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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
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
Table of Contents
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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
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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
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5.3.6 Wellington Street and King Street ........................................ 42
6 Summary and Recommendations .......................................................... 43
6.1 Recommendations .......................................................................... 43
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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
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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
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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.
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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
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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.
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Exhibit 1-2 – South-and-West Route Study Area
Base map source: Open Street Map. Retrieved June 14, 2017
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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
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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:
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• 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.
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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
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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.
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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.
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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
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“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
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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.
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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.
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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.
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Exhibit 4-2 – King Street and Adelaide Street North Intersection
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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
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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.
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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.
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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
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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
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(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
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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.
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Exhibit 4-8 – Traffic Capacity Map
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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
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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.
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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
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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.
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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.
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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
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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.
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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.
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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.
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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.
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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.
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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
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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.
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
September 27, 2018 43
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;
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
September 27, 2018 44
− 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;
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
September 27, 2018 45
− 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;
− King Street and Ontario 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;
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
September 27, 2018 46
− 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.
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
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.
Turning Movements Report -
Location....... BASE LINE RD E @ WELLINGTON RD S
LONDONMunicipality. Tuesday, 10 April, 2012
INT4471GeoID.......
01:45 PM12:45 PM
MD Period
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... North south
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
Page 4 of 4Thursday, August 21, 2014
WELLINGTON RD S
Count Date.
Turning Movements Report -
Location....... BASE LINE RD E @ WELLINGTON RD S
LONDONMunicipality. Tuesday, 10 April, 2012
INT4471GeoID.......
05:00 PM04:00 PM
PM Period
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... North south
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
Page 3 of 4Thursday, August 21, 2014
WELLINGTON RD S
Count Date.
Turning Movements Report -
Location....... BASE LINE RD E @ WELLINGTON RD S
LONDONMunicipality. Tuesday, 10 April, 2012
INT4471GeoID.......
05:00 PM04:00 PM
Full Study
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... North south
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
Page 1 of 4Thursday, August 21, 2014
WELLINGTON RD S
Count Date.
Turning Movements Report -
Location....... BRADLEY AVE @ WELLINGTON RD S
LONDONMunicipality. Tuesday, 07 May, 2013
INT5871GeoID.......
09:00 AM08:00 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 %
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
Page 2 of 4Thursday, August 21, 2014
WELLINGTON RD S
Count Date.
Turning Movements Report -
Location....... BRADLEY AVE @ WELLINGTON RD S
LONDONMunicipality. Tuesday, 07 May, 2013
INT5871GeoID.......
01:15 PM12:15 PM
MD Period
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... North south
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
Page 1 of 4Thursday, August 21, 2014
WELLINGTON RD S
Count Date.
Turning Movements Report -
Location....... BRADLEY AVE @ WELLINGTON RD S
LONDONMunicipality. Tuesday, 07 May, 2013
INT5871GeoID.......
04:45 PM03:45 PM
PM Period
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... North south
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
Page 3 of 4Thursday, August 21, 2014
Count Date.
Turning Movements Report -
Location....... BRADLEY AVE @ WELLINGTON RD S
LONDONMunicipality. Tuesday, 07 May, 2013
INT5871GeoID.......
04:45 PM03:45 PM
Full Study
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... North south
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
Page 4 of 4Thursday, August 21, 2014
WELLINGTON ST
Count Date.
Turning Movements Report -
Location....... CENTRAL AVE @ WELLINGTON ST
LONDONMunicipality. Wednesday, 21 May, 2014
INT2611GeoID.......
08:45 AM07:45 AM
AM Period
Peak Hour..
Traffic Cont. Traffic signal Count Time.
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.
Turning Movements Report -
Location....... CENTRAL AVE @ WELLINGTON ST
LONDONMunicipality. Wednesday, 21 May, 2014
INT2611GeoID.......
12:15 PM11:15 AM
MD Period
Peak Hour..
Traffic Cont. Traffic signal Count Time.
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
Page 2 of 4Friday, August 22, 2014
Count Date.
Turning Movements Report -
Location....... CENTRAL AVE @ WELLINGTON ST
LONDONMunicipality. Wednesday, 21 May, 2014
INT2611GeoID.......
05:30 PM04:30 PM
PM Period
Peak Hour..
Traffic Cont. Traffic signal Count Time.
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
Page 4 of 4Friday, August 22, 2014
WELLINGTON ST
Count Date.
Turning Movements Report -
Location....... CENTRAL AVE @ WELLINGTON ST
LONDONMunicipality. Wednesday, 21 May, 2014
INT2611GeoID.......
05:30 PM04:30 PM
Full Study
Peak Hour..
Traffic Cont. Traffic signal Count Time.
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
Page 3 of 4Friday, August 22, 2014
Count Date.
Turning Movements Report -
Location....... DUFFERIN AVE @ WELLINGTON ST
LONDONMunicipality. Thursday, 05 April, 2012
INT2821GeoID.......
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 %
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
Page 4 of 4Friday, August 22, 2014
WELLINGTON ST
Count Date.
Turning Movements Report -
Location....... DUFFERIN AVE @ WELLINGTON ST
LONDONMunicipality. Thursday, 05 April, 2012
INT2821GeoID.......
01:45 PM12:45 PM
MD Period
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... North south
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
Page 1 of 4Friday, August 22, 2014
WELLINGTON ST
Count Date.
Turning Movements Report -
Location....... DUFFERIN AVE @ WELLINGTON ST
LONDONMunicipality. Thursday, 05 April, 2012
INT2821GeoID.......
05:30 PM04:30 PM
PM Period
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... North south
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
Page 3 of 4Friday, August 22, 2014
WELLINGTON ST
Count Date.
Turning Movements Report -
Location....... DUFFERIN AVE @ WELLINGTON ST
LONDONMunicipality. Thursday, 05 April, 2012
INT2821GeoID.......
05:30 PM04:30 PM
Full Study
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... North south
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
Page 2 of 4Friday, August 22, 2014
WELLINGTON ST
Count Date.
Turning Movements Report -
Location....... DUNDAS ST @ WELLINGTON ST
LONDONMunicipality. Tuesday, 12 November, 2013
INT2989GeoID.......
09:00 AM08:00 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 %
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
Page 2 of 4Friday, August 22, 2014
Count Date.
Turning Movements Report -
Location....... DUNDAS ST @ WELLINGTON ST
LONDONMunicipality. Tuesday, 12 November, 2013
INT2989GeoID.......
01:30 PM12:30 PM
MD Period
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... North south
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
Page 4 of 4Friday, August 22, 2014
WELLINGTON ST
Count Date.
Turning Movements Report -
Location....... DUNDAS ST @ WELLINGTON ST
LONDONMunicipality. Tuesday, 12 November, 2013
INT2989GeoID.......
05:30 PM04:30 PM
PM Period
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... North south
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
Page 1 of 4Friday, August 22, 2014
WELLINGTON ST
Count Date.
Turning Movements Report -
Location....... DUNDAS ST @ WELLINGTON ST
LONDONMunicipality. Tuesday, 12 November, 2013
INT2989GeoID.......
05:30 PM04:30 PM
Full Study
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... North south
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
Page 3 of 4Friday, August 22, 2014
WELLINGTON RD S
Count Date.
Turning Movements Report -
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
Page 3 of 4Thursday, August 21, 2014
WELLINGTON RD S
Count Date.
Turning Movements Report -
Location....... EMERY ST E @ WELLINGTON RD S
LONDONMunicipality. Wednesday, 07 April, 2010
INT4200GeoID.......
01:15 PM12:15 PM
MD Period
Peak Hour..
Traffic Cont. Intersection Pedestrian Signal Count Time.
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
Page 1 of 4Thursday, August 21, 2014
Count Date.
Turning Movements Report -
Location....... EMERY ST E @ WELLINGTON RD S
LONDONMunicipality. Wednesday, 07 April, 2010
INT4200GeoID.......
05:15 PM04:15 PM
PM Period
Peak Hour..
Traffic Cont. Intersection Pedestrian Signal Count Time.
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
Page 4 of 4Thursday, August 21, 2014
WELLINGTON RD S
Count Date.
Turning Movements Report -
Location....... EMERY ST E @ WELLINGTON RD S
LONDONMunicipality. Wednesday, 07 April, 2010
INT4200GeoID.......
05:15 PM04:15 PM
Full Study
Peak Hour..
Traffic Cont. Intersection Pedestrian Signal Count Time.
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
Page 2 of 4Thursday, August 21, 2014
WELLINGTON ST
Count Date.
Turning Movements Report -
Location....... GREY ST @ WELLINGTON ST
LONDONMunicipality. Monday, 30 March, 2009
INT3502GeoID.......
09:00 AM08:00 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 %
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
Page 3 of 4Thursday, August 21, 2014
Count Date.
Turning Movements Report -
Location....... GREY ST @ WELLINGTON ST
LONDONMunicipality. Monday, 30 March, 2009
INT3502GeoID.......
01:30 PM12:30 PM
MD Period
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... North south
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
Page 4 of 4Thursday, August 21, 2014
WELLINGTON ST
Count Date.
Turning Movements Report -
Location....... GREY ST @ WELLINGTON ST
LONDONMunicipality. Monday, 30 March, 2009
INT3502GeoID.......
05:15 PM04:15 PM
PM Period
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... North south
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
Page 2 of 4Thursday, August 21, 2014
WELLINGTON ST
Count Date.
Turning Movements Report -
Location....... GREY ST @ WELLINGTON ST
LONDONMunicipality. Monday, 30 March, 2009
INT3502GeoID.......
05:15 PM04:15 PM
Full Study
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... North south
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
Page 1 of 4Thursday, August 21, 2014
WELLINGTON ST
Count Date.
Turning Movements Report -
Location....... HORTON ST E @ WELLINGTON ST
LONDONMunicipality. Thursday, 07 November, 2013
INT3312GeoID.......
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 %
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
Page 2 of 4Friday, August 22, 2014
WELLINGTON ST
Count Date.
Turning Movements Report -
Location....... HORTON ST E @ WELLINGTON ST
LONDONMunicipality. Thursday, 07 November, 2013
INT3312GeoID.......
01:30 PM12:30 PM
MD Period
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... North south
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
Page 3 of 4Friday, August 22, 2014
WELLINGTON ST
Count Date.
Turning Movements Report -
Location....... HORTON ST E @ WELLINGTON ST
LONDONMunicipality. Thursday, 07 November, 2013
INT3312GeoID.......
05:30 PM04:30 PM
PM Period
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... North south
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
Page 1 of 4Friday, August 22, 2014
Count Date.
Turning Movements Report -
Location....... HORTON ST E @ WELLINGTON ST
LONDONMunicipality. Thursday, 07 November, 2013
INT3312GeoID.......
05:30 PM04:30 PM
Full Study
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... North south
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
Page 4 of 4Friday, August 22, 2014
WELLINGTON ST
Count Date.
Turning Movements Report -
Location....... KING ST @ WELLINGTON ST
LONDONMunicipality. Thursday, 07 November, 2013
INT3054GeoID.......
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 %
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
Page 3 of 4Friday, August 22, 2014
WELLINGTON ST
Count Date.
Turning Movements Report -
Location....... KING ST @ WELLINGTON ST
LONDONMunicipality. Thursday, 07 November, 2013
INT3054GeoID.......
01:45 PM12:45 PM
MD Period
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... North south
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
Page 1 of 4Friday, August 22, 2014
WELLINGTON ST
Count Date.
