Appendix -: Traffic Analysis London Bus Rapid Transit Transit Project Assessment Process nvironmental Project Report DRAFT April 8 P R PA R D BY
Draft Report London BRT Transit Project Assessment Process nvironmental Project Report Appendix Traffic Analysis Prepared for The Corporation of the City of London by IBI Group April 3, 8
IBI GROUP DRAFT RPORT APPDIX TRAFFIC AALYI Prepared for The Corporation of the City of London Document Control Page CLIT: PROJCT AM: RPORT TITL: IBI RFRC: 3776 VRIO: 5. The Corporation of the City of London London BRT Transit Project Assessment Process - nvironmental Project Report Appendix Traffic Analysis DIGITAL MATR: ORIGIATOR: RVIR: AUTHORIZATIO: CIRCULATIO LIT: HITORY: J:\3776_LondonRT_A\. Reports\Traffic Analysis Andrae Griffith, Luke Li, Tong ang, Fadi Madi Ron tewart Ron tewart 5. Transit Project Assessment Process nvironmental Project Report April 8 April 3, 8
IBI GROUP DRAFT RPORT APPDIX TRAFFIC AALYI Prepared for The Corporation of the City of London Table of Contents Introduction and Background... 5. Bus Rapid Transit... 5. Route Description and tudy Area... 5.. orth-ast Route... 5.. outh-est Route... 6..3 Downtown London... 7 Traffic Analysis... 9. tudy Horizons... 9. Traffic Data... 9.3 Analysis Measure of ffectiveness... 9 3 xisting Conditions... 3. xisting Road etwork... 3.. orth-ast Route... 3.. outh-est Route... 3..3 Downtown London... 3. xisting Conditions Model Methodology... 3 3.3 xisting Operating Conditions... 4 3.3. orth-ast Route... 4 3.3. outh-est Route... 4 4 Future BRT Conditions... 6 4. Future Road etwork... 6 4.. Richmond treet and estern Road... 6 4.. King treet and Adelaide treet... 7 4..3 ewly ignalized Intersections... 8 4..4 Turning Restrictions... 9 4. Future BRT Conditions Model Methodology... 9 4.. Left-Turn and U-Turn Demand... 9 4.. Traffic Diversion... 4..3 Future ignal Timing Plans... April 3, 8 i
IBI GROUP DRAFT RPORT APPDIX TRAFFIC AALYI Prepared for The Corporation of the City of London Table of Contents (continued) 4..4 Future Traffic Volumes... 5 BRT Configuration Operations... 4 5. orth-ast Route... 4 5.. Richmond treet and estern Road Corridor... 4 5.. Richmond treet and Clarence treet Corridor... 6 5..3 King treet Corridor... 7 5..4 Dundas treet Corridor... 7 5..5 Highbury Avenue Corridor... 8 5..6 Oxford treet ast Corridor... 8 5. outh-est Route... 9 5.. Oxford treet est Corridor... 9 5.. harncliffe Road and Riverside Drive Corridor... 3 5..3 ellington treet Corridor... 3 5..4 ellington Road Corridor... 3 5.3 Downtown London... 3 5.3. ellington treet and Queens Avenue... 3 5.3. King treet and Clarence treet... 3 5.3.3 King treet and Ridout treet... 33 6 ummary and Recommendations... 34 6. Recommendations... 34 April 3, 8 ii
IBI GROUP DRAFT RPORT APPDIX TRAFFIC AALYI Prepared for The Corporation of the City of London Table of Contents (continued) List of xhibits xhibit - orth-ast Route tudy Area... 6 xhibit - outh-est Route tudy Area... 7 xhibit -3 Downtown London tudy Area... 8 xhibit 4- - Richmond treet and estern Road Intersection... 7 xhibit 4- King treet and Adelaide treet Intersection... 8 xhibit 4-3 Determine xisting Left-In and Left-Out Volumes... xhibit 4-4 Assign Left-In and Left-Out Volumes to U-Turns or to Alternate Paths... xhibit 4-5 Determine Future Left-Turn and U-Turn Volumes for Major Road... xhibit 4-6 U-Turn Volume Calculations... xhibit 4-7 Traffic Capacity Map... 3 xhibit 5- Richmond treet and estern Road As-Modelled Configuration... 5 April 3, 8 iii
IBI GROUP DRAFT RPORT APPDIX TRAFFIC AALYI Prepared for The Corporation of the City of London Table of Contents (continued) List of Appendices Appendix A: Turning Movement Counts Appendix B: Lane Configuration Diagrams Appendix C: ignal Timing Plan Methodology Appendix D: Background Traffic Growth Factors Appendix : Measures of ffectiveness April 3, 8 iv
IBI GROUP DRAFT RPORT APPDIX TRAFFIC AALYI Prepared for The Corporation of the City of London 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.. Bus Rapid Transit Bus Rapid Transit (BRT) in London is to consist primarily of articulated buses operating in transit-only lanes along city streets. ithin 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.. Route Description and tudy 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 outh-est Route running primarily along Oxford treet est and ellington Road, and the orth-ast route running primarily along estern Road, Richmond treet, King treet, and Oxford treet ast. 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 estern University campus were not included in the analysis... orth-ast Route The proposed BRT alignment for the orth-ast Route will connect the north turnaround near Richmond treet and Fanshawe Park Road, with the east turnaround on Fanshawe College property near Oxford treet ast and econd treet / Fanshawe College Boulevard. The route will travel via Richmond treet and estern Road to the estern University campus, then continue southward to Downtown London via Richmond treet and Clarence treet. Departing Downtown London, the route will travel to the eastern turnaround via King treet, Dundas treet, Highbury Avenue, and Oxford treet ast. Dedicated transit-only lanes in the median are proposed for much of the route, with dedicated curbside lanes proposed for King treet east of Downtown London. The study area for the orth-ast Route is shown in xhibit -. As April 3, 8 5
IBI GROUP DRAFT RPORT APPDIX TRAFFIC AALYI Prepared for The Corporation of the City of London previously stated, the portion of the route within the estern University campus is not within the scope of this report. xhibit - orth-ast Route tudy Area Basemap ource: Open treet Map. Retrieved June 4, 7.. outh-est Route The proposed alignment of the outh-est Route will connect the west turnaround near Oxford treet est and onderland Road, with the south turnarounds near ellington Road and Holiday Avenue. The BRT route will travel via Oxford treet est, harncliffe Road, and Riverside Drive into Downtown London, then depart via ellington treet and ellington Road. The BRT will operate in dedicated median transit-only lanes for most of its journey, with mixedtraffic operations proposed for short segments of harncliffe Road and ellington treet. In order to maximize route flexibility, a second southern turnaround is proposed near xeter Road and Bessemer Road. The study area for the outh-est Route is shown in xhibit -. April 3, 8 6
IBI GROUP DRAFT RPORT APPDIX TRAFFIC AALYI Prepared for The Corporation of the City of London xhibit - outh-est Route tudy Area Base map source: Open treet Map. Retrieved June 4, 7..3 Downtown London Both the outh-est Route and the orth-ast Route serve Downtown London, and within the city centre the routes will operate along a series of one-way couplets: On the outh-est Route, service toward the south turnaround will operate via Ridout treet and King treet to ellington treet, while service toward the west turnaround will operate via ellington treet and Queens Avenue to Riverside Drive and harncliffe Road; and On the orth-ast Route, service toward the east turnaround will operate via Clarence treet and King treet, while service towards the north turnaround will operate via ellington treet and Queens Avenue. 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 xhibit -3. April 3, 8 7
IBI GROUP DRAFT RPORT APPDIX TRAFFIC AALYI Prepared for The Corporation of the City of London xhibit -3 Downtown London tudy Area Basemap ource: Open treet Map. Retrieved June 4, 7 April 3, 8 8
IBI GROUP DRAFT RPORT APPDIX TRAFFIC AALYI Prepared for The Corporation of the City of London Traffic Analysis Intersection capacity analysis was performed using the intersection analysis software package ynchro 9. and the Highway Capacity Manual (HCM) methodology. The ynchro 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.. tudy Horizons Two study horizons were analyzed in this report: xisting Conditions 6 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 34 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.. Traffic Data eekday 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 and 4, with a small number conducted between 9 and. In addition, City of London staff provided ynchro models for all signalized intersections with volumes as well as timing and phasing settings prepopulated. fforts to validate the ynchro models and the supplied data is discussed in ection 3.. An assessment of existing traffic operations was conducted using the City of London's prepopulated ynchro models. Consistent with engineering best practices, turning movement counts that were older than 3 years were recounted in 6 and 7 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 -A..3 Analysis Measure of ffectiveness In consultation with City of London staff, the following HCM measures of effectiveness were determined using ynchro: Level of ervice (LO), which is a measure of the average delay experienced by a road user attempting to travel through the intersection. LO is measured from A to F. During peak periods, LO in the A to D range is generally considered acceptable by most agencies, and a LO of 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. indicates that no demand is present, while a v/c ratio of. indicates that the transportation facility is operating at capacity. A v/c ratio in excess of. indicates that vehicle demand exceeds capacity. April 3, 8 9
IBI GROUP DRAFT RPORT APPDIX TRAFFIC AALYI Prepared for The Corporation of the City of London 95 th Percentile Queue Length, which is the queue length in vehicle equivalents that has only a five percent probability of being exceeded during the analysis period. The 95 th percentile queue length is a theoretical measure of worst case conditions, and is not typical of what the average road user would experience. April 3, 8
IBI GROUP DRAFT RPORT APPDIX TRAFFIC AALYI Prepared for The Corporation of the City of London 3 xisting 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. xisting lane configuration diagrams are found in Appendix -B. 3. xisting Road etwork This section describes the routes and corridors on which the BRT system will operate. 3.. orth-ast Route Outside of Downtown London, the BRT alignment for the orth-ast Route primarily operates along eight corridors, including: Richmond treet from Hillview Boulevard to estern Road; estern Road from Richmond treet to Lambton Drive / Brescia Lane; Richmond treet from University Avenue to Central Avenue; Clarence treet from Angel treet to Queens Avenue; King treet from ellington treet to Ontario treet; Dundas treet from Ontario treet to Highbury Avenue; Highbury Avenue from Dundas treet to Oxford treet ast; and Oxford treet ast from Highbury Avenue to econd treet / Fanshawe College Drive. Richmond treet is the main north-south artery departing northwards from Downtown London. Richmond treet 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 Avenue, but are located at every signalized intersection north of indermere Road. estern Road is a four-lane north-south arterial road which passes through the estern University campus and is located to the west of Downtown London. estern Road becomes harncliffe Road just south of the campus and just north of Oxford treet est. On-street parking is prohibited in the study area between Richmond treet and the estern University campus. Clarence treet is a two-lane primary collector road running north-south immediately to the east of Richmond treet in Downtown London. On-street parking is permitted on both sides of the street throughout the study area, and the street forms the western edge of Victoria Park. King treet is an arterial road restricted to one-way eastbound, and is the main corridor departing Downtown London towards the east. King treet is built to a three-lane cross-section between Ridout treet orth and Burwell treet, and to a two-lane cross-section between Burwell treet and Ontario treet. However, on-street parking west of Burwell treet 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 treet to Ontario treet. Dundas treet is a two-lane primary collector road west of Ontario treet, and a four-lane arterial road east of Ontario treet. It serves as the primary east-west commercial corridor in Downtown London. A two-way left-turn lane is provided between aterloo treet and Colborne April 3, 8
IBI GROUP DRAFT RPORT APPDIX TRAFFIC AALYI Prepared for The Corporation of the City of London treet, 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 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 treet ast and est is the main east-west artery north of Downtown London. Oxford treet est 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 treet ast and est within the study area. 3.. outh-est Route Outside of Downtown London, the BRT alignment for the outh-est Route primarily operates along four main corridors, including: Oxford treet est from Capulet Lane to harncliffe Road orth; harncliffe Road from Oxford treet est to Riverside Drive; Riverside Drive from harncliffe Road to Ridout treet; ellington treet from King treet to Thames River; and ellington Road from Thames River to Holiday Avenue. Oxford treet ast and est is the main east-west artery north of Downtown London. Oxford treet ast 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 treet ast and est within the study area. harncliffe Road is a four-lane arterial road west of Downtown London. On-street parking is prohibited in the study area between Oxford treet est 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 treet. On-street parking is prohibited in the study area between harncliffe Road and Ridout treet. ellington treet and ellington 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). onderland Road orth and outh at the Thames River has a slightly higher AADT It begins at the north end of Downtown London, connects with Highway 4 near the urban boundary, and continues south well past the London city limits. Between King treet and Base Line Road, the ellington corridor has a four-lane cross-section and is largely constrained by adjacent developments and the bridge crossing the Thames River. Between Base Line Road and ilkens treet and between outhdale Road ast and Bradley Avenue, ellington Road has a six-lane cross-section. On-street parking is generally not permitted along the ellington corridor. 3..3 Downtown London ithin Downtown London, the BRT alignment operate along a series of one-way couplets within the following along five corridors: Ridout treet from Queens Avenue to King treet (southbound service only); April 3, 8
IBI GROUP DRAFT RPORT APPDIX TRAFFIC AALYI Prepared for The Corporation of the City of London King treet from Ridout treet to ellington treet (eastbound service only); ellington treet from King treet to Queens Avenue (northbound service only); Queens Avenue from ellington treet to Ridout treet (westbound service only); and Clarence treet from Queens Avenue to King treet (southbound service only). Ridout treet is restricted to one-way southbound traffic, and functions as the westernmost through street in Downtown London. Ridout treet possess two through lanes, and features a curbside dual left-turn lane for southbound left-turns onto King treet. On street parking within the study area is permitted on both sides between Queens Avenue and Dundas treet, and on the west side only between Dundas treet and King treet. King treet is restricted to one-way eastbound traffic. Between Ridout treet and ellington treet, King treet generally has three through lanes. A portion of King treet 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 treet was modelled by the city as two lanes in ynchro 9.. ellington treet 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 ellington treet and Clarence treet, and two through lanes between Clarence treet and Ridout treet. Beyond Ridout treet, 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 ellington treet and Richmond treet, and on the north side only beyond to Ridout treet. Queens Avenue, in addition to Ridout treet and King treet, has Rush Routes to provide additional capacity during peak times. Clarence treet is a two-lane primary collector road running north-south immediately to the east of Richmond treet in Downtown London. On-street parking is permitted on both sides of the street throughout the study area. 3. xisting Conditions Model Methodology The assessment of the existing traffic operations began with a review of the ynchro 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 treet and Dundas treet, 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 ynchro 9. HCM measures of effectiveness were then determined and were reviewed by City of London staff. here 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 mart Moves 3 Transportation Master Plan, the volume of auto trips in 35 will grow by more than compared to 9 volumes. As such, the future business-as-usual does not provide a viable alternative that could be supported by the road network. April 3, 8 3
