

22

12%

4%

10

1335%

72

7

82

590

140

37 621658

Total

1470

1032

Peds

2235

Peds

12

26

Peds

17

29

224

8

4%

63

4

953

65

7%6%

1240

1180

5%

62

1120

1115

7%

83

144

8%

12

21688859

132 86

90

4%

4

836

50

6%

886

812 568

6%

4%

DUNDAS ST

HIGHBURY AVE N


Count Date.......





INT2171GeoID.......

05:00 PM04:00 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1539

3400

Total

2%565 14

118 4 3%

2 1%176

122

579

178

879

968 35 1003

1882

22

8%

3%

9

2332%

105

5

114

680

238

21 767788

Total

1820

1569

Peds

2964

Peds

38

46

Peds

11

35

278

8

3%

116

1

1422

76

5%1%

1816

1584

3%

45

1306

1658

5%

89

93

6%

6

2701346115

87 40

45

11%

5

1130

38

3%

1168

1032 658

3%

3%

DUNDAS ST

HIGHBURY AVE N


MAITLAND ST

Count Date.......


Location............. DUNDAS ST @ MAITLAND ST


Monday, 31 October, 2011

INT2837GeoID.......

08:45 AM07:45 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

50

85

Total

11%280 34

12 2 14%

0 0%10

14

314

10

338

390 20 410

748

20

0%

5%

0

205%

5

1

5

383

21

37 303340

Total

749

25

Peds

76

Peds

87

33

Peds

63

36

13

0

0%

12

0

8

0

0%0%

33

52

4%

2

49

27

7%

2

14

21%

3

13812

11 14

14

0%

0

20

1

5%

21

409 363

11%

5%

DUNDAS ST

MAITLAND ST


MAITLAND ST

Count Date.......





INT2837GeoID.......

01:00 PM12:00 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

35

64

Total

6%392 23

14 0 0%

1 8%11

14

415

12

441

365 19 384

825

19

0%

5%

0

176%

9

1

9

348

18

24 416440

Total

815

28

Peds

74

Peds

140

109

Peds

105

107

9

0

0%

13

1

5

0

0%8%

27

37

5%

2

46

28

0%

0

12

0%

0

9512

12 27

27

0%

0

7

0

0%

7

375 329

5%

5%

DUNDAS ST

MAITLAND ST


Count Date.......





INT2837GeoID.......

05:15 PM04:15 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

25

73

Total

5%380 18

11 0 0%

0 0%9

11

398

9

418

441 17 458

876

17

0%

4%

0

80%

4

0

4

424

8

18 418436

Total

872

19

Peds

55

Peds

76

39

Peds

31

73

20

0

0%

24

0

4

0

0%0%

48

25

0%

0

36

19

0%

0

14

0%

0

20424

14 14

14

0%

0

8

0

0%

8

436 407

4%

4%

DUNDAS ST

MAITLAND ST


ONTARIO ST

Count Date.......


Location............. DUNDAS ST @ ONTARIO ST


Monday, 23 September,2013

INT2566GeoID.......

08:45 AM07:45 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

18

38

Total

8%425 39

0 0 0%

0 0%5

0

464

5

469

690 29 719

1188

20

0%

5%

0

118%

0

1

0

429

12

42 440482

Total

923

0

Peds

291

Peds

15

8

Peds

2

16

7

0

0%

12

0

0

0

0%0%

19

19

5%

1

291

0

0%

0

6

50%

3

7012

3 274

283

3%

9

2

0

0%

2

441 409

9%

4%

DUNDAS ST

ONTARIO ST


ONTARIO ST

Count Date.......





INT2566GeoID.......

01:15 PM12:15 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

38

60

Total

7%411 30

0 0 0%

1 9%10

0

441

11

452

611 30 641

1093

23

0%

5%

0

160%

0

0

0

441

16

30 436466

Total

923

0

Peds

218

Peds

31

11

Peds

9

42

5

0

0%

15

0

0

0

0%0%

20

40

5%

2

218

0

0%

0

10

0%

0

5015

10 188

195

4%

7

12

1

8%

13

457 418

6%

5%

DUNDAS ST

ONTARIO ST


Count Date.......





INT2566GeoID.......

04:45 PM03:45 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

65

87

Total

4%430 19

0 0 0%

0 0%14

0

449

14

463

883 28 911

1374

20

0%

3%

0

320%

0

0

0

585

32

21 455476

Total

1093

0

Peds

350

Peds

38

10

Peds

13

41

8

0

0%

14

1

0

0

0%7%

22

65

0%

0

350

0

0%

0

13

8%

1

8013

12 310

318

3%

8

19

0

0%

19

617 565

4%

3%

DUNDAS ST

ONTARIO ST


QUEBEC ST

Count Date.......


Location............. DUNDAS ST @ QUEBEC ST


Tuesday, 24 September,2013

INT2513GeoID.......

08:45 AM07:45 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

658

1041

Total

7%370 27

0 0 0%

12 2%522

0

397

534

931

748 33 781

1712

28

0%

5%

0

1367%

0

10

0

537

146

32 482514

Total

1197

0

Peds

0

Peds

24

8

Peds

2

17

244

5

2%

117

5

0

0

0%4%

361

680

3%

22

0

0

0%

0

0

0%

0

2390112

0 0

0

0%

0

0

0

0%

0

683 509

6%

4%

DUNDAS ST

QUEBEC ST


QUEBEC ST

Count Date.......





INT2513GeoID.......

01:15 PM12:15 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

512

830

Total

5%388 19

0 0 0%

15 4%327

0

407

342

749

721 25 746

1495

22

0%

4%

0

1852%

0

4

0

530

189

22 468490

Total

1209

0

Peds

0

Peds

20

10

Peds

2

43

216

3

1%

83

3

0

0

0%4%

299

531

4%

19

0

0

0%

0

0

0%

0

213080

0 0

0

0%

0

0

0

0%

0

719 508

4%

3%

DUNDAS ST

QUEBEC ST


Count Date.......





INT2513GeoID.......

05:00 PM04:00 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

781

1113

Total

4%396 17

0 0 0%

3 1%531

0

413

534

947

864 21 885

1832

16

0%

3%

0

2503%

0

8

0

630

258

22 457479

Total

1367

0

Peds

0

Peds

20

39

Peds

9

41

255

5

2%

66

5

0

0

0%8%

321

792

1%

11

0

0

0%

0

0

0%

0

250061

0 0

0

0%

0

0

0

0%

0

888 614

5%

2%

DUNDAS ST

QUEBEC ST


DUNDAS ST

Count Date.......


Location............. DUNDAS ST @ WILLIAM ST



INT2788GeoID.......

09:00 AM08:00 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

112

238

Total

17%258 54

48 5 9%

3 14%19

53

312

22

387

310 35 345

732

32

11%

11%

3

355%

24

2

27

283

37

60 299359

Total

706

122

Peds

240

Peds

160

116

Peds

114

195

33

2

6%

31

3

52

2

4%10%

116

122

8%

10

108

132

8%

10

16

19%

3

315028

13 28

29

3%

1

58

5

8%

63

347 251

17%

10%

WILLIAM ST

DUNDAS ST


DUNDAS ST

Count Date.......





INT2788GeoID.......

02:00 PM01:00 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

73

160

Total

15%302 54

38 8 17%

1 5%21

46

356

22

424

388 50 438

862

45

9%

12%

2

283%

20

1

22

373

29

61 341402

Total

826

77

Peds

156

Peds

150

44

Peds

66

174

44

4

9%

22

4

19

0

0%18%

85

75

3%

2

69

87

11%

10

24

13%

3

401918

21 20

21

5%

1

24

0

0%

24

424 328

15%

11%

WILLIAM ST

DUNDAS ST


Count Date.......





INT2788GeoID.......

05:30 PM04:30 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

96

236

Total

9%324 31

23 2 8%

1 5%18

25

355

19

399

523 35 558

957

31

0%

7%

0

230%

19

0

19

458

23

33 353386

Total

886

84

Peds

179

Peds

97

42

Peds

68

136

77

3

4%

18

1

44

2

5%6%

139

97

1%

1

91

88

5%

4

13

8%

1

744217

12 22

23

4%

1

55

0

0%

55

500 427

9%

6%

WILLIAM ST

DUNDAS ST


RECTORY ST

Count Date.......


Location............. DUNDAS ST @ RECTORY ST


Tuesday, 01 May, 2012

INT2618GeoID.......

08:45 AM07:45 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

10

14

Total

9%290 29

47 5 10%

0 0%5

52

319

5

376

435 20 455

831

18

20%

5%

2

50%

8

0

10

385

5

29 404433

Total

833

55

Peds

242

Peds

5

1

Peds

4

0

2

1

50%

2

0

0

0

0%0%

4

10

0%

0

180

62

11%

7

112

0%

0

102

112 67

68

1%

1

0

0

0%

0

400 367

7%

4%

DUNDAS ST

RECTORY ST


RECTORY ST

Count Date.......





INT2618GeoID.......

01:45 PM12:45 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

12

25

Total

9%193 20

107 4 4%

2 50%2

111

213

4

328

280 19 299

627

16

0%

7%

0

70%

7

0

7

227

7

26 211237

Total

478

118

Peds

214

Peds

23

9

Peds

10

0

5

0

0%

2

2

4

0

0%100%

11

14

14%

2

92

122

3%

4

22

18%

4

540

18 64

67

4%

3

3

0

0%

3

241 211

11%

6%

DUNDAS ST

RECTORY ST


Count Date.......





INT2618GeoID.......

05:30 PM04:30 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

10

34

Total

6%216 13

129 1 1%

0 0%6

130

229

6

365

331 15 346

711

14

0%

6%

0

10%

10

0

10

234

1

18 240258

Total

503

145

Peds

272

Peds

24

16

Peds

11

0

12

1

8%

6

0

6

0

0%0%

24

10

0%

0

126

146

1%

1

23

22%

5

1166

18 100

100

0%

0

3

0

0%

3

245 220

7%

4%

DUNDAS ST

RECTORY ST


CLARENCE ST

Count Date.......


Location............. CLARENCE ST @ DUFFERIN AVE



INT2861GeoID.......

09:00 AM08:00 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

101

177

Total

3%342 11

80 0 0%

2 4%54

80

353

56

489

318 9 327

816

8

3%

3%

3

90%

103

0

106

230

9

11 368379

Total

724

205

Peds

327

Peds

57

44

Peds

116

49

42

0

0%

5

0

26

4

15%0%

73

104

3%

3

115

212

3%

7

21

0%

0

42225

21 54

55

2%

1

38

1

3%

39

345 222

3%

3%

DUFFERIN AVE

CLARENCE ST


CLARENCE ST

Count Date.......





INT2861GeoID.......

01:15 PM12:15 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

92

155

Total

4%163 6

16 0 0%

1 3%30

16

169

31

216

282 16 298

514

8

0%

4%

0

160%

54

0

54

213

16

6 207213

Total

496

94

Peds

237

Peds

114

85

Peds

219

102

26

1

4%

9

0

25

1

4%0%

60

95

3%

3

142

95

1%

1

35

0%

0

25249

35 52

59

12%

7

46

2

4%

48

283 205

3%

5%

DUFFERIN AVE

CLARENCE ST


Count Date.......





INT2861GeoID.......

05:00 PM04:00 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

133

236

Total

2%311 6

40 0 0%

0 0%34

40

317

34

391

542 8 550

941

5

2%

1%

1

40%

59

0

60

403

4

8 401409

Total

876

141

Peds

425

Peds

49

42

Peds

114

69

37

1

3%

19

0

44

2

5%0%

100

136

2%

3

281

144

2%

3

73

3%

2

364219

71 108

110

2%

2

95

3

3%

98

467 398

2%

1%

DUFFERIN AVE

CLARENCE ST


CLARENCE ST

Count Date.......


Location............. CLARENCE ST @ DUNDAS ST



INT3022GeoID.......

09:00 AM08:00 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

130

300

Total

16%68 13

2 0 0%

1 13%7

2

81

8

91

311 28 339

430

25

8%

8%

1

10%

11

0

12

301

1

32 81113

Total

427

153

Peds

327

Peds

147

90

Peds

78

173

17

1

6%

7

0

141

1

1%0%

165

135

4%

5

172

155

1%

2

25

76%

19

161407

6 19

21

10%

2

122

4

3%

126

314 276

28%

8%

DUNDAS ST

CLARENCE ST


CLARENCE ST

Count Date.......





INT3022GeoID.......

01:30 PM12:30 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

131

272

Total

8%131 11

9 0 0%

1 11%8

9

142

9

160

224 32 256

416

28

13%

13%

1

109%

7

1

8

219

11

28 154182

Total

420

125

Peds

294

Peds

353

145

Peds

236

427

16

1

6%

10

1

113

4

4%10%

139

133

2%

2

164

130

4%

5

30

53%

16

151099

14 18

21

14%

3

113

0

0%

113

238 191

15%

13%

DUNDAS ST

CLARENCE ST


Count Date.......





INT3022GeoID.......

05:30 PM04:30 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

160

382

Total

5%159 9

3 0 0%

0 0%3

3

168

3

174

269 25 294

468

25

0%

11%

0

60%

1

0

1

230

6

27 178205

Total

442

175

Peds

378

Peds

177

134

Peds

117

331

40

0

0%

10

0

172

1

1%0%

222

160

0%

0

202

176

1%

1

27

67%

18

4017110

9 24

24

0%

0

151

0

0%

151

237 205

13%

9%

DUNDAS ST

CLARENCE ST


Count Date.......


Location............. CLARENCE ST @ KING ST



INT3093GeoID.......