Turning Movements Report -
Location....... KING ST @ WELLINGTON ST
LONDONMunicipality. Thursday, 07 November, 2013
INT3054GeoID.......
05:00 PM04:00 PM
PM Period
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... North south
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
Page 2 of 4Friday, August 22, 2014
Count Date.
Turning Movements Report -
Location....... KING ST @ WELLINGTON ST
LONDONMunicipality. Thursday, 07 November, 2013
INT3054GeoID.......
05:15 PM04:15 PM
Full Study
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... North south
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
Page 4 of 4Friday, August 22, 2014
WELLINGTON RD S
Count Date.
Turning Movements Report -
Location....... MONTGOMERY GATE @ WELLINGTON RDS
LONDONMunicipality. Monday, 17 June, 2013
INT5689GeoID.......
08:30 AM07:30 AM
AM Period
Peak Hour..
Traffic Cont. Traffic signal Count Time.
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
Page 3 of 4Thursday, August 21, 2014
Count Date.
Turning Movements Report -
Location....... MONTGOMERY GATE @ WELLINGTON RDS
LONDONMunicipality. Monday, 17 June, 2013
INT5689GeoID.......
01:00 PM12:00 PM
MD Period
Peak Hour..
Traffic Cont. Traffic signal Count Time.
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
Page 4 of 4Thursday, August 21, 2014
WELLINGTON RD S
Count Date.
Turning Movements Report -
Location....... MONTGOMERY GATE @ WELLINGTON RDS
LONDONMunicipality. Monday, 17 June, 2013
INT5689GeoID.......
05:15 PM04:15 PM
PM Period
Peak Hour..
Traffic Cont. Traffic signal Count Time.
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
Page 2 of 4Thursday, August 21, 2014
WELLINGTON RD S
Count Date.
Turning Movements Report -
Location....... MONTGOMERY GATE @ WELLINGTON RDS
LONDONMunicipality. Monday, 17 June, 2013
INT5689GeoID.......
05:15 PM04:15 PM
Full Study
Peak Hour..
Traffic Cont. Traffic signal Count Time.
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
Page 1 of 4Thursday, August 21, 2014
Count Date.
Turning Movements Report -
Location....... QUEENS AVE @ WELLINGTON ST
LONDONMunicipality. Friday, 22 November, 2013
INT2919GeoID.......
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 %
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
Page 4 of 4Friday, August 22, 2014
WELLINGTON ST
Count Date.
Turning Movements Report -
Location....... QUEENS AVE @ WELLINGTON ST
LONDONMunicipality. Friday, 22 November, 2013
INT2919GeoID.......
12:45 PM11:45 AM
MD Period
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... North south
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
Page 1 of 4Friday, August 22, 2014
WELLINGTON ST
Count Date.
Turning Movements Report -
Location....... QUEENS AVE @ WELLINGTON ST
LONDONMunicipality. Friday, 22 November, 2013
INT2919GeoID.......
05:00 PM04:00 PM
PM Period
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... North south
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
Page 2 of 4Friday, August 22, 2014
WELLINGTON ST
Count Date.
Turning Movements Report -
Location....... QUEENS AVE @ WELLINGTON ST
LONDONMunicipality. Friday, 22 November, 2013
INT2919GeoID.......
05:00 PM04:00 PM
Full Study
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... North south
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
Page 3 of 4Friday, August 22, 2014
WELLINGTON RD S
Count Date.
Turning Movements Report -
Location....... SOUTHDALE RD E @ WELLINGTON RD S
LONDONMunicipality. Thursday, 31 October, 2013
INT5490GeoID.......
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 %
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
Page 3 of 4Thursday, August 21, 2014
WELLINGTON RD S
Count Date.
Turning Movements Report -
Location....... SOUTHDALE RD E @ WELLINGTON RD S
LONDONMunicipality. Thursday, 31 October, 2013
INT5490GeoID.......
01:00 PM12:00 PM
MD Period
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... North south
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
Page 1 of 4Thursday, August 21, 2014
Count Date.
Turning Movements Report -
Location....... SOUTHDALE RD E @ WELLINGTON RD S
LONDONMunicipality. Thursday, 31 October, 2013
INT5490GeoID.......
05:00 PM04:00 PM
PM Period
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... North south
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
Page 4 of 4Thursday, August 21, 2014
WELLINGTON RD S
Count Date.
Turning Movements Report -
Location....... SOUTHDALE RD E @ WELLINGTON RD S
LONDONMunicipality. Thursday, 31 October, 2013
INT5490GeoID.......
05:00 PM04:00 PM
Full Study
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... North south
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
Page 2 of 4Thursday, August 21, 2014
Count Date.
Turning Movements Report -
Location....... WELLINGTON RD S @ WILKINS ST
LONDONMunicipality. Friday, 10 May, 2013
INT5061GeoID.......
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 %
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
Page 4 of 4Thursday, August 21, 2014
WELLINGTON RD S
Count Date.
Turning Movements Report -
Location....... WELLINGTON RD S @ WILKINS ST
LONDONMunicipality. Friday, 10 May, 2013
INT5061GeoID.......
01:15 PM12:15 PM
MD Period
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... North south
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
Page 2 of 4Thursday, August 21, 2014
WELLINGTON RD S
Count Date.
Turning Movements Report -
Location....... WELLINGTON RD S @ WILKINS ST
LONDONMunicipality. Friday, 10 May, 2013
INT5061GeoID.......
05:15 PM04:15 PM
PM Period
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... North south
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
Page 1 of 4Thursday, August 21, 2014
WELLINGTON RD S
Count Date.
Turning Movements Report -
Location....... WELLINGTON RD S @ WILKINS ST
LONDONMunicipality. Friday, 10 May, 2013
INT5061GeoID.......
05:15 PM04:15 PM
Full Study
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... North south
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
Page 3 of 4Thursday, August 21, 2014
WELLINGTON ST
Count Date.
Turning Movements Report -
Location....... WELLINGTON ST @ YORK ST
LONDONMunicipality. Wednesday, 09 November,2011
INT3148GeoID.......
08:45 AM07:45 AM
AM Period
Peak Hour..
Traffic Cont. Traffic signal Count Time.
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
Page 3 of 4Friday, August 22, 2014
WELLINGTON ST
Count Date.
Turning Movements Report -
Location....... WELLINGTON ST @ YORK ST
LONDONMunicipality. Wednesday, 09 November,2011
INT3148GeoID.......
12:45 PM11:45 AM
MD Period
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... East west
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
Page 2 of 4Friday, August 22, 2014
Count Date.
Turning Movements Report -
Location....... WELLINGTON ST @ YORK ST
LONDONMunicipality. Wednesday, 09 November,2011
INT3148GeoID.......
05:00 PM04:00 PM
PM Period
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... East west
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
Page 4 of 4Friday, August 22, 2014
WELLINGTON ST
Count Date.
Turning Movements Report -
Location....... WELLINGTON ST @ YORK ST
LONDONMunicipality. Wednesday, 09 November,2011
INT3148GeoID.......
05:00 PM04:00 PM
Full Study
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... East west
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
Page 1 of 4Friday, August 22, 2014
Count Date.
Turning Movements Report -
Location....... FANSHAWE PARK RD W @ RICHMOND ST
LONDONMunicipality. Thursday, 06 June, 2013
INT620GeoID.......
08:45 AM07:45 AM
AM Period
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... East west
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
Page 4 of 4Friday, August 22, 2014
RICHMOND ST
Count Date.
Turning Movements Report -
Location....... FANSHAWE PARK RD W @ RICHMOND ST
LONDONMunicipality. Thursday, 06 June, 2013
INT620GeoID.......
01:15 PM12:15 PM
MD Period
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... East west
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
Page 2 of 4Friday, August 22, 2014
RICHMOND ST
Count Date.
Turning Movements Report -
Location....... FANSHAWE PARK RD W @ RICHMOND ST
LONDONMunicipality. Thursday, 06 June, 2013
INT620GeoID.......
05:00 PM04:00 PM
PM Period
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... East west
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
Page 3 of 4Friday, August 22, 2014
RICHMOND ST
Count Date.
Turning Movements Report -
Location....... FANSHAWE PARK RD W @ RICHMOND ST
LONDONMunicipality. Thursday, 06 June, 2013
INT620GeoID.......
05:45 PM04:45 PM
Full Study
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... East west
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
Page 1 of 4Friday, August 22, 2014
Count Date.
Turning Movements Report -
Location....... FANSHAWE PARK RD W @ RICHMOND ST
LONDONMunicipality. Saturday, 26 April, 2014
INT620GeoID.......
03:45 PM02:45 PM
MD Period
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... East west
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
Page 2 of 2Friday, August 22, 2014
RICHMOND ST
Count Date.
Turning Movements Report -
Location....... FANSHAWE PARK RD W @ RICHMOND ST
LONDONMunicipality. Saturday, 26 April, 2014
INT620GeoID.......
03:45 PM02:45 PM
Full Study
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... East west
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
Page 1 of 2Friday, August 22, 2014
RICHMOND ST
Count Date.
Turning Movements Report -
Location....... FANSHAWE PARK RD W @ RICHMOND ST
LONDONMunicipality. Sunday, 27 April, 2014
INT620GeoID.......
02:00 PM01:00 PM
MD Period
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... East west
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
Page 1 of 2Friday, August 22, 2014
Count Date.
Turning Movements Report -
Location....... FANSHAWE PARK RD W @ RICHMOND ST
LONDONMunicipality. Sunday, 27 April, 2014
INT620GeoID.......
02:00 PM01:00 PM
Full Study
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... East west
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
Page 2 of 2Friday, August 22, 2014
RICHMOND ST
Count Date.
Turning Movements Report -
Location....... HILLVIEW BLVD @ RICHMOND ST
LONDONMunicipality. Thursday, 29 April, 2010
INT704GeoID.......
09:00 AM08:00 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 %
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
Page 3 of 4Friday, August 22, 2014
RICHMOND ST
Count Date.
Turning Movements Report -
Location....... HILLVIEW BLVD @ RICHMOND ST
LONDONMunicipality. Thursday, 29 April, 2010
INT704GeoID.......
01:15 PM12:15 PM
MD Period
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... North south
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
Page 2 of 4Friday, August 22, 2014
Count Date.
Turning Movements Report -
Location....... HILLVIEW BLVD @ RICHMOND ST
LONDONMunicipality. Thursday, 29 April, 2010
INT704GeoID.......
06:00 PM05:00 PM
PM Period
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... North south
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
Page 4 of 4Friday, August 22, 2014
RICHMOND ST
Count Date.
Turning Movements Report -
Location....... HILLVIEW BLVD @ RICHMOND ST
LONDONMunicipality. Thursday, 29 April, 2010
INT704GeoID.......
06:00 PM05:00 PM
Full Study
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... North south
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
Page 1 of 4Friday, August 22, 2014
Count Date.
Turning Movements Report -
Location....... HILLVIEW BLVD @ RICHMOND ST
LONDONMunicipality. Saturday, 03 May, 2014
INT704GeoID.......
03:00 PM02:00 PM
MD Period
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... North south
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
Page 2 of 2Friday, August 22, 2014
RICHMOND ST
Count Date.
Turning Movements Report -
Location....... HILLVIEW BLVD @ RICHMOND ST
LONDONMunicipality. Saturday, 03 May, 2014
INT704GeoID.......
03:00 PM02:00 PM
Full Study
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... North south
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
Page 1 of 2Friday, August 22, 2014
Count Date.