IBI GROUP DRAFT RPORT APPDIX TRAFFIC AALYI Prepared for The Corporation of the City of London 3.3 xisting Operating Conditions Based on the traffic operations analysis, intersections where one or more movements exceed capacity (as described in ection.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. orth-ast Route Based on the analysis of existing conditions in the orth-ast Route study area, the following intersections were identified: Dundas treet and Highbury Avenue 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 and Oxford treet ast 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. o movements were observed to exceed capacity during the AM peak. 3.3. outh-est Route Based on the analysis of existing conditions in the outh-est Route study area, the following intersections were identified: Oxford treet est and onderland Road 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 treet est and Proudfoot Lane this intersection has high north-south traffic volumes, especially the southbound left-turn volume during the AM peak period (over 5 vehicles per hour). This limits the green-time that can be allocated for other movements. In addition, the traffic signal currently operates with a short 65-second cycle length to allow half-cycle coordination with adjacent traffic signals. This intersection may be required to operate at full-cycle length if signal coordination is to be maintained (i.e., operate with cycle lengths of 3 seconds); Oxford treet est and oodward 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 LO; Oxford treet est and harncliffe Road 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; April 3, 8 4
IBI GROUP DRAFT RPORT APPDIX TRAFFIC AALYI Prepared for The Corporation of the City of London harncliffe Road 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; ellington treet and Horton treet 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; ellington Road and Commissioners Road this intersection has heavy traffic volumes in all four directions. ast-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 ellington Road and Bradley Avenue this intersection has a high volume of eastbound and westbound left-turns. hile the intersection is equipped with left-turn priority measures, volume was observed to exceed capacity for the westbound leftturn during both peak hours and for the eastbound left-turn during the AM peak. April 3, 8 5
IBI GROUP DRAFT RPORT APPDIX TRAFFIC AALYI Prepared for The Corporation of the City of London 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. Future Road etwork As described in ection., 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 -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. xisting 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.. Richmond treet and estern Road The intersection is proposed to be reconfigured to promote north-south traffic circulation between Richmond treet and estern Road. ot only does this configuration simplify BRT operations, it diverts through traffic away from Downtown London, and guides road users to estern Road, the route with the higher capacity (as Richmond treet is proposed to be reduced to one lane in each direction). Because of the reconfiguration, the following movement reallocations were made: outhbound through traffic becomes southbound left-turn traffic; orthbound through traffic becomes westbound right-turn traffic; outhbound right-turn traffic becomes southbound through traffic; and astbound left-turn traffic becomes northbound through traffic. This conversion is illustrated in xhibit 4-. April 3, 8 6
IBI GROUP DRAFT RPORT APPDIX TRAFFIC AALYI Prepared for The Corporation of the City of London xhibit 4- - Richmond treet and estern Road Intersection 4.. King treet and Adelaide treet At King treet and Adelaide treet, the intersection is proposed to be reconfigured to remove the service road connecting eastbound King treet to York treet, and the service road connecting York treet to eastbound King treet and to northbound Adelaide treet. Traffic affected by these changes was re-routed using illiam treet, though it must be noted that the southbound service road connecting Adelaide treet with York treet is proposed to remain, with access only from Adelaide treet. The access to this service road from King treet will be closed due ot the BRT platform location. The proposed lane configurations at the King treet and Adelaide treet intersection are illustrated in xhibit 4-. April 3, 8 7
IBI GROUP DRAFT RPORT APPDIX TRAFFIC AALYI Prepared for The Corporation of the City of London xhibit 4- King treet and Adelaide treet Intersection 4..3 ewly ignalized 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: estern Road and Ambleside Drive; Beaverbrook Avenue and Oxford treet est; ellington treet and outh treet; ellington Road and ellington Crescent/Bond treet; April 3, 8 8
IBI GROUP DRAFT RPORT APPDIX TRAFFIC AALYI Prepared for The Corporation of the City of London ellington Road and hetter Avenue; Riverside Drive and ilson treet; Oxford treet ast and Fanshawe College Transit-Only ntrance; Richmond treet and t. James treet; King treet and Ontario treet; Dundas treet and Dorinda treet; Dundas treet and McCormick Boulevard; Ashland Avenue and Dundas treet; Highbury Avenue and Canada Post London Processing Facility; John Paul II Catholic econdary chool and Oxford treet ast; Oxford treet ast and London Lane (est Access to Fanshawe College); and 5-53 Oxford treet est access and Oxford treet est. 4..4 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 where the BRT is to operate in dedicated median lanes, general traffic vehicles will only be permitted to make leftturns into and out of the corridors at signalized intersections. ignalized U-turns are proposed, allowing outbound traffic to depart a midblock location 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 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. Future BRT Conditions Model Methodology This section outlines the methodology used to model traffic operations under the future BRT conditions. 4.. 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 ngineers (IT) Trip Generation Manual 9 th dition, and assigning an arriving or departing Pedestrian signal at ellington Road and mery treet is relocated to this location and upgraded to a full signal. April 3, 8 9
IBI GROUP DRAFT RPORT APPDIX TRAFFIC AALYI Prepared for The Corporation of the City of London 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 xhibit 4-3 through xhibit 4-6. xhibit 4-3 Determine xisting Left-In and Left-Out Volumes xhibit 4-4 Assign Left-In and Left-Out Volumes to U-Turns or to Alternate Paths April 3, 8
IBI GROUP DRAFT RPORT APPDIX TRAFFIC AALYI Prepared for The Corporation of the City of London xhibit 4-5 Determine Future Left-Turn and U-Turn Volumes for Major Road xhibit 4-6 U-Turn Volume Calculations Category Cherryhill Village Mall Residential Area Land Use hopping Centre (8) ingle Family Detached Housing () Units 75,.F. G.F.A. 8 units et trip generation 87 vehicles 87 vehicles Inbound trips 49 vehicles 55 vehicles Outbound trips 453 vehicles 3 vehicles Inbound trips by left-turn Outbound trips by left-turn Alternative path assumption for re-routing midblock traffic B U-turn at Platt s Lane (previously midblock BL and BL) B U-turn at Cherryhill Blvd (previously midblock BL and BL) 8 vehicles (i.e. midblock BL) vehicles (i.e. midblock BL) 5% of trips will use Cherryhill Blvd 9 + = U-turn vehicles + 3 = 3 U-turn vehicles 3 vehicles (i.e. midblock BL) vehicles (i.e. midblock BL) /A 4.. 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: April 3, 8
IBI GROUP DRAFT RPORT APPDIX TRAFFIC AALYI Prepared for The Corporation of the City of London 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 here multiple alternative routings for diverted traffic were available, volumes were split equally between those alternatives. 4..3 Future ignal Timing Plans Using the lane configurations presented in Appendix 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 C. 4..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 D, and it was assumed that the listed factor would apply to the opposite direction in the AM peak. In addition, a % average annual traffic growth rate was applied to cross-street traffic volumes. It must be noted that growth factors for Richmond treet and estern Road did not consider a reduction in traffic bound for Richmond treet from the north only an increase in traffic on estern Road, despite the intention that estern Road would become the primary north-south travel corridor in the central sector of the city and relieve pressure on Richmond treet. 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 xhibit 4-7, to improve traffic capacity. April 3, 8
IBI GROUP DRAFT RPORT APPDIX TRAFFIC AALYI Prepared for The Corporation of the City of London xhibit 4-7 Traffic Capacity Map April 3, 8 3
IBI GROUP DRAFT RPORT APPDIX TRAFFIC AALYI Prepared for The Corporation of the City of London 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 34 after the BRT is operational. Measures of effectiveness, as discussed in ection.3, are presented in Appendix. It should be noted that the future signal plans have not accounted for any IT measures to mitigate the rapid transit corridors. One beneficial IT 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. orth-ast Route This section summarizes the traffic operations along the orth-ast route, and identifies new intersections and intersections with noteworthy design considerations. 5.. Richmond treet and estern Road Corridor The Richmond treet and estern Road corridor, between Hillview Boulevard and estern 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 estern 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 estern 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... Richmond treet 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. outhbound 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 A study has been underway for the intersection of Richmond treet and Fanshawe Park Road, just north of the study area limits. Geometric improvements to the intersection, to the north, is anticipated to affect traffic conditions at the Masonville Place intersection in addition to other intersections to the south. 5... Richmond treet and estern Road Intersection As described in ection 4.., it was assumed that the Richmond treet and estern Road intersection is reconfigured to maintain fast and efficient rapid transit service, and to promote north-south traffic circulation between Richmond treet and estern 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. April 3, 8 4
IBI GROUP DRAFT RPORT APPDIX TRAFFIC AALYI Prepared for The Corporation of the City of London As discussed in ection 4..4 growth factors did not consider a reduction in traffic bound for Richmond treet only an increase in traffic on estern 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 estern Road over Richmond treet 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 onderland Road or Adelaide treet. 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 xhibit 5-. xhibit 5- Richmond treet and estern Road As-Modelled Configuration April 3, 8 5
IBI GROUP DRAFT RPORT APPDIX TRAFFIC AALYI Prepared for The Corporation of the City of London 5...3 estern Road and Ambleside Drive Intersection This proposed signalized intersection provides access to the residential areas to the northwest of the estern University campus, as well as providing northbound U-turn movement to relieve demand on estern Road and Richmond treet to the north. 5...4 estern 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 estern Road to Lambton Drive to enter the estern University campus. orthbound protected turns and signalized U-turns were also modelled to protect for potential median transit-only lanes which continue further south on estern Road. 5.. Richmond treet and Clarence treet Corridor The segment of the BRT route between estern 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 treet perform within capacity limits. Of note, turns to and from Richmond treet at Grosvenor treet and at Cheapside treet (near t. 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 the Richmond treet orth 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 treet for the potential design alternatives. The results of the microsimulation analysis are presented in Appendix of the nvironmental Project Report. 5... Richmond treet and University Drive Intersection At this intersection, eastbound left-turns and eastbound U-turns are not fully protected, as a dedicated transit phase is used. This would allow pedestrian crossing on both the north and south legs of the intersection during the eastbound phase, reducing overall cycle length increase and mitigating increases in delay. Under this configuration, eastbound U-turns could be permitted on the green phase (without a green arrow, as is the case at other intersections in the study area). The existing westbound phase (intended for bicyclists and other trail users) is also 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... Richmond treet 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 treet to the proposed connection to Clarence treet. 5...3 Clarence treet and Dufferin treet 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 leftturning vehicles from turning across the path of a southbound transit vehicle. April 3, 8 6
IBI GROUP DRAFT RPORT APPDIX TRAFFIC AALYI Prepared for The Corporation of the City of London 5..3 King treet Corridor King treet in the future BRT conditions scenario is proposed to have an eastbound curbside transit-only lane, a single eastbound through lane, and a westbound curbside contra-flow transitonly lane (east of ellington treet). 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..3. King treet and Adelaide treet Intersection As discussed in ection 4.., the service roads connecting eastbound King treet to York treet, and connecting York treet to northbound Adelaide treet and eastbound King treet are proposed to be removed. Traffic was diverted via illiam treet, and the green time from the removed north-westbound phase was applied to other movements. 5..3. King treet and Ontario treet 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 estern Fair District, Ontario treet (which is presently one-way northbound), is proposed to be converted to two-way operation. Therefore, this intersection was modelled with southbound through, southbound left-turn, and westbound left-turn volumes. 5..4 Dundas treet Corridor Under the future BRT conditions scenario, Dundas treet 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 traffic. These intersections include: Dundas treet and Dorinda treet; Dundas treet and McCormick treet; and Dundas treet and Ashland Avenue. Florence treet to the south (which becomes York treet) may be used as an alternative east west through corridor, relieving capacity for those who want to travel by automobile on Dundas treet. 5..4. Dundas treet and Ontario treet Intersection In order to provide access to the estern Fair District, Ontario treet (which is presently oneway 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..4. Dundas treet and Highbury Avenue Intersection At this intersection, a dedicated transit priority phase was modelled to permit eastbound transit vehicles on Dundas treet to transition to northbound Highbury Avenue, and to permit April 3, 8 7