08:45 AM07:45 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

233

379

Total

0%0 0

0 0 0%

0 0%0

0

0

0

0

1006 21 1027

1027

19

0%

2%

0

544%

56

2

56

886

56

0 00

Total

998

149

Peds

458

Peds

78

54

Peds

103

82

31

0

0%

0

0

95

2

2%0%

126

253

8%

20

307

151

1%

2

0

0%

0

31930

0 108

110

2%

2

179

18

9%

197

998 867

0%

2%


Count Date.......





INT3093GeoID.......

01:15 PM12:15 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

189

334

Total

0%0 0

0 0 0%

0 0%0

0

0

0

0

618 26 644

644

21

3%

4%

1

520%

37

0

38

536

52

0 00

Total

626

124

Peds

352

Peds

226

199

Peds

548

364

38

3

8%

0

0

88

1

1%0%

126

208

9%

19

226

126

2%

2

0

0%

0

35870

0 68

70

3%

2

137

19

12%

156

626 515

0%

4%


Count Date.......





INT3093GeoID.......

05:30 PM04:30 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

194

469

Total

0%0 0

0 0 0%

0 0%0

0

0

0

0

774 21 795

795

18

2%

3%

2

693%

85

2

87

663

71

0 00

Total

821

295

Peds

529

Peds

192

152

Peds

270

202

44

1

2%

0

0

214

4

2%0%

258

211

8%

17

228

301

2%

6

0

0%

0

432100

0 86

88

2%

2

125

15

11%

140

821 645

0%

3%


CLARENCE ST

Count Date.......


Location............. CLARENCE ST @ QUEENS AVE



INT2956GeoID.......

08:45 AM07:45 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

206

324

Total

4%831 33

75 0 0%

1 1%105

75

864

106

1045

0 0 0

1045

0

0%

0%

0

00%

0

0

0

0

0

37 899936

Total

936

161

Peds

307

Peds

109

87

Peds

106

60

0

0

0%

29

2

88

2

2%7%

117

207

0%

1

144

163

1%

2

43

5%

2

08627

41 0

0

0%

0

101

0

0%

101

0 0

4%

0%

QUEENS AVE

CLARENCE ST


CLARENCE ST

Count Date.......





INT2956GeoID.......

12:15 PM11:15 AM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

134

283

Total

5%594 31

45 1 2%

1 1%66

46

625

67

738

0 0 0

738

0

0%

0%

0

00%

0

0

0

0

0

33 699732

Total

732

137

Peds

269

Peds

235

141

Peds

213

132

0

0

0%

50

2

95

3

3%4%

145

138

3%

4

128

141

3%

4

57

0%

0

09248

57 0

0

0%

0

68

3

4%

71

0 0

5%

0%

QUEENS AVE

CLARENCE ST


Count Date.......





INT2956GeoID.......

05:00 PM04:00 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

242

489

Total

2%1020 19

80 0 0%

3 2%148

80

1039

151

1270

0 0 0

1270

0

0%

0%

0

00%

0

0

0

0

0

20 11371157

Total

1157

265

Peds

440

Peds

132

98

Peds

158

83

0

0

0%

48

1

191

6

3%2%

239

250

3%

8

169

271

2%

6

70

0%

0

018547

70 0

0

0%

0

94

5

5%

99

0 0

2%

0%

QUEENS AVE

CLARENCE ST


CLARENCE ST

Count Date.......


Location............. CLARENCE ST @ YORK ST



INT3199GeoID.......

08:45 AM07:45 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

365

494

Total

2%508 12

0 0 0%

14 8%166

0

520

180

700

858 9 867

1567

8

0%

1%

0

1931%

0

2

0

785

195

12 560572

Total

1552

0

Peds

27

Peds

69

24

Peds

22

26

67

1

1%

46

0

0

0

0%0%

113

381

4%

16

27

0

0%

0

6

0%

0

66046

6 15

15

0%

0

6

0

0%

6

980 777

2%

1%

YORK ST

CLARENCE ST


CLARENCE ST

Count Date.......





INT3199GeoID.......

01:00 PM12:00 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

132

280

Total

2%404 9

0 0 0%

12 15%66

0

413

78

491

453 9 462

953

7

0%

2%

0

633%

0

2

0

377

65

11 475486

Total

928

0

Peds

27

Peds

83

37

Peds

63

31

71

2

3%

63

1

0

0

0%2%

134

146

10%

14

27

0

0%

0

10

10%

1

69062

9 14

14

0%

0

3

0

0%

3

442 370

2%

2%

YORK ST

CLARENCE ST


Count Date.......





INT3199GeoID.......

05:00 PM04:00 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

155

541

Total

1%847 10

0 0 0%

15 14%91

0

857

106

963

705 13 718

1681

9

0%

2%

0

535%

0

3

0

510

56

11 10561067

Total

1633

0

Peds

61

Peds

95

37

Peds

37

38

173

4

2%

195

1

0

0

0%1%

368

173

10%

18

61

0

0%

0

15

0%

0

1690194

15 35

35

0%

0

11

0

0%

11

566 501

1%

2%

YORK ST

CLARENCE ST


ADELAIDE ST N

Count Date.......


Location............. ADELAIDE ST N @ CHEAPSIDE ST


Wednesday, 30 September,2015

INT1579GeoID.......

09:00 AM08:00 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

701

1873

Total

3%245 8

75 3 4%

1 2%47

78

253

48

379

354 7 361

740

5

8%

3%

2

973%

23

3

25

199

100

10 439449

Total

773

906

Peds

1602

Peds

20

28

Peds

25

21

104

1

1%

188

1

843

35

4%1%

1135

738

5%

37

656

946

4%

40

8

13%

1

103808187

7 57

58

2%

1

557

33

6%

590

324 194

2%

2%

CHEAPSIDE ST

ADELAIDE ST N

Page 1 of 3Monday, October 16, 2017

ADELAIDE ST N

Count Date.......





INT1579GeoID.......

01:00 PM12:00 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

922

1920

Total

5%165 8

100 1 1%

2 3%65

101

173

67

341

331 5 336

677

4

4%

2%

1

1170%

22

0

23

172

117

12 267279

Total

591

898

Peds

1806

Peds

30

31

Peds

40

34

88

1

1%

74

3

802

26

3%4%

964

956

4%

34

880

926

3%

28

32

3%

1

8777671

31 76

76

0%

0

740

32

4%

772

312 168

4%

1%

CHEAPSIDE ST

ADELAIDE ST N


Count Date.......





INT1579GeoID.......

05:15 PM04:15 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1486

2644

Total

3%273 8

118 0 0%

0 0%125

118

281

125

524

563 8 571

1095

7

5%

2%

2

2031%

36

2

38

350

205

9 394403

Total

996

1031

Peds

2355

Peds

20

33

Peds

48

33

128

1

1%

98

0

904

27

3%0%

1133

1511

2%

25

1295

1060

3%

29

24

4%

1

12787798

23 93

93

0%

0

1155

23

2%

1178

593 343

2%

1%

CHEAPSIDE ST

ADELAIDE ST N


ADELAIDE ST N

Count Date.......


Location............. ADELAIDE ST N @ HURON ST



INT1250GeoID.......

08:30 AM07:30 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

847

2468

Total

1%233 3

204 7 3%

16 6%237

211

236

253

700

489 15 504

1204

3

0%

2%

0

857%

37

6

37

151

91

4 376380

Total

659

1454

Peds

2205

Peds

25

21

Peds

12

42

222

7

3%

110

1

1241

28

2%1%

1573

895

5%

48

716

1489

2%

35

34

0%

0

2151213109

34 126

131

4%

5

525

26

5%

551

279 148

1%

3%

HURON ST

ADELAIDE ST N


ADELAIDE ST N

Count Date.......





INT1250GeoID.......

01:15 PM12:15 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

941

1913

Total

3%142 4

172 4 2%

9 5%159

176

146

168

490

468 7 475

965

2

0%

2%

0

724%

25

3

25

119

75

5 226231

Total

450

892

Peds

1860

Peds

37

23

Peds

52

55

179

5

3%

47

0

717

22

3%0%

943

970

3%

29

942

918

3%

26

38

3%

1

17469547

37 177

177

0%

0

710

17

2%

727

219 117

2%

1%

HURON ST

ADELAIDE ST N


Count Date.......





INT1250GeoID.......

05:30 PM04:30 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1723

2869

Total

3%166 5

161 4 2%

8 3%248

165

171

256

592

643 5 648

1240

1

9%

0%

2

2093%

21

6

23

241

215

6 271277

Total

756

986

Peds

2511

Peds

52

32

Peds

91

75

227

3

1%

68

1

822

19

2%1%

1117

1752

2%

29

1500

1011

2%

25

38

0%

0

22480367

38 179

180

1%

1

1266

15

1%

1281

479 240

2%

1%

HURON ST

ADELAIDE ST N


ADELAIDE ST N

Count Date.......


Location............. ADELAIDE ST N @ WINDERMERE RD



INT798GeoID.......

08:45 AM07:45 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

698

1765

Total

14%6 1

2 0 0%

0 0%0

2

7

0

9

24 2 26

35

1

0%

17%

0

1524%

1

6

1

6

158

22 575597

Total

762

825

Peds

1840

Peds

4

5

Peds

10

5

3

0

0%

187

5

835

13

2%3%

1025

740

6%

42

1002

838

2%

13

403

4%

16

3822182

387 16

17

6%

1

546

36

6%

582

165 5

4%

8%

WINDERMERE RD

ADELAIDE ST N


ADELAIDE ST N

Count Date.......





INT798GeoID.......

12:45 PM11:45 AM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

817

1664

Total

0%4 0

5 0 0%

1 7%13

5

4

14

23

32 1 33

56

0

0%

0%

0

1202%

0

2

0

6

122

6 410416

Total

544

663

Peds

1682

Peds

1

6

Peds

2

3

13

0

0%

132

2

676

18

3%2%

821

843

3%

26

1001

681

3%

18

280

1%

4

13658130

276 13

14

7%

1

684

23

3%

707

128 6

1%

3%

WINDERMERE RD

ADELAIDE ST N


Count Date.......





INT798GeoID.......

05:30 PM04:30 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1598

2559

Total

0%9 0

11 0 0%

0 0%16

11

9

16

36

79 0 79

115

0

0%

0%

0

2270%

0

0

0

14

227

7 491498

Total

739

802

Peds

2601

Peds

6

6

Peds

1

3

24

0

0%

117

2

806

16

2%2%

947

1612

1%

14

1783

818

2%

16

372

1%

5

24790115

367 41

41

0%

0

1355

14

1%

1369

241 14

1%

0%

WINDERMERE RD

ADELAIDE ST N


ADELAIDE ST N

Count Date.......


Location............. ADELAIDE ST N @ FANSHAWE PARK RD E



INT337GeoID.......

08:45 AM07:45 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

478

1611

Total

5%512 28

159 5 3%

5 8%56

164

540

61

765

904 31 935

1700

25

4%

4%

17

588%

428

5

445

672

63

53 898951

Total

2131

1336

Peds

2126

Peds

30

30

Peds

44

62

202

2

1%

120

6

773

24

3%5%

1095

516

7%

38

744

1382

3%

46

291

7%

19

200749114

272 57

61

7%

4

364

28

7%

392

1180 647

6%

3%

FANSHAWE PARK RD E

ADELAIDE ST N


ADELAIDE ST N

Count Date.......





INT337GeoID.......

01:00 PM12:00 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

514

1130

Total

4%523 19

79 7 8%

5 8%61

86

542

66

694

658 35 693

1387

24

2%

5%

6

984%

323

4

329

478

102

35 9781013

Total

1922

746

Peds

1569

Peds

21

34

Peds

44

57

129

3

2%

118

5

351

7

2%4%

598

532

3%

18

803

766

3%

20

353

3%

11

126344113

342 78

86

9%

8

355

9

2%

364

909 454

3%

5%

FANSHAWE PARK RD E

ADELAIDE ST N


Count Date.......





INT337GeoID.......

05:45 PM04:45 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1096

1840

Total

0%808 3

106 0 0%

1 1%113

106

811

114

1031

871 20 891

1922

19

3%

3%

10

1331%

369

1

379

605

134

15 13741389

Total

2507

910

Peds

2341

Peds

11

17

Peds

21

50

165

1

1%

135

1

438

3

1%1%

738

1102

1%

6

1418

923

1%

13

443

2%

11

164435134

432 121

121

0%

0

850

4

0%

854

1118 586

1%

2%

FANSHAWE PARK RD E

ADELAIDE ST N


NORTH CENTRE RD

Count Date.......


Location............. FANSHAWE PARK RD E @ NORTH CENTRE RD



INT556GeoID.......

09:00 AM08:00 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

164

415

Total

7%752 53

213 6 3%

1 1%90

219

805

91

1115

956 63 1019

2134

58

9%

7%

2

1810%

21

2

23

790

20

58 833891

Total

1724

301

Peds

501

Peds

9

0

Peds

6

0

144

1

1%

36

1

67

0

0%3%

247

168

2%

4

192

309

3%

8

50

8%

4

1436735

46 81

85

5%

4

56

1

2%

57

833 732

7%

6%

FANSHAWE PARK RD E

NORTH CENTRE RD


NORTH CENTRE RD

Count Date.......





INT556GeoID.......

01:00 PM12:00 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

303

628

Total

8%711 60

207 2 1%

5 5%97

209

771

102

1082

922 67 989

2071

63

1%

9%

1

550%

91

0

92

719

55

65 934999

Total

1865

433

Peds

906

Peds

23

18

Peds

13

5

134

2

1%

48

1

137

2

1%2%

319

309

2%

6

468

438

1%

5

180

2%

4

13213547

176 134

136

1%

2

151

1

1%

152

866 656

7%

7%

FANSHAWE PARK RD E

NORTH CENTRE RD


Count Date.......