Turning Movements Report -
Location....... HILLVIEW BLVD @ RICHMOND ST
LONDONMunicipality. Sunday, 04 May, 2014
INT704GeoID.......
03:30 PM02:30 PM
MD Period
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... North south
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
Page 2 of 2Friday, August 22, 2014
RICHMOND ST
Count Date.
Turning Movements Report -
Location....... HILLVIEW BLVD @ RICHMOND ST
LONDONMunicipality. Sunday, 04 May, 2014
INT704GeoID.......
03:30 PM02:30 PM
Full Study
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... North south
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
Page 1 of 2Friday, August 22, 2014
RICHMOND ST
Count Date.......
Turning Movements Report -
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.......
Turning Movements Report -
Location............. ANGEL ST @ RICHMOND ST
LONDONMunicipality.......
Thursday, 24 October, 2013
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
Page 2 of 3Wednesday, August 27, 2014
Count Date.......
Turning Movements Report -
Location............. ANGEL ST @ RICHMOND ST
LONDONMunicipality.......
Thursday, 24 October, 2013
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
Page 3 of 3Wednesday, August 27, 2014
RICHMOND ST
Count Date.......
Turning Movements Report -
Location............. BERNARD AVE @ RICHMOND ST
LONDONMunicipality.......
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
Page 1 of 3Wednesday, August 27, 2014
RICHMOND ST
Count Date.......
Turning Movements Report -
Location............. BERNARD AVE @ RICHMOND ST
LONDONMunicipality.......
Monday, 08 April, 2013
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
Page 2 of 3Wednesday, August 27, 2014
Count Date.......
Turning Movements Report -
Location............. BERNARD AVE @ RICHMOND ST
LONDONMunicipality.......
Monday, 08 April, 2013
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
Page 3 of 3Wednesday, August 27, 2014
RICHMOND ST
Count Date.......
Turning Movements Report -
Location............. CENTRAL AVE @ RICHMOND ST
LONDONMunicipality.......
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
Page 1 of 3Wednesday, August 27, 2014
RICHMOND ST
Count Date.......
Turning Movements Report -
Location............. CENTRAL AVE @ RICHMOND ST
LONDONMunicipality.......
Monday, 24 June, 2013
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
Page 2 of 3Wednesday, August 27, 2014
Count Date.......
Turning Movements Report -
Location............. CENTRAL AVE @ RICHMOND ST
LONDONMunicipality.......
Monday, 24 June, 2013
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
Page 3 of 3Wednesday, August 27, 2014
RICHMOND ST
Count Date.......
Turning Movements Report -
Location............. CHEAPSIDE ST @ RICHMOND ST
LONDONMunicipality.......
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
Page 1 of 3Wednesday, August 27, 2014
RICHMOND ST
Count Date.......
Turning Movements Report -
Location............. CHEAPSIDE ST @ RICHMOND ST
LONDONMunicipality.......
Tuesday, 23 April, 2013
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
Page 2 of 3Wednesday, August 27, 2014
Count Date.......
Turning Movements Report -
Location............. CHEAPSIDE ST @ RICHMOND ST
LONDONMunicipality.......
Tuesday, 23 April, 2013
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
Page 3 of 3Wednesday, August 27, 2014
RICHMOND ST
Count Date.......
Turning Movements Report -
Location............. DUFFERIN AVE @ RICHMOND ST
LONDONMunicipality.......
Monday, 10 June, 2013
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
Page 1 of 3Wednesday, August 27, 2014
RICHMOND ST
Count Date.......
Turning Movements Report -
Location............. DUFFERIN AVE @ RICHMOND ST
LONDONMunicipality.......
Monday, 10 June, 2013
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
Page 2 of 3Wednesday, August 27, 2014
Count Date.......
Turning Movements Report -
Location............. DUFFERIN AVE @ RICHMOND ST
LONDONMunicipality.......
Monday, 10 June, 2013
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
Page 3 of 3Wednesday, August 27, 2014
RICHMOND ST
Count Date.......
Turning Movements Report -
Location............. DUNDAS ST @ RICHMOND ST
LONDONMunicipality.......
Thursday, 10 October, 2013
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
Page 1 of 3Wednesday, August 27, 2014
RICHMOND ST
Count Date.......
Turning Movements Report -
Location............. DUNDAS ST @ RICHMOND ST
LONDONMunicipality.......
Thursday, 10 October, 2013
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
Page 2 of 3Wednesday, August 27, 2014
Count Date.......
Turning Movements Report -
Location............. DUNDAS ST @ RICHMOND ST
LONDONMunicipality.......
Thursday, 10 October, 2013
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
Page 3 of 3Wednesday, August 27, 2014
RICHMOND ST
Count Date.......
Turning Movements Report -
Location............. GROSVENOR ST @ RICHMOND ST
LONDONMunicipality.......
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
Page 1 of 3Wednesday, August 27, 2014
RICHMOND ST
Count Date.......
Turning Movements Report -
Location............. GROSVENOR ST @ RICHMOND ST
LONDONMunicipality.......
Wednesday, 15 May, 2013
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
Page 2 of 3Wednesday, August 27, 2014
Count Date.......
Turning Movements Report -
Location............. GROSVENOR ST @ RICHMOND ST
LONDONMunicipality.......
Wednesday, 15 May, 2013
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
Page 3 of 3Wednesday, August 27, 2014
RICHMOND ST
Count Date.......
Turning Movements Report -
Location............. HORTON ST E @ RICHMOND ST
LONDONMunicipality.......
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
Page 1 of 3Wednesday, August 27, 2014
RICHMOND ST
Count Date.......
Turning Movements Report -
Location............. HORTON ST E @ RICHMOND ST
LONDONMunicipality.......
Thursday, 07 November,2013
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
Page 2 of 3Wednesday, August 27, 2014
Count Date.......
Turning Movements Report -
Location............. HORTON ST E @ RICHMOND ST
LONDONMunicipality.......
Thursday, 07 November,2013
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
Page 3 of 3Wednesday, August 27, 2014
RICHMOND ST
Count Date.......
Turning Movements Report -
Location............. HURON ST @ RICHMOND ST
LONDONMunicipality.......
Wednesday, 02 May, 2012
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
Page 1 of 3Wednesday, August 27, 2014
RICHMOND ST
Count Date.......
Turning Movements Report -
Location............. HURON ST @ RICHMOND ST
LONDONMunicipality.......
Wednesday, 02 May, 2012
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
Page 2 of 3Wednesday, August 27, 2014
Count Date.......
Turning Movements Report -
Location............. HURON ST @ RICHMOND ST
LONDONMunicipality.......
Wednesday, 02 May, 2012
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
Page 3 of 3Wednesday, August 27, 2014
RICHMOND ST
Count Date.......
Turning Movements Report -
Location............. KING ST @ RICHMOND ST
LONDONMunicipality.......
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
Page 1 of 3Wednesday, August 27, 2014
RICHMOND ST
Count Date.......
Turning Movements Report -
Location............. KING ST @ RICHMOND ST
LONDONMunicipality.......
Wednesday, 13 November,2013
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
Page 2 of 3Wednesday, August 27, 2014
Count Date.......
Turning Movements Report -
Location............. KING ST @ RICHMOND ST
LONDONMunicipality.......
Wednesday, 13 November,2013
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
Page 3 of 3Wednesday, August 27, 2014
RICHMOND ST
Count Date.......
Turning Movements Report -
Location............. PALL MALL ST @ RICHMOND ST
LONDONMunicipality.......
Monday, 09 June, 2014
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
Page 1 of 3Wednesday, August 27, 2014
RICHMOND ST
Count Date.......
Turning Movements Report -
Location............. PALL MALL ST @ RICHMOND ST
LONDONMunicipality.......
Monday, 09 June, 2014
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
Page 2 of 3Wednesday, August 27, 2014
Count Date.......
Turning Movements Report -
Location............. PALL MALL ST @ RICHMOND ST
LONDONMunicipality.......
Monday, 09 June, 2014
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
Page 3 of 3Wednesday, August 27, 2014
RICHMOND ST
Count Date.......
Turning Movements Report -
Location............. QUEENS AVE @ RICHMOND ST
LONDONMunicipality.......
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
Page 1 of 3Wednesday, August 27, 2014
RICHMOND ST
Count Date.......
Turning Movements Report -
Location............. QUEENS AVE @ RICHMOND ST
LONDONMunicipality.......
Wednesday, 05 June, 2013
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
Page 2 of 3Wednesday, August 27, 2014
Count Date.......
Turning Movements Report -
Location............. QUEENS AVE @ RICHMOND ST
LONDONMunicipality.......
Wednesday, 05 June, 2013
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
Page 3 of 3Wednesday, August 27, 2014
RICHMOND ST
Count Date.......
Turning Movements Report -
Location............. RICHMOND ST @ UNIVERSITY DR (PVT)
LONDONMunicipality.......
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
Page 1 of 3Wednesday, August 27, 2014
RICHMOND ST
Count Date.......
Turning Movements Report -
Location............. RICHMOND ST @ UNIVERSITY DR (PVT)
LONDONMunicipality.......
Thursday, 07 March, 2013
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
Page 2 of 3Wednesday, August 27, 2014
Count Date.......
Turning Movements Report -
Location............. RICHMOND ST @ UNIVERSITY DR (PVT)
LONDONMunicipality.......
Thursday, 07 March, 2013
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
Page 3 of 3Wednesday, August 27, 2014
RICHMOND ST
Count Date.......
Turning Movements Report -
Location............. RICHMOND ST @ VICTORIA ST
LONDONMunicipality.......
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
Page 1 of 3Wednesday, August 27, 2014
RICHMOND ST
Count Date.......
Turning Movements Report -
Location............. RICHMOND ST @ VICTORIA ST
LONDONMunicipality.......
Wednesday, 30 April, 2014
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
Page 2 of 3Wednesday, August 27, 2014
Count Date.......
Turning Movements Report -
Location............. RICHMOND ST @ VICTORIA ST
LONDONMunicipality.......
Wednesday, 30 April, 2014
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
Page 3 of 3Wednesday, August 27, 2014
RICHMOND ST
Count Date.......
Turning Movements Report -
Location............. RICHMOND ST @ YORK ST
LONDONMunicipality.......
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
Page 1 of 3Wednesday, August 27, 2014
RICHMOND ST
Count Date.......
Turning Movements Report -
Location............. RICHMOND ST @ YORK ST
LONDONMunicipality.......
Monday, 04 November, 2013
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
Page 2 of 3Wednesday, August 27, 2014
Count Date.......
Turning Movements Report -
Location............. RICHMOND ST @ YORK ST
LONDONMunicipality.......
Monday, 04 November, 2013
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
Page 3 of 3Wednesday, August 27, 2014
RICHMOND ST
Count Date.
Turning Movements Report -
Location....... RICHMOND ST @ SHAVIANBLVD/SUNNYSIDE DR
LONDONMunicipality. Thursday, 13 June, 2013
INT892GeoID.......
09:00 AM08:00 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 %
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
Page 1 of 4Friday, August 22, 2014
RICHMOND ST
Count Date.
Turning Movements Report -
Location....... RICHMOND ST @ SHAVIANBLVD/SUNNYSIDE DR
LONDONMunicipality. Thursday, 13 June, 2013
INT892GeoID.......
01:00 PM12:00 PM
MD Period
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... North south
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%
SHAVIAN BLVD/SUNNYSIDE DR
RICHMOND ST
Cyclists: 0
Cyclists: 0
Cyclists: 0
Cyclists: 0
Page 3 of 4Friday, August 22, 2014
Count Date.