IBI GROUP DRAFT RPORT APPDIX TRAFFIC AALYI Prepared for The Corporation of the City of London southbound vehicles on Highbury Avenue to transition to westbound Dundas treet. 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..5 Highbury Avenue Corridor Highbury Avenue is characterised by industrial land uses and the Former London Psychiatric Hospital lands. ignalized intersections along this corridor control access to low-volume driveways and may rest on green for Highbury Avenue 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 leftturn lane, would be via signalized U-turns under the future BRT conditions scenario. hile 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. 5..5. Highbury Avenue 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. Presently, this movement must be made by exiting the shopping centre onto Oxford treet ast, and then making an eastbound left-turn at Highbury Avenue and Oxford treet ast. 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..5. Highbury Avenue and Oxford treet ast Intersection At this intersection, a dedicated transit priority phase was modelled to permit westbound transit vehicles on Oxford treet ast to transition to southbound Highbury Avenue, and to permit northbound vehicles on Highbury Avenue to transition to eastbound Oxford treet ast. 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..6 Oxford treet ast Corridor The Oxford treet ast 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..6. Oxford treet ast and John Paul II Catholic econdary chool 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 econdary chool, and provides for signalized southbound left-turns for vehicles departing from the school. hile 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. April 3, 8 8
IBI GROUP DRAFT RPORT APPDIX TRAFFIC AALYI Prepared for The Corporation of the City of London 5..6. Oxford treet ast and London Lane (est Access to Fanshawe College) Intersection This proposed signalized intersection provides signalized eastbound U-turns for access to Roehampton Avenue, increases pedestrian access to Fanshawe College from neighbourhoods to the south, and provides for a new southbound left-turn egress from Fanshawe College. Under existing conditions, only southbound right-turns are permitted at this location. 5..6.3 Oxford treet ast and London Lane (Fanshawe College Transit-Only Access) Intersection This proposed signalized intersection allows transit vehicles to transition from the median transitonly 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 treet ast. 5..6.4 Oxford treet ast and econd treet / 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. hile 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. outh-est Route This section summarizes the traffic operations along the outh-est Route and identifies new intersections and intersections with noteworthy design considerations. An A is currently underway for onderland Road and should be addressed in the detail design stage. 5.. Oxford treet est Corridor Along the Oxford treet est 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 harncliffe Road. 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... 5-53 Oxford treet est and Oxford treet est Intersection This proposed intersection provides signalized access to retail land uses located at the southeast corner of Oxford treet est and onderland Road, and relieves demand at onderland Road, by providing signalized U-turn opportunities in advance the intersection. 5... Oxford treet est and Beaverbrook Avenue Intersection This proposed intersection provides signalized access to a high density residential area to the south of Oxford treet est, and provides pedestrian access to a proposed BRT station. hile April 3, 8 9
IBI GROUP DRAFT RPORT APPDIX TRAFFIC AALYI Prepared for The Corporation of the City of London not reflected in this report, it must be noted that development of the lands to the north of this intersection is anticipated. 5.. harncliffe Road and Riverside Drive Corridor Mixed traffic operation is proposed for the portion of the BRT route travelling along harncliffe Road, 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 harncliffe Road 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... harncliffe Road and Oxford treet est 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. However, the traffic analysis model envisioned that an eastbound transit queue jump phase would operate concurrently with these turns. This requires a right-turn on red prohibition for eastbound right-turning vehicles, as both the transit vehicle and turning traffic would 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... harncliffe Road 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...3 harncliffe Road 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 harncliffe Road. 5...4 Riverside Drive and ilson treet Intersection This proposed signalized intersection provides alternate access to Riverside Drive and to Downtown London for the residential area immediately east of harncliffe Road. In addition, this intersection provides a controlled pedestrian crossing opportunity serving the Thames River trail system and the Kiwanis eniors Community Centre. 5..3 ellington treet Corridor ithin the ellington treet corridor (north of the Thames River), the BRT service is proposed to operate in median transit-only lanes with a transition to and from curbside operation occurring near York treet. The traffic operations under the future BRT conditions are anticipated to be similar to the existing conditions at most intersections, partially due to Ridout treet and Richmond treet 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. April 3, 8 3
IBI GROUP DRAFT RPORT APPDIX TRAFFIC AALYI Prepared for The Corporation of the City of London 5..3. ellington treet and York treet Intersection The BRT service is proposed to operate in mixed traffic at this location, due to the constrained right of way passing under the C 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..3. ellington treet and Horton treet 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..3.3 ellington treet and Grey treet Intersection Grey treet 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 treet Bridge over the Thames River. 5..3.4 ellington treet and outh treet 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, outh treet is proposed to be converted to two-way traffic operation from one way eastbound operation, improving access from neighbourhoods alongside the corridor. 5..4 ellington Road Corridor The segment of the BRT route along the ellington 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 presentday 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 westbound approach at ellington Road and ellington Commons shopping centre, no lane configuration changes were proposed at the following intersections: ellington Road and ellington Commons ellington Road and xeter Road; and xeter Road and Bessemer Road. 5..4. ellington Road and Grand Avenue outhbound 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 ellington Road is maintained via High treet as well as the signalized High treet and Grand Avenue intersection. 5..4. ellington Road and ellington Crescent / Bond treet 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 April 3, 8 3
IBI GROUP DRAFT RPORT APPDIX TRAFFIC AALYI Prepared for The Corporation of the City of London 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..4.3 ellington Road and hetter Avenue This proposed intersection provides signalized access to the residential areas east of the corridor which was previously provided at the mery treet pedestrian signal (which is proposed to be relocated to hetter Avenue). ignalized 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..4.4 ellington Road and Commissioners Road Intersection ast west split phase operation is in place at this intersection in existing conditions, and was maintained during the future BRT condition traffic analysis. This, and strong demand on all approaches, resulted in high levels of delay during existing conditions. This delay is expected to worsen, when increase cycle lengths due to increased minimum phase intervals, as well as background volume growth are considered. 5..4.5 ellington Road and hite 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 treet and Ridout treet, Ridout treet and King treet, ellington treet and King treet, and ellington treet and Queens Avenue. However, traffic circulation in the downtown is expected to operate well within capacity limits and with low delay on York treet, Richmond treet (between York treet and Central Avenue), Dundas treet, and Talbot treet. 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. ellington treet 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. King treet and Clarence treet 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 treet. Permitted BRT turns could be utilized as an alternative April 3, 8 3
IBI GROUP DRAFT RPORT APPDIX TRAFFIC AALYI Prepared for The Corporation of the City of London 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 treet and Ridout treet As there are insufficient receiving lanes for southbound left-turns and northbound right-turns to operate concurrently, north-south split phasing was modelled, which is the same phasing that operates today. In addition, a dedicated transit priority phase was modelled at this intersection to facilitate the BRT s left-turn from the southbound curb lane to eastbound curb lane. April 3, 8 33
IBI GROUP DRAFT RPORT APPDIX TRAFFIC AALYI Prepared for The Corporation of the City of London 6 ummary 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. xisting 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 option for the Richmond treet orth 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 treet for the potential design alternatives. The results of the microsimulation analysis are presented in Appendix of the nvironmental 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. Recommendations The following is a summary of the recommended mitigation measures: Reconfigure the Richmond treet and estern 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 treet and estern Road. Traffic patterns are expected to change with planned improvements to estern 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 treet est. outhbound through traffic becomes southbound left-turn traffic; orthbound through traffic becomes westbound right-turn traffic; outhbound right-turn traffic becomes southbound through traffic; and astbound left-turn traffic becomes northbound through traffic. At the intersection of Richmond treet and estern Road, consider providing a twostage 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 treet and Adelaide treet intersection, remove the southbound service road connecting eastbound King treet to York treet, and the northbound service road connecting York treet to eastbound King treet at Adelaide treet. Convert one-way northbound Ontario treet (at Dundas treet) to a two-way operation. April 3, 8 34
IBI GROUP DRAFT RPORT APPDIX TRAFFIC AALYI Prepared for The Corporation of the City of London Implement planned conversion of Grey treet (at ellington treet) from one-way westbound to a two-way operation. Implement planned conversion of outh treet (at ellington treet) from one-way eastbound to a two-way operation. Prohibit southbound left-turns at ellington Road and Grand Avenue while preserving neighbourhood access via High treet and the High treet and Grand Avenue intersection. Prohibit eastbound right-turn on red at the intersection of harncliffe Road and Oxford treet est, 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 harncliffe Road and Mount Pleasant Avenue, with realigned intersection. Permit BRT turns at King treet and Clarence treet intersection. Maintain existing north-south split phasing at the intersection of King treet and Ridout treet. ignalize the following existing unsignalized intersections: estern Road and Ambleside Drive; Richmond treet and t. James treet; King treet and Ontario treet; Dundas treet and Dorinda treet; Dundas treet and McCormick Boulevard; Ashland Avenue and Dundas treet; Highbury Avenue and Canada Post London Processing Facility; John Paul II Catholic econdary chool and Oxford treet ast; Oxford treet ast and London Lane (est Access to Fanshawe College); Oxford treet ast and Fanshawe College Transit-Only ntrance; ellington treet and outh treet; ellington Road and ellington Crescent/Bond treet; ellington Road and hetter Avenue; Beaverbrook Avenue and Oxford treet est; Riverside Drive and ilson treet; and, 5-53 Oxford treet est access and Oxford treet est. Implement dedicated transit priority phases at the following intersections: Richmond treet and Hillview Boulevard / Masonville Place; estern Road and Lambton Drive / Brescia Lane; Richmond treet and University Drive; Richmond treet and Central Avenue; Clarence treet and Dufferin treet; April 3, 8 35
IBI GROUP DRAFT RPORT APPDIX TRAFFIC AALYI Prepared for The Corporation of the City of London King treet and Ontario treet; Dundas treet and Ontario treet; Dundas treet and Highbury Avenue; Highbury Avenue and Oxford treet ast; ellington treet and Horton treet; ellington Road and hite Oaks Mall / Days Inn London; ellington Road and Queens Avenue; King treet and Clarence treet; King treet and Ridout treet; and, harncliffe Road and Riverside Drive. 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. IT 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. April 3, 8 36
IBI GROUP DRAFT RPORT APPDIX TRAFFIC AALYI Prepared for The Corporation of the City of London Appendix A Turning Movement Counts -A
AM Period Location... BA LI RD @ LLIGTO RD IT447 Municipality. LODO Count Date. Tuesday, April, Traffic Cont. Traffic signal Count Time. 7: AM 9: AM Major Dir... orth south Peak Hour.. 7:45 AM 8:45 AM LLIGTO RD Cyclists: 5 4 8 % 635 7% 4 593 54 % 53 4 4 64 Cyclists: 5 BA LI RD 3 % 3 5% 5 7 57 46 738 68 % 67 56 36 35 6 7 6 46 56 87 5% 4 83 Cyclists: 937 56 6% 993 5 65 53 3 39 8 6% 53 4 53 688 68 Cyclists: LLIGTO RD Thursday, August, 4 Page of 4
MD Period Location... BA LI RD @ LLIGTO RD IT447 Municipality. LODO Count Date. Tuesday, April, Traffic Cont. Traffic signal Count Time. : AM : PM Major Dir... orth south Peak Hour.. :45 PM :45 PM LLIGTO RD Cyclists: 56 3 55 5% 947 5% 46 9 86 % 86 34 967 Cyclists: 4 BA LI RD 94 % 95 73 8 65 6 8 65 68 58 % 58 355 88 5% 9 79 34 8 3 497 8 55 3 9 6% 7 5 Cyclists: 37 6 368 4 85 3 33 9 43 848 4 3 5 Cyclists: Thursday, August, 4 Page 4 of 4
PM Period Location... BA LI RD @ LLIGTO RD IT447 Municipality. LODO Count Date. Tuesday, April, Traffic Cont. Traffic signal Count Time. 3: PM 6: PM Major Dir... orth south Peak Hour.. 4: PM 5: PM LLIGTO RD Cyclists: 466 48 393 % 35 3 8 67 3 64 73 9 44 Cyclists: 33 BA LI RD 3 4 7 549 6 533 433 3 446 4 58 % 58 45 33 5% 463 4 % 467 464 484 64 6 3 57 39 Cyclists: 9 3 93 79 763 78 3 5 6 8 788 84 54 38 986 Cyclists: LLIGTO RD Thursday, August, 4 Page 3 of 4
Full tudy Location... BA LI RD @ LLIGTO RD IT447 Municipality. LODO Count Date. Tuesday, April, Traffic Cont. Traffic signal Count Time. 7: AM 6: PM Major Dir... orth south Peak Hour.. 4: PM 5: PM LLIGTO RD Cyclists: 466 48 393 % 35 3 8 67 3 64 73 9 44 Cyclists: 33 BA LI RD 3 4 7 549 6 533 433 3 446 4 58 % 58 45 33 5% 463 4 % 467 464 484 64 6 3 57 39 Cyclists: 9 3 93 79 763 78 3 5 6 8 788 84 54 38 986 Cyclists: LLIGTO RD Thursday, August, 4 Page of 4
AM Period Location... BRADLY AV @ LLIGTO RD IT587 Municipality. LODO Count Date. Tuesday, 7 May, 3 Traffic Cont. Traffic signal Count Time. 7: AM 9: AM Major Dir... orth south Peak Hour.. 8: AM 9: AM LLIGTO RD Cyclists: 47 57 8 % 8 75 6% 47 73 5 6% 3 65 7% 76 89 Cyclists: BRADLY AV 3 9 48% 6 685 8 657 497 9 56 86 497 4 9 5 8 476 5% 6 45 9 8% 9 75 45 6% 76 566 % 38 Cyclists: 4 77 7% 9 78 84 53 9 38 6 % % 87 88 59 6 4 7 Cyclists: LLIGTO RD Thursday, August, 4 Page of 4
MD Period Location... BRADLY AV @ LLIGTO RD IT587 Municipality. LODO Count Date. Tuesday, 7 May, 3 Traffic Cont. Traffic signal Count Time. : AM : PM Major Dir... orth south Peak Hour.. :5 PM :5 PM LLIGTO RD Cyclists: 384 693 53 3 5 9 47 45 48 9 39 39 5% 63 38 Cyclists: 49 BRADLY AV 3 7 5% 38 64 6 38 33 75 436 78 6 7 8 5 6 495 7 83 773 3 85 556 3 4 9 9 Cyclists: 636 6 698 34 5 39 7 5 7 5% 5% 5% 4 75 46 6 75 96 Cyclists: LLIGTO RD Thursday, August, 4 Page of 4