INT556GeoID.......

04:45 PM03:45 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

398

729

Total

6%875 51

212 1 0%

3 2%146

213

926

149

1289

1198 52 1250

2539

46

1%

5%

1

470%

87

0

88

845

47

53 11051158

Total

2138

425

Peds

1070

Peds

14

30

Peds

21

26

166

3

2%

34

1

126

0

0%3%

326

403

1%

5

643

427

0%

2

198

1%

1

16312633

197 235

238

1%

3

205

2

1%

207

980 799

5%

4%

FANSHAWE PARK RD E

NORTH CENTRE RD


WHARNCLIFFE RD N

Count Date.......


Location............. MOUNT PLEASANT AVE @ WHARNCLIFFE RD N


Wednesday, 25 March, 2015

INT3003GeoID.......

08:45 AM07:45 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

876

1606

Total

0%5 0

5 0 0%

0 0%3

5

5

3

13

5 1 6

19

0

2%

0%

1

329%

41

3

42

4

35

0 4646

Total

127

711

Peds

1616

Peds

3

7

Peds

9

5

1

1

100%

20

0

681

16

2%0%

702

904

3%

28

888

728

2%

17

21

0%

0

066520

21 1

1

0%

0

841

25

3%

866

81 4

0%

17%

MOUNT PLEASANT AVE

WHARNCLIFFE RD N

Page 1 of 3Thursday, October 26, 2017

WHARNCLIFFE RD N

Count Date.......





INT3003GeoID.......

12:45 PM11:45 AM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

713

1391

Total

0%3 0

4 0 0%

0 0%1

4

3

1

8

4 0 4

12

0

0%

0%

0

90%

16

0

16

0

9

1 2930

Total

55

655

Peds

1400

Peds

6

7

Peds

9

2

2

0

0%

14

1

649

14

2%7%

665

726

2%

13

731

669

2%

14

13

0%

0

263513

13 2

2

0%

0

703

13

2%

716

25 0

3%

0%

MOUNT PLEASANT AVE

WHARNCLIFFE RD N


Count Date.......





INT3003GeoID.......

05:15 PM04:15 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1016

1890

Total

0%0 0

21 0 0%

0 0%14

21

0

14

35

12 0 12

47

0

5%

0%

1

220%

20

0

21

1

22

0 6565

Total

109

848

Peds

1900

Peds

4

8

Peds

8

12

3

0

0%

33

0

822

15

2%0%

858

1032

2%

16

1036

864

2%

16

32

0%

0

380733

32 8

8

0%

0

980

16

2%

996

44 1

0%

0%

MOUNT PLEASANT AVE

WHARNCLIFFE RD N


WHARNCLIFFE RD N

Count Date.......


Location............. RIVERSIDE DR @ WHARNCLIFFE RD N



INT3110GeoID.......

08:45 AM07:45 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

794

1460

Total

7%277 22

134 8 6%

5 8%60

142

299

65

506

1343 32 1375

1881

19

0%

2%

1

630%

216

0

217

1159

63

32 584616

Total

2055

841

Peds

1930

Peds

14

9

Peds

11

11

134

11

8%

13

2

499

8

2%15%

646

814

2%

20

1072

858

2%

17

304

3%

8

12349111

296 80

82

2%

2

671

15

2%

686

1439 1140

5%

2%

RIVERSIDE DR

WHARNCLIFFE RD N


WHARNCLIFFE RD N

Count Date.......





INT3110GeoID.......

01:15 PM12:15 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

692

1357

Total

4%302 12

144 7 5%

9 15%53

151

314

62

527

541 28 569

1096

17

1%

4%

2

410%

212

0

214

412

41

19 605624

Total

1291

873

Peds

1864

Peds

32

18

Peds

14

14

95

7

7%

16

2

531

14

3%13%

642

715

3%

23

968

896

3%

23

294

2%

5

8851714

289 58

62

6%

4

598

14

2%

612

667 395

3%

5%

RIVERSIDE DR

WHARNCLIFFE RD N


Count Date.......





INT3110GeoID.......

05:30 PM04:30 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1001

1799

Total

1%1218 11

251 3 1%

7 6%108

254

1229

115

1598

535 28 563

2161

16

1%

4%

2

370%

321

0

323

427

37

15 15561571

Total

2358

1210

Peds

2440

Peds

42

24

Peds

25

27

96

8

8%

34

0

653

15

2%0%

784

1015

1%

14

1210

1230

2%

20

308

1%

4

8863834

304 36

40

10%

4

855

7

1%

862

787 411

1%

5%

RIVERSIDE DR

WHARNCLIFFE RD N


RIDOUT ST N

Count Date.......


Location............. DUNDAS ST @ RIDOUT ST N


Tuesday, 24 March, 2015

INT3145GeoID.......

08:45 AM07:45 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

3

182

Total

0%8 0

25 7 22%

0 0%2

32

8

2

42

0 0 0

42

0

2%

0%

29

10%

1212

0

1241

0

1

0 1010

Total

1252

1412

Peds

1450

Peds

68

38

Peds

65

37

0

0

0%

2

0

177

2

1%0%

179

3

0%

0

0

1450

3%

38

0

0%

0

01752

0 0

0

0%

0

0

0

0%

0

1242 0

0%

0%

DUNDAS ST

RIDOUT ST N

Page 1 of 4Thursday, April 21, 2016

RIDOUT ST N

Count Date.......





INT3145GeoID.......

08:45 AM07:45 AM

Full Study

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

3

182

Total

0%8 0

25 7 22%

0 0%2

32

8

2

42

0 0 0

42

0

2%

0%

29

10%

1212

0

1241

0

1

0 1010

Total

1252

1412

Peds

1450

Peds

68

38

Peds

65

37

0

0

0%

2

0

177

2

1%0%

179

3

0%

0

0

1450

3%

38

0

0%

0

01752

0 0

0

0%

0

0

0

0%

0

1242 0

0%

0%

DUNDAS ST

RIDOUT ST N


RIDOUT ST N

Count Date.......





INT3145GeoID.......

01:30 PM12:30 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

0

208

Total

0%3 0

65 7 10%

0 0%0

72

3

0

75

0 0 0

75

0

3%

0%

18

00%

516

0

534

0

0

0 66

Total

540

785

Peds

811

Peds

40

16

Peds

32

22

0

0

0%

3

0

205

1

0%0%

208

0

0%

0

0

811

3%

26

0

0%

0

02043

0 0

0

0%

0

0

0

0%

0

534 0

0%

0%

DUNDAS ST

RIDOUT ST N


Count Date.......





INT3145GeoID.......

05:15 PM04:15 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

0

386

Total

0%21 0

78 7 8%

0 0%0

85

21

0

106

0 0 0

106

0

4%

0%

24

00%

536

0

560

0

0

0 2323

Total

583

999

Peds

1031

Peds

70

42

Peds

24

45

0

0

0%

2

0

384

0

0%0%

386

0

0%

0

1

1030

3%

31

0

0%

0

03842

0 0

0

0%

0

0

0

0%

0

560 0

0%

0%

DUNDAS ST

RIDOUT ST N


TALBOT ST

Count Date.......


Location............. KING ST @ TALBOT ST



INT3196GeoID.......

08:45 AM07:45 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

688

944

Total

0%0 0

0 0 0%

0 0%0

0

0

0

0

1237 12 1249

1249

11

0%

1%

0

3156%

28

20

28

1034

335

0 00

Total

1397

124

Peds

590

Peds

86

102

Peds

84

74

131

1

1%

0

0

97

1

1%0%

228

716

4%

28

465

125

1%

1

0

0%

0

130960

0 84

84

0%

0

373

8

2%

381

1397 1023

0%

1%

KING ST

TALBOT ST


TALBOT ST

Count Date.......





INT3196GeoID.......

08:45 AM07:45 AM

Full Study

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

688

944

Total

0%0 0

0 0 0%

0 0%0

0

0

0

0

1237 12 1249

1249

11

0%

1%

0

3156%

28

20

28

1034

335

0 00

Total

1397

124

Peds

590

Peds

86

102

Peds

84

74

131

1

1%

0

0

97

1

1%0%

228

716

4%

28

465

125

1%

1

0

0%

0

130960

0 84

84

0%

0

373

8

2%

381

1397 1023

0%

1%

KING ST

TALBOT ST


TALBOT ST

Count Date.......





INT3196GeoID.......

01:30 PM12:30 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

364

643

Total

0%0 0

0 0 0%

0 0%0

0

0

0

0

594 6 600

600

4

0%

1%

0

15510%

26

17

26

437

172

0 00

Total

635

187

Peds

468

Peds

107

108

Peds

140

217

96

2

2%

0

0

161

0

0%0%

257

386

6%

22

281

187

0%

0

0

0%

0

941610

0 67

67

0%

0

209

5

2%

214

635 433

0%

1%

KING ST

TALBOT ST


Count Date.......





INT3196GeoID.......

05:15 PM04:15 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

449

769

Total

0%0 0

0 0 0%

0 0%0

0

0

0

0

665 4 669

669

3

0%

1%

0

17111%

39

21

39

505

192

0 00

Total

736

239

Peds

590

Peds

89

109

Peds

143

147

95

1

1%

0

0

200

0

0%0%

295

474

5%

25

351

239

0%

0

0

0%

0

942000

0 69

69

0%

0

278

4

1%

282

736 502

0%

1%

KING ST

TALBOT ST


RIDOUT ST N

Count Date.......


Location............. KING ST @ RIDOUT ST N



INT3233GeoID.......

08:45 AM07:45 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

0

1432

Total

0%0 0

0 0 0%

0 0%0

0

0

0

0

1393 31 1424

1424

0

11%

0%

1

00%

8

0

9

217

0

0 121121

Total

347

327

Peds

551

Peds

19

49

Peds

41

47

1017

30

3%

92

0

323

4

1%0%

1432

0

0%

0

219

332

2%

5

29

0%

0

98731992

29 189

190

1%

1

0

0

0%

0

226 217

0%

2%

KING ST

RIDOUT ST N


RIDOUT ST N

Count Date.......





INT3233GeoID.......

08:45 AM07:45 AM

Full Study

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

0

1432

Total

0%0 0

0 0 0%

0 0%0

0

0

0

0

1393 31 1424

1424

0

11%

0%

1

00%

8

0

9

217

0

0 121121

Total

347

327

Peds

551

Peds

19

49

Peds

41

47

1017

30

3%

92

0

323

4

1%0%

1432

0

0%

0

219

332

2%

5

29

0%

0

98731992

29 189

190

1%

1

0

0

0%

0

226 217

0%

2%

KING ST

RIDOUT ST N


RIDOUT ST N

Count Date.......





INT3233GeoID.......

01:30 PM12:30 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

0

808

Total

0%0 0

0 0 0%

0 0%0

0

0

0

0

620 22 642

642

0

0%

0%

0

00%

16

0

16

58

0

0 5656

Total

130

313

Peds

458

Peds

16

29

Peds

22

127

459

20

4%

44

0

305

8

3%0%

808

0

0%

0

137

321

2%

8

12

0%

0

43929744

12 123

125

2%

2

0

0

0%

0

74 58

0%

3%

KING ST

RIDOUT ST N


Count Date.......





INT3233GeoID.......

05:00 PM04:00 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

0

999

Total

0%0 0

0 0 0%

0 0%0

0

0

0

0

658 22 680

680

0

0%

0%

0

00%

38

0

38

88

0

0 8484

Total

210

493

Peds

639

Peds

30

88

Peds

32

118

466

21

5%

72

0

461

7

2%0%

999

0

0%

0

139

500

1%

7

12

0%

0

44545472

12 125

126

1%

1

0

0

0%

0

126 88

0%

3%

KING ST

RIDOUT ST N


WELLINGTON RD

Count Date.......


Location............. WATERMAN AVE@WELLINGTON RD



INT4892GeoID.......

08:45 AM07:45 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1554

2837

Total

0%0 0

15 1 6%

1 8%12

16

0

13

29

116 2 118

147

0

0%

0%

0

238%

9

2

9

0

25

1 6768

Total

102

1109

Peds

2838

Peds

0

4

Peds

0

2

51

0

0%

34

1

1134

49

4%3%

1220

1617

4%

63

1679

1159

4%

50

34

0%

0

51108533

34 65

67

3%

2

1518

60

4%

1578

34 0

1%

2%

WATERMAN AVE

WELLINGTON RD


WELLINGTON RD

Count Date.......





INT4892GeoID.......

05:00 PM04:00 PM

Full Study

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1645

3749

Total

0%1 0

118 1 1%

2 2%110

119

1

112

232

32 1 33

265

0

3%

0%

1

350%

32

0

33

0

35

2 4850

Total

118

2156

Peds

3764

Peds

1

26

Peds

3

3

11

1

9%

24

1

2033

27

1%4%

2069

1680

2%

35

1579

2185

1%

29

25

4%

1

10200623

24 22

22

0%

0

1499

33

2%

1532

68 0

4%

3%

WATERMAN AVE

WELLINGTON RD


WELLINGTON RD

Count Date.......





INT4892GeoID.......

01:30 PM12:30 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1425

3041

Total

0%0 0

23 2 8%

3 8%37

25

0

40

65

87 6 93

158

0

4%

0%

1

303%

22

1

23

3

31

3 4346

Total

103

1499

Peds

3036

Peds

5

16

Peds

1

3

36

3

8%

23

2

1503

49

3%9%

1562

1479

4%

54

1485

1551

3%

52

23

4%

1

33145421

22 51

54

6%

3

1358

50

4%

1408

57 3

7%

6%

WATERMAN AVE

WELLINGTON RD


Count Date.......