Turning Movements Report -
Location....... RICHMOND ST @ SHAVIANBLVD/SUNNYSIDE DR
LONDONMunicipality. Thursday, 13 June, 2013
INT892GeoID.......
05:15 PM04:15 PM
PM Period
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... North south
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%
SHAVIAN BLVD/SUNNYSIDE DR
RICHMOND ST
Cyclists: 0
Cyclists: 0
Cyclists: 0
Cyclists: 0
Page 4 of 4Friday, August 22, 2014
RICHMOND ST
Count Date.
Turning Movements Report -
Location....... RICHMOND ST @ SHAVIANBLVD/SUNNYSIDE DR
LONDONMunicipality. Thursday, 13 June, 2013
INT892GeoID.......
05:15 PM04:15 PM
Full Study
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... North south
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%
SHAVIAN BLVD/SUNNYSIDE DR
RICHMOND ST
Cyclists: 0
Cyclists: 0
Cyclists: 0
Cyclists: 0
Page 2 of 4Friday, August 22, 2014
RICHMOND ST
Count Date.
Turning Movements Report -
Location....... RICHMOND ST @ SHAVIANBLVD/SUNNYSIDE DR
LONDONMunicipality. Saturday, 03 May, 2014
INT892GeoID.......
03:30 PM02:30 PM
MD Period
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... North south
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%
SHAVIAN BLVD/SUNNYSIDE DR
RICHMOND ST
Cyclists: 0
Cyclists: 0
Cyclists: 0
Cyclists: 0
Page 1 of 2Friday, August 22, 2014
Count Date.
Turning Movements Report -
Location....... RICHMOND ST @ SHAVIANBLVD/SUNNYSIDE DR
LONDONMunicipality. Saturday, 03 May, 2014
INT892GeoID.......
03:30 PM02:30 PM
Full Study
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... North south
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%
SHAVIAN BLVD/SUNNYSIDE DR
RICHMOND ST
Cyclists: 0
Cyclists: 0
Cyclists: 0
Cyclists: 0
Page 2 of 2Friday, August 22, 2014
Count Date.
Turning Movements Report -
Location....... RICHMOND ST @ SHAVIANBLVD/SUNNYSIDE DR
LONDONMunicipality. Sunday, 04 May, 2014
INT892GeoID.......
03:30 PM02:30 PM
MD Period
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... North south
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%
SHAVIAN BLVD/SUNNYSIDE DR
RICHMOND ST
Cyclists: 0
Cyclists: 0
Cyclists: 0
Cyclists: 0
Page 2 of 2Friday, August 22, 2014
RICHMOND ST
Count Date.
Turning Movements Report -
Location....... RICHMOND ST @ SHAVIANBLVD/SUNNYSIDE DR
LONDONMunicipality. Sunday, 04 May, 2014
INT892GeoID.......
03:30 PM02:30 PM
Full Study
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... North south
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%
SHAVIAN BLVD/SUNNYSIDE DR
RICHMOND ST
Cyclists: 0
Cyclists: 0
Cyclists: 0
Cyclists: 0
Page 1 of 2Friday, August 22, 2014
RICHMOND ST
Count Date.......
Turning Movements Report -
Location............. RICHMOND ST @ WESTERN RD
LONDONMunicipality.......
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
Page 1 of 3Wednesday, August 27, 2014
RICHMOND ST
Count Date.......
Turning Movements Report -
Location............. RICHMOND ST @ WESTERN RD
LONDONMunicipality.......
Monday, 18 March, 2013
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
Page 2 of 3Wednesday, August 27, 2014
Count Date.......
Turning Movements Report -
Location............. RICHMOND ST @ WESTERN RD
LONDONMunicipality.......
Monday, 18 March, 2013
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
Page 3 of 3Wednesday, August 27, 2014
RICHMOND ST
Count Date.
Turning Movements Report -
Location....... RICHMOND ST @ WINDERMERE RD
LONDONMunicipality. Tuesday, 19 March, 2013
INT1099GeoID.......
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 %
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
Page 3 of 4Friday, August 22, 2014
Count Date.
Turning Movements Report -
Location....... RICHMOND ST @ WINDERMERE RD
LONDONMunicipality. Tuesday, 19 March, 2013
INT1099GeoID.......
01:45 PM12:45 PM
MD Period
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... North south
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
Page 4 of 4Friday, August 22, 2014
RICHMOND ST
Count Date.
Turning Movements Report -
Location....... RICHMOND ST @ WINDERMERE RD
LONDONMunicipality. Tuesday, 19 March, 2013
INT1099GeoID.......
05:00 PM04:00 PM
PM Period
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... North south
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
Page 2 of 4Friday, August 22, 2014
RICHMOND ST
Count Date.
Turning Movements Report -
Location....... RICHMOND ST @ WINDERMERE RD
LONDONMunicipality. Tuesday, 19 March, 2013
INT1099GeoID.......
05:30 PM04:30 PM
Full Study
Peak Hour..
Traffic Cont. Traffic signal Count Time.
Major Dir..... North south
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
Page 1 of 4Friday, August 22, 2014
CAPULET LANE
Count Date.......
Turning Movements Report -
Location............. CAPULET LANE @ OXFORD ST W
LONDONMunicipality.......
Monday, 16 November, 2009
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
Page 1 of 3Wednesday, August 27, 2014
CAPULET LANE
Count Date.......
Turning Movements Report -
Location............. CAPULET LANE @ OXFORD ST W
LONDONMunicipality.......
Monday, 16 November, 2009
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
Page 2 of 3Wednesday, August 27, 2014
Count Date.......
Turning Movements Report -
Location............. CAPULET LANE @ OXFORD ST W
LONDONMunicipality.......
Monday, 16 November, 2009
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
Page 3 of 3Wednesday, August 27, 2014
CHERRYHILL BLVD
Count Date.......
Turning Movements Report -
Location............. CHERRYHILL BLVD @ OXFORD ST W
LONDONMunicipality.......
Wednesday, 01 May, 2013
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
Page 1 of 3Wednesday, August 27, 2014
CHERRYHILL BLVD
Count Date.......
Turning Movements Report -
Location............. CHERRYHILL BLVD @ OXFORD ST W
LONDONMunicipality.......
Wednesday, 01 May, 2013
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
Page 2 of 3Wednesday, August 27, 2014
Count Date.......
Turning Movements Report -
Location............. CHERRYHILL BLVD @ OXFORD ST W
LONDONMunicipality.......
Wednesday, 01 May, 2013
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
Page 3 of 3Wednesday, August 27, 2014
CLARKE RD
Count Date.......
Turning Movements Report -
Location............. CLARKE RD @ OXFORD ST E
LONDONMunicipality.......
Thursday, 17 October, 2013
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
Page 1 of 3Friday, August 29, 2014
CLARKE RD
Count Date.......
Turning Movements Report -
Location............. CLARKE RD @ OXFORD ST E
LONDONMunicipality.......
Thursday, 17 October, 2013
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
Page 2 of 3Friday, August 29, 2014
Count Date.......
Turning Movements Report -
Location............. CLARKE RD @ OXFORD ST E
LONDONMunicipality.......
Thursday, 17 October, 2013
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
Page 3 of 3Friday, August 29, 2014
FIRST ST
Count Date.......
Turning Movements Report -
Location............. FIRST ST @ OXFORD ST E
LONDONMunicipality.......
Tuesday, 16 April, 2013
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
Page 1 of 3Friday, August 29, 2014
FIRST ST
Count Date.......
Turning Movements Report -
Location............. FIRST ST @ OXFORD ST E
LONDONMunicipality.......
Tuesday, 16 April, 2013
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
Page 2 of 3Friday, August 29, 2014
Count Date.......
Turning Movements Report -
Location............. FIRST ST @ OXFORD ST E
LONDONMunicipality.......
Tuesday, 16 April, 2013
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
Page 3 of 3Friday, August 29, 2014
GUILDWOOD BLVD
Count Date.......
Turning Movements Report -
Location............. GUILDWOOD BLVD @ OXFORD ST W
LONDONMunicipality.......
Monday, 28 April, 2014
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
Page 1 of 3Wednesday, August 27, 2014
GUILDWOOD BLVD
Count Date.......
Turning Movements Report -
Location............. GUILDWOOD BLVD @ OXFORD ST W
LONDONMunicipality.......
Monday, 28 April, 2014
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
Page 2 of 3Wednesday, August 27, 2014
Count Date.......
Turning Movements Report -
Location............. GUILDWOOD BLVD @ OXFORD ST W
LONDONMunicipality.......
Monday, 28 April, 2014
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
Page 3 of 3Wednesday, August 27, 2014
HYDE PARK RD
Count Date.......
Turning Movements Report -
Location............. HYDE PARK RD @ OXFORD ST W
LONDONMunicipality.......
Wednesday, 03 April, 2013
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
Page 1 of 3Wednesday, August 27, 2014
HYDE PARK RD
Count Date.......
Turning Movements Report -
Location............. HYDE PARK RD @ OXFORD ST W
LONDONMunicipality.......
Wednesday, 03 April, 2013
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
Page 2 of 3Wednesday, August 27, 2014
Count Date.......
Turning Movements Report -
Location............. HYDE PARK RD @ OXFORD ST W
LONDONMunicipality.......
Wednesday, 03 April, 2013
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
Page 3 of 3Wednesday, August 27, 2014
PLATT'S LANE
Count Date.......
Turning Movements Report -
Location............. OXFORD ST W @ PLATT'S LANE
LONDONMunicipality.......
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
Page 1 of 3Wednesday, August 27, 2014
PLATT'S LANE
Count Date.......
Turning Movements Report -
Location............. OXFORD ST W @ PLATT'S LANE
LONDONMunicipality.......
Thursday, 13 June, 2013
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
Page 2 of 3Wednesday, August 27, 2014
Count Date.......
Turning Movements Report -
Location............. OXFORD ST W @ PLATT'S LANE
LONDONMunicipality.......
Thursday, 13 June, 2013
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
Page 3 of 3Wednesday, August 27, 2014
PROUDFOOT LANE
Count Date.......
Turning Movements Report -
Location............. OXFORD ST W @ PROUDFOOT LANE
LONDONMunicipality.......
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
Page 1 of 3Wednesday, August 27, 2014
PROUDFOOT LANE
Count Date.......
Turning Movements Report -
Location............. OXFORD ST W @ PROUDFOOT LANE
LONDONMunicipality.......
Thursday, 04 April, 2013
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
Page 2 of 3Wednesday, August 27, 2014
Count Date.......
Turning Movements Report -
Location............. OXFORD ST W @ PROUDFOOT LANE
LONDONMunicipality.......
Thursday, 04 April, 2013
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
Page 3 of 3Wednesday, August 27, 2014
RICHMOND ST
Count Date.......
Turning Movements Report -
Location............. OXFORD ST E @ RICHMOND ST
LONDONMunicipality.......
Monday, 10 June, 2013
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
Page 1 of 3Wednesday, August 27, 2014
RICHMOND ST
Count Date.......
Turning Movements Report -
Location............. OXFORD ST E @ RICHMOND ST
LONDONMunicipality.......
Monday, 10 June, 2013
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
Page 2 of 3Wednesday, August 27, 2014
Count Date.......
Turning Movements Report -
Location............. OXFORD ST E @ RICHMOND ST
LONDONMunicipality.......
Monday, 10 June, 2013
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
Page 3 of 3Wednesday, August 27, 2014
SECOND ST
Count Date.......