PM Period Location... BRADLY AV @ LLIGTO RD IT587 Municipality. LODO Count Date. Tuesday, 7 May, 3 Traffic Cont. Traffic signal Count Time. 3: PM 6: PM Major Dir... orth south Peak Hour.. 3:45 PM 4:45 PM LLIGTO RD Cyclists: 365 4 846 78 % 76 465 6 439 3 7 96 49 % 37 8 Cyclists: 5 BRADLY AV 86 3 38% 99 963 9 934 556 9 575 78 838 9 % 89 875 53 % 5 498 9 3 34 754 9 773 95 8 6 75 Cyclists: 95 45 95 97 6 8 7 % 99 67 6 84 356 Cyclists: LLIGTO RD Thursday, August, 4 Page 3 of 4
Full tudy Location... BRADLY AV @ LLIGTO RD IT587 Municipality. LODO Count Date. Tuesday, 7 May, 3 Traffic Cont. Traffic signal Count Time. 7: AM 6: PM Major Dir... orth south Peak Hour.. 3:45 PM 4:45 PM LLIGTO RD Cyclists: 365 4 846 78 % 76 465 6 439 3 7 96 49 % 37 8 Cyclists: 5 BRADLY AV 86 3 38% 99 963 9 934 556 9 575 78 838 9 % 89 875 53 % 5 498 9 3 34 754 9 773 95 8 6 75 Cyclists: 95 45 95 97 6 8 7 % 99 67 6 84 356 Cyclists: Thursday, August, 4 Page 4 of 4
AM Period Location... CTRAL AV @ LLIGTO T IT6 Municipality. LODO Count Date. ednesday, May, 4 Traffic Cont. Traffic signal Count Time. 7: AM 9: AM Major Dir... one Peak Hour.. 7:45 AM 8:45 AM LLIGTO T Cyclists: 584 6 63 6 % 6 44 % 4 3 % 3 3 6 35 Cyclists: 59 CTRAL AV 8 % 8 89 3 86 47 48 73 484 7 % 7 95 73 7 7 % 7 85 3 88 6 5 % 4 5 Cyclists: 463 3 % 466 3 9 6 8% 5 96 433 8 899 Cyclists: LLIGTO T Friday, August, 4 Page of 4
MD Period Location... CTRAL AV @ LLIGTO T IT6 Municipality. LODO Count Date. ednesday, May, 4 Traffic Cont. Traffic signal Count Time. : AM : PM Major Dir... one Peak Hour.. :5 AM :5 PM LLIGTO T Cyclists: 453 3 85 3 % 3 64 % 6 8 % 8 68 8 6 Cyclists: 5 CTRAL AV 6 % 8 4 % 5 53 87 4 5 % 5 6 5 5 5 6% 6 89 % 9 77 39 % 37 8 Cyclists: 34 5 39 48 9 3 6 % % 48 35 3 43 46 73 Cyclists: LLIGTO T Friday, August, 4 Page of 4
PM Period Location... CTRAL AV @ LLIGTO T IT6 Municipality. LODO Count Date. ednesday, May, 4 Traffic Cont. Traffic signal Count Time. 3: PM 6: PM Major Dir... one Peak Hour.. 4:3 PM 5:3 PM LLIGTO T Cyclists: 637 9 9 % 88 % 87 9 % 8 48 % 48 Cyclists: 58 CTRAL AV % 94 % 93 67 % 67 7 54 3 % 3 47 9 88 9 5% 9 5 34 4 5 3 44 Cyclists: 38 5 333 4 366 33 % % 6% 5 366 35 66 6 939 Cyclists: Friday, August, 4 Page 4 of 4
Full tudy Location... CTRAL AV @ LLIGTO T IT6 Municipality. LODO Count Date. ednesday, May, 4 Traffic Cont. Traffic signal Count Time. 7: AM 6: PM Major Dir... one Peak Hour.. 4:3 PM 5:3 PM LLIGTO T Cyclists: 637 9 9 % 88 % 87 9 % 8 48 % 48 Cyclists: 58 CTRAL AV % 94 % 93 67 % 67 7 54 3 % 3 47 9 88 9 5% 9 5 34 4 5 3 44 Cyclists: 38 5 333 4 366 33 % % 6% 5 366 35 66 6 939 Cyclists: LLIGTO T Friday, August, 4 Page 3 of 4
AM Period Location... DUFFRI AV @ LLIGTO T IT8 Municipality. LODO Count Date. Thursday, 5 April, Traffic Cont. Traffic signal Count Time. 7: AM 9: AM Major Dir... orth south Peak Hour.. 7:45 AM 8:45 AM LLIGTO T Cyclists: 99 48 384 3 % 3 347 7 34 7 % 7 55 7 58 Cyclists: 95 DUFFRI AV 38 5% 4 38 6 374 3 5 37 38 868 5 4 488 3 % 99 4 5 44 7 447 775 63 3 6 96 Cyclists: 54 56 446 34 4 6 % 3 46 4 73 4 74 Cyclists: Friday, August, 4 Page 4 of 4
MD Period Location... DUFFRI AV @ LLIGTO T IT8 Municipality. LODO Count Date. Thursday, 5 April, Traffic Cont. Traffic signal Count Time. : AM : PM Major Dir... orth south Peak Hour.. :45 PM :45 PM LLIGTO T Cyclists: 889 6 37 % 339 % 3 336 % 59 8 5 Cyclists: DUFFRI AV 5 6% 6 9 % 3 6 7 % 8 7 57 3 35 78 4 74 39 7 5% 46 77 8 85 455 5 5 46 8 Cyclists: 5 5 536 89 474 9 6 4 % 9 48 96 667 63 3 Cyclists: LLIGTO T Friday, August, 4 Page of 4
PM Period Location... DUFFRI AV @ LLIGTO T IT8 Municipality. LODO Count Date. Thursday, 5 April, Traffic Cont. Traffic signal Count Time. 3: PM 6: PM Major Dir... orth south Peak Hour.. 4:3 PM 5:3 PM LLIGTO T Cyclists: 5 46 463 53 5 45 % 3 4 5 % 5 588 % 586 Cyclists: 45 DUFFRI AV 5 6 356 6 35 67 4 7 43 949 33 % 33 593 38 % 38 4 5 % 46 474 7 % 48 74 79 4 75 73 Cyclists: 68 63 3 58 89 6 % % 6% 3 59 95 756 6 386 Cyclists: LLIGTO T Friday, August, 4 Page 3 of 4
Full tudy Location... DUFFRI AV @ LLIGTO T IT8 Municipality. LODO Count Date. Thursday, 5 April, Traffic Cont. Traffic signal Count Time. 7: AM 6: PM Major Dir... orth south Peak Hour.. 4:3 PM 5:3 PM LLIGTO T Cyclists: 5 46 463 53 5 45 % 3 4 5 % 5 588 % 586 Cyclists: 45 DUFFRI AV 5 6 356 6 35 67 4 7 43 949 33 % 33 593 38 % 38 4 5 % 46 474 7 % 48 74 79 4 75 73 Cyclists: 68 63 3 58 89 6 % % 6% 3 59 95 756 6 386 Cyclists: LLIGTO T Friday, August, 4 Page of 4
AM Period Location... DUDA T @ LLIGTO T IT989 Municipality. LODO Count Date. Tuesday, ovember, 3 Traffic Cont. Traffic signal Count Time. 7: AM 9: AM Major Dir... orth south Peak Hour.. 8: AM 9: AM LLIGTO T Cyclists: 4 98 73 4 % 4 664 3 64 64 5% 3 6 39 33 76 Cyclists: DUDA T 33 34 5 % 83 57 79 3 56 49 48 356 73 7% 9 54 8 5 6% 87 4 4 6% 46 76 34 3 3 Cyclists: 746 39 5% 785 95 87 3 % 6 89 337 76 Cyclists: LLIGTO T Friday, August, 4 Page of 4
MD Period Location... DUDA T @ LLIGTO T IT989 Municipality. LODO Count Date. Tuesday, ovember, 3 Traffic Cont. Traffic signal Count Time. : AM : PM Major Dir... orth south Peak Hour.. :3 PM :3 PM LLIGTO T Cyclists: 46 33 63 5% 535 54 75 % 74 83 7% 6 77 Cyclists: 66 DUDA T 6 8 % 7 8 5% 5 65 3 4 6% 7 386 555 36 9% 7 9 75 9 % 87 85 4 89 39 3 7% 43 89 3 7% 8 Cyclists: 6 33 5% 654 3 679 3 45 8 % 6% 6% 3 74 39 894 3 548 Cyclists: Friday, August, 4 Page 4 of 4
PM Period Location... DUDA T @ LLIGTO T IT989 Municipality. LODO Count Date. Tuesday, ovember, 3 Traffic Cont. Traffic signal Count Time. 3: PM 6: PM Major Dir... orth south Peak Hour.. 4:3 PM 5:3 PM LLIGTO T Cyclists: 537 4 9 5 % 5 35 % 7 8 59 % 58 38 3 98 Cyclists: 39 DUDA T 65 5 7% 7 46 8 444 39 8 48 58 94 7 5% 4 3 44 386 5% 365 3 % 3 758 5 783 364 9 38% 8 48 Cyclists: 49 8 67 39 35 3 % % 39 3 38 58 97 675 Cyclists: LLIGTO T Friday, August, 4 Page of 4
Full tudy Location... DUDA T @ LLIGTO T IT989 Municipality. LODO Count Date. Tuesday, ovember, 3 Traffic Cont. Traffic signal Count Time. 7: AM 6: PM Major Dir... orth south Peak Hour.. 4:3 PM 5:3 PM LLIGTO T Cyclists: 537 4 9 5 % 5 35 % 7 8 59 % 58 38 3 98 Cyclists: 39 DUDA T 65 5 7% 7 46 8 444 39 8 48 58 94 7 5% 4 3 44 386 5% 365 3 % 3 758 5 783 364 9 38% 8 48 Cyclists: 49 8 67 39 35 3 % % 39 3 38 58 97 675 Cyclists: LLIGTO T Friday, August, 4 Page 3 of 4
AM Period Location... MRY T @ LLIGTO RD IT4 Municipality. LODO Count Date. ednesday, 7 April, Traffic Cont. Intersection Pedestrian ignal Count Time. 7: AM 9: AM Major Dir... one Peak Hour.. 7:45 AM 8:45 AM LLIGTO RD Cyclists: 346 94 % 94 39 885 % 4 6 36 Cyclists: MRY T % % % 74 % 73 % % % 7 7 4 Cyclists: 955 4 996 36 6 % % 4 4 9 48 Cyclists: LLIGTO RD Thursday, August, 4 Page 3 of 4
MD Period Location... MRY T @ LLIGTO RD IT4 Municipality. LODO Count Date. ednesday, 7 April, Traffic Cont. Intersection Pedestrian ignal Count Time. : AM : PM Major Dir... one Peak Hour.. :5 PM :5 PM LLIGTO RD Cyclists: 45 9 3 % 3 6 36 9 % 96 5 44 Cyclists: 4 MRY T % 9 4 4 5 % 53 % 44 % % % 43 5% 4 Cyclists: 3 38 69 43 4 5 67% % 6 95 9 47 Cyclists: LLIGTO RD Thursday, August, 4 Page of 4
PM Period Location... MRY T @ LLIGTO RD IT4 Municipality. LODO Count Date. ednesday, 7 April, Traffic Cont. Intersection Pedestrian ignal Count Time. 3: PM 6: PM Major Dir... one Peak Hour.. 4:5 PM 5:5 PM LLIGTO RD Cyclists: 79 533 3 % 3 53 % 58 % 86 34 5 Cyclists: 9 MRY T % 5 4 % 47 % 4 % % % 4 % 4 Cyclists: 549 % 57 5 34 5% % 86 88 4 759 Cyclists: Thursday, August, 4 Page 4 of 4
Full tudy Location... MRY T @ LLIGTO RD IT4 Municipality. LODO Count Date. ednesday, 7 April, Traffic Cont. Intersection Pedestrian ignal Count Time. 7: AM 6: PM Major Dir... one Peak Hour.. 4:5 PM 5:5 PM LLIGTO RD Cyclists: 79 533 3 % 3 53 % 58 % 86 34 5 Cyclists: 9 MRY T % 5 4 % 47 % 4 % % % 4 % 4 Cyclists: 549 % 57 5 34 5% % 86 88 4 759 Cyclists: LLIGTO RD Thursday, August, 4 Page of 4
AM Period Location... GRY T @ LLIGTO T IT35 Municipality. LODO Count Date. Monday, 3 March, 9 Traffic Cont. Traffic signal Count Time. 7: AM 9: AM Major Dir... orth south Peak Hour.. 8: AM 9: AM LLIGTO T Cyclists: 435 3 6 3 3 976 38 938 % 433 36 397 Cyclists: 9 GRY T 3 5 36 87 7% 6 8 9 % 69 87 % % 4 8 7% % 69 % Cyclists: 4 46 88 39 366 3 % 4 397 437 5 55 Cyclists: LLIGTO T Thursday, August, 4 Page 3 of 4
MD Period Location... GRY T @ LLIGTO T IT35 Municipality. LODO Count Date. Monday, 3 March, 9 Traffic Cont. Traffic signal Count Time. : AM : PM Major Dir... orth south Peak Hour.. :3 PM :3 PM LLIGTO T Cyclists: 86 5 7 34 % 34 993 3 96 % 59 4 7 Cyclists: 9 GRY T 9 4 33 87 % 87 7 % 7 53 87 % % 85 8 9% 93 % 53 % 5 Cyclists: 47 39 86 6 988 38 % % 6 6 5 38 Cyclists: Thursday, August, 4 Page 4 of 4
PM Period Location... GRY T @ LLIGTO T IT35 Municipality. LODO Count Date. Monday, 3 March, 9 Traffic Cont. Traffic signal Count Time. 3: PM 6: PM Major Dir... orth south Peak Hour.. 4:5 PM 5:5 PM LLIGTO T Cyclists: 7 455 7 % 7 48 3 397 % 56 35 Cyclists: GRY T 34 5 39 98 % 98 5 % 5 386 98 % % 9 4 % 95 % 386 % 34 Cyclists: 688 35 73 9 6 % % % 9 7 36 5 959 Cyclists: LLIGTO T Thursday, August, 4 Page of 4
Full tudy Location... GRY T @ LLIGTO T IT35 Municipality. LODO Count Date. Monday, 3 March, 9 Traffic Cont. Traffic signal Count Time. 7: AM 6: PM Major Dir... orth south Peak Hour.. 4:5 PM 5:5 PM LLIGTO T Cyclists: 7 455 7 % 7 48 3 397 % 56 35 Cyclists: GRY T 34 5 39 98 % 98 5 % 5 386 98 % % 9 4 % 95 % 386 % 34 Cyclists: 688 35 73 9 6 % % % 9 7 36 5 959 Cyclists: LLIGTO T Thursday, August, 4 Page of 4
AM Period Location... HORTO T @ LLIGTO T IT33 Municipality. LODO Count Date. Thursday, 7 ovember, 3 Traffic Cont. Traffic signal Count Time. 7: AM 9: AM Major Dir... orth south Peak Hour.. 7:45 AM 8:45 AM LLIGTO T Cyclists: 46 44 96 7 5% 5 76 3 73 93 3 9 454 4 44 Cyclists: 64 HORTO T 39 7 46 754 5% 38 76 57 3 5% 557 935 8 6 8 8 56 75 % 9 74 4 8 6% 3 6 6 96 89 % 9 8 7 Cyclists: 936 47 5% 983 87 967 78 3 5 4 9 99 8 64 33 47 Cyclists: LLIGTO T Friday, August, 4 Page of 4
MD Period Location... HORTO T @ LLIGTO T IT33 Municipality. LODO Count Date. Thursday, 7 ovember, 3 Traffic Cont. Traffic signal Count Time. : AM : PM Major Dir... orth south Peak Hour.. :3 PM :3 PM LLIGTO T Cyclists: 945 94 897 99 3 96 74 683 93 % 9 48 5% 48 Cyclists: HORTO T 33 7 5% 4 697 4 673 45 4 464 76 496 3 8% 9 4 799 555 5% 8 57 5 7 58 78 34 84 576 3 4 7 35 Cyclists: 96 3 993 7 76 6 7 3 5 5% 34 794 66 94 8 87 Cyclists: LLIGTO T Friday, August, 4 Page 3 of 4
PM Period Location... HORTO T @ LLIGTO T IT33 Municipality. LODO Count Date. Thursday, 7 ovember, 3 Traffic Cont. Traffic signal Count Time. 3: PM 6: PM Major Dir... orth south Peak Hour.. 4:3 PM 5:3 PM LLIGTO T Cyclists: 567 59 47 49 % 49 63 % 3 5 5 3 4 9 Cyclists: HORTO T 7 7 6% 4 79 % 67 764 % 774 86 957 7 4 3 878 64 5 67 98 % 98 886 96 99 9 7 67 Cyclists: 465 5 % 48 54 89 47 8 % % 56 99 49 4 6 694 Cyclists: LLIGTO T Friday, August, 4 Page of 4
Full tudy Location... HORTO T @ LLIGTO T IT33 Municipality. LODO Count Date. Thursday, 7 ovember, 3 Traffic Cont. Traffic signal Count Time. 7: AM 6: PM Major Dir... orth south Peak Hour.. 4:3 PM 5:3 PM LLIGTO T Cyclists: 567 59 47 49 % 49 63 % 3 5 5 3 4 9 Cyclists: HORTO T 7 7 6% 4 79 % 67 764 % 774 86 957 7 4 3 878 64 5 67 98 % 98 886 96 99 9 7 67 Cyclists: 465 5 % 48 54 89 47 8 % % 56 99 49 4 6 694 Cyclists: Friday, August, 4 Page 4 of 4
AM Period Location... KIG T @ LLIGTO T IT354 Municipality. LODO Count Date. Thursday, 7 ovember, 3 Traffic Cont. Traffic signal Count Time. 7: AM 9: AM Major Dir... orth south Peak Hour.. 7:45 AM 8:45 AM LLIGTO T Cyclists: 4 4 756 % 649 9 6 7 % 96 68 37 3 Cyclists: 49 KIG T % % % 3 8 79 3 846 % 836 % 3 7 57 57 5 % 95 Cyclists: 75 39 5% 754 5 98 35 6 % 87 4 39 53 45 Cyclists: LLIGTO T Friday, August, 4 Page 3 of 4
MD Period Location... KIG T @ LLIGTO T IT354 Municipality. LODO Count Date. Thursday, 7 ovember, 3 Traffic Cont. Traffic signal Count Time. : AM : PM Major Dir... orth south Peak Hour.. :45 PM :45 PM LLIGTO T Cyclists: 6 85 678 % 639 5% 3 67 39 8% 3 36 93 5% 47 885 Cyclists: 7 KIG T % % % 76 69 67 76 5 7 483 % 584 5 69 69 47 % 4 33 5 Cyclists: 74 46 6% 786 88 65 45 5 % 5% 7% 863 7 933 43 79 Cyclists: LLIGTO T Friday, August, 4 Page of 4
PM Period Location... KIG T @ LLIGTO T IT354 Municipality. LODO Count Date. Thursday, 7 ovember, 3 Traffic Cont. Traffic signal Count Time. 3: PM 5: PM Major Dir... orth south Peak Hour.. 4: PM 5: PM LLIGTO T Cyclists: 34 9 67 % 955 6 99 67 46 Cyclists: 47 KIG T % % % 89 87 % 87 89 777 3 764 % 5 5 % 4 4 5 5 3 Cyclists: 44 36 8 59 5 % % 8 5 3 8 4 Cyclists: LLIGTO T Friday, August, 4 Page of 4
Full tudy Location... KIG T @ LLIGTO T IT354 Municipality. LODO Count Date. Thursday, 7 ovember, 3 Traffic Cont. Traffic signal Count Time. 7: AM 6: PM Major Dir... orth south Peak Hour.. 4:5 PM 5:5 PM LLIGTO T Cyclists: 89 8 8 % 4 5 979 4 6 5 9 Cyclists: 3 KIG T % % % 83 % 83 885 % 3 87 % 9 6 % 45 45 33 8% 8 5 85 Cyclists: 94 43 37 6 35 5 % 5% % 78 36 4 59 45 Cyclists: Friday, August, 4 Page 4 of 4
AM Period Location... MOTGOMRY GAT @ LLIGTO RD IT5689 Municipality. LODO Count Date. Monday, 7 June, 3 Traffic Cont. Traffic signal Major Dir... one LLIGTO RD Count Time. Peak Hour.. 7: AM 7:3 AM 9: AM 8:3 AM Cyclists: 38 97 9 % 9 888 37 85 % 3 6% 73 58 Cyclists: MOTGOMRY GAT % 39 38 % 5 % % % % % Cyclists: 853 37 89 9 48 73 5% 6% % 4 3 Cyclists: LLIGTO RD Thursday, August, 4 Page 3 of 4
MD Period Location... MOTGOMRY GAT @ LLIGTO RD IT5689 Municipality. LODO Count Date. Monday, 7 June, 3 Traffic Cont. Traffic signal Major Dir... one LLIGTO RD Count Time. Peak Hour.. : AM : PM 3: PM : PM Cyclists: 547 87 68 % 68 8 49 69 % 6 44 6 Cyclists: MOTGOMRY GAT % 7 % 7 % 37 73 % 7 46 % % % 73 % 7 Cyclists: 44 5 94 43 43 % % 3 86 9 586 Cyclists: Thursday, August, 4 Page 4 of 4
PM Period Location... MOTGOMRY GAT @ LLIGTO RD IT5689 Municipality. LODO Count Date. Monday, 7 June, 3 Traffic Cont. Traffic signal Major Dir... one LLIGTO RD Count Time. Peak Hour.. 3: PM 4:5 PM 6: PM 5:5 PM Cyclists: 94 646 49 % 49 597 3 566 % 58 6 3 Cyclists: MOTGOMRY GAT % 3 % 3 % 54 7 % 7 % % % 5 49 Cyclists: 65 33 648 83 6 6 % % 83 87 7 98 Cyclists: LLIGTO RD Thursday, August, 4 Page of 4
Full tudy Location... MOTGOMRY GAT @ LLIGTO RD IT5689 Municipality. LODO Count Date. Monday, 7 June, 3 Traffic Cont. Traffic signal Major Dir... one Count Time. Peak Hour.. 7: AM 4:5 PM 6: PM 5:5 PM LLIGTO RD Cyclists: 94 646 49 % 49 597 3 566 % 58 6 3 Cyclists: MOTGOMRY GAT % 3 % 3 % 54 7 % 7 % % % 5 49 Cyclists: 65 33 648 83 6 6 % % 83 87 7 98 Cyclists: LLIGTO RD Thursday, August, 4 Page of 4
AM Period Location... QU AV @ LLIGTO T IT99 Municipality. LODO Count Date. Friday, ovember, 3 Traffic Cont. Traffic signal Count Time. 7: AM 9: AM Major Dir... orth south Peak Hour.. 7:45 AM 8:45 AM LLIGTO T Cyclists: 8 53 33 5 8 37 5 355 % 679 668 Cyclists: 6 QU AV 37 % 37 36 5 65 764 3 787 988 36 % % 6 4 64 % 988 % 57 Cyclists: 56 9 535 373 63 3 6% % 396 64 39 74 574 Cyclists: Friday, August, 4 Page 4 of 4
MD Period Location... QU AV @ LLIGTO T IT99 Municipality. LODO Count Date. Friday, ovember, 3 Traffic Cont. Traffic signal Count Time. : AM : PM Major Dir... orth south Peak Hour.. :45 AM :45 PM LLIGTO T Cyclists: 93 77 39 5 8% 4 47 34 33 % 538 58 Cyclists: 5 QU AV 7 % 7 68 3 65 435 6 % 44 557 68 % % 86 3 89 % 557 % 89 Cyclists: 49 3 43 7 5 % % 9 5 73 8 35 Cyclists: LLIGTO T Friday, August, 4 Page of 4
PM Period Location... QU AV @ LLIGTO T IT99 Municipality. LODO Count Date. Friday, ovember, 3 Traffic Cont. Traffic signal Count Time. 3: PM 6: PM Major Dir... orth south Peak Hour.. 4: PM 5: PM LLIGTO T Cyclists: 33 6 63 9 % 9 54 3 58 % 68 67 Cyclists: 4 QU AV 45 % 45 69 48 79 5 % 734 948 69 % % 67 % 69 % 948 % 9 Cyclists: 696 5 7 39 65 5 % 344 636 98 35 69 Cyclists: LLIGTO T Friday, August, 4 Page of 4
Full tudy Location... QU AV @ LLIGTO T IT99 Municipality. LODO Count Date. Friday, ovember, 3 Traffic Cont. Traffic signal Count Time. 7: AM 6: PM Major Dir... orth south Peak Hour.. 4: PM 5: PM LLIGTO T Cyclists: 33 6 63 9 % 9 54 3 58 % 68 67 Cyclists: 4 QU AV 45 % 45 69 48 79 5 % 734 948 69 % % 67 % 69 % 948 % 9 Cyclists: 696 5 7 39 65 5 % 344 636 98 35 69 Cyclists: LLIGTO T Friday, August, 4 Page 3 of 4
AM Period Location... OUTHDAL RD @ LLIGTO RD IT549 Municipality. LODO Count Date. Thursday, 3 October, 3 Traffic Cont. Traffic signal Count Time. 7: AM 9: AM Major Dir... orth south Peak Hour.. 7:45 AM 8:45 AM LLIGTO RD Cyclists: 45 986 64 5 59 673 65 49 9% 3 36 464 6 43 Cyclists: OUTHDAL RD 8 3 94 555 534 33 9 3 637 68 5 5 73 365 3 35 3 % 3 53 8 5% 54 78 33 3 3 Cyclists: 83 4 837 7 9 5 7 43 9% 5% 7% 79 955 7 6 9 898 Cyclists: LLIGTO RD Thursday, August, 4 Page 3 of 4