INT4892GeoID.......

05:00 PM04:00 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1645

3749

Total

0%1 0

118 1 1%

2 2%110

119

1

112

232

32 1 33

265

0

3%

0%

1

350%

32

0

33

0

35

2 4850

Total

118

2156

Peds

3764

Peds

1

26

Peds

3

3

11

1

9%

24

1

2033

27

1%4%

2069

1680

2%

35

1579

2185

1%

29

25

4%

1

10200623

24 22

22

0%

0

1499

33

2%

1532

68 0

4%

3%

WATERMAN AVE

WELLINGTON RD


WELLINGTON RD S

Count Date.......


Location............. GRAND AVE @ WELLINGTON RD S


Wednesday, 28 October,2015

INT3829GeoID.......

08:30 AM07:30 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1538

2595

Total

0%0 0

4 0 0%

0 0%5

4

0

5

9

5 0 5

14

0

3%

0%

2

2952%

73

6

75

1

301

2 3133

Total

411

1023

Peds

2382

Peds

13

3

Peds

6

1

4

0

0%

7

1

981

35

4%14%

992

1603

4%

65

1322

1060

3%

37

25

4%

1

49466

24 0

0

0%

0

1238

59

5%

1297

378 1

6%

0%

GRAND AVE

WELLINGTON RD S


WELLINGTON RD S

Count Date.......





INT3829GeoID.......

05:00 PM04:00 PM

Full Study

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1270

2615

Total

0%3 0

3 0 0%

0 0%4

3

3

4

10

6 0 6

16

0

0%

0%

0

1700%

96

0

96

2

170

0 7070

Total

338

1386

Peds

2595

Peds

15

9

Peds

11

13

2

0

0%

6

0

1315

28

2%0%

1323

1292

2%

22

1181

1414

2%

28

61

0%

0

212876

61 2

2

0%

0

1096

22

2%

1118

268 2

0%

0%

GRAND AVE

WELLINGTON RD S


WELLINGTON RD S

Count Date.......





INT3829GeoID.......

01:00 PM12:00 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1020

2087

Total

0%1 0

1 0 0%

0 0%0

1

1

0

4

13 0 13

17

0

10%

0%

8

1300%

74

0

82

9

130

2 4749

Total

270

1056

Peds

2072

Peds

5

17

Peds

7

2

1

0

0%

11

0

1014

36

4%0%

1026

1061

4%

41

972

1100

4%

44

37

5%

2

197811

35 1

1

0%

0

890

41

4%

931

221 9

4%

0%

GRAND AVE

WELLINGTON RD S


Count Date.......





INT3829GeoID.......

05:00 PM04:00 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1270

2615

Total

0%3 0

3 0 0%

0 0%4

3

3

4

10

6 0 6

16

0

0%

0%

0

1700%

96

0

96

2

170

0 7070

Total

338

1386

Peds

2595

Peds

15

9

Peds

11

13

2

0

0%

6

0

1315

28

2%0%

1323

1292

2%

22

1181

1414

2%

28

61

0%

0

212876

61 2

2

0%

0

1096

22

2%

1118

268 2

0%

0%

GRAND AVE

WELLINGTON RD S


Count Date.......

Turning Movements Count - Full Study Report

Location............. WELLINGTON RD S @ WHITEOAKS MALL ENTRY


Sunday, 01 October, 2017

INT5951GeoID.......

Peds

Truck %Trucks

Cars

TrucksCars

S

N

EW

Truck %

7037

14632

Total

0%81 0

186 0 0%

0 0%53

186

81

53

320

202 0 202

522

0

0%

0%

0

10993%

855

36

855

15

1135

3 19701973

Total

3978

7919

Peds

15276

Peds

103

93

Peds

58

115

85

0

0%

563

1

6887

16

0%0%

7538

7094

1%

57

7341

7935

0%

16

1329

0%

2

856871562

1327 102

102

0%

0

5882

21

0%

5903

2005 15

0%

0%

WHITEOAKS MALL ENTRY

WELLINGTON RD S

3

0

1

0

Cyclists:

Cyclists:

Cyclists:

Cyclists:

Page 1 of 1Tuesday, October 31, 2017

Count Date..

Turning Movements Count - AADT Report

Location...... WELLINGTON RD S @ WHITEOAKS MALL ENTRY

LONDONMunicipality.

Sunday, October 01, 2017

Traffic signalTraffic Cont.

AADT factor.. 3.566016

Truck %Trucks

Cars

TrucksCars

S

N

EW

Truck %

25094

52178

Total

0%289

663 0%

0%189

663

289

189

1141

720 720

1861

0%

0%

39193%

3049

128

3049

53

4047

11 70257036

Total

14186

28239

54474

303

0%

2008

4

24559

57

0%0%

26881

25297

1%

203

26178

28296

0%

57

4739

0%

7

303245022004

4732 364

364

0%

20975

75

0%

21050

7150 53

0%

0%


WELLINGTON RD S


Sunday, October 01, 2017

Municipality...........

Location.................

Count Date............

LONDON

WELLINGTON RD S @ WHITEOAKS MALL ENTRY

Turning Movement Count - Details Report

North Approach South Approach East Approach West Approach

TOTU-TurnRTTHLTTOTU-TurnRTTHLTTOTU-TurnRTTHLTTOTU-TurnRTTHLTTime Period

WHITEOAKS MALL ENTRYWELLINGTON RD S

30011217903062410519046304026275311:1511:00

47016031802422550520842279019257311:3011:15

41016124802243161425358260014242411:4511:30

680291381505372930523157315030279612:0011:45

18607241104001291911051198822031158089105316Hourly Total

730281441003253482128362314122287412:1512:00

840351481801983310725965310029275612:3012:15

700270431702693350525377313020287612:4512:30

780350431504383300625866325026294513:0012:45

30501252178600102030134421910532701262197114321Hourly Total

760251501403563150923868361031324613:1513:00

9504534718004143400725974353141308313:3013:15

8804214516014113210825261314014293713:4513:30

10104905217013133042324950339033300614:0013:45

3600161519465051644128022799825313671119122522Hourly Total

102048054210281133701025770348023324114:1514:00

9603506111001102901123157338029307214:3014:15

81043038900363330526761350021328114:4514:30

9003215717024112880223749350028317515:0014:45

369015812105804163812481189922371386010112769Hourly Total

900420481101373200325661325030293215:1515:00

9703925615022112891123651326025297415:3015:15

10104705414021113020124952310024284215:4515:30

96034062802332720422642301019282016:0015:45

384016222204807932118319967206126209811568Hourly Total

1150570581002623400229246280114262316:1516:00

92041051903332840123845290028261116:3016:15

960421531306162960325241262010249316:4516:30

980370611704112261042292827107262217:0016:45

4010177122349015112311810101011160110315910349Hourly Total


North Approach South Approach East Approach West Approach

TOTU-TurnRTTHLTTOTU-TurnRTTHLTTOTU-TurnRTTHLTTOTU-TurnRTTHLTTime Period

WHITEOAKS MALL ENTRYWELLINGTON RD S

2005085515113532005381186734171025903132975383563688785Grand Total

2%0%0%0%3%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%Truck %


Count Date.......


Location............. WELLINGTON RD S @ WHITEOAKS MALL ENTRY


Sunday, 01 October, 2017

INT5951GeoID.......

02:15 PM01:15 PM

Full Study

Peak Hour......

Peds

Truck %Trucks

Cars

TrucksCars

S

N

EW

Truck %

1212

2574

Total

0%19 0

49 0 0%

0 0%4

49

19

4

72

49 0 49

121

0

0%

0%

0

1933%

184

5

184

4

198

2 383385

Total

771

1454

Peds

2762

Peds

14

11

Peds

4

12

17

0

0%

111

1

1225

6

0%1%

1354

1220

1%

8

1302

1460

0%

6

255

0%

1

171219110

254 28

28

0%

0

1014

3

0%

1017

386 4

1%

0%


WELLINGTON RD S


WELLINGTON RD S

Count Date.......


Location............. COMMONS PLAZA @ WELLINGTON RD S


Thursday, 06 September,2018

INT5976GeoID.......

08:30 AM07:30 AM

AM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1184

2029

Total

0%0 0

6 1 14%

2 10%18

7

0

20

27

63 2 65

92

0

0%

0%

0

00%

0

0

0

0

0

0 00

Total

0

698

Peds

2007

Peds

0

0

Peds

7

5

37

1

3%

0

0

746

54

7%0%

783

1246

5%

62

1254

753

7%

55

0

0%

0

366920

0 27

28

4%

1

1166

60

5%

1226

0 0

0%

3%

COMMONS PLAZA

WELLINGTON RD S

Page 1 of 3Monday, September 10, 2018

WELLINGTON RD S

Count Date.......





INT5976GeoID.......

01:15 PM12:15 PM

MD Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1345

2609

Total

0%0 0

66 1 1%

1 1%130

67

0

131

198

197 2 199

397

0

0%

0%

0

00%

0

0

0

0

0

0 00

Total

0

1114

Peds

2470

Peds

0

0

Peds

6

2

137

2

1%

0

0

1086

38

3%0%

1223

1386

3%

41

1317

1153

3%

39

0

0%

0

13510480

0 62

62

0%

0

1215

40

3%

1255

0 0

0%

1%

COMMONS PLAZA

WELLINGTON RD S


Count Date.......





INT5976GeoID.......

05:00 PM04:00 PM

PM Period

Peak Hour......

Peds

Truck %

Trucks

Cars

Trucks

Cars

S

N

EW

Truck %

1513

2969

Total

0%0 0

70 0 0%

2 2%114

70

0

116

186

133 4 137

323

0

0%

0%

0

00%

0

0

0

0

0

0 00

Total

0

1373

Peds

2854

Peds

0

0

Peds

10

3

103

3

3%

0

0

1333

30

2%0%

1436

1533

1%

20

1451

1403

2%

30

0

0%

0

10013030

0 33

34

3%

1

1399

18

1%

1417

0 0

0%

3%

COMMONS PLAZA

WELLINGTON RD S



E1-B1

Appendix E1 – B

Lane Configuration Diagrams


E1-B2


E1-B3


E1-B4


E1-B5


E1-B6


E1-B7


E1-B8


E1-B9


E1-B10


E1-B11


E1-B12


E1-B13


E1-B14


E1-B15


E1-B16


E1-B17


E1-B18


E1-B19


E1-B20


E1-C1

Appendix E1 – C

Signal Timing Plan Methodology


E1-C2

Signal Timing Plan Methodology Using the lane configurations presented in Appendix E1 – B, signal timing intervals and phasing were developed using the principles designed to ensure fast and efficient BRT service, safe and convenient pedestrian crossing facilities, and to preserve mobility and access for general traffic:

• In order to prevent a general traffic vehicle from turning across the path of a transit vehicle approaching from the rear in a dedicated lane, turning movements are fully-protected if permitted phasing would result in a conflict;

• If a proposed intersection’s geometry is such that sight line concerns for left turning vehicles may exist, then left turns are fully protected as necessary;

• If proposed intersection’s geometry is such that opposing left-turn paths are anticipated to overlap, then split phasing (where opposing approaches receive green signals consecutively rather than concurrently) was implemented. The following is a list of intersections where opposing left-turn paths will overlap:

− Richmond Street and Hillview Boulevard / Masonville Place; and

− Wharncliffe Road North and Oxford Street West.

• Minimum signal timing intervals were adjusted to meet the criteria established by Ontario Traffic Manual Book 12: Traffic Signals:

− All-red and Flashing Don’t Walk (FDW) intervals for cross-street movements were updated to reflect the new intersection crossing distances at a walk speed of 1.0 metres / second; and

− All-red and minimum green intervals for main street left-turn movements were updated to reflect the conversion to fully protected left-turn operation.

• Unless an increase in cycle length was required as a result of higher FDW and all-red intervals, the existing conditions cycle length was maintained. Where required, the cycle length was increase in increments of ten seconds until minimum timing intervals could be established for all phases;

• If a BRT movement would conflict with general traffic movements, a hold phase of 10 seconds was applied in the Synchro model to each cycle to emulate a fully-protected transit-only phase. This hold phase was employed at the following intersections, though it must be noted that the transit priority phase would, in actual operation, be actuated only when transit demand is present:

− Richmond Street and Hillview Boulevard / Masonville Place;

− Western Road and Lambton Drive / Brescia Lane;

− Richmond Street and University Drive;

− Richmond Street and Central Avenue;

− Clarence Street and Dufferin Street;


− Dundas Street and Ontario Street;

− Dundas Street and Highbury Avenue North;

− Highbury Avenue North and Oxford Street East;


E1-C3

− Wharncliffe Road North / Wharncliffe Road South and Riverside Drive;

− Wellington Street and Horton Street East;

− Wellington Road and White Oaks Mall / Days Inn London;

− Wellington Street and Queens Avenue;

− Queens Avenue and Ridout Street North;

− King Street and Ridout Street North

− King Street and Clarence Street; and

− Wellington Street and King Street.