Turning Movements Report -
Location............. OXFORD ST E @ SECOND ST
LONDONMunicipality.......
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
Page 1 of 3Friday, August 29, 2014
SECOND ST
Count Date.......
Turning Movements Report -
Location............. OXFORD ST E @ SECOND ST
LONDONMunicipality.......
Wednesday, 27 February,2013
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
Page 2 of 3Friday, August 29, 2014
Count Date.......
Turning Movements Report -
Location............. OXFORD ST E @ SECOND ST
LONDONMunicipality.......
Wednesday, 27 February,2013
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
Page 3 of 3Friday, August 29, 2014
TALBOT ST
Count Date.......
Turning Movements Report -
Location............. OXFORD ST E @ TALBOT ST
LONDONMunicipality.......
Wednesday, 12 June, 2013
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
Page 1 of 3Wednesday, August 27, 2014
TALBOT ST
Count Date.......
Turning Movements Report -
Location............. OXFORD ST E @ TALBOT ST
LONDONMunicipality.......
Wednesday, 12 June, 2013
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
Page 2 of 3Wednesday, August 27, 2014
Count Date.......
Turning Movements Report -
Location............. OXFORD ST E @ TALBOT ST
LONDONMunicipality.......
Wednesday, 12 June, 2013
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
Page 3 of 3Wednesday, August 27, 2014
THIRD ST
Count Date.......
Turning Movements Report -
Location............. OXFORD ST E @ THIRD ST
LONDONMunicipality.......
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
Page 1 of 3Friday, August 29, 2014
THIRD ST
Count Date.......
Turning Movements Report -
Location............. OXFORD ST E @ THIRD ST
LONDONMunicipality.......
Thursday, 28 February, 2013
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
Page 2 of 3Friday, August 29, 2014
Count Date.......
Turning Movements Report -
Location............. OXFORD ST E @ THIRD ST
LONDONMunicipality.......
Thursday, 28 February, 2013
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
Page 3 of 3Friday, August 29, 2014
WHARNCLIFFE RD N
Count Date.......
Turning Movements Report -
Location............. OXFORD ST W @ WHARNCLIFFE RD N
LONDONMunicipality.......
Wednesday, 01 May, 2013
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
Page 1 of 3Wednesday, August 27, 2014
WHARNCLIFFE RD N
Count Date.......
Turning Movements Report -
Location............. OXFORD ST W @ WHARNCLIFFE RD N
LONDONMunicipality.......
Wednesday, 01 May, 2013
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
Page 2 of 3Wednesday, August 27, 2014
Count Date.......
Turning Movements Report -
Location............. OXFORD ST W @ WHARNCLIFFE RD N
LONDONMunicipality.......
Wednesday, 01 May, 2013
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
Page 3 of 3Wednesday, August 27, 2014
WONDERLAND RD N
Count Date.......
Turning Movements Report -
Location............. OXFORD ST W @ WONDERLAND RD N
LONDONMunicipality.......
Thursday, 19 April, 2012
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
Page 1 of 3Wednesday, August 27, 2014
WONDERLAND RD N
Count Date.......
Turning Movements Report -
Location............. OXFORD ST W @ WONDERLAND RD N
LONDONMunicipality.......
Thursday, 19 April, 2012
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
Page 2 of 3Wednesday, August 27, 2014
Count Date.......
Turning Movements Report -
Location............. OXFORD ST W @ WONDERLAND RD N
LONDONMunicipality.......
Thursday, 19 April, 2012
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
Page 3 of 3Wednesday, August 27, 2014
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
Heavys Trucks Cars Totals
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
Cars Trucks Heavys Totals
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
Dundas St @ Ashland Ave
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
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:
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
Heavys Trucks Cars Totals
22 6 792 820
Heavys Trucks Cars Totals
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
Cars Trucks Heavys Totals
21 0 0 21
714 6 22 742
13 1 0 14
748 7 22
Cars Trucks Heavys Totals
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
Dundas St @ Ashland Ave
Total Count Diagram
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:
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
Heavys Trucks Cars Totals
79 36 2986 3101
Heavys Trucks Cars Totals
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
Cars Trucks Heavys Totals
67 0 1 68
2813 36 79 2928
46 1 1 48
2926 37 81
Cars Trucks Heavys Totals
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
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
0000000005
Dundas St & Dorinda St
5
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:
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
Heavys Trucks Cars Totals
25 8 765 798
Heavys Trucks Cars Totals
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
Cars Trucks Heavys Totals
8 0 1 9
754 8 25 787
762 8 26
Cars Trucks Heavys Totals
788 7 20 815
Comments
Dundas St @ Dorinda St
Afternoon Peak Diagram Specified Period
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
Dundas St & Dorinda St
5
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:
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
Heavys Trucks Cars Totals
16 2 795 813
Heavys Trucks Cars Totals
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
Cars Trucks Heavys Totals
19 0 0 19
767 2 16 785
786 2 16
Cars Trucks Heavys Totals
821 7 11 839
Comments
Dundas St @ Dorinda St
Total Count Diagram
Municipality:
Site #:
Intersection:
TFR File #:
Count date:
London
0000000005
Dundas St & Dorinda St
5
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:
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
Heavys Trucks Cars Totals
79 26 2882 2987
Heavys Trucks Cars Totals
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
Cars Trucks Heavys Totals
45 1 1 47
2796 26 79 2901
2841 27 80
Cars Trucks Heavys Totals
2892 27 60 2979
Comments
Dundas St @ McCormick Blvd
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
0000000006
Dundas St & McCormick Blvd
6
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:
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
Heavys Trucks Cars Totals
31 7 824 862
Heavys Trucks Cars Totals
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
Cars Trucks Heavys Totals
8 1 0 9
819 7 31 857
827 8 31
Cars Trucks Heavys Totals
785 9 26 820
Comments
Dundas St @ McCormick Blvd
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
0000000006
Dundas St & McCormick Blvd
6
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:
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
Heavys Trucks Cars Totals
23 6 786 815
Heavys Trucks Cars Totals
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
Cars Trucks Heavys Totals
18 0 0 18
773 6 23 802
791 6 23
Cars Trucks Heavys Totals
870 8 14 892
Comments
Dundas St @ McCormick Blvd
Total Count Diagram
Municipality:
Site #:
Intersection:
TFR File #:
Count date:
London
0000000006
Dundas St & McCormick Blvd
6
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:
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
Heavys Trucks Cars Totals
87 30 2945 3062
Heavys Trucks Cars Totals
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
Cars Trucks Heavys Totals
47 1 0 48
2918 30 87 3035
2965 31 87
Cars Trucks Heavys Totals
2995 33 70 3098
Comments
King/Adelaide Ramps to and from York
Morning Peak Diagram Specified Period
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
Weather conditions:Clear/Dry
Person(s) who counted:Cam
** 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
Cars Trucks Heavys Totals
0 0 0 0
93 0 0 93
93 0 0
Cars Trucks Heavys Totals
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
King/Adelaide Ramps to and from York
Afternoon Peak Diagram Specified Period
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
King/Adelaide Ramps &
8
15-Nov-2016
Weather conditions:Clear/Dry
Person(s) who counted:Cam
** Non-Signalized Intersection ** Major Road: King/Adelaide Ramps runs N/S
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
Cars Trucks Heavys Totals
0 0 0 0
78 0 0 78
78 0 0
Cars Trucks Heavys Totals
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
King/Adelaide Ramps to and from York
Total Count Diagram
Municipality:
Site #:
Intersection:
TFR File #:
Count date:
London
0000000008
King/Adelaide Ramps &
8
15-Nov-2016
Weather conditions:Clear/Dry
Person(s) who counted:Cam
** Non-Signalized Intersection ** Major Road: King/Adelaide Ramps runs N/S
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
Cars Trucks Heavys Totals
0 0 0 0
319 1 1 321
319 1 1
Cars Trucks Heavys Totals
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
Morning Peak Diagram Specified Period
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
Weather conditions:Clear/Dry
Person(s) who counted:Cam
** Non-Signalized Intersection ** Major Road: Oxford St runs W/E
Heavys Trucks Cars Totals
46 15 833 894
Heavys Trucks Cars Totals
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
Cars Trucks Heavys Totals
833 15 46 894
70 0 3 73
903 15 49
Cars Trucks Heavys Totals
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
Oxford St @ Beaverbrook Ave
Afternoon Peak Diagram Specified Period
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
Oxford St & Beaverbrook Ave
1
15-Nov-2016
Weather conditions:Clear/Dry
Person(s) who counted:Cam
** Non-Signalized Intersection ** Major Road: Oxford St runs W/E
Heavys Trucks Cars Totals
15 8 1810 1833
Heavys Trucks Cars Totals
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
Cars Trucks Heavys Totals
1808 8 15 1831
162 0 7 169
1970 8 22
Cars Trucks Heavys Totals
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
Oxford St @ Beaverbrook Ave
Total Count Diagram
Municipality:
Site #:
Intersection:
TFR File #:
Count date:
London
0000000001
Oxford St & Beaverbrook Ave
1
15-Nov-2016
Weather conditions:Clear/Dry
Person(s) who counted:Cam
** Non-Signalized Intersection ** Major Road: Oxford St runs W/E
Heavys Trucks Cars Totals
112 36 4861 5009
Heavys Trucks Cars Totals
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
Cars Trucks Heavys Totals
4848 35 112 4995
419 1 27 447
5267 36 139
Cars Trucks Heavys Totals
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
Morning Peak Diagram Specified Period
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
Weather conditions:Clear/Dry
Person(s) who counted:Cam
** 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
Heavys Trucks Cars Totals
0 0 3 3
Heavys Trucks Cars Totals
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
Cars Trucks Heavys Totals
22 0 4 26
0 0 0 0
1 0 0 1
23 0 4
Cars Trucks Heavys Totals
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
Wellington Rd @ Bond St
Afternoon Peak Diagram Specified Period
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
Wellington Rd & Bond St
3
15-Nov-2016
Weather conditions:Clear/Dry
Person(s) who counted:Cam
** Non-Signalized Intersection ** Major Road: Wellington Rd runs N/S
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
Heavys Trucks Cars Totals
0 1 3 4
Heavys Trucks Cars Totals
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
Cars Trucks Heavys Totals
2 0 3 5
0 0 0 0
0 0 0 0
2 0 3
Cars Trucks Heavys Totals
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
Wellington Rd @ Bond St
Total Count Diagram
Municipality:
Site #:
Intersection:
TFR File #:
Count date:
London
0000000003
Wellington Rd & Bond St
3
15-Nov-2016
Weather conditions:Clear/Dry
Person(s) who counted:Cam
** Non-Signalized Intersection ** Major Road: Wellington Rd runs N/S
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
Heavys Trucks Cars Totals
0 1 8 9
Heavys Trucks Cars Totals
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
Cars Trucks Heavys Totals
39 0 15 54
0 0 0 0
7 0 0 7
46 0 15
Cars Trucks Heavys Totals
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
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
0000000002
Wellington St & South St
2
15-Nov-2016
Weather conditions:Clear/Dry
Person(s) who counted:Cam