MD Period Location... OUTHDAL RD @ LLIGTO RD IT549 Municipality. LODO Count Date. Thursday, 3 October, 3 Traffic Cont. Traffic signal Count Time. : AM : PM Major Dir... orth south Peak Hour.. : PM : PM LLIGTO RD Cyclists: 39 599 3 93 38 55 76 4 7 493 5 44 Cyclists: OUTHDAL RD 3 5% 3 69 9 673 34 5 39 59 536 7 8 6 844 364 % 363 65 5 7% 7 584 7 % 59 83 % 3 7 4 Cyclists: 47 46 473 49 977 49 4 33 53 5 4 4 687 Cyclists: LLIGTO RD Thursday, August, 4 Page of 4
PM Period Location... OUTHDAL RD @ LLIGTO RD IT549 Municipality. LODO Count Date. Thursday, 3 October, 3 Traffic Cont. Traffic signal Count Time. 3: PM 6: PM Major Dir... orth south Peak Hour.. 4: PM 5: PM LLIGTO RD Cyclists: 335 886 37 6 3 98 % 8 8 8 7 74 49 35 394 Cyclists: 6 OUTHDAL RD 33 6 39 35 5 58 54 86 5 6 % 3 3 6 67 3 594 83 % 83 99 949 8 83 6 77 Cyclists: 54 4 564 86 938 6 6 % % 88 964 6 3 4 777 Cyclists: Thursday, August, 4 Page 4 of 4
Full tudy Location... OUTHDAL RD @ LLIGTO RD IT549 Municipality. LODO Count Date. Thursday, 3 October, 3 Traffic Cont. Traffic signal Count Time. 7: AM 6: PM Major Dir... orth south Peak Hour.. 4: PM 5: PM LLIGTO RD Cyclists: 335 886 37 6 3 98 % 8 8 8 7 74 49 35 394 Cyclists: 6 OUTHDAL RD 33 6 39 35 5 58 54 86 5 6 % 3 3 6 67 3 594 83 % 83 99 949 8 83 6 77 Cyclists: 54 4 564 86 938 6 6 % % 88 964 6 3 4 777 Cyclists: LLIGTO RD Thursday, August, 4 Page of 4
AM Period Location... LLIGTO RD @ ILKI T IT56 Municipality. LODO Count Date. Friday, May, 3 Traffic Cont. Traffic signal Count Time. 7: AM 9: AM Major Dir... orth south Peak Hour.. 7:45 AM 8:45 AM LLIGTO RD Cyclists: 95 3 6 3 3 997 5% 48 949 % 849 37 8 Cyclists: ILKI T % 3 7% 8 5 % 435 38 % 38 3 % % % 74 % 73 Cyclists: 49 5% 7 574 5 37 9% % 7 6 68 699 Cyclists: Thursday, August, 4 Page 4 of 4
MD Period Location... LLIGTO RD @ ILKI T IT56 Municipality. LODO Count Date. Friday, May, 3 Traffic Cont. Traffic signal Count Time. : AM 3: PM Major Dir... orth south Peak Hour.. :5 PM :5 PM LLIGTO RD Cyclists: 3349 79 75 7 68 65 56 559 % 559 63 496 Cyclists: 4 ILKI T % 7 5 % 394 9 % 9 8 % % % 53 % 53 Cyclists: 6 56 668 37 367 63 % % 37 43 467 5 335 Cyclists: LLIGTO RD Thursday, August, 4 Page of 4
PM Period Location... LLIGTO RD @ ILKI T IT56 Municipality. LODO Count Date. Friday, May, 3 Traffic Cont. Traffic signal Count Time. 3: PM 6: PM Major Dir... orth south Peak Hour.. 4:5 PM 5:5 PM LLIGTO RD Cyclists: 397 5 34 3 % 4 37 993 5 943 % 63 5 578 Cyclists: 8 ILKI T % 36 % 4 357 % 566 36 % 35 5 % % % 69 % 68 6 Cyclists: 5 6 4 443 4 % % 4 467 57 3 3569 Cyclists: LLIGTO RD Thursday, August, 4 Page of 4
Full tudy Location... LLIGTO RD @ ILKI T IT56 Municipality. LODO Count Date. Friday, May, 3 Traffic Cont. Traffic signal Count Time. 7: AM 6: PM Major Dir... orth south Peak Hour.. 4:5 PM 5:5 PM LLIGTO RD Cyclists: 397 5 34 3 % 4 37 993 5 943 % 63 5 578 Cyclists: 8 ILKI T % 36 % 4 357 % 566 36 % 35 5 % % % 69 % 68 6 Cyclists: 5 6 4 443 4 % % 4 467 57 3 3569 Cyclists: LLIGTO RD Thursday, August, 4 Page 3 of 4
AM Period Location... LLIGTO T @ YORK T Municipality. LODO Traffic Cont. Traffic signal Major Dir... ast west Count Date. Count Time. Peak Hour.. IT348 ednesday, 9 ovember, 7: AM 7:45 AM 9: AM 8:45 AM Cyclists: LLIGTO T 335 9 4 39 6 8 54 7 6 6 % 5 Cyclists: YORK T 76 % 76 68 7 655 68 6 634 74 47 % 735 7 6 684 9 6% 3 76 3 783 54 5 7% 4 Cyclists: 97 % 8 8 9 5 6 % % % 8 56 74 3 8 Cyclists: LLIGTO T Friday, August, 4 Page 3 of 4
MD Period Location... LLIGTO T @ YORK T Municipality. LODO Traffic Cont. Traffic signal Major Dir... ast west Count Date. Count Time. Peak Hour.. IT348 ednesday, 9 ovember, : AM :45 AM : PM :45 PM Cyclists: LLIGTO T 7 66 5 8% 3 38 % 38 3 % 3 6 6 Cyclists: 4 YORK T 7 % 7 58 9 499 465 5 48 538 55 6 % 6 537 5 5% 4 488 4 % 4 536 6 5% 56 9 5% 8 3 Cyclists: 97 % 98 37 45 5% 3 38 47 98 7 96 Cyclists: LLIGTO T Friday, August, 4 Page of 4
PM Period Location... LLIGTO T @ YORK T Municipality. LODO Traffic Cont. Traffic signal Major Dir... ast west Count Date. Count Time. Peak Hour.. IT348 ednesday, 9 ovember, 3: PM 4: PM 6: PM 5: PM Cyclists: LLIGTO T 8 4 9 3 % 3 35 % 35 5 % 5 9 % 9 Cyclists: 3 YORK T 5 % 5 795 4 78 739 4 753 836 558 % 763 737 77 57 58 79 84 65 4 7% 3 6 Cyclists: 5 7 53 5 % % 53 5 7 4 4 Cyclists: Friday, August, 4 Page 4 of 4
Full tudy Location... LLIGTO T @ YORK T Municipality. LODO Traffic Cont. Traffic signal Major Dir... ast west Count Date. Count Time. Peak Hour.. IT348 ednesday, 9 ovember, 7: AM 4: PM 6: PM 5: PM Cyclists: LLIGTO T 8 4 9 3 % 3 35 % 35 5 % 5 9 % 9 Cyclists: 3 YORK T 5 % 5 795 4 78 739 4 753 836 558 % 763 737 77 57 58 79 84 65 4 7% 3 6 Cyclists: 5 7 53 5 % % 53 5 7 4 4 Cyclists: LLIGTO T Friday, August, 4 Page of 4
AM Period Location... FAHA PARK RD @ RICHMOD T IT6 Municipality. LODO Count Date. Thursday, 6 June, 3 Traffic Cont. Traffic signal Count Time. 7: AM 9: AM Major Dir... ast west Peak Hour.. 7:45 AM 8:45 AM RICHMOD T Cyclists: 3 4 99 3 4 6 83 7 83 69 % 68 39 7% 9 363 Cyclists: 8 FAHA PARK RD 4 7% 4 9 5% 49 85 69 7 636 97 6 9 % 8 36 734 3 73 38 4 % 3 83 5 6% 88 853 5 7 483 8 Cyclists: 64 38 64 6 6 6 8 5 8 8% 5% 34 76 78 588 3 3 Cyclists: Friday, August, 4 Page 4 of 4
MD Period Location... FAHA PARK RD @ RICHMOD T IT6 Municipality. LODO Count Date. Thursday, 6 June, 3 Traffic Cont. Traffic signal Count Time. : AM : PM Major Dir... ast west Peak Hour.. :5 PM :5 PM RICHMOD T Cyclists: 6 4 69 59 5% 3 56 45 7 433 83 7 76 54 9% 45 469 Cyclists: FAHA PARK RD 46 5 % 5 337 5 85 97 8 955 43 56 83 8% 7 76 99 73 6% 45 668 395 47 5 88 8% 3 56 3 6% 7 6 6 Cyclists: 944 36 98 3 347 8 33 36 7% 9% 7% 33 38 7 9 3 9 Cyclists: RICHMOD T Friday, August, 4 Page of 4
PM Period Location... FAHA PARK RD @ RICHMOD T IT6 Municipality. LODO Count Date. Thursday, 6 June, 3 Traffic Cont. Traffic signal Count Time. 3: PM 5: PM Major Dir... ast west Peak Hour.. 4: PM 5: PM RICHMOD T Cyclists: 53 646 7 68 4 3 49 54 % 5 884 9% 77 87 Cyclists: 47 FAHA PARK RD 6 7 39 45 994 48 % 48 7 364 5 5 5 96 % 9 87 5 5 57 7 9 9% 8 993 48 47 8 Cyclists: 78 9 77 58 68 5 3 6 5 8% 9% 54 74 65 448 75 Cyclists: RICHMOD T Friday, August, 4 Page 3 of 4
Full tudy Location... FAHA PARK RD @ RICHMOD T IT6 Municipality. LODO Count Date. Thursday, 6 June, 3 Traffic Cont. Traffic signal Count Time. 7: AM 6: PM Major Dir... ast west Peak Hour.. 4:45 PM 5:45 PM RICHMOD T Cyclists: 69 759 78 5% 66 49 % 4 487 9 % 9 933 5% 4 89 Cyclists: 5 FAHA PARK RD 7 % 7 57 48 9 438 9 % 457 79 33 57 6% 47 74 96 9% 8 88 43 % 45 7 97 7% 34 333 55 54 77 Cyclists: 784 7 % 79 55 77 37 7 3 5 % 5 749 5 43 4 Cyclists: RICHMOD T Friday, August, 4 Page of 4
MD Period Location... FAHA PARK RD @ RICHMOD T IT6 Municipality. LODO Count Date. aturday, 6 April, 4 Traffic Cont. Traffic signal Count Time. : AM 4: PM Major Dir... ast west Peak Hour.. :45 PM 3:45 PM RICHMOD T Cyclists: 47 4 76 7 % 7 437 % 436 7 % 7 754 % 75 Cyclists: 55 FAHA PARK RD % 479 % 4 475 67 % 69 485 78 % 49 896 % 5 89 9 3 % 95 356 5 % 37 856 43 % 4 4 Cyclists: 97 5 % 975 337 5 58 % % 339 5 68 9 9 4 Cyclists: Friday, August, 4 Page of
Full tudy Location... FAHA PARK RD @ RICHMOD T IT6 Municipality. LODO Count Date. aturday, 6 April, 4 Traffic Cont. Traffic signal Count Time. : AM 4: PM Major Dir... ast west Peak Hour.. :45 PM 3:45 PM RICHMOD T Cyclists: 47 4 76 7 % 7 437 % 436 7 % 7 754 % 75 Cyclists: 55 FAHA PARK RD % 479 % 4 475 67 % 69 485 78 % 49 896 % 5 89 9 3 % 95 356 5 % 37 856 43 % 4 4 Cyclists: 97 5 % 975 337 5 58 % % 339 5 68 9 9 4 Cyclists: RICHMOD T Friday, August, 4 Page of
MD Period Location... FAHA PARK RD @ RICHMOD T IT6 Municipality. LODO Count Date. unday, 7 April, 4 Traffic Cont. Traffic signal Count Time. : AM 4: PM Major Dir... ast west Peak Hour.. : PM : PM RICHMOD T Cyclists: 358 44 667 67 % 66 395 % 4 39 3 % 3 69 % 689 Cyclists: 5 FAHA PARK RD 3 % 3 4 % 4 48 9 % 3 49 683 3 % 3 7 96 % 95 93 % 95 356 7 % 363 79 6 % 6 Cyclists: 946 6 % 95 33 48 48 6 % % 34 483 54 5 5 3 Cyclists: RICHMOD T Friday, August, 4 Page of
Full tudy Location... FAHA PARK RD @ RICHMOD T IT6 Municipality. LODO Count Date. unday, 7 April, 4 Traffic Cont. Traffic signal Count Time. : AM 4: PM Major Dir... ast west Peak Hour.. : PM : PM RICHMOD T Cyclists: 358 44 667 67 % 66 395 % 4 39 3 % 3 69 % 689 Cyclists: 5 FAHA PARK RD 3 % 3 4 % 4 48 9 % 3 49 683 3 % 3 7 96 % 95 93 % 95 356 7 % 363 79 6 % 6 Cyclists: 946 6 % 95 33 48 48 6 % % 34 483 54 5 5 3 Cyclists: Friday, August, 4 Page of
AM Period Location... HILLVI BLVD @ RICHMOD T IT74 Municipality. LODO Count Date. Thursday, 9 April, Traffic Cont. Traffic signal Count Time. 7: AM 9: AM Major Dir... orth south Peak Hour.. 8: AM 9: AM RICHMOD T Cyclists: 347 6 743 36 35 69 38 654 5 7% 4 64 8% 5 554 Cyclists: HILLVI BLVD 9% 64 6 8 % 8 4 77 4 7% 3 39 3 3 % 3 5 8 35% 3 53 3 5% 56 98 58 56 8 Cyclists: 75 48 773 9 55 6 46 5% 8% 7% 55 8 599 4 37 Cyclists: RICHMOD T Friday, August, 4 Page 3 of 4
MD Period Location... HILLVI BLVD @ RICHMOD T IT74 Municipality. LODO Count Date. Thursday, 9 April, Traffic Cont. Traffic signal Count Time. : AM : PM Major Dir... orth south Peak Hour.. :5 PM :5 PM RICHMOD T Cyclists: 37 3 65 6 6% 5 973 33 94 76 74 7 5% 57 5 Cyclists: 4 HILLVI BLVD 79 8 94 9 % 6 8 4 % 4 86 8 % 8 8 6 34 33 3 % 36 46 6 % 6 8 Cyclists: 94 39 33 66 994 4 55 % 5% % 67 49 4 58 39 Cyclists: RICHMOD T Friday, August, 4 Page of 4
PM Period Location... HILLVI BLVD @ RICHMOD T IT74 Municipality. LODO Count Date. Thursday, 9 April, Traffic Cont. Traffic signal Count Time. 3: PM 6: PM Major Dir... orth south Peak Hour.. 5: PM 6: PM RICHMOD T Cyclists: 964 33 9 43 % 43 7 8 999 59 % 59 845 % 7 88 Cyclists: HILLVI BLVD 9 % 9 8 % 8 7 % 7 66 34 69 % 68 6 4 39 36 7% 47 3 % 4 49 5 % 5 4 Cyclists: 86 9 5 658 5 6 % % 684 5 99 4 334 Cyclists: Friday, August, 4 Page 4 of 4
Full tudy Location... HILLVI BLVD @ RICHMOD T IT74 Municipality. LODO Count Date. Thursday, 9 April, Traffic Cont. Traffic signal Count Time. 7: AM 6: PM Major Dir... orth south Peak Hour.. 5: PM 6: PM RICHMOD T Cyclists: 964 33 9 43 % 43 7 8 999 59 % 59 845 % 7 88 Cyclists: HILLVI BLVD 9 % 9 8 % 8 7 % 7 66 34 69 % 68 6 4 39 36 7% 47 3 % 4 49 5 % 5 4 Cyclists: 86 9 5 658 5 6 % % 684 5 99 4 334 Cyclists: RICHMOD T Friday, August, 4 Page of 4
MD Period Location... HILLVI BLVD @ RICHMOD T IT74 Municipality. LODO Count Date. aturday, 3 May, 4 Traffic Cont. Traffic signal Count Time. : AM 4: PM Major Dir... orth south Peak Hour.. : PM 3: PM RICHMOD T Cyclists: 935 37 99 9 % 9 83 % 6 797 7 % 7 6 % 9 997 Cyclists: HILLVI BLVD % 6 % 6 % 83 63 5 % 5 3 3 % 3 45 6 5 33 % 33 64 8 % 8 Cyclists: 97 % 98 3 84 8 % % % 3 83 64 46 Cyclists: Friday, August, 4 Page of
Full tudy Location... HILLVI BLVD @ RICHMOD T IT74 Municipality. LODO Count Date. aturday, 3 May, 4 Traffic Cont. Traffic signal Count Time. : AM 4: PM Major Dir... orth south Peak Hour.. : PM 3: PM RICHMOD T Cyclists: 935 37 99 9 % 9 83 % 6 797 7 % 7 6 % 9 997 Cyclists: HILLVI BLVD % 6 % 6 % 83 63 5 % 5 3 3 % 3 45 6 5 33 % 33 64 8 % 8 Cyclists: 97 % 98 3 84 8 % % % 3 83 64 46 Cyclists: RICHMOD T Friday, August, 4 Page of
MD Period Location... HILLVI BLVD @ RICHMOD T IT74 Municipality. LODO Count Date. unday, 4 May, 4 Traffic Cont. Traffic signal Count Time. : AM 4: PM Major Dir... orth south Peak Hour.. :3 PM 3:3 PM RICHMOD T Cyclists: 968 3 7 % 966 % 4 96 86 % 86 896 % 7 889 Cyclists: 5 HILLVI BLVD 79 % 79 6 % 6 5 % 5 4 39 5 % 5 77 6 % 6 45 3 48 5 % 6 468 % 9 Cyclists: 8 7 % 35 7 76 33 7 % % % 7 767 34 98 4 63 Cyclists: Friday, August, 4 Page of
Full tudy Location... HILLVI BLVD @ RICHMOD T IT74 Municipality. LODO Count Date. unday, 4 May, 4 Traffic Cont. Traffic signal Count Time. : AM 4: PM Major Dir... orth south Peak Hour.. :3 PM 3:3 PM RICHMOD T Cyclists: 968 3 7 % 966 % 4 96 86 % 86 896 % 7 889 Cyclists: 5 HILLVI BLVD 79 % 79 6 % 6 5 % 5 4 39 5 % 5 77 6 % 6 45 3 48 5 % 6 468 % 9 Cyclists: 8 7 % 35 7 76 33 7 % % % 7 767 34 98 4 63 Cyclists: RICHMOD T Friday, August, 4 Page of
AM Period Location... AGL T @ RICHMOD T Municipality... LODO IT756 Count Date... Thursday, 4 October, 3 Peak Hour... 8: AM 9: AM RICHMOD T 53 34 574 % 53 8% 4 46 7 % 7 479 59 4 9 AGL T 35 36 % % 38 % % 5% 79 % 8 8 % 57 463 4 8% 55 385 9 58 % % 443 9 45 5 957 RICHMOD T ednesday, August 7, 4 Page of 3
MD Period Location... AGL T @ RICHMOD T Municipality... LODO IT756 Count Date... Thursday, 4 October, 3 Peak Hour... :45 PM :45 PM RICHMOD T 6 3 6 % 55 8% 45 57 48 47 66 6% 39 577 63 AGL T 8 % 83 % % 84 % % % 6 6 45 % 87 58 45 8% 553 495 3 38 % 7% % 533 3 546 5 99 RICHMOD T ednesday, August 7, 4 Page of 3
PM Period Location... AGL T @ RICHMOD T Municipality... LODO IT756 Count Date... Thursday, 4 October, 3 Peak Hour... 4: PM 5: PM RICHMOD T 5 86 768 % 7 5% 37 684 47 45 733 3 7 4 AGL T 39 % 39 % % 4 % % 5% 53 55 96 % 4 685 38 5% 73 563 8 3 % 5% % 594 8 6 4 35 ednesday, August 7, 4 Page 3 of 3
AM Period Location... BRARD AV @ RICHMOD T Municipality... LODO IT6 Count Date... Monday, 8 April, 3 Peak Hour... 7:45 AM 8:45 AM RICHMOD T 69 4 55 % 5 % 9 483 3 % 3 564 544 9 BRARD AV 4 % 4 % % 3 % % 8 % 9 9 % 9 % 46 49 % 5 54 6 % % 56 6 566 77 RICHMOD T ednesday, August 7, 4 Page of 3
MD Period Location... BRARD AV @ RICHMOD T Municipality... LODO IT6 Count Date... Monday, 8 April, 3 Peak Hour... :5 PM :5 PM RICHMOD T 636 49 77 % 765 6 749 7 % 7 864 84 9 BRARD AV 5 % 5 % % 6 % % % 3 7% 4 % 8 75 6 766 837 6 % 859 7 866 9 63 RICHMOD T ednesday, August 7, 4 Page of 3
PM Period Location... BRARD AV @ RICHMOD T Municipality... LODO IT6 Count Date... Monday, 8 April, 3 Peak Hour... 4: PM 5: PM RICHMOD T 47 4 86 % 89 7 8 7 % 7 6 % 6 585 5 BRARD AV % % % % % 7 6% 8 4 % 4 44 % 7 89 8 837 583 7 6 % % % 599 7 66 7 453 ednesday, August 7, 4 Page 3 of 3
AM Period Location... CTRAL AV @ RICHMOD T Municipality... LODO IT645 Count Date... Monday, 4 June, 3 Peak Hour... 8: AM 9: AM RICHMOD T 48 48 965 46 % 46 74 9 7 78 4 74 55 7% 36 479 69 CTRAL AV 7 7 8 3 77 4 97 334 9 7% 7 54 5 % 5 8 3 3 6 37 64 % 69 84 3 87 9 38 3 3 5% 8% 6% 44 34 468 9 34 RICHMOD T ednesday, August 7, 4 Page of 3
MD Period Location... CTRAL AV @ RICHMOD T Municipality... LODO IT645 Count Date... Monday, 4 June, 3 Peak Hour... :45 AM :45 PM RICHMOD T 34 54 67 38 % 38 53 8% 43 488 3 % 63 7% 45 587 3 CTRAL AV 76 % 77 44 5 39 7 3 73 9 7 35 9% 3 3 6 73 7 4 % 4 96 3 99 39 8 6% 7 77 547 44 7% 59 3 479 3 4 6% 8% % 33 5 3 576 6 67 RICHMOD T ednesday, August 7, 4 Page of 3
PM Period Location... CTRAL AV @ RICHMOD T Municipality... LODO IT645 Count Date... Monday, 4 June, 3 Peak Hour... 3: PM 4: PM RICHMOD T 46 4 8 4 4 635 6% 35 6 5 7% 9 6 64 6% 36 568 8 CTRAL AV 54 3 5% 57 6 % 5 53 % 53 8 7 3 3 7 6% 4 67 7 6% 8 3 6% 5 343 % 9 44 66 37 6% 663 494 9 3 % % 57 9 557 7 ednesday, August 7, 4 Page 3 of 3
AM Period Location... CHAPID T @ RICHMOD T Municipality... LODO IT85 Count Date... Tuesday, 3 April, 3 Peak Hour... 8: AM 9: AM RICHMOD T 43 % 58 38 74 7 778 5% 38 74 4 CHAPID T 6 6 5 % 48 34 % 36 7 56 3 % 3 6 85 83 66 6 8% 7 9 48 8 % 8 9 6 38 3 666 46 37 5 % 5% % 3 73 5 757 9 995 RICHMOD T ednesday, August 7, 4 Page of 3
MD Period Location... CHAPID T @ RICHMOD T Municipality... LODO IT85 Count Date... Tuesday, 3 April, 3 Peak Hour... : PM 3: PM RICHMOD T 83 5 863 6 % 6 78 34 747 66 65 96 8 93 3 CHAPID T 79 3 8 5 % 4 93 % 94 87 3 9 % 9 88 6 % 6 4 7 6% 6 6 53 8 % 8 9 859 4 5% 9 5 834 84 5 5 % 6% 5 859 89 953 853 RICHMOD T ednesday, August 7, 4 Page of 3
PM Period Location... CHAPID T @ RICHMOD T Municipality... LODO IT85 Count Date... Tuesday, 3 April, 3 Peak Hour... 4: PM 5: PM RICHMOD T 366 9 9 % 9 936 3 94 66 64 355 3 34 3 CHAPID T % 7 % 7 58 % 58 358 36 8 % 8 9 58 % 57 74 4 5% 78 87 8 95 653 4 % 4 3 98 36 8 5 75 66 3 5 % 7% 5 5 7 8 3 99 ednesday, August 7, 4 Page 3 of 3
AM Period Location... DUFFRI AV @ RICHMOD T Municipality... LODO IT885 Count Date... Monday, June, 3 Peak Hour... 8: AM 9: AM RICHMOD T 3 59 583 73 % 7 339 9% 3 37 7 % 7 53 8% 4 489 48 DUFFRI AV 57 58 49 % 6 43 75 4 % 79 354 737 3 9 38 8 % 79 7 % 7 53 9 53 886 6 6% 5 95 339 33 9% 37 66 43 74 37 7 % 8% 9% 67 45 8 598 7 97 RICHMOD T ednesday, August 7, 4 Page of 3
MD Period Location... DUFFRI AV @ RICHMOD T Municipality... LODO IT885 Count Date... Monday, June, 3 Peak Hour... :5 PM :5 PM RICHMOD T 53 56 5 3 9% 3 9 365 9% 34 33 3 3 543 6% 3 53 39 DUFFRI AV 55 56 64 4 6 % 79 394 47 % 47 3 5 % 5 % 333 8 34 5 3 6% 9 59 38 36 9% 48 3 4 7 9 4 7% 5% 3 44 76 547 55 965 RICHMOD T ednesday, August 7, 4 Page of 3