E1-D1

Appendix E1 – D

Background Traffic Growth Factors


E1-D2

Corridor From / To Direction 2034 PM Peak Growth Factor

South-and-West Rapid Transit Route Oxford Street West Wonderland Road North / WB 1.04

Wharncliffe Road North EB 1.26 Wharncliffe Road North Riverside Drive / SB 1.00

Oxford Street NB 0.99 Riverside Drive Wharncliffe Road North / WB 1.13

Ridout Street North EB 1.00 Wellington Street King Street / SB 1.00

Thames River NB 1.00 Wellington Road Thames River / SB 1.10

Commissioners Road East NB 1.18 Wellington Road Base Line Road East / SB 1.10

Commissioners Road East NB 1.18 Wellington Road Commissioners Road East / SB 1.10

Bradley Avenue NB 1.10 North-and-East Rapid Transit Route Richmond Street Hillview Boulevard / SB 1.10

Western Road NB 1.38 Western Road Richmond Street / SB 1.10

Lambton Road NB 1.66 Richmond Street University Drive / SB 1.00

Central Avenue NB 1.00 Clarence Street Central Avenue / SB 1.00

Queens Avenue NB 1.00 King Street Wellington Street / EB 0.60

Adelaide Street North WB - King Street Adelaide Street North / EB 1.00

Ontario Street WB - Ontario Street King Street / NB 1.00

Dundas Street SB - Dundas Street Ontario Street / EB 1.10

Highbury Ave North WB 1.00 Highbury Avenue North Dundas Street / SB 1.15

Oxford Street East NB 1.15 Oxford Street East Highbury Avenue North / EB 1.10

Second Street WB 1.10


E1-D3

Corridor From / To Direction 2034 PM Peak Growth Factor

Downtown London Ridout Street North Queens Avenue SB 1.24

King Street NB - King Street Ridout Street North / WB -

Wellington Street EB 1.00 Clarence Street Queens Avenue / SB 1.00

King Street NB 1.00 Wellington Street Queens Avenue / SB 1.00

King Street NB 1.00 Queens Avenue Wellington Street / EB -

Ridout Street North WB 1.00

In addition, a 1% average annual traffic growth rate was applied to cross-street traffic volumes.


E1-E1

Appendix E1 – E

Measures of Effectiveness


E1-E2

1 Measures of Effectiveness As discussed in Section 5 of Appendix E1, the results of the future BRT conditions traffic operations analysis is presented in the following sections. The existing conditions were used to provide a baseline for comparison of today’s traffic operations with the future “with BRT” scenario. A future “business-as-usual” scenario (i.e. without BRT) was not analysed. As determined in the Smart Moves 2030 Transportation Master Plan, the volume of auto trips in 2035 will grow by more than 20% compared to 2009 volumes. As such, the future “business-as-usual” does not provide a viable alternative that could be supported by the road network.

2 North-and-East Route The results of the traffic operations analysis for the North-and-East Route corridors are presented in this section.

2.1 Richmond Street and Western Road Corridor

# Intersection Movement

AM Peak PM Peak v/c Ratio LOS v/c Ratio LOS Existing Future Existing Future Existing Future Existing Future

213 Richmond Street & Hillview Boulevard/Masonville Place

EBL 0.34 0.40 D F 0.59 0.54 E F EBT 0.28 0.07 D F 0.11 0.12 C E EBR - - - - - - - - WBL 0.37 0.11 D E 0.65 0.68 E F WBT 0.09 0.35 C F 0.22 0.18 C E WBR - - - - - - - - NBL 0.19 0.45 B E 0.23 0.56 A D NBT 0.23 0.26 A A 0.60 1.04 A E NBR - 0.03 - A - 0.12 - B SBL 0.07 0.36 A F 0.28 0.47 A F SBT 0.66 1.42 A F 0.38 1.10 A F SBR - - - - - - - -

207 Richmond Street & Shavian Boulevard/Sunnyside Drive

EBL 0.02 0.01 C C 0.02 0.03 D D EBT 0.08 0.10 C C 0.09 0.05 C D EBR - - - - - - - - WBL 0.78 0.85 F D 0.93 0.77 E E WBT 0.03 0.07 B C 0.1 0.14 B D WBR - - - - - - - - NBL 0.12 0.29 B E 0.07 0.35 A E NBT 0.34 0.58 B C 0.96 1.55 C F NBR - 0.14 - C - 0.60 - C SBL 0.04 0.67 A E 0.3 0.57 D D SBT 0.72 1.91 B F 0.4 0.60 B B SBR - - - - - - - -


E1-E3



209 Western Road & Richmond Street

EBL 0.51 - D - 0.91 - D - EBT 0.57 - E - 0.93 - E - EBR - - - - - - - - WBL - 0.31 - E - 0.22 - E WBT 0.06 - D - 0.10 - A - WBR - 0.69 - E - 0.85 - E NBU - 0.07 - E - 0.13 - E NBT 0.23 0.71 A E 1.12 2.67 A F NBR - - - - - - - - SBL - 1.04 - F 0.32 0.81 A D SBT 0.57 1.13 A F 0.41 0.55 A C SBR 0.65 - A - 0.40 - A -

1000 Western Road & Ambleside Drive/1543 Western Road

EBL - - - - - - - - EBT - 0.18 - C - 0.07 - C EBR - - - - - - - - WBL - - - - - - - - WBT - 0.00 - C - 0.01 - C WBR - - - - - - - - NBL - 0.52 - D - 0.73 - D NBT - 0.15 - A - 0.82 - B NBR - - - - - - - - SBL - - - - - - - - SBT - 1.10 - F - 0.64 - C SBR - - - - - - - -

208 Western Road & Windermere Road

EBL 0.04 0.02 C C 0.40 0.50 D D EBT 0.64 0.76 D D 0.45 0.31 C C EBR - - - - - - - - WBL 0.93 1.32 F F 0.82 0.76 C D WBT 0.22 0.19 B C 0.67 0.78 C D WBR - - - - - - - - NBL 0.60 0.43 D D 0.19 0.49 B D NBT 0.29 0.43 B D 0.69 1.26 C F NBR - - - - - - - - SBL 0.88 1.22 C F 0.47 0.57 C E SBT 0.47 0.99 B E 0.26 0.37 B C SBR - - - - - - - -


E1-E4



243 Western Road & University Hospital

EBL - - - - - - - - EBT - - - - - - - - EBR - - - - - - - - WBL 0.17 0.20 D D 0.56 0.60 C D WBT - - - - - - - - WBR 0.02 0.02 B D 0.39 0.44 D D NBL - - - - - - - - NBT 0.28 0.32 A A 0.50 0.87 B B NBR - - - - - - - - SBL - 0.15 - D - 0.03 - D SBT 0.44 0.66 A A 0.27 0.29 A A SBR - - - - - - - -

217 Western Road & Wellington Drive/Siebens-Drake Research Institute

EBL 0.06 0.06 D D 0.12 0.13 C D EBT 0.19 0.39 B D 0.37 0.51 B D EBR - - - - - - - - WBL - - - - - - - - WBT 0.09 0.10 C D 0.05 0.05 B D WBR - - - - - - - - NBL 0.23 0.43 A D 0.10 0.32 A D NBT 0.27 0.33 A A 0.45 0.81 A B NBR - - - - - - - - SBL 0.06 0.28 A D 0.03 0.18 A E SBT 0.41 0.80 A B 0.32 0.40 A A SBR - - - - - - - -

211 Western Road & Support Services Building / Huron University College/Elgin Road

EBL - - - - - - - - EBT 0.01 0.05 A C 0.12 0.17 B C EBR - - - - - - - - WBL 0.56 0.57 D D 0.56 0.63 C D WBT 0.07 0.07 B C 0.32 0.25 B C WBR - - - - - - - - NBL 0.06 0.27 A D 0.08 0.28 A D NBT 0.33 0.44 A B 0.46 0.89 A B NBR - - - - - - - - SBL 0.15 0.38 A E 0.14 0.33 A E SBT 0.34 0.63 A A 0.44 0.56 A A SBR - - - - - - - -


E1-E5



223 Western Road & Springett Parking Lot

EBL 0.01 0.01 C C 0.53 0.45 D C EBT - - - - - - - - EBR 0.02 0.03 B C 0.59 0.80 C D WBL - - - - - - - - WBT - - - - - - - - WBR - - - - - - - - NBL 0.89 1.01 D F 0.11 0.38 A D NBT 0.39 0.47 A B 0.37 0.71 A B NBR - - - - - - - - SBL - - - - - - - - SBT 0.82 1.61 B F 0.56 0.73 B B SBR - - - - - - - -

214 Western Road & Brescia Lane/Lambton Drive

EBL 0.05 0.12 C D 0.44 0.13 C D EBT 0.03 0.05 B D 0.76 0.10 B D EBR - - - - - - - - WBL 0.51 - D - 0.79 - D - WBT 0.20 0.59 B E 0.05 0.69 A D WBR - 0.07 - D - 0.08 - D NBL 0.06 0.51 A E 0.13 0.33 B E NBT 0.38 0.64 B B 0.57 1.04 B E NBR - - - - - - - - SBL 0.15 0.52 B D 0.31 0.46 B D SBT 0.47 0.66 A B 0.63 0.66 A B SBR - - - - - - - -


E1-E6

2.2 Richmond Street and Clarence Street Corridor



216 Richmond Street & University Drive

EBL 0.34 0.42 D D 0.77 0.39 D D EBT - - - - - - - - EBR 0.18 0.66 B E 0.82 0.82 C E WBL - - - - - - - - WBT - - - - - - - - WBR - - - - - - - - NBL 0.77 0.82 C D 0.85 0.78 D D NBT 0.24 0.51 A A 0.76 1.15 B F NBR - - - - - - - - SBL - - - - - - - - SBT 1.01 1.88 D F 0.74 1.25 C F SBR - 0.09 - C - 0.09 - C

224 Richmond Street & Huron Street

EBL - - - - - - - - EBT 0.57 0.39 D D 0.91 0.49 E C EBR - - - - - - - - WBL - - - - - - - - WBT 0.58 0.69 D D 0.70 0.76 D D WBR - - - - - - - - NBL - 0.47 - D - 0.46 - D NBT 0.36 0.96 A D 0.68 1.72 A F NBR - 0.03 - B - 0.02 - B SBL - 0.48 - D - 0.52 - D SBT 0.67 1.25 A F 0.71 1.18 C F SBR - 0.00 - A - 0.02 - B

232 Richmond Street & Victoria Street

EBL - - - - - - - - EBT 0.30 0.43 D D 0.57 0.41 D D EBR - - - - - - - - WBL - - - - - - - - WBT 0.53 0.42 D D 0.40 0.52 C D WBR - - - - - - - - NBL - 0.46 - D - 0.41 - D NBT 0.36 0.89 A B 0.57 1.27 A F NBR - - - - - - - - SBL - 0.51 - D - 0.43 - C SBT 0.57 1.12 A E 0.53 0.98 B C SBR - - - - - - - -


E1-E7



234 Richmond Street & Cheapside Street

EBL 0.13 0.11 D D 0.28 0.23 D C EBT 0.34 0.34 D D 0.46 0.45 D C EBR - - - - - - - - WBL 0.41 0.41 D D 0.43 0.39 E C WBT 0.72 0.7 E D 0.77 0.74 D D WBR - - - - - - - - NBL - 0.18 - D - 0.02 - C NBT 0.35 0.77 A C 0.63 1.45 A F NBR - 0.04 - D - 0.06 - C SBL - 0.48 - D - 0.50 - D SBT 0.64 1.06 A D 0.67 1.60 B F SBR - 0.01 - A - 0.01 - C

242 Richmond Street & Grosvenor Street

EBL 0.17 0.67 E D 0.24 0.92 E E EBT 0.52 0.42 D D 0.28 0.33 C C EBR - - - - - - - - WBL 0.22 0.23 D D 0.58 0.26 D C WBT 0.24 0.39 C D 0.59 0.60 D D WBR - - - - - - - - NBL 0.09 0.37 A E 0.10 0.47 A E NBT 0.38 1.04 A E 0.50 1.24 A F NBR - 0.22 - A - 0.04 - C SBL 0.26 0.47 A D 0.18 0.53 A D SBT 0.45 1.13 A E 0.37 1.19 A F SBR - 0.14 - A - 0.13 - B

1007 Richmond Street & St. James Street

EBL - - - - - - - - EBT - 0.09 - D - 0.14 - D EBR - - - - - - - - WBL - - - - - - - - WBT - 0.12 - D - 0.25 - D WBR - - - - - - - - NBL - 0.23 - E - 0.43 - D NBT - 0.79 - B - 0.83 - B NBR - 0.01 - A - 0.01 - A SBL - 0.40 - C - 0.41 - C SBT - 0.83 - B - 0.86 - C SBR - 0.09 - A - 0.05 - C


E1-E8



254 Richmond Street & Oxford Street West/Oxford Street East

EBL 0.77 1.86 D F 0.94 1.83 F F EBT 0.78 1.26 C F 0.85 1.15 C F EBR 0.16 0.09 B C 0.15 0.09 B C WBL 0.71 1.35 D F 0.82 0.40 D C WBT 0.70 0.91 D E 0.87 1.03 D E WBR 0.12 0.29 B D 0.15 0.15 A C NBL 0.69 1.54 D F 0.72 2.03 D F NBT 0.74 1.26 D F 0.94 1.39 E F NBR - - - - - - - - SBL 0.65 1.50 D F 1.08 2.09 F F SBT 0.90 1.69 E F 0.71 1.68 D F SBR 0.12 - A - 0.17 - A -

312 Richmond Street & Pall Mall Street

EBL - - - - - - - - EBT - - - - - - - - EBR - - - - - - - - WBL 0.20 0.15 D D 0.35 0.23 D D WBT - - - - - - - - WBR 0.21 0.39 B D 0.26 0.67 B D NBL - - - - - - - - NBT 0.29 1.00 A E 0.40 1.10 A F NBR - - - - - - - - SBL 0.42 0.66 A C 0.32 0.64 A D SBT 0.34 0.61 A A 0.27 0.56 A A SBR - - - - - - - -