** 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
Heavys Trucks Cars Totals
1 0 74 75
Heavys Trucks Cars Totals
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
Cars Trucks Heavys Totals
2 1 0 3
0 0 0 0
0 3 0 3
2 4 0
Cars Trucks Heavys Totals
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
Wellington St @ South St
Afternoon Peak Diagram Specified Period
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
Wellington St & South St
2
15-Nov-2016
Weather conditions:Clear/Dry
Person(s) who counted:Cam
** Non-Signalized Intersection ** Major Road: Wellington St runs N/S
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
Heavys Trucks Cars Totals
0 1 29 30
Heavys Trucks Cars Totals
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
Cars Trucks Heavys Totals
0 0 0 0
0 0 0 0
1 0 0 1
1 0 0
Cars Trucks Heavys Totals
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
Wellington St @ South St
Total Count Diagram
Municipality:
Site #:
Intersection:
TFR File #:
Count date:
London
0000000002
Wellington St & South St
2
15-Nov-2016
Weather conditions:Clear/Dry
Person(s) who counted:Cam
** Non-Signalized Intersection ** Major Road: Wellington St runs N/S
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
Heavys Trucks Cars Totals
1 1 196 198
Heavys Trucks Cars Totals
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
Cars Trucks Heavys Totals
5 2 0 7
0 0 0 0
1 8 0 9
6 10 0
Cars Trucks Heavys Totals
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
Morning Peak Diagram Specified Period
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
Weather conditions:Clear/Dry
Person(s) who counted:Cam
** Non-Signalized Intersection ** Major Road: Wellington Rd runs N/S
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
Cars Trucks Heavys Totals
66 0 2 68
15 0 0 15
81 0 2
Cars Trucks Heavys Totals
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
Wellington Rd @ Whetter Ave
Afternoon Peak Diagram Specified Period
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
Wellington Rd & Whetter Ave
4
15-Nov-2016
Weather conditions:Clear/Dry
Person(s) who counted:Cam
** Non-Signalized Intersection ** Major Road: Wellington Rd runs N/S
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
Cars Trucks Heavys Totals
86 0 0 86
25 0 0 25
111 0 0
Cars Trucks Heavys Totals
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
Wellington Rd @ Whetter Ave
Total Count Diagram
Municipality:
Site #:
Intersection:
TFR File #:
Count date:
London
0000000004
Wellington Rd & Whetter Ave
4
15-Nov-2016
Weather conditions:Clear/Dry
Person(s) who counted:Cam
** Non-Signalized Intersection ** Major Road: Wellington Rd runs N/S
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
Cars Trucks Heavys Totals
258 0 4 262
78 0 0 78
336 0 4
Cars Trucks Heavys Totals
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
Morning Peak Diagram Specified Period
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
Weather conditions:Clear/Dry
Person(s) who counted:Cam
** 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
Heavys Trucks Cars Totals
4 0 52 56
Heavys Trucks Cars Totals
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
Western Rd @ Ambleside Dr
Afternoon Peak Diagram Specified Period
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
Western Rd & Ambleside Dr
9
15-Nov-2016
Weather conditions:Clear/Dry
Person(s) who counted:Cam
** Non-Signalized Intersection ** Major Road: Western Rd runs N/S
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
Heavys Trucks Cars Totals
3 0 331 334
Heavys Trucks Cars Totals
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
Western Rd @ Ambleside Dr
Total Count Diagram
Municipality:
Site #:
Intersection:
TFR File #:
Count date:
London
0000000009
Western Rd & Ambleside Dr
9
15-Nov-2016
Weather conditions:Clear/Dry
Person(s) who counted:Cam
** Non-Signalized Intersection ** Major Road: Western Rd runs N/S
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
Heavys Trucks Cars Totals
14 1 676 691
Heavys Trucks Cars Totals
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
Page 1 of 1Friday, August 29, 2014
HIGHBURY AVE N
Count Date.......
Turning Movements Report -
Location............. HIGHBURY AVE N @ LONDON PSYCHIATRIC HOSPITAL ENTRY
LONDONMunicipality.......
Thursday, 24 June, 2010
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%
LONDON PSYCHIATRIC HOSPITALENTRY
HIGHBURY AVE N
Page 1 of 3Friday, August 29, 2014
HIGHBURY AVE N
Count Date.......
Turning Movements Report -
Location............. HIGHBURY AVE N @ LONDON PSYCHIATRIC HOSPITAL ENTRY
LONDONMunicipality.......
Thursday, 24 June, 2010
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%
LONDON PSYCHIATRIC HOSPITALENTRY
HIGHBURY AVE N
Page 2 of 3Friday, August 29, 2014
Count Date.......
Turning Movements Report -
Location............. HIGHBURY AVE N @ LONDON PSYCHIATRIC HOSPITAL ENTRY
LONDONMunicipality.......
Thursday, 24 June, 2010
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%
LONDON PSYCHIATRIC HOSPITALENTRY
HIGHBURY AVE N
Page 3 of 3Friday, August 29, 2014
HIGHBURY AVE N
Count Date.......
Turning Movements Report -
Location............. HIGHBURY AVE N @ OXFORD ST E
LONDONMunicipality.......
Tuesday, 02 April, 2013
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
Page 1 of 3Friday, August 29, 2014
HIGHBURY AVE N
Count Date.......
Turning Movements Report -
Location............. HIGHBURY AVE N @ OXFORD ST E
LONDONMunicipality.......
Tuesday, 02 April, 2013
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
Page 2 of 3Friday, August 29, 2014
Count Date.......
Turning Movements Report -
Location............. HIGHBURY AVE N @ OXFORD ST E
LONDONMunicipality.......
Tuesday, 02 April, 2013
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
Page 3 of 3Friday, August 29, 2014
WATERLOO ST
Count Date.......
Turning Movements Report -
Location............. DUNDAS ST @ WATERLOO ST
LONDONMunicipality.......
Thursday, 31 October, 2013
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
Page 1 of 3Friday, August 29, 2014
WATERLOO ST
Count Date.......
Turning Movements Report -
Location............. DUNDAS ST @ WATERLOO ST
LONDONMunicipality.......
Thursday, 31 October, 2013
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
Page 2 of 3Friday, August 29, 2014
Count Date.......
Turning Movements Report -
Location............. DUNDAS ST @ WATERLOO ST
LONDONMunicipality.......
Thursday, 31 October, 2013
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
Page 3 of 3Friday, August 29, 2014
ADELAIDE ST N
Count Date.......
Turning Movements Report -
Location............. ADELAIDE ST N @ DUNDAS ST
LONDONMunicipality.......
Thursday, 26 April, 2012
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
Page 1 of 3Friday, August 29, 2014
ADELAIDE ST N
Count Date.......
Turning Movements Report -
Location............. ADELAIDE ST N @ DUNDAS ST
LONDONMunicipality.......
Thursday, 26 April, 2012
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
Page 2 of 3Friday, August 29, 2014
Count Date.......
Turning Movements Report -
Location............. ADELAIDE ST N @ DUNDAS ST
LONDONMunicipality.......
Thursday, 26 April, 2012
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
Page 3 of 3Friday, August 29, 2014
COLBORNE ST
Count Date.......
Turning Movements Report -
Location............. COLBORNE ST @ DUNDAS ST
LONDONMunicipality.......
Wednesday, 01 May, 2013
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
Page 1 of 3Friday, August 29, 2014
COLBORNE ST
Count Date.......
Turning Movements Report -
Location............. COLBORNE ST @ DUNDAS ST
LONDONMunicipality.......
Wednesday, 01 May, 2013
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
Page 2 of 3Friday, August 29, 2014
Count Date.......
Turning Movements Report -
Location............. COLBORNE ST @ DUNDAS ST
LONDONMunicipality.......
Wednesday, 01 May, 2013
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
Page 3 of 3Friday, August 29, 2014
EGERTON ST
Count Date.......
Turning Movements Report -
Location............. DUNDAS ST @ EGERTON ST
LONDONMunicipality.......
Monday, 11 April, 2011
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
Page 1 of 3Friday, August 29, 2014
EGERTON ST
Count Date.......
Turning Movements Report -
Location............. DUNDAS ST @ EGERTON ST
LONDONMunicipality.......
Monday, 11 April, 2011
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
Page 2 of 3Friday, August 29, 2014
Count Date.......
Turning Movements Report -
Location............. DUNDAS ST @ EGERTON ST
LONDONMunicipality.......
Monday, 11 April, 2011
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
Page 3 of 3Friday, August 29, 2014
ELIZABETH ST
Count Date.......
Turning Movements Report -
Location............. DUNDAS ST @ ELIZABETH ST
LONDONMunicipality.......
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
Page 1 of 3Friday, August 29, 2014
ELIZABETH ST
Count Date.......
Turning Movements Report -
Location............. DUNDAS ST @ ELIZABETH ST
LONDONMunicipality.......
Monday, 27 May, 2013
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
Page 2 of 3Friday, August 29, 2014
Count Date.......
Turning Movements Report -
Location............. DUNDAS ST @ ELIZABETH ST
LONDONMunicipality.......
Monday, 27 May, 2013
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
Page 3 of 3Friday, August 29, 2014
HIGHBURY AVE N
Count Date.......
Turning Movements Report -
Location............. DUNDAS ST @ HIGHBURY AVE N
LONDONMunicipality.......
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
Page 1 of 3Friday, August 29, 2014
HIGHBURY AVE N
Count Date.......
Turning Movements Report -
Location............. DUNDAS ST @ HIGHBURY AVE N
LONDONMunicipality.......
Tuesday, 15 October, 2013
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
Page 2 of 3Friday, August 29, 2014
Count Date.......
Turning Movements Report -
Location............. DUNDAS ST @ HIGHBURY AVE N
LONDONMunicipality.......
Tuesday, 15 October, 2013
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
Page 3 of 3Friday, August 29, 2014
MAITLAND ST
Count Date.......
Turning Movements Report -
Location............. DUNDAS ST @ MAITLAND ST
LONDONMunicipality.......
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
Page 1 of 3Friday, August 29, 2014
MAITLAND ST
Count Date.......
Turning Movements Report -
Location............. DUNDAS ST @ MAITLAND ST
LONDONMunicipality.......
Monday, 31 October, 2011
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
Page 2 of 3Friday, August 29, 2014
Count Date.......
Turning Movements Report -
Location............. DUNDAS ST @ MAITLAND ST
LONDONMunicipality.......
Monday, 31 October, 2011
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
Page 3 of 3Friday, August 29, 2014
ONTARIO ST
Count Date.......
Turning Movements Report -
Location............. DUNDAS ST @ ONTARIO ST
LONDONMunicipality.......
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
Page 1 of 3Friday, August 29, 2014
ONTARIO ST
Count Date.......
Turning Movements Report -
Location............. DUNDAS ST @ ONTARIO ST
LONDONMunicipality.......
Monday, 23 September,2013
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
Page 2 of 3Friday, August 29, 2014
Count Date.......
Turning Movements Report -
Location............. DUNDAS ST @ ONTARIO ST
LONDONMunicipality.......
Monday, 23 September,2013
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
Page 3 of 3Friday, August 29, 2014
QUEBEC ST
Count Date.......
Turning Movements Report -
Location............. DUNDAS ST @ QUEBEC ST
LONDONMunicipality.......
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
Page 1 of 3Friday, August 29, 2014
QUEBEC ST
Count Date.......
Turning Movements Report -
Location............. DUNDAS ST @ QUEBEC ST
LONDONMunicipality.......
Tuesday, 24 September,2013
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
Page 2 of 3Friday, August 29, 2014
Count Date.......
Turning Movements Report -
Location............. DUNDAS ST @ QUEBEC ST
LONDONMunicipality.......
Tuesday, 24 September,2013
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
Page 3 of 3Friday, August 29, 2014
DUNDAS ST
Count Date.......