PM Period Location... DUFFRI AV @ RICHMOD T Municipality... LODO IT885 Count Date... Monday, June, 3 Peak Hour... 4: PM 5: PM RICHMOD T 4 76 694 35 % 35 53 5% 7 55 7 % 6 77 6% 4 667 3 DUFFRI AV 74 % 74 33 % 4 38 68 3 % 7 365 8 48 47 469 369 % 5 364 % 548 9 557 9 5 5 89 575 9 5% 64 5 546 58 39 3 7% 5% 6 585 6 67 63 76 ednesday, August 7, 4 Page 3 of 3
AM Period Location... DUDA T @ RICHMOD T Municipality... LODO IT355 Count Date... Thursday, October, 3 Peak Hour... 8: AM 9: AM RICHMOD T 96 79 63 % 63 35 8 % 663 9% 59 64 55 DUDA T 8% 9 6% 3 88 87 3 6% 8 3 43 5% 94 9 5% 44 47 % 48 45 5% 93 44 % 357 9 36 65 59 57 % 9% 5% 649 65 37 97 RICHMOD T ednesday, August 7, 4 Page of 3
MD Period Location... DUDA T @ RICHMOD T Municipality... LODO IT355 Count Date... Thursday, October, 3 Peak Hour... : PM : PM RICHMOD T 973 547 44 % 439 9% 4 398 % 53 6% 33 499 7 DUDA T 37 % 37 4 % 4 7 3 4 % 37 79 477 5% 36 9 5% 34 95 5 % 5 99 4 7% 4 5 5 % 5 678 48 4 9% 449 46 4 3 8 % 6% 67% 493 57 555 956 RICHMOD T ednesday, August 7, 4 Page of 3
PM Period Location... DUDA T @ RICHMOD T Municipality... LODO IT355 Count Date... Thursday, October, 3 Peak Hour... 3: PM 4: PM RICHMOD T 54 34 63 % 6 7% 44 576 % 6 5% 3 59 DUDA T 5 7 74 33 4 6 33 49 66 66 5 6% 3 34 33 % 34 98 % 34 34 % 338 64 5 % 5 56 58 44 7% 65 4 575 5 5 % % 4 6 5 69 34 44 ednesday, August 7, 4 Page 3 of 3
AM Period Location... GROVOR T @ RICHMOD T Municipality... LODO IT97 Count Date... ednesday, 5 May, 3 Peak Hour... 7:45 AM 8:45 AM RICHMOD T 45 3 6 7 6 4 4 95 % 95 89 6% 47 77 8 GROVOR T 45 47 64 6 3 3 83 9 5% 8 9 7 % 7 4 % 4 36 3 % 39 4 8 % 8 6 5 4 76 6 79 4 44 % 6% % 6 753 4 9 44 97 RICHMOD T ednesday, August 7, 4 Page of 3
MD Period Location... GROVOR T @ RICHMOD T Municipality... LODO IT97 Count Date... ednesday, 5 May, 3 Peak Hour... :3 PM :3 PM RICHMOD T 7 9 85 5 7% 4 76 7% 5 7 75 3 7 869 6% 5 89 48 GROVOR T 5 % 5 73 7 3 % 3 9 65 6 5 9 45 % 45 47 % 47 9 5 4 353 % 3 779 5 6% 83 7 74 49 6% 8 79 4 93 49 753 RICHMOD T ednesday, August 7, 4 Page of 3
PM Period Location... GROVOR T @ RICHMOD T Municipality... LODO IT97 Count Date... ednesday, 5 May, 3 Peak Hour... 4: PM 5: PM RICHMOD T 5 3 99 6 % 6 87 7 844 4 % 4 86 5 6 94 GROVOR T 78 % 78 5 % 5 7 % 7 37 4 7 % 7 99 5 49 86 % 87 4 6 353 % 9 33 949 3 979 37 56 3 5 % % 37 8 3 4 36 ednesday, August 7, 4 Page 3 of 3
AM Period Location... HORTO T @ RICHMOD T Municipality... LODO IT3398 Count Date... Thursday, 7 ovember, 3 Peak Hour... 7:45 AM 8:45 AM RICHMOD T 8 48 9 5% 4 78 97 5% 5 9 59 % 6 53 773 33 74 68 HORTO T 8 4 5% 86 7 6% 46 676 55 7 5% 55 653 6 346 6% 35 394 99 969 5 % 5 67 3 98 75 57 5% 3 54 66 6 8 5% 69 73 333 45 5 8 3 6% 6% 78 34 48 467 6 636 RICHMOD T ednesday, August 7, 4 Page of 3
MD Period Location... HORTO T @ RICHMOD T Municipality... LODO IT3398 Count Date... Thursday, 7 ovember, 3 Peak Hour... : PM : PM RICHMOD T 6 44 33 96 5% 4 8 4 3 93 8% 7 86 38 7% 87 6 HORTO T 69 7 73 9 674 535 4 549 646 5 43 % 5 8 87 68 66 5 6 78 3 749 395 45 9% 4 4 5 77 8 85 56 9 6 4 7% 57 94 8 79 49 364 RICHMOD T ednesday, August 7, 4 Page of 3
PM Period Location... HORTO T @ RICHMOD T Municipality... LODO IT3398 Count Date... Thursday, 7 ovember, 3 Peak Hour... 4:3 PM 5:3 PM RICHMOD T 89 6 74 75 5% 4 6 38 5 33 6% 7 4 385 7 368 HORTO T 69 % 7 95 3 7 97 6 % 93 48 9 69 6% 59 897 683 % 673 55 % 55 836 7 853 9 45 43 37 4 7 48 94 4 49 3 6 % 97 46 49 9 7 7 ednesday, August 7, 4 Page 3 of 3
AM Period Location... HURO T @ RICHMOD T Municipality... LODO IT59 Count Date... ednesday, May, Peak Hour... 7:45 AM 8:45 AM RICHMOD T 86 7 468 % 38 4 357 65 63 88 5% 44 774 HURO T 65 4 6% 69 78 % 77 44 45 8 56 3 % 3 78 5 % 5 4 9% 4 3 7 5% 3 58 4 7% 3 38 9 49 696 9 4 5 % 5% 36% 736 4 76 6 7 RICHMOD T ednesday, August 7, 4 Page of 3
MD Period Location... HURO T @ RICHMOD T Municipality... LODO IT59 Count Date... ednesday, May, Peak Hour... :45 AM :45 PM RICHMOD T 836 885 9 % 7 85 9 786 5 % 5 95 35 96 HURO T 75 % 76 65 5% 3 6 37 38 37 44 8 % 8 79 34 % 34 3 3 3 4 4 7 % 7 5 83 3 855 8 83 6 34 3 % 6% 8 847 9 874 7 79 RICHMOD T ednesday, August 7, 4 Page of 3
PM Period Location... HURO T @ RICHMOD T Municipality... LODO IT59 Count Date... ednesday, May, Peak Hour... 4: PM 5: PM RICHMOD T 6 5 98 5 % 5 836 9 87 57 56 68 6 656 HURO T 8 % 8 47 48 95 54 54 53 73 96 % 96 8 7 8% 5 75 5 8 375 3 % 3 3 858 6 884 8 483 3 3 4 % 5% 8 56 7 54 38 45 ednesday, August 7, 4 Page 3 of 3
AM Period Location... KIG T @ RICHMOD T Municipality... LODO IT347 Count Date... ednesday, 3 ovember, 3 Peak Hour... 8: AM 9: AM RICHMOD T 987 85 344 % 36 % 6 8 8% 9 99 643 7% 48 595 8 KIG T % % % 54 6 8% 5 54 964 5 949 % 53 8 8 8 8 % 3 5 79 35 9 % 64 544 5 37 4 % 6% 58 9 69 63 954 RICHMOD T ednesday, August 7, 4 Page of 3
MD Period Location... KIG T @ RICHMOD T Municipality... LODO IT347 Count Date... ednesday, 3 ovember, 3 Peak Hour... :45 PM :45 PM RICHMOD T 757 4 38 % 5 % 5 5 78 67 49 7% 3 397 56 KIG T % % % 694 33 4 9 694 47 5 457 % 578 7 65 65 89 % 88 85 33 6 8% 339 68 54 8 % 9% 96 55 35 3 69 RICHMOD T ednesday, August 7, 4 Page of 3
PM Period Location... KIG T @ RICHMOD T Municipality... LODO IT347 Count Date... ednesday, 3 ovember, 3 Peak Hour... 3:45 PM 4:45 PM RICHMOD T 37 5 67 % 539 3 56 88 8 7 69 67 6 KIG T % % % 83 8 4 83 77 % 8 764 % 863 6 889 889 99 % 99 87 65 3 638 466 9 % % 478 9 57 3 45 ednesday, August 7, 4 Page 3 of 3
AM Period Location... PALL MALL T @ RICHMOD T Municipality... LODO IT56 Count Date... Monday, 9 June, 4 Peak Hour... 7:45 AM 8:45 AM RICHMOD T 98 7 3 % 856 3 84 47 5 4 85 5% 4 785 49 PALL MALL T 7 4 % 76 % % 36 % % 9 3 85 7 9 598 % 853 33 886 53 43 36 % 7% 549 45 594 48 RICHMOD T ednesday, August 7, 4 Page of 3
MD Period Location... PALL MALL T @ RICHMOD T Municipality... LODO IT56 Count Date... Monday, 9 June, 4 Peak Hour... :45 AM :45 PM RICHMOD T 547 8 75 % 58 6% 34 547 44 3 4 8 6% 46 776 46 PALL MALL T 96 % 98 % % 44 % % 43 3 7% 46 83 3 86 43 % 59 37 6% 67 58 4 44 % 7% % 64 4 666 43 93 RICHMOD T ednesday, August 7, 4 Page of 3
PM Period Location... PALL MALL T @ RICHMOD T Municipality... LODO IT56 Count Date... Monday, 9 June, 4 Peak Hour... 4: PM 5: PM RICHMOD T 893 87 % 677 8 649 4 % 4 76 3 53 PALL MALL T 6 % 63 % % 34 % % 6 % 6 8 % 8 55 % 7 8 738 79 4 % % 83 4 854 59 ednesday, August 7, 4 Page 3 of 3
AM Period Location... QU AV @ RICHMOD T Municipality... LODO IT984 Count Date... ednesday, 5 June, 3 Peak Hour... 7:45 AM 8:45 AM RICHMOD T 949 87 354 6 % 5 8 9% 8 % 595 8% 48 547 47 QU AV 67 3 6% 8 739 5% 39 7 53 36 7% 549 66 739 % % 7 6 8% 33 % 66 % 9 35 6 % 6 6 48 35 7% % 64 55 579 3 84 RICHMOD T ednesday, August 7, 4 Page of 3
MD Period Location... QU AV @ RICHMOD T Municipality... LODO IT984 Count Date... ednesday, 5 June, 3 Peak Hour... : PM : PM RICHMOD T 96 6 48 83 5% 4 79 399 % 4 358 % 479 7% 35 444 9 QU AV 9 3 667 6% 4 65 468 34 7% 5 556 667 % % 5 7 3 % 556 % 55 383 48 % 43 78 45 4 3 5% 7% % 8 457 539 5 97 RICHMOD T ednesday, August 7, 4 Page of 3
PM Period Location... QU AV @ RICHMOD T Municipality... LODO IT984 Count Date... ednesday, 5 June, 3 Peak Hour... 4: PM 5: PM RICHMOD T 99 8 468 7 % 6 36 6% 3 338 % 54 53 9 QU AV 8 4 5% 86 74 4 34 3 38 6 74 % % 6 5 8% 65 % % 46 398 8 7% 46 5 4 7 % % 6 438 544 73 97 ednesday, August 7, 4 Page 3 of 3
AM Period Location... RICHMOD T @ UIVRITY DR (PVT) Municipality... LODO IT38 Count Date... Thursday, 7 March, 3 Peak Hour... 7:45 AM 8:45 AM RICHMOD T 89 55 7 36 35 35 % 7 8 % 638 5% 34 64 UIVRITY DR (PVT) % 56 6% 3 53 % 86 45 % 5 4 65 % % % 8 47 33 5 355 495 564 3 9 6% 5% % 55 593 8 8 473 RICHMOD T ednesday, August 7, 4 Page of 3
MD Period Location... RICHMOD T @ UIVRITY DR (PVT) Municipality... LODO IT38 Count Date... Thursday, 7 March, 3 Peak Hour... :5 PM :5 PM RICHMOD T 68 67 79 77 3 74 65 5 637 % 889 5 864 33 UIVRITY DR (PVT) % 47 8% 33 374 % 7 76 9 67 33 % % % 7 7% 5 44 849 3 879 3 797 3 6 9% % 33 83 43 43 RICHMOD T ednesday, August 7, 4 Page of 3
PM Period Location... RICHMOD T @ UIVRITY DR (PVT) Municipality... LODO IT38 Count Date... Thursday, 7 March, 3 Peak Hour... 4:45 PM 5:45 PM RICHMOD T 645 6 844 45 % 45 799 4 775 % 8 % 6 775 UIVRITY DR (PVT) % 377 366 % 37 368 % 4 364 95 % % % 58 % 4 578 9 353 8 38 3 4 % 33 433 765 36 346 ednesday, August 7, 4 Page 3 of 3
AM Period Location... RICHMOD T @ VICTORIA T Municipality... LODO IT7 Count Date... ednesday, 3 April, 4 Peak Hour... 8: AM 9: AM RICHMOD T 79 5 34 5% 44 3 39 % 39 875 37 838 9 VICTORIA T 35 % 35 69 3 66 34 35 87 8 7 4 5 % 5 5 7 73 % 73 6 8 7 7 34 35 69 796 9 36 8% % 3 83 9 854 3 RICHMOD T ednesday, August 7, 4 Page of 3
MD Period Location... RICHMOD T @ VICTORIA T Municipality... LODO IT7 Count Date... ednesday, 3 April, 4 Peak Hour... :5 PM :5 PM RICHMOD T 55 5 64 % 3 4 989 % 9 39 5 7 VICTORIA T 3 8% 5 7 6 7 % 7 36 85 7 % 7 58 9 % 9 3 5% 4 6 % 6 96 % 4 4 56 7 9 37 % 8 49 9 76 9 3 RICHMOD T ednesday, August 7, 4 Page of 3
PM Period Location... RICHMOD T @ VICTORIA T Municipality... LODO IT7 Count Date... ednesday, 3 April, 4 Peak Hour... 3:3 PM 4:3 PM RICHMOD T 45 4 9 3 % 3 6 37 4 35 % 35 96 5 7 VICTORIA T 48 % 48 93 % 9 4 43 9 3 % 3 98 34 % 34 % 99 % 33 3 7 67 38 5 7 9 3 5 % 7 7 3 75 3 38 ednesday, August 7, 4 Page 3 of 3
AM Period Location... RICHMOD T @ YORK T Municipality... LODO IT338 Count Date... Monday, 4 ovember, 3 Peak Hour... 7:3 AM 8:3 AM RICHMOD T 888 4 34 44 7% 3 4 88 7 6 % 654 8% 5 64 43 YORK T 56 4 7 575 9 556 436 448 547 65 95 93 4 94 % 893 9 % 9 8 4 % 96 643 4 % 4 8 3 7 % 58 79 455 87 4 34 3 5% 7% 83 489 9 76 38 RICHMOD T ednesday, August 7, 4 Page of 3
MD Period Location... RICHMOD T @ YORK T Municipality... LODO IT338 Count Date... Monday, 4 ovember, 3 Peak Hour... :45 PM :45 PM RICHMOD T 69 44 3 6 5% 3 59 8 % 6 3 % 3 37 8% 3 34 YORK T 5 8 6 63 6 64 53 3 545 64 35 7 7% 5 66 685 56 % 8 553 34 35 65 4 665 35 53 5 4 88 8 9% 36 3 3 67 7 6 % 7% 8% 3 4 73 336 4 65 RICHMOD T ednesday, August 7, 4 Page of 3
PM Period Location... RICHMOD T @ YORK T Municipality... LODO IT338 Count Date... Monday, 4 ovember, 3 Peak Hour... 4: PM 5: PM RICHMOD T 976 89 47 69 % 68 4 7% 3 37 % 54 5% 5 479 4 YORK T 59 3 5% 6 3 % 7 5 8 3 % 3 369 93 % 93 888 743 % 73 7 4 76 8 % 8 9 5 % 5 3 595 34 5% 69 9 37 77 3 9% 6% % 3 349 77 458 33 87 ednesday, August 7, 4 Page 3 of 3
AM Period Location... RICHMOD T @ HAVIA BLVD/UYID DR IT89 Municipality. LODO Count Date. Thursday, 3 June, 3 Traffic Cont. Traffic signal Major Dir... orth south Count Time. Peak Hour.. 7: AM 8: AM 9: AM 9: AM RICHMOD T Cyclists: 43 3 56 5 % 5 545 38 57 7% 3 8 58 6% 37 545 Cyclists: 5 HAVIA BLVD/UYID DR 3 4 5% 9 5 % 5 6 75 5 % 5 55 7 % 7 3 % 3 63 7 7 43 33 % 33 5 Cyclists: 77 4 8 9 57 38 36 4 % 7% 553 4 75 4 55 Cyclists: RICHMOD T Friday, August, 4 Page of 4
MD Period Location... RICHMOD T @ HAVIA BLVD/UYID DR IT89 Municipality. LODO Count Date. Thursday, 3 June, 3 Traffic Cont. Traffic signal Major Dir... orth south RICHMOD T Count Time. Peak Hour.. : AM : PM 3: PM : PM Cyclists: 66 8 965 % 95 98 4 % 4 6 75 Cyclists: 6 HAVIA BLVD/UYID DR 3 % 3 7 % 7 7 % 7 33 67 6 % 6 4 % 78 6 84 399 4 % 43 734 5% 3 Cyclists: 7 9 56 9 39 373 6 4 % % 9 65 377 45 5 77 Cyclists: RICHMOD T Friday, August, 4 Page 3 of 4
PM Period Location... RICHMOD T @ HAVIA BLVD/UYID DR IT89 Municipality. LODO Count Date. Thursday, 3 June, 3 Traffic Cont. Traffic signal Major Dir... orth south RICHMOD T Count Time. Peak Hour.. 3: PM 4:5 PM 6: PM 5:5 PM Cyclists: 565 9 6 % 6 879 8 86 6 % 6 664 % 5 649 Cyclists: 5 HAVIA BLVD/UYID DR 3 % 3 53 % 53 7 % 7 3 7 6 % 6 54 3 % 3 58 5 63 53 % 55 87 6 % 6 8 Cyclists: 35 3 58 6 455 5 % % % 66 457 3 36 Cyclists: Friday, August, 4 Page 4 of 4
Full tudy Location... RICHMOD T @ HAVIA BLVD/UYID DR IT89 Municipality. LODO Count Date. Thursday, 3 June, 3 Traffic Cont. Traffic signal Major Dir... orth south RICHMOD T Count Time. Peak Hour.. 7: AM 4:5 PM 6: PM 5:5 PM Cyclists: 565 9 6 % 6 879 8 86 6 % 6 664 % 5 649 Cyclists: 5 HAVIA BLVD/UYID DR 3 % 3 53 % 53 7 % 7 3 7 6 % 6 54 3 % 3 58 5 63 53 % 55 87 6 % 6 8 Cyclists: 35 3 58 6 455 5 % % % 66 457 3 36 Cyclists: RICHMOD T Friday, August, 4 Page of 4
MD Period Location... RICHMOD T @ HAVIA BLVD/UYID DR IT89 Municipality. LODO Count Date. aturday, 3 May, 4 Traffic Cont. Traffic signal Major Dir... orth south Count Time. Peak Hour.. : AM :3 PM 4: PM 3:3 PM RICHMOD T Cyclists: 9 893 5 % 5 87 % 86 6 % 6 9 % 99 Cyclists: HAVIA BLVD/UYID DR 37 % 37 46 % 46 9 % 9 398 94 8 % 8 48 7 % 7 33 % 33 36 % 36 759 3 % 3 9 Cyclists: 5 % 7 54 37 % % % 64 38 394 6 Cyclists: RICHMOD T Friday, August, 4 Page of
Full tudy Location... RICHMOD T @ HAVIA BLVD/UYID DR IT89 Municipality. LODO Count Date. aturday, 3 May, 4 Traffic Cont. Traffic signal Major Dir... orth south RICHMOD T Count Time. Peak Hour.. : AM :3 PM 4: PM 3:3 PM Cyclists: 9 893 5 % 5 87 % 86 6 % 6 9 % 99 Cyclists: HAVIA BLVD/UYID DR 37 % 37 46 % 46 9 % 9 398 94 8 % 8 48 7 % 7 33 % 33 36 % 36 759 3 % 3 9 Cyclists: 5 % 7 54 37 % % % 64 38 394 6 Cyclists: Friday, August, 4 Page of
MD Period Location... RICHMOD T @ HAVIA BLVD/UYID DR IT89 Municipality. LODO Count Date. unday, 4 May, 4 Traffic Cont. Traffic signal Major Dir... orth south RICHMOD T Count Time. Peak Hour.. : AM :3 PM 4: PM 3:3 PM Cyclists: 7 7 77 9 % 9 54 % 5 49 4 % 4 94 % 8 93 Cyclists: 6 HAVIA BLVD/UYID DR 3 % 3 36 % 36 5 % 5 333 65 7 % 7 9 5 % 5 95 % 95 89 % 89 6 7 % 7 9 Cyclists: 35 5 % 356 9 6 8 % % % 9 6 8 7 538 Cyclists: Friday, August, 4 Page of
Full tudy Location... RICHMOD T @ HAVIA BLVD/UYID DR IT89 Municipality. LODO Count Date. unday, 4 May, 4 Traffic Cont. Traffic signal Major Dir... orth south Count Time. Peak Hour.. : AM :3 PM 4: PM 3:3 PM RICHMOD T Cyclists: 7 7 77 9 % 9 54 % 5 49 4 % 4 94 % 8 93 Cyclists: 6 HAVIA BLVD/UYID DR 3 % 3 36 % 36 5 % 5 333 65 7 % 7 9 5 % 5 95 % 95 89 % 89 6 7 % 7 9 Cyclists: 35 5 % 356 9 6 8 % % % 9 6 8 7 538 Cyclists: RICHMOD T Friday, August, 4 Page of
AM Period Location... RICHMOD T @ TR RD Municipality... LODO IT95 Count Date... Monday, 8 March, 3 Peak Hour... 7:45 AM 8:45 AM RICHMOD T 95 36 99 % 8 9 37 37 % 75 5% 36 679 TR RD % 98 % 8 9 3 % 3 4 6 94 8 86 98 % % % 6 3 % 3 7 3 33 6 49 8 % 5% % 6 5 57 67 857 RICHMOD T ednesday, August 7, 4 Page of 3
MD Period Location... RICHMOD T @ TR RD Municipality... LODO IT95 Count Date... Monday, 8 March, 3 Peak Hour... :3 PM :3 PM RICHMOD T 785 79 56 56 746 76 7 % 7 56 46 46 TR RD % 538 58 % 5 998 447 3 434 46 5% % 8% 7 9% 738 759 5 3 33 % % 58 3 7 53 83 RICHMOD T ednesday, August 7, 4 Page of 3
PM Period Location... RICHMOD T @ TR RD Municipality... LODO IT95 Count Date... Monday, 8 March, 3 Peak Hour... 4: PM 5: PM RICHMOD T 493 4 547 9 538 677 7 66 7 % 7 85 % 36 86 TR RD % 56 9 553 % 4 535 964 94 973 % % 3 % 3 7 8 7 7 669 8 687 3 874 5 4 % % % 3 888 5 96 35 593 ednesday, August 7, 4 Page 3 of 3
AM Period Location... RICHMOD T @ IDRMR RD IT99 Municipality. LODO Count Date. Tuesday, 9 March, 3 Traffic Cont. Traffic signal Count Time. 7: AM 9: AM Major Dir... orth south Peak Hour.. 7:45 AM 8:45 AM RICHMOD T Cyclists: 589 6 97 6 5% 9 5 5 % 4 84 5% 4 8 39 5% 37 Cyclists: 8 IDRMR RD 37 3 8% 4 768 9 739 56 3 539 79 46 8 4 4 478 85 73 38 % 4 449 7 466 85 65 7 58 3 Cyclists: 338 9 % 357 6 3 96 7 4 % 68 34 97 589 3 946 Cyclists: RICHMOD T Friday, August, 4 Page 3 of 4
MD Period Location... RICHMOD T @ IDRMR RD IT99 Municipality. LODO Count Date. Tuesday, 9 March, 3 Traffic Cont. Traffic signal Count Time. : AM : PM Major Dir... orth south Peak Hour.. :45 PM :45 PM RICHMOD T Cyclists: 57 698 4 7% 3 38 67 5 59 5 49 89 6 793 Cyclists: IDRMR RD 6 6 433 8 45 58 6 64 39 844 79 % 9 7 4 39 5% 7 66 % 66 38 6 397 789 93 5% 5 88 7 Cyclists: 746 766 9 66 5 9 6 3 7% 8 678 8 94 3 68 Cyclists: Friday, August, 4 Page 4 of 4
PM Period Location... RICHMOD T @ IDRMR RD IT99 Municipality. LODO Count Date. Tuesday, 9 March, 3 Traffic Cont. Traffic signal Count Time. 3: PM 5: PM Major Dir... orth south Peak Hour.. 4: PM 5: PM RICHMOD T Cyclists: 9 3 675 37 9% 7 3 544 9 535 94 % 93 334 % 7 37 Cyclists: 9 IDRMR RD 8 % 8 446 8 48 7 4 % 75 47 3 43 6% 9 34 686 47 % 5 466 6 % 6 83 6 % 836 53 7 7 3 Cyclists: 666 677 7 7 7 8 5% % % 34 7 55 9 9 Cyclists: RICHMOD T Friday, August, 4 Page of 4
Full tudy Location... RICHMOD T @ IDRMR RD IT99 Municipality. LODO Count Date. Tuesday, 9 March, 3 Traffic Cont. Traffic signal Count Time. 7: AM 6: PM Major Dir... orth south Peak Hour.. 4:3 PM 5:3 PM RICHMOD T Cyclists: 97 6 66 3 5% 8 4 5 8 54 6 % 5 437 % 46 Cyclists: IDRMR RD 94 % 94 475 8 457 66 3 % 69 433 4 53 8% 4 667 444 7 437 7 % 7 864 8 % 87 35 7 3 67 4 Cyclists: 65 66 67 8 3 7 9 % % 74 9 3 686 5 348 Cyclists: RICHMOD T Friday, August, 4 Page of 4