301 Richmond Street & Central Avenue

EBL 0.26 0.32 D D 0.36 0.46 E D EBT 0.43 0.70 C D 0.46 0.65 C D EBR - - - - - - - - WBL 0.71 0.31 D D 0.17 0.38 C D WBT 0.64 0.41 C D 0.41 0.70 D D WBR - - - - - - - - NBL 0.07 0.06 C A 0.06 0.15 B A NBT 0.25 0.49 C A 0.25 0.52 B A NBR - - - - - - - - SBL 0.30 - E - 0.22 - E - SBT 0.34 0.61 A A 0.28 0.58 A A SBR - - - - - - - -


E1-E9



308 Clarence Street & Dufferin Avenue

EBL - - - - - - - - EBT 0.23 0.50 A B 0.42 0.54 A B EBR 0.09 - A - 0.05 - A - WBL - - - - - - - - WBT 0.52 0.54 A B 0.45 0.53 A B WBR - - - - - - - - NBL - 0.22 - C - 0.42 - C NBT 0.15 - B - 0.37 - C - NBR 0.06 0.11 A D 0.10 0.20 A C SBL - - - - - - - - SBT 0.24 0.14 C C 0.21 0.21 C C SBR - 0.01 - C - 0.01 - C


E1-E10

2.3 King Street Corridor



340 Waterloo Street & King Street EBL - - - - - - - - EBT 0.34 0.27 A A 0.44 0.34 A A EBR - 0.07 - A - 0.11 - A WBL - - - - - - - - WBT - - - - - - - - WBR - - - - - - - - NBL - - - - - - - - NBT 0.22 0.16 C C 0.26 0.32 C D NBR - - - - - - - - SBL 0.30 0.25 C D 0.27 0.42 C D SBT 0.61 0.60 B D 0.68 0.65 C D SBR - - - - - - - -

341 Colborne Street & King Street EBL - 0.16 - B - 0.18 - C EBT 0.57 0.50 A C 0.70 0.57 B C EBR - 0.07 - B - 0.09 - C WBL - - - - - - - - WBT - - - - - - - - WBR - - - - - - - - NBL - - - - - - - - NBT 0.51 0.52 B C 0.41 0.44 B C NBR - - - - - - - - SBL 0.16 0.17 C B 0.21 0.25 A C SBT 0.49 0.51 C C 0.56 0.60 B C SBR - - - - - - - -

342 Maitland Street & King Street EBL - - - - - - - - EBT 0.31 0.37 A A 0.26 0.33 A A EBR 0.00 0.00 A A 0.01 0.01 A A WBL - - - - - - - - WBT - - - - - - - - WBR - - - - - - - - NBL - - - - - - - - NBT 0.20 0.21 B D 0.25 0.25 C D NBR - - - - - - - - SBL - - - - - - - - SBT 0.18 0.18 D D 0.28 0.28 D D SBR - - - - - - - -


E1-E11



343 William Street & King Street EBL - - - - - - - - EBT 0.25 0.30 A A 0.25 0.30 A A EBR - 0.02 - A - 0.02 - A WBL - - - - - - - - WBT - - - - - - - - WBR - - - - - - - - NBL - - - - - - - - NBT 0.40 0.45 D D 0.26 0.36 D D NBR - - - - - - - - SBL 0.55 0.78 D F 0.49 0.88 E F SBT 0.32 0.29 C D 0.27 0.21 D D SBR - - - - - - - -

344 Adelaide Street North & King Street

EBL 0.24 - C - 0.45 - D - EBT 0.48 0.62 C C 0.47 0.71 D C EBR 0.27 0.29 B C 0.40 0.41 C C WBL - - - - - - - - WBT - - - - - - - - WBR - - - - - - - - NBL - - - - - - - - NBT 0.81 0.73 B C 0.67 0.72 B C NBR 0.26 0.20 B B 0.27 0.24 B C SBL 0.34 0.59 C D 0.38 0.72 B E SBT 0.64 0.73 A C 0.61 0.77 A C SBR - - - - - - - -

413 Lyle Street & King Street EBL - - - - - - - - EBT 0.23 0.36 A A 0.23 0.41 A A EBR - 0.10 - A - 0.08 - A WBL - - - - - - - - WBT - - - - - - - - WBR - - - - - - - - NBL - - - - - - - - NBT 0.19 0.18 D C 0.19 0.18 C C NBR - - - - - - - - SBL - - - - - - - - SBT 0.28 0.26 D C 0.31 0.29 D C SBR - - - - - - - -


E1-E12



419 Rectory Street & King Street EBL - - - - - - - - EBT 0.19 0.29 A A 0.23 0.33 A A EBR - 0.07 - A - 0.13 - A WBL - - - - - - - - WBT - - - - - - - - WBR - - - - - - - - NBL - - - - - - - - NBT 0.14 0.16 D C 0.32 0.33 D C NBR - - - - - - - - SBL - 0.08 - C 0.01 0.18 C C SBT 0.26 0.30 D C 0.42 0.42 D C SBR - - - - - - - -

1010 Western Fair District & King Street & Ontario Street

EBL - - - - - - - - EBT - 0.22 - A - 0.25 - A EBR - 0.01 - A - 0.00 - A WBL - 0.01 - A - 0.01 - A WBT - - - - - - - - WBR - 0.00 - A - 0.00 - A NBL - - - - - - - - NBT - 0.10 - D - 0.10 - D NBR - - - - - - - - SBL - - - - - - - - SBT - 0.19 - D - 0.19 - D SBR - - - - - - - -


E1-E13

2.4 Dundas Street Corridor



414 Ontario Street & Dundas Street EBL - 0.03 - C - 0.06 - C EBT 0.19 0.89 A E 0.29 1.21 A F EBR - - - - - - - - WBL - 0.02 - B - 0.02 - B WBT 0.19 1.08 A E 0.20 1.17 A F WBR - - - - - - - - NBL 0.07 - C - 0.07 - D - NBT 0.22 0.03 B C 0.60 0.10 C C NBR - 0.94 - E - 1.12 - F SBL - - - - - - - - SBT 0.05 0.06 D C 0.04 0.06 D C SBR - - - - - - - -

416 Dundas Street & Quebec Street EBL - 1.29 - F - 1.35 - F EBT 0.54 0.50 B A 0.85 0.65 B A EBR - - - - - - - - WBL - - - - - - - - WBT 0.51 1.19 A F 0.67 1.32 A F WBR - - - - - - - - NBL - - - - - - - - NBT - - - - - - - - NBR - - - - - - - - SBL 0.58 0.61 C D 0.48 0.64 D D SBT - - - - - - - - SBR 0.09 0.09 A C 0.05 0.05 A C

418 Egerton Street & Dundas Street EBL - - - - - - - - EBT 0.48 1.07 A F 0.68 1.40 B F EBR - - - - - - - - WBL - 1.08 - F - 1.57 - F WBT 0.34 0.58 B B 0.53 0.58 B B WBR - - - - - - - - NBL 0.71 0.75 C D 0.54 0.75 C D NBT - - - - - - - - NBR 0.06 0.06 A C 0.07 0.12 A C SBL - - - - - - - - SBT - - - - - - - - SBR - - - - - - - -


E1-E14



2018 Dundas Street & Kellogg Lane EBL - - - - - - - - EBT - 0.90 - C - 1.05 - E EBR - - - - - - - - WBL - 0.23 - E - 0.23 - E WBT - 0.89 - C - 0.87 - B WBR - - - - - - - - NBL - 0.01 - C - 0.01 - C NBT - 0.00 - C - 0.00 - C NBR - - - - - - - - SBL - - - - - - - - SBT - - - - - - - - SBR - - - - - - - -

1012 Dundas Street & McCormick Boulevard

EBL - 2.23 - F - 1.47 - F EBT - 0.89 - C - 1.06 - E EBR - - - - - - - - WBL - - - - - - - - WBT - 1.48 - F - 1.35 - F WBR - - - - - - - - NBL - - - - - - - - NBT - - - - - - - - NBR - - - - - - - - SBL - 0.03 - C - 0.06 - C SBT - - - - - - - - SBR - 0.00 - C - 0.01 - C

1013 Ashland Avenue & Dundas Street

EBL - 0.73 - F - 0.62 - E EBT - 0.92 - B - 1.15 - F EBR - - - - - - - - WBL - - - - - - - - WBT - 1.46 - F - 1.11 - F WBR - - - - - - - - NBL - 0.03 - C - 0.03 - C NBT - 0.01 - C - 0.03 - C NBR - - - - - - - - SBL - 0.09 - C - 0.26 - C SBT - 0.03 - C - 0.07 - C SBR - - - - - - - -


E1-E15



624 Highbury Avenue North & Dundas Street

EBL 0.96 1.28 F F 1.05 1.40 F F EBT 0.49 1.08 C F 0.56 1.56 D F EBR 0.05 - A - 0.09 - A - WBL 0.21 0.45 C E 0.56 0.50 E E WBT 1.01 1.29 D F 0.96 1.39 E F WBR - 0.14 - C - 0.19 - C NBL 0.77 2.44 D F 0.74 1.39 C F NBT 0.79 1.21 C F 0.89 1.28 B F NBR - - - - - - - - SBL 0.57 1.44 C F 0.88 2.16 D F SBT 0.72 1.33 C F 0.79 1.44 C F SBR 0.24 - B - 0.22 - B -


E1-E16

2.5 Highbury Avenue North Corridor



622 Highbury Avenue North & 847 Highbury Avenue North/London Psychiatric Hospital

EBL 0.18 0.29 D D 0.19 0.39 D D EBT 0.01 0.03 A D 0.01 0.06 A D EBR - - - - - - - - WBL 0.11 0.07 D D 0.12 0.55 D D WBT 0.01 0.03 A D 0.01 0.33 A D WBR - - - - - - - - NBL 0.33 0.48 A D 0.32 0.06 A C NBT 0.50 0.51 A B 0.49 0.75 A B NBR - - - - - - - - SBL 0.27 0.49 A D 0.27 0.49 A D SBT 0.49 0.62 A B 0.48 1.17 A F SBR - - - - - - - -

1014 Highbury Avenue North & Canada Post London Processing Facility

EBL - 0.15 - D - 0.33 - D EBT - 0.03 - D - 0.03 - D EBR - - - - - - - - WBL - 0.02 - D - 0.01 - D WBT - 0.02 - D - 0.01 - D WBR - - - - - - - - NBL - 0.48 - D - 0.41 - D NBT - 0.49 - A - 0.81 - A NBR - - - - - - - - SBL - 0.44 - D - 0.48 - D SBT - 0.66 - B - 0.55 - A SBR - - - - - - - -

610 Highbury Avenue North & Oxford Street East

EBL 0.73 2.56 B F 1.30 4.22 E F EBT 0.93 1.03 D F 1.05 0.84 D D EBR 0.15 0.37 A D 0.23 0.43 B D WBL 0.89 1.56 C F 1.12 3.3 D F WBT 0.75 0.81 C D 1.14 1.34 E F WBR 0.11 - A - 0.40 - C - NBL 0.94 1.37 C F 1.24 1.86 D F NBT 0.71 1.06 C F 1.03 1.23 D F NBR 0.12 - B - 0.08 - A - SBL 0.82 1.16 C F 1.10 0.88 E F SBT 0.93 1.11 C F 0.99 0.87 D D SBR 0.10 0.28 A C 0.20 0.25 A C


E1-E17

2.6 Oxford Street East Corridor



1015 John Paul II Catholic Secondary School & Oxford Street East

EBL - 0.90 - F - 0.53 - E EBT - 1.09 - F - 0.80 - C EBR - - - - - - - - WBL - 0.13 - E - 0.13 - E WBT - 0.79 - C - 1.10 - F WBR - - - - - - - - NBL - 0.00 - C - 0.00 - C NBT - 0.00 - C - 0.00 - C NBR - - - - - - - - SBL - 0.03 - C - 0.03 - C SBT - 0.03 - C - 0.02 - C SBR - - - - - - - -

1016 Oxford Street East & London Lane

EBL - 1.53 - F - 0.82 - F EBT - 0.94 - D - 0.77 - C EBR - - - - - - - - WBU - 0.94 - F - 0.44 - E WBT - 1.13 - F - 1.17 - F WBR - - - - - - - - NBL - - - - - - - - NBT - - - - - - - - NBR - - - - - - - - SBL - 0.02 - B - 0.12 - C SBT - - - - - - - - SBR - - - - - - - -

612 First Street/London Lane & Oxford Street East

EBL - - - - - - - - EBT 0.41 0.74 A B 0.40 0.79 A D EBR - - - - - - - - WBL - 0.47 - D - 0.61 - D WBT 0.40 0.42 B A 0.56 0.59 A B WBR - - - - - - - - NBL 0.63 0.70 D D 0.76 0.77 F D NBT - - - - - - - - NBR 0.02 0.03 A C 0.08 0.07 C C SBL 0.47 0.11 D C 0.36 0.16 E D SBT 0.03 0.07 D C 0.16 0.09 D D SBR 0.07 0.05 B C 0.08 0.06 C C


E1-E18



1006 Oxford Street East & Fanshawe College Transit Only Entrance

EBL - - - - - - - - EBT - 0.75 - C - 0.71 - C EBR - - - - - - - - WBL - - - - - - - - WBT - 0.61 - B - 0.78 - C WBR - - - - - - - - NBL - - - - - - - - NBT - - - - - - - - NBR - - - - - - - - SBL - - - - - - - - SBT - - - - - - - - SBR - - - - - - - -

614 Second Street/Fanshawe College Boulevard & Oxford Street East

EBL 0.10 0.74 A E 0.27 0.77 D E EBT 0.32 0.57 A A 0.29 0.64 B C EBR - - - - - - - - WBL 0.27 0.52 A D 0.25 0.72 B E WBT 0.26 0.68 A C 0.41 0.75 A C WBR - - - - - - - - NBL 0.48 0.49 D D 0.59 0.69 E D NBT 0.65 0.69 D D 0.73 0.80 D D NBR - - - - - - - - SBL 0.93 0.94 F F 0.69 0.77 F E SBT 0.50 0.61 D D 0.58 0.61 D D SBR 0.09 0.08 A C 0.05 0.16 A C


E1-E19

3 South-and-West Route The results of the traffic operations analysis for the South-and-West Route corridors are presented in this section.