Turning Movements Report -
Location............. DUNDAS ST @ WILLIAM ST
LONDONMunicipality.......
Tuesday, 13 September,2011
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
Page 1 of 3Friday, August 29, 2014
DUNDAS ST
Count Date.......
Turning Movements Report -
Location............. DUNDAS ST @ WILLIAM ST
LONDONMunicipality.......
Tuesday, 13 September,2011
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
Page 2 of 3Friday, August 29, 2014
Count Date.......
Turning Movements Report -
Location............. DUNDAS ST @ WILLIAM ST
LONDONMunicipality.......
Tuesday, 13 September,2011
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
Page 3 of 3Friday, August 29, 2014
RECTORY ST
Count Date.......
Turning Movements Report -
Location............. DUNDAS ST @ RECTORY ST
LONDONMunicipality.......
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
Page 1 of 3Friday, August 29, 2014
RECTORY ST
Count Date.......
Turning Movements Report -
Location............. DUNDAS ST @ RECTORY ST
LONDONMunicipality.......
Tuesday, 01 May, 2012
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
Page 2 of 3Friday, August 29, 2014
Count Date.......
Turning Movements Report -
Location............. DUNDAS ST @ RECTORY ST
LONDONMunicipality.......
Tuesday, 01 May, 2012
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
Page 3 of 3Friday, August 29, 2014
CLARENCE ST
Count Date.......
Turning Movements Report -
Location............. CLARENCE ST @ DUFFERIN AVE
LONDONMunicipality.......
Tuesday, 21 May, 2013
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
Page 1 of 3Friday, August 29, 2014
CLARENCE ST
Count Date.......
Turning Movements Report -
Location............. CLARENCE ST @ DUFFERIN AVE
LONDONMunicipality.......
Tuesday, 21 May, 2013
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
Page 2 of 3Friday, August 29, 2014
Count Date.......
Turning Movements Report -
Location............. CLARENCE ST @ DUFFERIN AVE
LONDONMunicipality.......
Tuesday, 21 May, 2013
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
Page 3 of 3Friday, August 29, 2014
CLARENCE ST
Count Date.......
Turning Movements Report -
Location............. CLARENCE ST @ DUNDAS ST
LONDONMunicipality.......
Monday, 25 June, 2012
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
Page 1 of 3Friday, August 29, 2014
CLARENCE ST
Count Date.......
Turning Movements Report -
Location............. CLARENCE ST @ DUNDAS ST
LONDONMunicipality.......
Monday, 25 June, 2012
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
Page 2 of 3Friday, August 29, 2014
Count Date.......
Turning Movements Report -
Location............. CLARENCE ST @ DUNDAS ST
LONDONMunicipality.......
Monday, 25 June, 2012
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
Page 3 of 3Friday, August 29, 2014
Count Date.......
Turning Movements Report -
Location............. CLARENCE ST @ KING ST
LONDONMunicipality.......
Wednesday, 04 April, 2012
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%
Page 1 of 3Friday, August 29, 2014
Count Date.......
Turning Movements Report -
Location............. CLARENCE ST @ KING ST
LONDONMunicipality.......
Wednesday, 04 April, 2012
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%
Page 2 of 3Friday, August 29, 2014
Count Date.......
Turning Movements Report -
Location............. CLARENCE ST @ KING ST
LONDONMunicipality.......
Wednesday, 04 April, 2012
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%
Page 3 of 3Friday, August 29, 2014
CLARENCE ST
Count Date.......
Turning Movements Report -
Location............. CLARENCE ST @ QUEENS AVE
LONDONMunicipality.......
Wednesday, 15 May, 2013
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
Page 1 of 3Friday, August 29, 2014
CLARENCE ST
Count Date.......
Turning Movements Report -
Location............. CLARENCE ST @ QUEENS AVE
LONDONMunicipality.......
Wednesday, 15 May, 2013
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
Page 2 of 3Friday, August 29, 2014
Count Date.......
Turning Movements Report -
Location............. CLARENCE ST @ QUEENS AVE
LONDONMunicipality.......
Wednesday, 15 May, 2013
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
Page 3 of 3Friday, August 29, 2014
CLARENCE ST
Count Date.......
Turning Movements Report -
Location............. CLARENCE ST @ YORK ST
LONDONMunicipality.......
Wednesday, 22 May, 2013
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
Page 1 of 3Friday, August 29, 2014
CLARENCE ST
Count Date.......
Turning Movements Report -
Location............. CLARENCE ST @ YORK ST
LONDONMunicipality.......
Wednesday, 22 May, 2013
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
Page 2 of 3Friday, August 29, 2014
Count Date.......
Turning Movements Report -
Location............. CLARENCE ST @ YORK ST
LONDONMunicipality.......
Wednesday, 22 May, 2013
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
Page 3 of 3Friday, August 29, 2014
ADELAIDE ST N
Count Date.......
Turning Movements Report -
Location............. ADELAIDE ST N @ CHEAPSIDE ST
LONDONMunicipality.......
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.......
Turning Movements Report -
Location............. ADELAIDE ST N @ CHEAPSIDE ST
LONDONMunicipality.......
Wednesday, 30 September,2015
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
Page 2 of 3Monday, October 16, 2017
Count Date.......
Turning Movements Report -
Location............. ADELAIDE ST N @ CHEAPSIDE ST
LONDONMunicipality.......
Wednesday, 30 September,2015
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
Page 3 of 3Monday, October 16, 2017
ADELAIDE ST N
Count Date.......
Turning Movements Report -
Location............. ADELAIDE ST N @ HURON ST
LONDONMunicipality.......
Monday, 16 November, 2015
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
Page 1 of 3Monday, October 16, 2017
ADELAIDE ST N
Count Date.......
Turning Movements Report -
Location............. ADELAIDE ST N @ HURON ST
LONDONMunicipality.......
Monday, 16 November, 2015
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
Page 2 of 3Monday, October 16, 2017
Count Date.......
Turning Movements Report -
Location............. ADELAIDE ST N @ HURON ST
LONDONMunicipality.......
Monday, 16 November, 2015
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
Page 3 of 3Monday, October 16, 2017
ADELAIDE ST N
Count Date.......
Turning Movements Report -
Location............. ADELAIDE ST N @ WINDERMERE RD
LONDONMunicipality.......
Monday, 25 September,2017
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
Page 1 of 3Monday, October 16, 2017
ADELAIDE ST N
Count Date.......
Turning Movements Report -
Location............. ADELAIDE ST N @ WINDERMERE RD
LONDONMunicipality.......
Monday, 25 September,2017
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
Page 2 of 3Monday, October 16, 2017
Count Date.......
Turning Movements Report -
Location............. ADELAIDE ST N @ WINDERMERE RD
LONDONMunicipality.......
Monday, 25 September,2017
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
Page 3 of 3Monday, October 16, 2017
ADELAIDE ST N
Count Date.......
Turning Movements Report -
Location............. ADELAIDE ST N @ FANSHAWE PARK RD E
LONDONMunicipality.......
Tuesday, 29 September,2015
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
Page 1 of 3Monday, October 16, 2017
ADELAIDE ST N
Count Date.......
Turning Movements Report -
Location............. ADELAIDE ST N @ FANSHAWE PARK RD E
LONDONMunicipality.......
Tuesday, 29 September,2015
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
Page 2 of 3Monday, October 16, 2017
Count Date.......
Turning Movements Report -
Location............. ADELAIDE ST N @ FANSHAWE PARK RD E
LONDONMunicipality.......
Tuesday, 29 September,2015
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
Page 3 of 3Monday, October 16, 2017
NORTH CENTRE RD
Count Date.......
Turning Movements Report -
Location............. FANSHAWE PARK RD E @ NORTH CENTRE RD
LONDONMunicipality.......
Wednesday, 19 April, 2017
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
Page 1 of 3Monday, October 16, 2017
NORTH CENTRE RD
Count Date.......
Turning Movements Report -
Location............. FANSHAWE PARK RD E @ NORTH CENTRE RD
LONDONMunicipality.......
Wednesday, 19 April, 2017
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
Page 2 of 3Monday, October 16, 2017
Count Date.......
Turning Movements Report -
Location............. FANSHAWE PARK RD E @ NORTH CENTRE RD
LONDONMunicipality.......
Wednesday, 19 April, 2017
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
Page 3 of 3Monday, October 16, 2017
WHARNCLIFFE RD N
Count Date.......
Turning Movements Report -
Location............. MOUNT PLEASANT AVE @ WHARNCLIFFE RD N
LONDONMunicipality.......
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.......
Turning Movements Report -
Location............. MOUNT PLEASANT AVE @ WHARNCLIFFE RD N
LONDONMunicipality.......
Wednesday, 25 March, 2015
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
Page 2 of 3Thursday, October 26, 2017
Count Date.......
Turning Movements Report -
Location............. MOUNT PLEASANT AVE @ WHARNCLIFFE RD N
LONDONMunicipality.......
Wednesday, 25 March, 2015
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
Page 3 of 3Thursday, October 26, 2017
WHARNCLIFFE RD N
Count Date.......
Turning Movements Report -
Location............. RIVERSIDE DR @ WHARNCLIFFE RD N
LONDONMunicipality.......
Monday, 08 May, 2017
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
Page 1 of 3Thursday, October 26, 2017
WHARNCLIFFE RD N
Count Date.......
Turning Movements Report -
Location............. RIVERSIDE DR @ WHARNCLIFFE RD N
LONDONMunicipality.......
Monday, 08 May, 2017
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
Page 2 of 3Thursday, October 26, 2017
Count Date.......
Turning Movements Report -
Location............. RIVERSIDE DR @ WHARNCLIFFE RD N
LONDONMunicipality.......
Monday, 08 May, 2017
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
Page 3 of 3Thursday, October 26, 2017
RIDOUT ST N
Count Date.......
Turning Movements Report -
Location............. DUNDAS ST @ RIDOUT ST N
LONDONMunicipality.......
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.......
Turning Movements Report -
Location............. DUNDAS ST @ RIDOUT ST N
LONDONMunicipality.......
Tuesday, 24 March, 2015
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
Page 2 of 4Thursday, April 21, 2016
RIDOUT ST N
Count Date.......
Turning Movements Report -
Location............. DUNDAS ST @ RIDOUT ST N
LONDONMunicipality.......
Tuesday, 24 March, 2015
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
Page 3 of 4Thursday, April 21, 2016
Count Date.......
Turning Movements Report -
Location............. DUNDAS ST @ RIDOUT ST N
LONDONMunicipality.......
Tuesday, 24 March, 2015
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
Page 4 of 4Thursday, April 21, 2016
TALBOT ST
Count Date.......
Turning Movements Report -
Location............. KING ST @ TALBOT ST
LONDONMunicipality.......
Tuesday, 24 March, 2015
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
Page 1 of 4Thursday, April 21, 2016
TALBOT ST
Count Date.......
Turning Movements Report -
Location............. KING ST @ TALBOT ST
LONDONMunicipality.......
Tuesday, 24 March, 2015
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
Page 2 of 4Thursday, April 21, 2016
TALBOT ST
Count Date.......
Turning Movements Report -
Location............. KING ST @ TALBOT ST
LONDONMunicipality.......
Tuesday, 24 March, 2015
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
Page 3 of 4Thursday, April 21, 2016
Count Date.......
Turning Movements Report -
Location............. KING ST @ TALBOT ST
LONDONMunicipality.......