AM Period Location... CAPULT LA @ OXFORD T Municipality... LODO IT36 Count Date... Monday, 6 ovember, 9 Peak Hour... 7:45 AM 8:45 AM CAPULT LA 449 8 3 9% % 93 7 86 3 7 4 4 OXFORD T 4 4 9% 45 696 7% 49 647 64 47 7% 67 79 36 8 % 8 6 48 38 38 3 % 3 574 45 69 348 % 9 4 5 3 8 % 5% % 4 8 4 39 CAPULT LA ednesday, August 7, 4 Page of 3
MD Period Location... CAPULT LA @ OXFORD T Municipality... LODO IT36 Count Date... Monday, 6 ovember, 9 Peak Hour... :3 PM :3 PM CAPULT LA 36 43 48 46 6 7% 5 89 4 85 8 4 4 OXFORD T 77 % 78 88 5% 44 838 785 4 5% 86 95 879 37 3 34 997 846 37 89 % 9 4 953 868 4 % 4 3 3 3 7 3 8 % % 8 3 8 9 5 6 CAPULT LA ednesday, August 7, 4 Page of 3
PM Period Location... CAPULT LA @ OXFORD T Municipality... LODO IT36 Count Date... Monday, 6 ovember, 9 Peak Hour... 4:45 PM 5:45 PM CAPULT LA 57 6 6 % 6 % 44 3 4 366 % 364 3 OXFORD T % 4 397 % 3 384 39 3 % 33 56 397 5 % 5 834 4 8 4 % 4 969 7 996 556 5 % 5 3 % 3 4 8 % % % 4 8 3 5 53 ednesday, August 7, 4 Page 3 of 3
AM Period Location... CHRRYHILL BLVD @ OXFORD T Municipality... LODO IT748 Count Date... ednesday, May, 3 Peak Hour... 8: AM 9: AM CHRRYHILL BLVD 44 77 8 % 97 7 % 7 6 6 7 9 8 54 OXFORD T 47 48 99 6% 57 86 754 45 6% 799 884 774 76 5% 8 68 855 66 7 599 35 5% 37 68 8 78 59 53 6% 3 5 4 9 5 5% 97 3 8% % % 3 35 44 3 CHRRYHILL BLVD ednesday, August 7, 4 Page of 3
MD Period Location... CHRRYHILL BLVD @ OXFORD T Municipality... LODO IT748 Count Date... ednesday, May, 3 Peak Hour... : PM : PM CHRRYHILL BLVD 7 34 395 4 5% 3 % 7 3 67 35 3 3 53 OXFORD T 57 5 8% 6 396 4 356 39 9 68 34 784 48 8 4 388 33 38 95 4 % 4 7 4 3 546 7 % 7 4 % 4 5 9 % % % 4 5 9 8 49 3 CHRRYHILL BLVD ednesday, August 7, 4 Page of 3
PM Period Location... CHRRYHILL BLVD @ OXFORD T Municipality... LODO IT748 Count Date... ednesday, May, 3 Peak Hour... 3:45 PM 4:45 PM CHRRYHILL BLVD 756 3 467 99 88 % 66 % 66 89 79 93 OXFORD T 47 3 6% 5 99 4 869 59 % 55 69 364 3 7 3 355 8 83 7 8 75 9 34 93 4 7% 3 3 8% 4 5 9 6 7 % 59 9 7 95 58 9 ednesday, August 7, 4 Page 3 of 3
AM Period Location... CLARK RD @ OXFORD T Municipality... LODO IT9 Count Date... Thursday, 7 October, 3 Peak Hour... 7:3 AM 8:3 AM CLARK RD 76 39 3 % 5 7 58 6% 34 494 479 8% 36 443 577 6% 9 485 5 OXFORD T 48 58 83 9% 76 755 433 44 9% 477 666 443 66 9 57 6 44 8 386 7 4 3 893 56 6% 949 65 4 3 39 5 66 4 6% 7 5 38 64 7 35 8% % 353 66 64 6 34 CLARK RD Friday, August 9, 4 Page of 3
MD Period Location... CLARK RD @ OXFORD T Municipality... LODO IT9 Count Date... Thursday, 7 October, 3 Peak Hour... : PM : PM CLARK RD 94 659 53 4 48 9% 36 38 88 5 63 635 % 6 574 5 OXFORD T 3 4 5% 56 649 5% 3 68 35 5 367 634 48 8 9% 5 66 779 48 8 4 % 677 5 7% 77 36 8 6 74 6 766 43 5% 89 4 376 4 5 7 6% 6% 9 398 748 4 557 CLARK RD Friday, August 9, 4 Page of 3
PM Period Location... CLARK RD @ OXFORD T Municipality... LODO IT9 Count Date... Thursday, 7 October, 3 Peak Hour... 4: PM 5: PM CLARK RD 6 6 9 58 56 78 8 753 7 % 8 4 5 47 4 3 OXFORD T 378 8 5% 396 749 7 73 499 5 46 364 75 3 7 65 355 6% 3 33 3 9 6% 39 633 57 8% 69 736 85 5 8 6 63 4 5 77 654 59 3 6 6 9% 8 68 65 95 3 3 Friday, August 9, 4 Page 3 of 3
AM Period Location... FIRT T @ OXFORD T Municipality... LODO IT8 Count Date... Tuesday, 6 April, 3 Peak Hour... 7:3 AM 8:3 AM FIRT T 7 6 56 5 % 5 34 8% 6 8 % 69 OXFORD T % 86 9% 76 786 6 47 7% 668 7 78 % 9 8 4 88 34 8 9% 4 855 3 878 588 98 96 8 35 7% 45 9 9 3 3 % % 44 89 FIRT T Friday, August 9, 4 Page of 3
MD Period Location... FIRT T @ OXFORD T Municipality... LODO IT8 Count Date... Tuesday, 6 April, 3 Peak Hour... :45 PM :45 PM FIRT T 66 7 66 39 8% 7 3 5 % 5 5% 3 9 % 8 OXFORD T % 748 5% 38 7 558 3 58 6 63 % 865 746 33 73 9 5% 774 47 6% 8 4 9 4 5 88 49 5 54 5 8 6% % 7% 8 63 9 7 345 FIRT T Friday, August 9, 4 Page of 3
PM Period Location... FIRT T @ OXFORD T Municipality... LODO IT8 Count Date... Tuesday, 6 April, 3 Peak Hour... 4:3 PM 5:3 PM FIRT T 4 8 4 94 5% 4 8 5 % 5 7% 6 6 % 55 OXFORD T % 33 44 79 7 47 85 97 % 874 773 4 749 3 6 6% 38 84 33 873 958 4 97 8 54 6% 64 79 75 3 3 % 8 78 6 7 44 Friday, August 9, 4 Page 3 of 3
AM Period Location... GUILDOOD BLVD @ OXFORD T Municipality... LODO IT333 Count Date... Monday, 8 April, 4 Peak Hour... 8: AM 9: AM GUILDOOD BLVD 64 5 33 % 33 3 9 5 % 48 59 58 OXFORD T 6 7 649 4 65 55 3 573 65 76 % 7 8 43 49 5 77 3 37 958 % 9 88 5 5% 93 4 86 % % 43 86 4 33 GUILDOOD BLVD ednesday, August 7, 4 Page of 3
MD Period Location... GUILDOOD BLVD @ OXFORD T Municipality... LODO IT333 Count Date... Monday, 8 April, 4 Peak Hour... :3 PM :3 PM GUILDOOD BLVD 35 3 66 3 8% 7 % 7 46 % 46 69 % 69 OXFORD T 5 % 5 83 3 8 766 8 794 877 686 % 856 8 3 799 3 % 3 88 4 94 78 4 % 4 4 6 % 6 7 34 % 3 7 35 65 6 GUILDOOD BLVD ednesday, August 7, 4 Page of 3
PM Period Location... GUILDOOD BLVD @ OXFORD T Municipality... LODO IT333 Count Date... Monday, 8 April, 4 Peak Hour... 4:3 PM 5:3 PM GUILDOOD BLVD 86 3 6 9 % 9 4 % 4 73 % 7 8 % 79 4 OXFORD T % 8 % 9 9 3 9 % 4 3 97 4 % 4 853 87 % 795 4 % 4 93 3 % 936 39 % 6 66 % 66 49 33 55 % % 49 34 55 38 7 4 ednesday, August 7, 4 Page 3 of 3
AM Period Location... HYD PARK RD @ OXFORD T Municipality... LODO IT364 Count Date... ednesday, 3 April, 3 Peak Hour... 7:3 AM 8:3 AM HYD PARK RD 57 7 793 4 7% 6 8 33 8 34 37 7 778 34 744 OXFORD T 4 9% 5 776 6% 44 73 465 3 5% 488 744 86 94 5% 4 8 84 77 8 75 7 4 3 5 9 34 878 5% 9 5 47 3 483 59 35 6 5 9 8% % 64 359 7 55 47 33 HYD PARK RD ednesday, August 7, 4 Page of 3
MD Period Location... HYD PARK RD @ OXFORD T Municipality... LODO IT364 Count Date... ednesday, 3 April, 3 Peak Hour... : PM : PM HYD PARK RD 495 855 5 7% 4 37 % 4 366 7 6 64 64 5% 3 69 3 OXFORD T 63 7% 75 93 35 896 66 5 63 97 565 8 5% 98 634 389 5 374 6 4 64 7 3 745 75 37 36 3 56 9 57 79 48 84 6 9 7% 85 57 86 48 4 999 HYD PARK RD ednesday, August 7, 4 Page of 3
PM Period Location... HYD PARK RD @ OXFORD T Municipality... LODO IT364 Count Date... ednesday, 3 April, 3 Peak Hour... 4: PM 5: PM HYD PARK RD 55 37 4 73 5 68 593 % 7 586 358 6 35 83 % 8 8 OXFORD T 57 % 57 9 % 5 77 89 % 89 4 65 77 7 7 873 55 5 535 47 % 48 955 3 978 46 7% 3 43 39 876 % 887 393 68 4 % % 397 7 567 4 454 ednesday, August 7, 4 Page 3 of 3
AM Period Location... OXFORD T @ PLATT' LA Municipality... LODO IT66 Count Date... Thursday, 3 June, 3 Peak Hour... 7:45 AM 8:45 AM PLATT' LA 68 8 356 84 5% 4 8 6 6% 5 3 9 7 6 OXFORD T 6 63 865 6% 5 85 64 4 6% 683 769 386 8 8 5 37 6 8 % 47 9 456 5 3 3 3 3 34 94 36 4 7 6% % 98 7 36 6 575 PLATT' LA ednesday, August 7, 4 Page of 3
MD Period Location... OXFORD T @ PLATT' LA Municipality... LODO IT66 Count Date... Thursday, 3 June, 3 Peak Hour... : PM 3: PM PLATT' LA 55 34 9 3 % 3 84 8% 7 77 76 74 59 7% 7 4 OXFORD T 79 4 5% 83 393 5 368 8 5 57 49 76 5% 4 7 98 94 35 97 3 % 3 37 47 34 8 78 6 78 9 5% 87 9 9 8 3 9 9% % 8 4 47 PLATT' LA ednesday, August 7, 4 Page of 3
PM Period Location... OXFORD T @ PLATT' LA Municipality... LODO IT66 Count Date... Thursday, 3 June, 3 Peak Hour... 4:5 PM 5:5 PM PLATT' LA 778 39 46 7 % 5 7 5% 8 6 73 3 7 38 37 OXFORD T 73 75 884 % 7 867 444 3 % 457 557 95 84 % 84 68 85 3 89 5 % 5 93 6 949 56 3 % 3 5 39 8 37 8 5 4 9 % 6% % 59 4 393 7 7 ednesday, August 7, 4 Page 3 of 3
AM Period Location... OXFORD T @ PROUDFOOT LA Municipality... LODO IT97 Count Date... Thursday, 4 April, 3 Peak Hour... 8: AM 9: AM PROUDFOOT LA 5 6 734 43 9% 4 39 3 97 58 5 566 46 5% 394 4 OXFORD T 33 8 4 97 7% 65 97 754 56 7% 8 59 84 3 6% 9 83 78 46 68 5 3 38% 8 34 64 368 347 73 5% 4 69 7 % 9 4 3 56 5 3 8% 5% 9 44 59 3 53 PROUDFOOT LA ednesday, August 7, 4 Page of 3
MD Period Location... OXFORD T @ PROUDFOOT LA Municipality... LODO IT97 Count Date... Thursday, 4 April, 3 Peak Hour... : PM : PM PROUDFOOT LA 79 6 53 6 5% 3 58 5 8% 8 97 365 % 4 36 648 7 63 38 OXFORD T 357 8 365 986 34 95 83 3 833 8 9 8 6 43 958 3 97 8 % 37 37 354 57 67 % 66 9 8 6% 9 9 58 9 7 % 6% 9 65 3 88 9 48 PROUDFOOT LA ednesday, August 7, 4 Page of 3
PM Period Location... OXFORD T @ PROUDFOOT LA Municipality... LODO IT97 Count Date... Thursday, 4 April, 3 Peak Hour... 4: PM 5: PM PROUDFOOT LA 46 6 46 55 54 89 4 85 37 9 38 % 9 99 69 OXFORD T 573 5 % 578 55 % 3 59 33 7 % 34 97 675 8 % 7 3 94 8 886 5 53 9 49 3 3 8 43 45 8 53 5 3 6 5 3 % 7% 57 35 8 5 34 753 ednesday, August 7, 4 Page 3 of 3
AM Period Location... OXFORD T @ RICHMOD T Municipality... LODO IT63 Count Date... Monday, June, 3 Peak Hour... 8: AM 9: AM RICHMOD T 39 4 99 3 7% 7 96 846 7 89 5 5% 8 4 4 36 4 69 OXFORD T 97 5% 7 45 77 84 34 874 66 436 9 4 87 34 94 9 93 76 9 5% 85 9 48 57 43 8 4 77 65 7 4 4 6 54 4 7% 45 64 65 85 7 64 RICHMOD T ednesday, August 7, 4 Page of 3
MD Period Location... OXFORD T @ RICHMOD T Municipality... LODO IT63 Count Date... Monday, June, 3 Peak Hour... : PM : PM RICHMOD T 6 765 35 % 33 485 5% 4 46 45 5% 7 38 856 3 84 6 OXFORD T 43 6 49 9 98 86 5 83 34 9 9 4 86 7 847 3 85 44 6% 54 4 48 7 6 35 5 3 4 735 39 5% 774 49 495 7 4 9 % 53 57 8 75 86 54 RICHMOD T ednesday, August 7, 4 Page of 3
PM Period Location... OXFORD T @ RICHMOD T Municipality... LODO IT63 Count Date... Monday, June, 3 Peak Hour... 3:45 PM 4:45 PM RICHMOD T 5 7 893 8 % 7 575 8 557 9 6 84 9 79 OXFORD T 4 5 46 3 % 4 8 95 % 96 3 3 84 % 84 79 8 % 798 64 5 7% 69 73 4 97 8 85 % 84 76 75 4 79 86 767 9 5 6 % 6% 88 78 97 67 89 796 ednesday, August 7, 4 Page 3 of 3
AM Period Location... OXFORD T @ COD T Municipality... LODO IT35 Count Date... ednesday, 7 February, 3 Peak Hour... 7:45 AM 8:45 AM COD T 65 6 45 6 3 3 6 % 6 7 4 3 46 5 4 6 OXFORD T 63 65 689 8% 57 63 437 48 % 485 64 45 49 48 763 649 5% 3 68 35 39 5 74 84 38 85 476 65 6% 4 6 8 57 44 5% 3 7 3 83 6 3 8% 78 3 86 96 7 597 COD T Friday, August 9, 4 Page of 3
MD Period Location... OXFORD T @ COD T Municipality... LODO IT35 Count Date... ednesday, 7 February, 3 Peak Hour... :3 PM :3 PM COD T 44 6 33 57 5% 3 54 97 7% 7 9 79 6% 3 66 9 9% 8 9 53 OXFORD T 43 55 57 66 46 359 6 49 53 8 59 5% 3 56 655 56 9% 45 48 3 8 39 595 6 9% 655 68 7 7% 5 65 3 86 % 6 48 9 48 3 3 6% 5 95 5 96 4 COD T Friday, August 9, 4 Page of 3
PM Period Location... OXFORD T @ COD T Municipality... LODO IT35 Count Date... ednesday, 7 February, 3 Peak Hour... 4:5 PM 5:5 PM COD T 66 36 3 67 % 67 76 3 73 68 7% 5 63 349 337 96 OXFORD T 6 6% 6 96 3 99 78 3 8 79 88 % 87 758 589 569 98 7 7% 5 69 7 78 74 8 % 8 38 35 36 8 5 59 5 83 55 6 99 66 Friday, August 9, 4 Page 3 of 3
AM Period Location... OXFORD T @ TALBOT T Municipality... LODO IT36 Count Date... ednesday, June, 3 Peak Hour... 8: AM 9: AM TALBOT T 475 9 356 94 3 9 58 % 58 4 5% 3 9 7 4 OXFORD T 5 7% 6 69 46 3 873 4 5% 95 958 3 % 84 379 6 353 37 % 37 436 7 463 4 463 % 463 8 758 % 758 59 8 % % % 6 3 8 353 TALBOT T ednesday, August 7, 4 Page of 3
MD Period Location... OXFORD T @ TALBOT T Municipality... LODO IT36 Count Date... ednesday, June, 3 Peak Hour... :5 PM :5 PM TALBOT T 75 5 8 94 % 94 79 % 79 7 % 7 95 93 OXFORD T % 386 4 344 7 4 98 74 % 355 57 39 8 77 % 77 8 4 58 456 96 % 96 6 35 % 35 79 8 93 % % 8 83 94 358 44 7 TALBOT T ednesday, August 7, 4 Page of 3
PM Period Location... OXFORD T @ TALBOT T Municipality... LODO IT36 Count Date... ednesday, June, 3 Peak Hour... 4: PM 5: PM TALBOT T 6 43 36 87 % 86 68 % 67 5 % 5 5 % 5 6 OXFORD T % 697 % 677 7 8 9 77 963 % 66 78 6 5 66 % 66 58 7 85 46 87 % 86 3 49 % 4 39 3 % % % 3 3 65 33 73 ednesday, August 7, 4 Page 3 of 3
AM Period Location... OXFORD T @ THIRD T Municipality... LODO IT9 Count Date... Thursday, 8 February, 3 Peak Hour... 7:3 AM 8:3 AM THIRD T 5 5 7 3 4 8 34 4 3 6 % 6 55 4 7% 9 5 3 OXFORD T 9 3 9% 3 678 9% 6 66 53 5 9% 583 64 445 53 8% 4 49 767 67 6 654 5 7% 7 757 7 784 46 44 6% 7 37 9 3 5 56 37 48 7 5 % 5% 9% 63 39 53 55 5 6 THIRD T Friday, August 9, 4 Page of 3
MD Period Location... OXFORD T @ THIRD T Municipality... LODO IT9 Count Date... Thursday, 8 February, 3 Peak Hour... : PM : PM THIRD T 9 5 6 44 43 % 43 7 % 3 4 89 6% 5 84 9 OXFORD T 7 4 3 659 6% 4 69 5 8 5% 58 586 78 3 % 3 69 56 6% 3 495 5 7% 7 549 35 6% 584 7 7 3 67 3 35 5 4 75 34 3 6 7% 8 35 3 47 3 87 THIRD T Friday, August 9, 4 Page of 3
PM Period Location... OXFORD T @ THIRD T Municipality... LODO IT9 Count Date... Thursday, 8 February, 3 Peak Hour... 4:5 PM 5:5 PM THIRD T 4 6 3 44 % 5 39 49 % 49 3 7% 8 7 6% 7 OXFORD T 3 8% 5 95 8 897 776 796 875 77 43 5 38 78 66 5% 34 66 5 54 684 36 5% 7 595 79 8% 6 73 74 8 8 8 49 3 3 % % 85 49 3 64 346 Friday, August 9, 4 Page 3 of 3
AM Period Location... OXFORD T @ HARCLIFF RD Municipality... LODO IT533 Count Date... ednesday, May, 3 Peak Hour... 7:45 AM 8:45 AM HARCLIFF RD 56 7 86 % 63 6 7 4 3 7 7 673 8 OXFORD T 49 5 54 839 5% 39 8 66 33 5% 695 99 34 3 9% 3 9 485 348 % 38 35 6 4 83 3 843 833 5 5% 5 4 857 878 7 493 7 6 9 6 5% 33 5 78 93 9 8 HARCLIFF RD ednesday, August 7, 4 Page of 3
MD Period Location... OXFORD T @ HARCLIFF RD Municipality... LODO IT533 Count Date... ednesday, May, 3 Peak Hour... : PM 3: PM HARCLIFF RD 435 7 79 5 5 479 458 59 5% 4 45 644 5% 33 6 35 OXFORD T 67 7 74 35 6 89 9 8 47 4 389 47 % 47 74 888 5 863 84 7 9 34 5 354 766 39 3 36 48 778 3 89 9 396 96 7 6 6% 5% 6 4 7 845 46 654 HARCLIFF RD ednesday, August 7, 4 Page of 3
PM Period Location... OXFORD T @ HARCLIFF RD Municipality... LODO IT533 Count Date... ednesday, May, 3 Peak Hour... 4:5 PM 5:5 PM HARCLIFF RD 849 6 97 57 55 637 5 6 33 4 9 9 % 3 99 47 OXFORD T 9 49 % 5 477 36 % 48 464 568 5 5 76 899 6 883 9 5 95 3 4 35 789 5 3 47 935 957 86 739 89 4 % % 87 749 93 9 3 86 ednesday, August 7, 4 Page 3 of 3
AM Period Location... OXFORD T @ ODRLAD RD Municipality... LODO IT339 Count Date... Thursday, 9 April, Peak Hour... 8: AM 9: AM ODRLAD RD 64 5 43 5 49 83 5% 39 793 6 9 5 7% 7 949 4 OXFORD T 66 7 83 567 6% 3 535 38 3 7% 35 597 933 4 9 5 366 84 8 84 55 8 5% 63 37 37 74 87 3 5 35 6 53 5 35 58 678 6 8 46 5% 6% 6% 66 74 7 6 6 366 ODRLAD RD ednesday, August 7, 4 Page of 3
MD Period Location... OXFORD T @ ODRLAD RD Municipality... LODO IT339 Count Date... Thursday, 9 April, Peak Hour... :45 AM :45 PM ODRLAD RD 3 7 987 8 3 5 653 4 69 6 6 36 5% 5 986 54 OXFORD T 93 5 8 878 3 847 559 8 577 879 846 93 6 87 968 563 3 54 87 7 94 987 4 7 96 7 5 5 38 59 83 76 7 9 5% 5% 93 735 38 66 3 5 ODRLAD RD ednesday, August 7, 4 Page of 3
PM Period Location... OXFORD T @ ODRLAD RD Municipality... LODO IT339 Count Date... Thursday, 9 April, Peak Hour... 4:3 PM 5:3 PM ODRLAD RD 559 36 7 4 3 39 896 7 879 34 % 3 3 87 6 6 7 OXFORD T 96 8 8% 4 73 9 54 68 9 % 689 38 34 9 % 89 96 567 9 548 4 3 % 45 99 8 937 975 3 5 98 46 39 5 344 35 976 3 7 6 6 4 99 36 37 4 74 ednesday, August 7, 4 Page 3 of 3
Dundas t @ Ashland Ave Morning Peak Diagram pecified Period From: 7:: To: 9:: One Hour Peak From: 7:3: To: 8:3: Municipality: ite #: Intersection: TFR File #: Count date: London 7 Dundas t & Ashland Ave 7 5-ov-6 eather conditions: Clear/Dry Person(s) who counted: Cam ** on-ignalized Intersection ** Major Road: Dundas t runs / orth Leg : 6 Heavys Heavys ast Leg : 68 orth ntering: 4 ast ntering: 854 orth : 4 8 3 4 63 ast : Cross: s 8 4 s 64 Cross: Heavys s 6 837 875 Dundas t Heavys s 54 54 5 78 745 5 6 6 777 Ashland Ave Ashland Ave Heavys s 9 794 6 83 85 7 Dundas t Heavys s 735 4 5 774 Cross: 7 5 4 9 Cross: est : outh : 4 est ntering: 85 Heavys Heavys outh ntering: 3 est Leg : 69 s 8 s 5 5 outh Leg : 58 Comments
Dundas t @ Ashland Ave Afternoon Peak Diagram pecified Period From: 6:: To: 8:: One Hour Peak From: 6:: To: 7:: Municipality: ite #: Intersection: TFR File #: Count date: London 7 Dundas t & Ashland Ave 7 5-ov-6 eather conditions: Clear/Dry Person(s) who counted: Cam ** on-ignalized Intersection ** Major Road: Dundas t runs / orth Leg : 3 Heavys Heavys ast Leg : 693 orth ntering: 9 ast ntering: 777 orth : 8 65 8 8 9 39 ast : 5 Cross: s 65 8 8 s 39 Cross: Heavys s 6 79 8 Dundas t Heavys s 8 8 3 84 863 7 7 3 885 Ashland Ave Ashland Ave Heavys s 74 6 74 3 4 748 7 Dundas t Heavys s 89 3 96 Cross: 48 3 33 46 Cross: est : outh : 9 est ntering: 98 Heavys Heavys outh ntering: 48 est Leg : 78 s 49 s 3 35 outh Leg : 97 Comments
Count Diagram Dundas t @ Ashland Ave Municipality: ite #: Intersection: TFR File #: Count date: London 7 Dundas t & Ashland Ave 7 5-ov-6 eather conditions: Clear/Dry Person(s) who counted: Cam ** on-ignalized Intersection ** Major Road: Dundas t runs / orth Leg : 366 Heavys Heavys ast Leg : 64 orth ntering: 85 ast ntering: 344 orth : 9 9 53 84 8 ast : 3 Cross: s 9 54 s 8 Cross: Heavys s 79 36 986 3 Dundas t Heavys s 3 3 57 5 8 99 69 7 58 5 34 Ashland Ave Ashland Ave Heavys s 67 68 83 36 79 98 46 48 96 37 8 Dundas t Heavys s 956 53 6 37 Cross: 4 5 8 3 Cross: est : 5 outh : 39 est ntering: 3 Heavys Heavys 4 4 outh ntering: 38 est Leg : 63 s 7 s 5 87 outh Leg : 65 Comments