3.1 Oxford Street West Corridor



122 Westgate Honda/Capulet Lane & Oxford Street West

EBL 0.31 0.70 B C 0.46 1.23 B F EBT 0.54 0.90 B C 0.33 0.57 A B EBR - - - - - - - - WBL 0.07 0.34 B D 0.03 0.50 A D WBT 0.24 0.46 B A 0.30 0.71 A B WBR 0.03 - A - 0.16 - A - NBL - 0.01 - C - 0.02 - D NBT 0.03 0.02 B C 0.19 0.02 C D NBR - - - - - - - - SBL 0.83 0.71 E D 0.73 0.74 E E SBT 0.09 0.02 B C 0.25 0.12 B D SBR - - - - - - - -

121 Wonderland Road North & Oxford Street West

EBL 0.68 1.66 C F 0.92 1.99 E F EBT 0.98 0.85 E D 0.70 0.83 D D EBR 0.59 0.53 D D 0.40 0.34 B D WBL 0.94 1.58 F F 0.70 2.23 D F WBT 0.44 0.54 D D 1.05 0.83 F C WBR 0.26 0.07 A D 0.24 0.09 A D NBL 0.86 0.96 F F 0.95 1.38 F F NBT 0.92 0.77 C D 0.99 1.05 D F NBR 0.23 0.20 A C 0.17 0.14 A C SBL 0.92 1.24 F F 0.96 1.22 E F SBT 0.98 0.87 D D 1.01 0.92 E D SBR 0.18 0.04 A C 0.42 0.15 C C

1017 520 - 530 Oxford Street West & Oxford Street West

EBU - 0.06 - D - 0.08 - F EBT - 1.31 - F - 0.90 - C EBR - - - - - - - - WBL - 0.83 - D - 0.88 - D WBT - 0.76 - D - 0.81 - D WBR - - - - - - - - NBL - 0.04 - B - 0.04 - C NBT - - - - - - - - NBR - 0.07 - B - 0.10 - C SBL - - - - - - - - SBT - - - - - - - - SBR - - - - - - - -


E1-E20



244 Proudfoot Lane & Oxford Street West

EBL 0.14 0.41 B D 1.27 1.56 F F EBT 1.03 1.90 D F 0.58 0.94 B D EBR - - - - - - - - WBL 0.21 0.71 C F 0.31 0.86 C F WBT 0.48 1.34 C F 0.73 1.65 C F WBR 0.29 - A - 0.65 - B - NBL 0.75 0.25 E B 0.76 0.39 E C NBT 0.60 0.20 E B 0.92 0.52 F C NBR 0.24 0.04 B B 0.10 0.02 A C SBL 1.33 1.20 C F 1.24 1.20 F F SBT 0.28 0.21 B B 0.26 0.23 C C SBR - - - - - - - -

1001 Beaverbrook Avenue & Oxford Street West

EBL - 0.44 - E - 0.49 - D EBT - 1.12 - F - 1.07 - E EBR - - - - - - - - WBL - 0.53 - D - 0.55 - D WBT - 0.57 - A - 0.95 - C WBR - - - - - - - - NBL - 0.01 - D - 0.01 - D NBT - 0.30 - D - 0.57 - E NBR - - - - - - - - SBL - 0.01 - D - 0.01 - D SBT - 0.01 - D - 0.01 - D SBR - - - - - - - -

246 Eagle Heights Public School/Cherryhill Boulevard & Oxford Street West

EBL 0.36 0.74 A E 0.95 0.64 E D EBT 0.69 0.84 A C 0.48 0.84 B C EBR - - - - - - - - WBL 0.24 0.48 A E 0.04 0.56 B D WBT 0.38 0.58 A B 0.85 1.34 B F WBR - - - - - - - - NBL 0.05 0.11 D D 0.29 0.24 D D NBT 0.05 0.12 A D 0.06 0.10 B D NBR - - - - - - - - SBL 0.57 0.55 E E 0.83 0.67 F D SBT 0.06 0.05 D D 0.01 0.01 D D SBR 0.49 0.08 B D 0.75 0.79 C E


E1-E21



248 Woodward Avenue/Platt's Lane & Oxford Street West

EBL 0.21 0.61 A E 0.88 1.28 F F EBT 0.62 0.83 A C 0.47 1.04 B E EBR - - - - - - - - WBL 0.15 0.58 C E 0.10 0.66 A E WBT 0.33 0.54 C B 0.72 1.22 A F WBR - - - - - - - - NBL 1.01 0.96 F F 3.35 1.18 C F NBT 0.50 0.52 E D 0.44 0.32 D C NBR - - - - - - - - SBL 0.69 0.67 F E 0.33 0.21 F C SBT 0.77 0.78 D E 0.96 0.72 C D SBR - - - - - - - -


E1-E22

3.2 Wharncliffe Road North and Riverside Drive Corridor



250 Wharncliffe Road North & Oxford Street West

EBL 0.15 0.97 A F 0.78 1.57 B F EBT 0.93 1.47 D F 0.81 1.25 C F EBR - - - - - - - - WBL 1.01 1.31 F F 1.12 1.94 D F WBT 0.48 0.97 B E 0.79 1.33 C F WBR - 0.47 - D - 0.14 - D NBL 0.82 0.28 E D 0.94 0.75 E E NBT 1.10 0.71 F E 1.16 1.15 E F NBR - 0.33 - D - 0.36 - D SBL 1.06 0.56 F E 0.90 0.60 F E SBT 0.75 0.76 D E 0.94 0.90 D E SBR - - - - - - - -

822 Wharncliffe Road North & Blackfriars Street

EBL - - - - - - - - EBT - - - - - - - - EBR - - - - - - - - WBL - 0.12 - C - 0.11 - D WBT - - - - - - - - WBR - - - - - - - - NBL - - - - - - - - NBT 0.36 0.35 A A 0.34 0.37 A A NBR - - - - - - - - SBL - - - - - - - - SBT 0.27 0.29 A A 0.30 0.35 A A SBR - - - - - - - -

404 Wharncliffe Road North & Mount Pleasant Avenue

EBL 0.43 0.47 E D 0.39 0.24 E E EBT 0.07 0.05 B D 0.03 0.03 C D EBR - - - - - - - - WBL - 0.04 - D - 0.27 - E WBT 0.30 0.01 D D 0.03 0.05 A D WBR - - - - - - - - NBL - - - - - - - - NBT 0.39 0.34 A A 0.46 0.45 A A NBR - - - - - - - - SBL - - - - - - - - SBT 0.30 0.28 A A 0.36 0.35 A A SBR - - - - - - - -


E1-E23



408 Wharncliffe Road South/Wharncliffe Road North & Riverside Drive

EBL 0.26 0.31 B D 0.70 0.81 F F EBT 1.07 1.31 E F 0.70 0.81 D D EBR - - - - - - - - WBL 1.17 1.27 F F 1.16 1.80 E F WBT 0.25 0.27 B C 1.03 1.05 D E WBR - 0.06 - C - 0.26 - C NBL 0.98 1.25 E F 1.34 2.01 F F NBT 1.00 0.90 E E 0.90 0.95 D E NBR - - - - - - - - SBL 1.14 1.66 F F 0.96 1.41 E F SBT 0.71 0.58 D D 0.88 0.83 E D SBR - - - - - - - -

1005 Riverside Drive & Wilson Street EBL - 0.03 - B - 0.07 - B EBT - 1.11 - F - 0.37 - B EBR - - - - - - - - WBL - - - - - - - - WBT - 0.35 - A - 1.05 - D WBR - 0.02 - A - 0.08 - A NBL - - - - - - - - NBT - - - - - - - - NBR - - - - - - - - SBL - 0.09 - B - 0.04 - C SBT - - - - - - - - SBR - - - - - - - -


E1-E24

3.3 Wellington Street Corridor



349 Wellington Street & York Street EBL 0.50 0.75 D D 0.78 0.49 D D EBT 0.82 0.68 C D 0.72 0.64 D D EBR 0.11 0.14 A C 0.37 0.76 B D WBL 0.83 1.01 E F 0.95 1.24 E F WBT 0.42 0.40 C C 0.74 0.65 B C WBR 0.19 0.10 B C 0.22 0.16 A C NBL 0.68 0.62 C B 0.78 0.66 D C NBT 0.87 0.77 B C 0.59 0.60 D B NBR - - - - - - - - SBL - - - - - - - - SBT 0.47 0.52 B C 0.86 0.90 C D SBR 0.07 - A - 0.28 - A -

359 Wellington Street & Horton Street East

EBL 0.83 1.15 E F 0.68 1.04 D F EBT 0.83 0.85 D D 0.80 0.79 C D EBR - - - - - - - - WBL 0.82 1.19 D F 1.09 1.63 F F WBT 0.56 0.57 B D 0.79 0.84 D D WBR 0.30 0.52 A D 0.09 0.19 B D NBL 0.40 0.56 B E 0.71 0.50 D E NBT 0.83 0.86 C D 0.77 0.76 C D NBR 0.22 0.13 A C 0.16 0.10 A C SBL 0.59 0.47 C E 0.56 0.57 C E SBT 0.65 0.54 D C 1.01 1.01 C E SBR 0.08 0.10 B C 0.15 0.22 A C

369 Wellington Street & Grey Street EBL - - - - - - - - EBT - 0.01 - D - 0.00 - C EBR - - - - - - - - WBL 0.42 0.55 D D 0.59 0.74 E D WBT 0.42 0.12 D D 0.60 0.14 E C WBR 0.09 - C - 0.03 - B - NBL 0.12 0.35 A D 0.13 0.25 A D NBT 0.54 0.65 A B 0.52 0.74 A C NBR - - - - - - - - SBL - 0.08 - D - 0.08 - D SBT 0.39 0.51 A B 0.61 0.94 A C SBR 0.02 - A - 0.02 - A -


E1-E25



1002 Wellington Street & South Street

EBL - - - - - - - - EBT - 0.09 - D - 0.06 - D EBR - - - - - - - - WBL - - - - - - - - WBT - 0.09 - D - 0.03 - D WBR - - - - - - - - NBL - 0.52 - D - 0.41 - D NBT - 0.59 - A - 0.50 - A NBR - - - - - - - - SBL - 0.26 - D - 0.22 - D SBT - 0.45 - A - 0.72 - A SBR - - - - - - - -


E1-E26

3.4 Wellington Road Corridor



442 Wellington Road & Grand Avenue

EBL 0.76 0.70 E C 0.69 0.65 D C EBT 0.63 0.56 A C 0.41 0.32 A B EBR - - - - - - - - WBL - - - - - - - - WBT 0.01 0.02 A C 0.02 0.02 D C WBR - - - - - - - - NBL 0.10 0.49 B D 0.34 0.50 C D NBT 0.62 0.72 B B 0.48 0.62 B A NBR - - - - - - - - SBL - - - - - - - - SBT 0.50 0.71 B C 0.61 0.89 B C SBR - - - - - - - -

1003 Wellington Road & Wellington Crescent/Bond Street

EBL - - - - - - - - EBT - 0.03 - D - 0.09 - D EBR - - - - - - - - WBL - - - - - - - - WBT - 0.05 - D - 0.10 - D WBR - - - - - - - - NBL - 0.40 - D - 0.46 - D NBT - 0.65 - A - 0.59 - A NBR - - - - - - - - SBL - 0.42 - D - 0.46 - D SBT - 0.50 - A - 0.68 - A SBR - - - - - - - -

1004 Wellington Road & Whetter Avenue

EBL - - - - - - - - EBT - - - - - - - - EBR - - - - - - - - WBL - 0.28 - D - 0.26 - D WBT - - - - - - - - WBR - - - - - - - - NBU - 0.74 - D - 0.48 - D NBT - 0.73 - B - 0.71 - B NBR - - - - - - - - SBL - 0.48 - D - 0.48 - D SBT - 0.53 - A - 0.78 - B SBR - - - - - - - -


E1-E27



454 Wellington Road & Base Line Road East

EBL 0.28 0.32 D D 0.41 0.68 E E EBT 0.95 0.79 F E 0.80 0.54 E D EBR 0.07 - B - 0.24 - D - WBL 0.88 2.08 F F 1.07 1.79 F F WBT 0.23 0.42 C D 0.63 0.88 D E WBR 0.02 0.02 A D 0.23 0.36 A C NBL 0.19 0.55 A E 0.54 0.83 E F NBT 0.92 1.04 D E 0.60 0.76 D D NBR 0.57 0.77 B D 0.14 0.22 B C SBL 0.78 0.61 F D 0.31 0.68 C E SBT 0.34 0.47 C C 0.71 1.29 D F SBR - - - - - - - -

462 Wellington Road & Commissioners Road East

EBL 0.77 0.77 E E 0.67 0.61 E E EBT 1.34 1.59 E F 1.14 1.20 E F EBR 0.04 0.04 B D 0.04 0.04 C D WBL 0.41 0.36 C E 1.20 1.04 D F WBT 0.91 0.92 D F 1.05 1.08 F F WBR 0.30 0.44 B E 0.16 0.16 A D NBL 1.13 3.01 D F 1.20 3.35 F F NBT 1.00 1.50 E F 0.88 1.44 D F NBR 0.62 0.81 B F 0.27 0.58 A E SBL 1.42 3.08 F F 0.94 3.33 E F SBT 0.79 1.16 E F 1.10 1.83 F F SBR 0.03 0.03 B D 0.09 0.12 B D