Tuesday, 24 March, 2015
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
Page 4 of 4Thursday, April 21, 2016
RIDOUT ST N
Count Date.......
Turning Movements Report -
Location............. KING ST @ RIDOUT ST N
LONDONMunicipality.......
Tuesday, 24 March, 2015
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
Page 1 of 4Thursday, April 21, 2016
RIDOUT ST N
Count Date.......
Turning Movements Report -
Location............. KING ST @ RIDOUT ST N
LONDONMunicipality.......
Tuesday, 24 March, 2015
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
Page 2 of 4Thursday, April 21, 2016
RIDOUT ST N
Count Date.......
Turning Movements Report -
Location............. KING ST @ RIDOUT ST N
LONDONMunicipality.......
Tuesday, 24 March, 2015
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
Page 3 of 4Thursday, April 21, 2016
Count Date.......
Turning Movements Report -
Location............. KING ST @ RIDOUT ST N
LONDONMunicipality.......
Tuesday, 24 March, 2015
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
Page 4 of 4Thursday, April 21, 2016
WELLINGTON RD
Count Date.......
Turning Movements Report -
Location............. WATERMAN AVE@WELLINGTON RD
LONDONMunicipality.......
Thursday, 23 October, 2014
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
Page 1 of 4Thursday, April 21, 2016
WELLINGTON RD
Count Date.......
Turning Movements Report -
Location............. WATERMAN AVE@WELLINGTON RD
LONDONMunicipality.......
Thursday, 23 October, 2014
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
Page 2 of 4Thursday, April 21, 2016
WELLINGTON RD
Count Date.......
Turning Movements Report -
Location............. WATERMAN AVE@WELLINGTON RD
LONDONMunicipality.......
Thursday, 23 October, 2014
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
Page 3 of 4Thursday, April 21, 2016
Count Date.......
Turning Movements Report -
Location............. WATERMAN AVE@WELLINGTON RD
LONDONMunicipality.......
Thursday, 23 October, 2014
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
Page 4 of 4Thursday, April 21, 2016
WELLINGTON RD S
Count Date.......
Turning Movements Report -
Location............. GRAND AVE @ WELLINGTON RD S
LONDONMunicipality.......
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
Page 1 of 4Thursday, April 21, 2016
WELLINGTON RD S
Count Date.......
Turning Movements Report -
Location............. GRAND AVE @ WELLINGTON RD S
LONDONMunicipality.......
Wednesday, 28 October,2015
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
Page 2 of 4Thursday, April 21, 2016
WELLINGTON RD S
Count Date.......
Turning Movements Report -
Location............. GRAND AVE @ WELLINGTON RD S
LONDONMunicipality.......
Wednesday, 28 October,2015
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
Page 3 of 4Thursday, April 21, 2016
Count Date.......
Turning Movements Report -
Location............. GRAND AVE @ WELLINGTON RD S
LONDONMunicipality.......
Wednesday, 28 October,2015
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
Page 4 of 4Thursday, April 21, 2016
Count Date.......
Turning Movements Count - Full Study Report
Location............. WELLINGTON RD S @ WHITEOAKS MALL ENTRY
LONDONMunicipality.......
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%
WHITEOAKS MALL ENTRY
WELLINGTON RD S
Page 1 of 1Tuesday, October 31, 2017
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
Page 1 of 2Tuesday, October 31, 2017
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 %
Page 2 of 2Tuesday, October 31, 2017
Count Date.......
Turning Movements Report -
Location............. WELLINGTON RD S @ WHITEOAKS MALL ENTRY
LONDONMunicipality.......
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%
WHITEOAKS MALL ENTRY
WELLINGTON RD S
Page 1 of 1Tuesday, October 31, 2017
WELLINGTON RD S
Count Date.......
Turning Movements Report -
Location............. COMMONS PLAZA @ WELLINGTON RD S
LONDONMunicipality.......
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.......
Turning Movements Report -
Location............. COMMONS PLAZA @ WELLINGTON RD S
LONDONMunicipality.......
Thursday, 06 September,2018
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
Page 2 of 3Monday, September 10, 2018
Count Date.......
Turning Movements Report -
Location............. COMMONS PLAZA @ WELLINGTON RD S
LONDONMunicipality.......
Thursday, 06 September,2018
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
Page 3 of 3Monday, September 10, 2018
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-B1
Appendix E1 – B
Lane Configuration Diagrams
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-B2
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-B3
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-B4
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-B5
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-B6
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-B7
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-B8
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-B9
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-B10
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-B11
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-B12
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-B13
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-B14
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-B15
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-B16
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-B17
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-B18
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-B19
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-B20
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-C1
Appendix E1 – C
Signal Timing Plan Methodology
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
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;
− King Street and Ontario Street;
− Dundas Street and Ontario Street;
− Dundas Street and Highbury Avenue North;
− Highbury Avenue North and Oxford Street East;
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
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.
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-D1
Appendix E1 – D
Background Traffic Growth Factors
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
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
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
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.
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-E1
Appendix E1 – E
Measures of Effectiveness
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
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 - - - - - - - -
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-E3
# Intersection Movement
AM Peak PM Peak v/c Ratio LOS v/c Ratio LOS Existing Future Existing Future Existing Future Existing Future
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 - - - - - - - -
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-E4
# Intersection Movement
AM Peak PM Peak v/c Ratio LOS v/c Ratio LOS Existing Future Existing Future Existing Future Existing Future
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 - - - - - - - -
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-E5
# Intersection Movement
AM Peak PM Peak v/c Ratio LOS v/c Ratio LOS Existing Future Existing Future Existing Future Existing Future
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 - - - - - - - -
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-E6
2.2 Richmond Street and Clarence Street Corridor
# Intersection Movement
AM Peak PM Peak v/c Ratio LOS v/c Ratio LOS Existing Future Existing Future Existing Future Existing Future
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 - - - - - - - -
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-E7
# Intersection Movement
AM Peak PM Peak v/c Ratio LOS v/c Ratio LOS Existing Future Existing Future Existing Future Existing Future
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
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-E8
# Intersection Movement
AM Peak PM Peak v/c Ratio LOS v/c Ratio LOS Existing Future Existing Future Existing Future Existing Future
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 - - - - - - - -
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-E9
# Intersection Movement
AM Peak PM Peak v/c Ratio LOS v/c Ratio LOS Existing Future Existing Future Existing Future Existing Future
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
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-E10
2.3 King Street Corridor
# Intersection Movement
AM Peak PM Peak v/c Ratio LOS v/c Ratio LOS Existing Future Existing Future Existing Future Existing Future
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 - - - - - - - -
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-E11
# Intersection Movement
AM Peak PM Peak v/c Ratio LOS v/c Ratio LOS Existing Future Existing Future Existing Future Existing Future
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 - - - - - - - -
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-E12
# Intersection Movement
AM Peak PM Peak v/c Ratio LOS v/c Ratio LOS Existing Future Existing Future Existing Future Existing Future
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 - - - - - - - -
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-E13
2.4 Dundas Street Corridor
# Intersection Movement
AM Peak PM Peak v/c Ratio LOS v/c Ratio LOS Existing Future Existing Future Existing Future Existing Future
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 - - - - - - - -
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-E14
# Intersection Movement
AM Peak PM Peak v/c Ratio LOS v/c Ratio LOS Existing Future Existing Future Existing Future Existing Future
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 - - - - - - - -
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-E15
# Intersection Movement
AM Peak PM Peak v/c Ratio LOS v/c Ratio LOS Existing Future Existing Future Existing Future Existing Future
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 -
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-E16
2.5 Highbury Avenue North Corridor
# Intersection Movement
AM Peak PM Peak v/c Ratio LOS v/c Ratio LOS Existing Future Existing Future Existing Future Existing Future
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
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-E17
2.6 Oxford Street East Corridor
# Intersection Movement
AM Peak PM Peak v/c Ratio LOS v/c Ratio LOS Existing Future Existing Future Existing Future Existing Future
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
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-E18
# Intersection Movement
AM Peak PM Peak v/c Ratio LOS v/c Ratio LOS Existing Future Existing Future Existing Future Existing Future
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
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
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
# Intersection Movement
AM Peak PM Peak v/c Ratio LOS v/c Ratio LOS Existing Future Existing Future Existing Future Existing Future
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 - - - - - - - -
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-E20
# Intersection Movement
AM Peak PM Peak v/c Ratio LOS v/c Ratio LOS Existing Future Existing Future Existing Future Existing Future
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
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-E21
# Intersection Movement
AM Peak PM Peak v/c Ratio LOS v/c Ratio LOS Existing Future Existing Future Existing Future Existing Future
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 - - - - - - - -
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-E22
3.2 Wharncliffe Road North and Riverside Drive Corridor
# Intersection Movement
AM Peak PM Peak v/c Ratio LOS v/c Ratio LOS Existing Future Existing Future Existing Future Existing Future
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 - - - - - - - -
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-E23
# Intersection Movement
AM Peak PM Peak v/c Ratio LOS v/c Ratio LOS Existing Future Existing Future Existing Future Existing Future
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 - - - - - - - -
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-E24
3.3 Wellington Street Corridor
# Intersection Movement
AM Peak PM Peak v/c Ratio LOS v/c Ratio LOS Existing Future Existing Future Existing Future Existing Future
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 -
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-E25
# Intersection Movement
AM Peak PM Peak v/c Ratio LOS v/c Ratio LOS Existing Future Existing Future Existing Future Existing Future
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 - - - - - - - -
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-E26
3.4 Wellington Road Corridor
# Intersection Movement
AM Peak PM Peak v/c Ratio LOS v/c Ratio LOS Existing Future Existing Future Existing Future Existing Future
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 - - - - - - - -
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-E27
# Intersection Movement
AM Peak PM Peak v/c Ratio LOS v/c Ratio LOS Existing Future Existing Future Existing Future Existing Future
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 - - - - - - - -
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-E28
# Intersection Movement
AM Peak PM Peak v/c Ratio LOS v/c Ratio LOS Existing Future Existing Future Existing Future Existing Future
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 - - - - - - - -
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-E29
# Intersection Movement
AM Peak PM Peak v/c Ratio LOS v/c Ratio LOS Existing Future Existing Future Existing Future Existing Future
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 - - - - - - - -
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-E30
# Intersection Movement
AM Peak PM Peak v/c Ratio LOS v/c Ratio LOS Existing Future Existing Future Existing Future Existing Future
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 - - - - - - - -
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-E31
4 Downtown London The results of the traffic operations analysis for the BRT route in Downtown London is presented in this section.
# Intersection Movement
AM Peak PM Peak v/c Ratio LOS v/c Ratio LOS Existing Future Existing Future Existing Future Existing Future
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
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-E32
# Intersection Movement
AM Peak PM Peak v/c Ratio LOS v/c Ratio LOS Existing Future Existing Future Existing Future Existing Future
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 - - - - - - - -
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-E33
# Intersection Movement
AM Peak PM Peak v/c Ratio LOS v/c Ratio LOS Existing Future Existing Future Existing Future Existing Future
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 - - - - - - - -
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-E34
# Intersection Movement
AM Peak PM Peak v/c Ratio LOS v/c Ratio LOS Existing Future Existing Future Existing Future Existing Future
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
IBI GROUP APPENDIX E1 – TRAFFIC ANALYSIS Prepared for The Corporation of the City of London
E1-E35
# Intersection Movement
AM Peak PM Peak v/c Ratio LOS v/c Ratio LOS Existing Future Existing Future Existing Future Existing Future
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 - - - - - - - -