507 Wellington Road & Waterman Avenue/Parkwood Institute

EBL 0.49 0.48 E E 0.20 0.21 D D EBT 0.01 0.02 A E 0.07 0.06 C D EBR - - - - - - - - WBL 0.30 0.30 E E 0.72 0.72 E E WBT - 0.01 - E 0.00 0.00 D D WBR 0.01 0.01 A E 0.44 0.18 D D NBL 0.11 0.52 A E 0.33 0.48 C E NBT 0.58 0.79 A B 0.62 0.76 B B NBR 0.05 - A - 0.02 - A - SBL 0.28 0.48 A E 0.08 0.33 A E SBT 0.30 0.54 A A 0.58 1.09 B E SBR - - - - - - - -


E1-E28



504 Wellington Road & Wilkins Street

EBL 0.81 0.79 E E 0.69 0.69 E E EBT - - - - - - - - EBR 0.05 0.05 B D 0.32 0.31 D E WBL - - - - - - - - WBT - - - - - - - - WBR - - - - - - - - NBL 0.07 0.49 A E 0.54 0.46 F E NBT 0.68 0.83 B C 0.57 0.69 A B NBR - - - - - - - - SBU - 0.41 - E - 0.43 - E SBT 0.43 0.53 A B 0.79 1.13 B F SBR 0.08 0.10 A A 0.24 0.35 A B

510 Wellington Road & Southdale Road East

EBL 1.01 1.15 C F 0.85 1.50 E F EBT 0.45 0.51 C D 0.52 0.67 D D EBR 0.09 0.22 A C 0.13 0.29 A C WBL 0.23 0.20 C D 0.56 0.69 F D WBT 0.64 0.61 C D 0.79 0.76 D D WBR 0.21 0.74 A E 0.17 0.44 A D NBL 0.21 0.46 B D 0.75 0.95 E F NBT 0.63 0.94 D D 0.86 1.05 D F NBR 0.02 0.02 A C 0.04 0.04 A C SBL 0.48 0.48 D D 0.86 1.04 F F SBT 0.27 0.62 C C 0.69 1.39 D F SBR 0.11 0.11 A C 0.21 0.43 B C

525 Wellington Road & Montgomery Gate

EBL 0.21 0.22 D D 0.37 0.51 E D EBT - - - - - - - - EBR 0.00 0.00 C D 0.30 0.37 C D WBL - - - - - - - - WBT - - - - - - - - WBR - - - - - - - - NBL 0.05 0.41 A D 0.66 0.46 E C NBT 0.45 0.57 A A 0.53 0.63 A B NBR - - - - - - - - SBU - 0.32 - D - 0.46 - D SBT 0.23 0.41 A A 0.51 1.41 A F SBR - - - - - - - -


E1-E29



518 Wellington Road & Bradley Avenue

EBL 1.04 1.29 C F 0.71 0.99 E F EBT 0.77 0.79 C D 0.84 0.80 D D EBR - - - - - - - - WBL 1.25 1.60 D F 1.35 2.01 D F WBT 0.67 0.68 C D 0.69 0.63 D D WBR 0.06 0.06 A D 0.47 0.79 A D NBL 0.34 0.57 A E 0.89 1.69 E F NBT 0.84 0.98 B E 0.78 0.94 C D NBR 0.04 0.04 A F 0.05 0.05 A F SBL 0.69 0.66 C D 0.83 1.04 E F SBT 0.43 0.70 B C 0.98 1.54 C F SBR - 0.06 - C - 0.22 - C

531 Wellington Road & White Oaks Mall/Days Inn London

EBL 0.47 0.61 D E 0.82 0.81 E D EBT 0.02 0.03 B D 0.11 0.11 A C EBR - - - - - - - - WBL - - - - - - - - WBT 0.04 0.04 C D 0.12 0.07 D C WBR - - - - - - - - NBL 0.13 0.49 A D 0.80 0.71 C D NBT 0.39 0.49 A A 0.53 1.25 A F NBR - - - - - - - - SBL 0.01 0.49 A D 0.05 0.48 B D SBT 0.34 0.41 A B 0.78 1.82 B F SBR 0.03 0.03 A A 0.07 0.06 A F

544 Wellington Road & Wellington Commons

EBL - - - - - - - - EBT - 0.03 - D - 0.01 - D EBR - - - - - - - - WBL 0.06 0.11 D D 0.55 0.55 E E WBT - - - - - - - - WBR 0.16 0.01 C D 0.65 0.18 C D NBL - - - - - - - - NBT 0.39 0.55 A A 0.66 0.68 A A NBR - - - - - - - - SBL 0.08 0.15 A A 0.48 0.48 B B SBT 0.21 0.30 A A 0.50 0.55 A A SBR - - - - - - - -


E1-E30



598 Wellington Road & Exeter Road EBL 0.55 0.92 C D 0.95 0.46 E C EBT 0.38 0.56 C C 0.32 2.90 C F EBR 0.76 0.95 C E 0.97 0.05 D C WBL 0.56 0.54 C C 0.78 1.61 D F WBT 0.73 0.79 D D 0.85 0.87 E D WBR 0.41 0.12 A C 0.62 0.12 C C NBL 0.53 1.15 B F 0.95 1.41 E F NBT 0.57 1.14 C F 0.59 0.98 C E NBR 0.17 0.07 A C 0.18 0.04 A C SBL 0.15 0.45 A C 0.29 0.59 B D SBT 0.45 0.79 C D 0.94 1.67 C F SBR - - - - - - - -

599 Bessemer Road & Exeter Road EBL 0.72 0.82 C D 0.68 0.70 C C EBT 0.01 0.02 A C 0.01 0.02 A B EBR - - - - - - - - WBL - - - - - - - - WBT 0.53 0.76 B C 0.57 0.84 C C WBR - - - - - - - - NBL - - - - - - - - NBT 0.12 0.44 C D 0.26 0.30 C C NBR - - - - - - - - SBL - - - - - - - - SBT 0.41 0.24 A C 0.73 0.31 B C SBR - - - - - - - -


E1-E31

4 Downtown London The results of the traffic operations analysis for the BRT route in Downtown London is presented in this section.



315 Ridout Street North & Queens Avenue

EBL - - - - - - - - EBT - - - - - - - - EBR - - - - - - - - WBL 0.12 - A - 0.23 - A - WBT 0.20 0.36 A A 0.35 1.11 A E WBR - 0.10 - A - 0.04 - A NBL - - - - - - - - NBT - 0.76 - D - 1.29 - F NBR - - - - - - - - SBL - - - - - - - - SBT 0.27 0.08 C C 0.45 0.53 D D SBR - - - - - - - -

325 Ridout Street North & Dundas Street

EBL - - - - - - - - EBT 0.72 0.79 E C 0.36 0.28 B C EBR 0.72 0.77 E C 0.36 0.26 B C WBL - - - - - - - - WBT 0.08 0.09 A A 0.22 0.51 A D WBR - - - - - - - - NBL - - - - - - - - NBT - 0.61 - B - 0.31 - B NBR - - - - - - - - SBL - - - - - - - - SBT 0.24 0.28 D C 0.35 0.89 C B SBR - 0.00 - C - 0.00 - B

335 Ridout Street North & King Street

EBL - - - - - - - - EBT 0.68 0.69 D D 0.50 0.53 D D EBR 0.01 0.01 A C 0.03 0.03 A D WBL - - - - - - - - WBT - - - - - - - - WBR - - - - - - - - NBL 0.09 0.10 D C 0.05 0.05 B D NBT - 1.46 - F - 1.49 - F NBR 0.79 - E - 0.72 - D - SBL 0.81 1.50 C F 0.28 0.62 B D SBT 0.32 1.44 B F 0.31 0.60 B C SBR - 0.08 - E - 0.07 - F


E1-E32



336 Talbot Street & King Street EBL 0.60 - B - 0.49 - B - EBT 0.78 0.93 C C 0.50 0.60 B B EBR - - - - - - - - WBL - - - - - - - - WBT - - - - - - - - WBR - - - - - - - - NBL - - - - - - - - NBT 0.77 0.95 D E 0.50 - D - NBR 0.10 0.12 B C 0.08 - B - SBL 0.55 0.93 D F 0.24 - B - SBT 0.14 0.18 C D 0.25 - A - SBR - - - - - - - -

337 Richmond Street & King Street EBL 0.17 0.22 A B 0.56 0.52 B C EBT 0.81 0.75 A B 0.80 0.77 C C EBR - - - - - - - - WBL - - - - - - - - WBT - - - - - - - - WBR - - - - - - - - NBL - - - - - - - - NBT 0.76 0.76 B D 0.43 0.27 B B NBR - - - - - - - - SBL 0.45 - C - 0.31 - A - SBT 0.35 1.6 B C 0.68 0.94 B C SBR - - - - - - - -

338 Clarence Street & King Street EBL - - - - - - - - EBT 0.62 0.82 A B 0.57 0.58 B A EBR - 0.34 - B - 0.60 - B WBL - - - - - - - - WBT - - - - - - - - WBR - - - - - - - - NBL - - - - - - - - NBT 0.41 0.47 C C 0.31 0.37 C D NBR 0.16 0.23 B C 0.19 0.10 B D SBL - - - - - - - - SBT 0.28 - C - 0.46 - B - SBR - - - - - - - -


E1-E33



339 Wellington Street & King Street EBL - - - - - - - - EBT 0.78 0.40 C B 0.62 0.49 C C EBR 0.09 - A - 0.37 - B - WBL - - - - - - - - WBT - - - - - - - - WBR - - - - - - - - NBL - - - - - - - - NBT 0.88 1.32 B F 0.91 0.86 B D NBR 0.29 0.45 A E 0.23 0.20 A C SBL 0.69 1.20 D F 0.71 0.82 B D SBT 0.21 0.69 B C 0.64 0.90 A D SBR - - - - - - - -

329 Wellington Street & Dundas Street

EBL - - - - - - - - EBT 0.39 0.18 C C 0.47 0.28 C D EBR 0.05 - A - 0.12 - B - WBL 0.23 0.44 C C 0.39 0.79 D D WBT 0.14 0.08 C B 0.24 0.19 D C WBR 0.05 0.08 C B 0.06 0.10 D C NBL 0.12 0.18 A B 0.20 0.51 B D NBT 0.72 0.70 A C 0.48 0.56 B C NBR 0.12 0.18 A E 0.12 0.18 B F SBL 0.49 0.52 C D 0.33 0.66 B D SBT 0.37 0.47 C C 0.41 0.67 B C SBR - - - - - - - -

319 Wellington Street & Queens Avenue

EBL - - - - - - - - EBT - - - - - - - - EBR - - - - - - - - WBL 0.33 0.24 B B 0.32 0.35 B C WBT 0.76 0.58 C C 0.60 0.67 C C WBR - - - - - - - - NBL 0.84 1.10 D F 0.90 0.94 D E NBT 0.36 0.50 A C 0.51 0.37 B C NBR - - - - - - - - SBL - - - - - - - - SBT 0.55 0.92 C E 0.72 0.89 C D SBR - - - - - - - -


E1-E34



318 Clarence Street & Queens Avenue

EBL - - - - - - - - EBT - - - - - - - - EBR - - - - - - - - WBL 0.13 - A - 0.18 - A - WBT 0.53 0.51 A B 0.61 0.71 B B WBR 0.10 - A - 0.18 - A - NBL - - - - - - - - NBT 0.33 0.36 C B 0.48 0.42 D B NBR - - - - - - - - SBL - - - - - - - - SBT 0.17 - C - 0.39 - C - SBR 0.03 0.12 B E 0.07 0.52 B D

317 Richmond Street & Queens Avenue

EBL - - - - - - - - EBT - - - - - - - - EBR - - - - - - - - WBL 0.05 0.25 A A 0.13 0.39 A A WBT 0.38 0.31 A A 0.73 0.53 B A WBR 0.07 0.22 A A 0.10 0.28 A A NBL 0.26 0.26 D E 0.45 0.87 C F NBT 0.44 0.74 D E 0.38 0.54 C D NBR - - - - - - - - SBL - - - - - - - - SBT 0.29 0.43 B C 0.58 0.78 C D SBR - - - - - - - -

316 Talbot Street & Queens Avenue EBL - - - - - - - - EBT - - - - - - - - EBR - - - - - - - - WBL - - - - - - - - WBT 0.63 0.65 B C 0.92 0.88 B C WBR 0.07 - A - 0.04 - A - NBL 0.26 0.32 B C 0.61 0.73 C D NBT 0.85 0.67 B C 0.46 0.49 C C NBR - - - - - - - - SBL - - - - - - - - SBT 0.25 0.36 C C 0.56 0.60 D D SBR 0.14 0.17 A B 1.04 0.89 D E


E1-E35



328 Clarence Street & Dundas Street

EBL - - - - - - - - EBT 0.43 0.12 B D 0.41 0.2 A C EBR - - - - - - - - WBL - - - - - - - - WBT 0.13 0.21 C B 0.46 0.34 D C WBR - - - - - - - - NBL - - - - - - - - NBT 0.36 0.45 A A 0.35 0.55 B B NBR - - - - - - - - SBL - - - - - - - - SBT 0.29 - B - 0.47 - C - SBR - - - - - - - -

Documents

Appendix E-1: Trafﬁc Analysis - london.ca · IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London Document Control Page September 27, 2018