Dundas t @ Dorinda t Morning Peak Diagram pecified Period From: 7:: To: 9:: One Hour Peak From: 7:3: To: 8:3: Municipality: ite #: Intersection: TFR File #: Count date: London 5 Dundas t & Dorinda t 5 5-ov-6 eather conditions: Clear/Dry Person(s) who counted: Cam ** on-ignalized Intersection ** Major Road: Dundas t runs / orth Leg : 44 Heavys Heavys ast Leg : 6 orth ntering: ast ntering: 796 orth : 9 ast : Cross: s s 3 Cross: Heavys s 5 8 765 798 Dorinda t Heavys s 8 9 754 8 5 787 Dundas t 76 8 6 Heavys s 4 4 Dundas t 7 778 85 Heavys s 7 79 788 7 85 Cross: est : est ntering: est Leg : 89 67 Comments
Dundas t @ Dorinda t Afternoon Peak Diagram pecified Period From: 6:: To: 8:: One Hour Peak From: 6:3: To: 7:3: Municipality: ite #: Intersection: TFR File #: Count date: London 5 Dundas t & Dorinda t 5 5-ov-6 eather conditions: Clear/Dry Person(s) who counted: Cam ** on-ignalized Intersection ** Major Road: Dundas t runs / orth Leg : 9 Heavys Heavys ast Leg : 643 orth ntering: 4 ast ntering: 84 orth : 8 8 39 5 ast : 4 Cross: s 8 s 5 Cross: Heavys s 6 795 83 Dorinda t Heavys s 9 9 767 6 785 Dundas t 786 6 Heavys s 3 3 Dundas t 6 8 87 Heavys s 6 84 8 7 839 Cross: est : est ntering: est Leg : 859 67 Comments
Count Diagram Dundas t @ Dorinda t Municipality: ite #: Intersection: TFR File #: Count date: London 5 Dundas t & Dorinda t 5 5-ov-6 eather conditions: Clear/Dry Person(s) who counted: Cam ** on-ignalized Intersection ** Major Road: Dundas t runs / orth Leg : 54 Heavys Heavys 4 ast Leg : 597 orth ntering: ast ntering: 948 orth : 5 86 34 8 ast : Cross: s 86 35 s 33 Cross: Heavys s 79 6 88 987 Dorinda t Heavys s 45 47 796 6 79 9 Dundas t 84 7 8 Heavys s 3 83 86 Dundas t 6 6 858 944 Heavys s 63 6 94 89 7 6 979 Cross: est : est ntering: est Leg : 33 67 Comments
Dundas t @ McCormick Blvd Morning Peak Diagram pecified Period From: 7:: To: 9:: One Hour Peak From: 7:3: To: 8:3: Municipality: ite #: Intersection: TFR File #: Count date: London 6 Dundas t & McCormick Blvd 6 5-ov-6 eather conditions: Clear/Dry Person(s) who counted: Cam ** on-ignalized Intersection ** Major Road: Dundas t runs / orth Leg : 6 Heavys Heavys ast Leg : 686 orth ntering: 9 ast ntering: 866 orth : 5 4 9 5 ast : Cross: s 5 4 s 7 Cross: Heavys s 3 7 84 86 McCormick Blvd Heavys s 8 9 89 7 3 857 Dundas t 87 8 3 Heavys s 7 8 Dundas t 6 9 78 86 Heavys s 6 788 785 9 6 8 Cross: est : est ntering: est Leg : 84 686 Comments
Dundas t @ McCormick Blvd Afternoon Peak Diagram pecified Period From: 6:: To: 8:: One Hour Peak From: 6:: To: 7:: Municipality: ite #: Intersection: TFR File #: Count date: London 6 Dundas t & McCormick Blvd 6 5-ov-6 eather conditions: Clear/Dry Person(s) who counted: Cam ** on-ignalized Intersection ** Major Road: Dundas t runs / orth Leg : 6 Heavys Heavys ast Leg : 7 orth ntering: 33 ast ntering: 8 orth : 6 3 9 3 8 ast : Cross: s 3 s 8 Cross: Heavys s 3 6 786 85 McCormick Blvd Heavys s 8 8 773 6 3 8 Dundas t 79 6 3 Heavys s Dundas t 3 8 85 87 Heavys s 3 8 86 87 8 4 89 Cross: est : est ntering: est Leg : 3 88 697 Comments
Count Diagram Dundas t @ McCormick Blvd Municipality: ite #: Intersection: TFR File #: Count date: London 6 Dundas t & McCormick Blvd 6 5-ov-6 eather conditions: Clear/Dry Person(s) who counted: Cam ** on-ignalized Intersection ** Major Road: Dundas t runs / orth Leg : 44 Heavys Heavys ast Leg : 68 orth ntering: 69 ast ntering: 383 orth : 5 7 39 66 73 ast : 3 Cross: s 7 4 s 75 Cross: Heavys s 87 3 945 36 McCormick Blvd Heavys s 47 48 98 3 87 335 Dundas t 965 3 87 Heavys s 6 7 Dundas t 69 3 956 356 Heavys s 69 3 98 995 33 7 398 Cross: est : est ntering: est Leg : 3 383 645 Comments
King/Adelaide Ramps to and from York Morning Peak Diagram pecified Period From: 7:: To: 9:: One Hour Peak From: 7:45: To: 8:45: Municipality: ite #: Intersection: TFR File #: Count date: London 8 King/Adelaide Ramps & 8 5-ov-6 eather conditions: Clear/Dry Person(s) who counted: Cam ** on-ignalized Intersection ** Major Road: King/Adelaide Ramps runs / orth Leg : 46 Heavys Heavys ast Leg : 87 orth ntering: 46 ast ntering: 93 orth : 46 46 ast : Cross: s 46 s Cross: From King t Heavys s 93 93 93 To/From Adelaide Heavys s To/From York t 87 7 94 39 87 87 Cross: outh : 5 Heavys Heavys 7 7 outh ntering: 94 s 39 s 94 outh Leg : 33 Comments
King/Adelaide Ramps to and from York Afternoon Peak Diagram pecified Period From: 6:: To: 8:: One Hour Peak From: 6:5: To: 7:5: Municipality: ite #: Intersection: TFR File #: Count date: London 8 King/Adelaide Ramps & 8 5-ov-6 eather conditions: Clear/Dry Person(s) who counted: Cam ** on-ignalized Intersection ** Major Road: King/Adelaide Ramps runs / orth Leg : 47 Heavys Heavys ast Leg : orth ntering: 47 ast ntering: 78 orth : 47 47 ast : Cross: s 47 s Cross: From King t Heavys s 78 78 78 To/From Adelaide Heavys s To/From York t 3 33 5 3 3 Cross: outh : Heavys Heavys outh ntering: 33 s 5 s 33 outh Leg : 58 Comments
King/Adelaide Ramps to and from York Count Diagram Municipality: ite #: Intersection: TFR File #: Count date: London 8 King/Adelaide Ramps & 8 5-ov-6 eather conditions: Clear/Dry Person(s) who counted: Cam ** on-ignalized Intersection ** Major Road: King/Adelaide Ramps runs / orth Leg : 6 Heavys Heavys ast Leg : 693 orth ntering: 6 ast ntering: 3 orth : 4 6 6 ast : Cross: s 6 s Cross: From King t Heavys s 39 3 39 To/From Adelaide Heavys s To/From York t 358 4 37 48 358 358 Cross: 4 4 outh : 8 Heavys Heavys outh ntering: 37 s 483 s 37 outh Leg : 855 Comments
Oxford t @ Beaverbrook Ave Morning Peak Diagram pecified Period From: 7:: To: 9:: One Hour Peak From: 8:: To: 9:: Municipality: ite #: Intersection: TFR File #: Count date: London Oxford t & Beaverbrook Ave 5-ov-6 eather conditions: Clear/Dry Person(s) who counted: Cam ** on-ignalized Intersection ** Major Road: Oxford t runs / ast Leg : ast ntering: ast : Cross: 34 967 Heavys s Heavys s 46 5 833 894 833 5 46 894 7 3 73 Oxford t 93 5 49 Heavys s Oxford t 3 9 85 855 6 6 Heavys s 4 9 83 Beaverbrook Ave 34 9 3 74 Cross: 86 9 9 Cross: est : outh : 5 est ntering: 88 Heavys 3 Heavys outh ntering: 9 est Leg : 775 s 99 s 9 outh Leg : 38 Comments
Oxford t @ Beaverbrook Ave Afternoon Peak Diagram pecified Period From: 6:: To: 8:: One Hour Peak From: 6:5: To: 7:5: Municipality: ite #: Intersection: TFR File #: Count date: London Oxford t & Beaverbrook Ave 5-ov-6 eather conditions: Clear/Dry Person(s) who counted: Cam ** on-ignalized Intersection ** Major Road: Oxford t runs / ast Leg : ast ntering: ast : Cross: 3365 Heavys s Heavys s 5 8 8 833 88 8 5 83 6 7 69 Oxford t 97 8 Heavys s Oxford t 4 9 6 4 8 Heavys s 5 4 99 Beaverbrook Ave 33 4 365 Cross: 7 39 4 Cross: est : outh : 4 est ntering: 38 Heavys Heavys outh ntering: 4 est Leg : 37 s 8 s 39 outh Leg : 3 Comments
Count Diagram Oxford t @ Beaverbrook Ave Municipality: ite #: Intersection: TFR File #: Count date: London Oxford t & Beaverbrook Ave 5-ov-6 eather conditions: Clear/Dry Person(s) who counted: Cam ** on-ignalized Intersection ** Major Road: Oxford t runs / ast Leg : ast ntering: ast : Cross: 83 544 Heavys s Heavys s 36 486 59 4848 35 4995 49 7 447 Oxford t 567 36 39 Heavys s Oxford t 9 35 563 5757 6 48 75 Heavys s 8 36 5678 Beaverbrook Ave 663 35 9 639 Cross: 467 3 633 646 Cross: est : outh : 44 est ntering: 583 Heavys 53 Heavys outh ntering: 647 est Leg : 84 s 5 s 4 633 outh Leg : 69 Comments
ellington Rd @ Bond t Morning Peak Diagram pecified Period From: 7:: To: 9:: One Hour Peak From: 7:45: To: 8:45: Municipality: ite #: Intersection: TFR File #: Count date: London 3 ellington Rd & Bond t 3 5-ov-6 eather conditions: Clear/Dry Person(s) who counted: Cam ** on-ignalized Intersection ** Major Road: ellington Rd runs / orth Leg : 87 Heavys 7 7 Heavys 7 ast Leg : 33 orth ntering: 953 ast ntering: 7 orth : 9 4 96 96 ast : 9 Cross: s 948 4 s 334 Cross: Heavys s 3 3 Bond t Heavys s ellington Rd ellington Rd Heavys s 4 6 3 4 Bond t Heavys s 6 6 Cross: 93 73 77 Cross: est : 3 outh : est ntering: Heavys 7 Heavys 3 3 outh ntering: 3 est Leg : 5 s 95 s 37 outh Leg : 6 Comments
ellington Rd @ Bond t Afternoon Peak Diagram pecified Period From: 6:: To: 8:: One Hour Peak From: 6:5: To: 7:5: Municipality: ite #: Intersection: TFR File #: Count date: London 3 ellington Rd & Bond t 3 5-ov-6 eather conditions: Clear/Dry Person(s) who counted: Cam ** on-ignalized Intersection ** Major Road: ellington Rd runs / orth Leg : 544 Heavys 5 5 Heavys 3 ast Leg : orth ntering: 4 5 6 ast ntering: 5 orth : 377 3 39 7 ast : Cross: s 47 3 s Cross: Heavys s 3 4 Bond t Heavys s ellington Rd ellington Rd Heavys s 3 5 3 Bond t Heavys s 6 6 Cross: 379 5 3 Cross: est : 6 5 outh : est ntering: Heavys 5 Heavys outh ntering: est Leg : 6 s 49 s 7 3 outh Leg : 53 Comments
Count Diagram ellington Rd @ Bond t Municipality: ite #: Intersection: TFR File #: Count date: London 3 ellington Rd & Bond t 3 5-ov-6 eather conditions: Clear/Dry Person(s) who counted: Cam ** on-ignalized Intersection ** Major Road: ellington Rd runs / orth Leg : 886 Heavys 94 94 Heavys 86 ast Leg : 4 orth ntering: 438 8 9 3 ast ntering: 6 orth : 463 3 495 444 ast : 34 Cross: s 3 485 3 s 454 Cross: Heavys s 8 9 Bond t Heavys s 3 3 5 ellington Rd ellington Rd Heavys s 39 5 54 7 7 46 5 Bond t Heavys s 43 43 Cross: 473 6 4384 44 Cross: est : 35 8 3 3 outh : 3 est ntering: 5 Heavys 94 Heavys 7 7 outh ntering: 455 est Leg : 4 s 495 s 6 4487 outh Leg : 88 Comments
ellington t @ outh t Morning Peak Diagram pecified Period From: 7:: To: 9:: One Hour Peak From: 7:3: To: 8:3: Municipality: ite #: Intersection: TFR File #: Count date: London ellington t & outh t 5-ov-6 eather conditions: Clear/Dry Person(s) who counted: Cam ** on-ignalized Intersection ** Major Road: ellington t runs / orth Leg : 453 Heavys 7 8 Heavys 3 ast Leg : 69 orth ntering: 8 9 9 8 ast ntering: 6 orth : 3 8 969 4 98 395 ast : Cross: s 8 5 5 s 435 Cross: Heavys s 74 75 outh t Heavys s 8 9 9 ellington t ellington t Heavys s 3 3 3 4 outh t Heavys s 56 3 4 63 Cross: 977 66 39 5 5 Cross: est : 3 7 3 outh : est ntering: Heavys 7 Heavys 3 3 36 outh ntering: 556 est Leg : 85 s 7 s 67 43 58 outh Leg : 573 Comments
ellington t @ outh t Afternoon Peak Diagram pecified Period From: 6:: To: 8:: One Hour Peak From: 6:5: To: 7:5: Municipality: ite #: Intersection: TFR File #: Count date: London ellington t & outh t 5-ov-6 eather conditions: Clear/Dry Person(s) who counted: Cam ** on-ignalized Intersection ** Major Road: ellington t runs / orth Leg : 99 Heavys 3 3 Heavys 6 ast Leg : orth ntering: 7 4 5 4 ast ntering: orth : 9 67 4 684 77 ast : 6 Cross: s 698 4 s 97 Cross: Heavys s 9 3 outh t Heavys s 9 ellington t ellington t Heavys s outh t Heavys s Cross: 69 75 7 Cross: est : 4 4 4 4 outh : est ntering: Heavys 4 Heavys 6 6 outh ntering: 3 est Leg : 5 s 79 s 95 7 outh Leg : 95 Comments
Count Diagram ellington t @ outh t Municipality: ite #: Intersection: TFR File #: Count date: London ellington t & outh t 5-ov-6 eather conditions: Clear/Dry Person(s) who counted: Cam ** on-ignalized Intersection ** Major Road: ellington t runs / orth Leg : 978 Heavys 3 5 Heavys ast Leg : 8 orth ntering: 498 8 9 3 ast ntering: 6 orth : 6 5 4798 3 4846 4668 ast : 54 Cross: s 6 499 5 s 48 Cross: Heavys s 96 98 outh t Heavys s 7 7 39 4 46 ellington t ellington t Heavys s 5 7 8 9 6 outh t Heavys s 5 5 65 Cross: 4838 7 4656 7 4954 Cross: est : 7 37 8 38 outh : est ntering: 48 Heavys 4 Heavys 3 6 outh ntering: 598 est Leg : 46 s 4979 s 7 4786 4 outh Leg : 77 Comments
ellington Rd @ hetter Ave Morning Peak Diagram pecified Period From: 7:: To: 9:: One Hour Peak From: 7:45: To: 8:45: Municipality: ite #: Intersection: TFR File #: Count date: London 4 ellington Rd & hetter Ave 4 5-ov-6 eather conditions: Clear/Dry Person(s) who counted: Cam ** on-ignalized Intersection ** Major Road: ellington Rd runs / orth Leg : 359 Heavys Heavys 3 ast Leg : 68 orth ntering: 44 8 ast ntering: 83 orth : 96 5 84 ast : Cross: s 994 5 s 35 Cross: ellington Rd Heavys s 66 68 5 5 8 hetter Ave Heavys s ellington Rd 85 85 976 8 35 53 Cross: 8 8 outh : Heavys Heavys outh ntering: 8 s 9 s 47 35 outh Leg : 9 Comments
ellington Rd @ hetter Ave Afternoon Peak Diagram pecified Period From: 6:: To: 8:: One Hour Peak From: 6:5: To: 7:5: Municipality: ite #: Intersection: TFR File #: Count date: London 4 ellington Rd & hetter Ave 4 5-ov-6 eather conditions: Clear/Dry Person(s) who counted: Cam ** on-ignalized Intersection ** Major Road: ellington Rd runs / orth Leg : 636 Heavys 8 9 Heavys ast Leg : orth ntering: 459 6 6 ast ntering: orth : 377 57 434 66 ast : 9 Cross: s 4 58 s 77 Cross: ellington Rd Heavys s 86 86 5 5 hetter Ave Heavys s ellington Rd 99 4 8 4 Cross: 6 outh : Heavys 8 Heavys outh ntering: 33 s 46 s 9 4 outh Leg : 559 Comments
Count Diagram ellington Rd @ hetter Ave Municipality: ite #: Intersection: TFR File #: Count date: London 4 ellington Rd & hetter Ave 4 5-ov-6 eather conditions: Clear/Dry Person(s) who counted: Cam ** on-ignalized Intersection ** Major Road: ellington Rd runs / orth Leg : 94 Heavys 77 3 8 Heavys 79 ast Leg : 693 orth ntering: 457 3 3 ast ntering: 34 orth : 497 4397 4533 ast : 36 Cross: s 434 3 s 4633 Cross: ellington Rd Heavys s 58 4 6 78 78 336 4 hetter Ave Heavys s ellington Rd 35 3 353 475 475 5 445 Cross: 3 outh : 5 Heavys 77 Heavys 75 75 outh ntering: 45 s 438 s 437 5 outh Leg : 893 Comments
estern Rd @ Ambleside Dr Morning Peak Diagram pecified Period From: 7:: To: 9:: One Hour Peak From: 7:45: To: 8:45: Municipality: ite #: Intersection: TFR File #: Count date: London 9 estern Rd & Ambleside Dr 9 5-ov-6 eather conditions: Clear/Dry Person(s) who counted: Cam ** on-ignalized Intersection ** Major Road: estern Rd runs / orth Leg : 9 Heavys 9 9 Heavys 9 orth ntering: 957 4 4 3 orth : 9 935 944 5 Cross: s 9 948 s 6 Heavys s estern Rd 4 5 56 Ambleside Dr Heavys s 7 9 87 89 4 4 estern Rd Cross: 43 33 76 Cross: est : 3 4 3 3 outh : est ntering: 8 Heavys Heavys 4 7 outh ntering: 9 est Leg : 64 s 37 s 47 43 outh Leg : 47 Comments
estern Rd @ Ambleside Dr Afternoon Peak Diagram pecified Period From: 6:: To: 8:: One Hour Peak From: 6:3: To: 7:3: Municipality: ite #: Intersection: TFR File #: Count date: London 9 estern Rd & Ambleside Dr 9 5-ov-6 eather conditions: Clear/Dry Person(s) who counted: Cam ** on-ignalized Intersection ** Major Road: estern Rd runs / orth Leg : 433 Heavys 4 4 Heavys 5 orth ntering: 59 4 orth : 36 468 54 95 Cross: s 36 473 s 94 Heavys s estern Rd 3 33 334 Ambleside Dr Heavys s 63 63 73 estern Rd Cross: 53 95 95 Cross: est : 4 4 4 outh : est ntering: 73 Heavys 4 Heavys 3 5 8 outh ntering: est Leg : 47 s 536 s 98 94 outh Leg : 748 Comments
Count Diagram estern Rd @ Ambleside Dr Municipality: ite #: Intersection: TFR File #: Count date: London 9 estern Rd & Ambleside Dr 9 5-ov-6 eather conditions: Clear/Dry Person(s) who counted: Cam ** on-ignalized Intersection ** Major Road: estern Rd runs / orth Leg : 4835 Heavys 9 3 Heavys 34 orth ntering: 665 9 9 orth : 77 548 65 7 Cross: s 79 586 s 7 Heavys s estern Rd 4 676 69 Ambleside Dr Heavys s 56 58 5 469 474 7 55 estern Rd Cross: 37 599 7 67 Cross: est : 57 9 9 9 outh : est ntering: 53 Heavys 34 Heavys 3 3 45 outh ntering: 74 est Leg : 3 s 36 s 6 outh Leg : 5784 Comments
Turning Movements Count - AADT Report Location... Municipality. Traffic Cont. Count Date.. HIGHBURY AV @ LODO PYCHIATRIC HOPITAL TRY LODO Traffic signal Thursday, June 4, AADT factor...739 HIGHBURY AV 9846 53 66 9% 5 5 45 7% 6 355 535 4 5 4534 6% 943 359 LODO PYCHIATRIC HOPITAL TRY 45 4 846 6 74 5 3 9 86 674 356 % 36 3 88 5 56% 9 7 385 395 874 3 94 73 456 65 39 48 8 7% 5363 5 865 346 5 89 9 9% 6% 57 3755 354 468 345 Friday, August 9, 4 Page of
AM Period Location... Municipality... Count Date... HIGHBURY AV @ LODO PYCHIATRIC HOPITAL TRY LODO IT677 Thursday, 4 June, Peak Hour... 7:3 AM 8:3 AM HIGHBURY AV 68 5 53 39 5% 6 33 3 7% 78 54 8 5% 4 78 95 9% 8 833 LODO PYCHIATRIC HOPITAL TRY 5 3 38% 8 44 % 4 3 5% 4 85 4 4 % 4 % 4 36 5 4 55 7 6 79 84 7% 63 96 86 58 7 77 7% 9% 3 893 59 55 8 HIGHBURY AV Friday, August 9, 4 Page of 3
MD Period Location... Municipality... Count Date... HIGHBURY AV @ LODO PYCHIATRIC HOPITAL TRY LODO IT677 Thursday, 4 June, Peak Hour... : PM : PM HIGHBURY AV 4 3 7 5% 4 3 33 7% 7 963 5 % 5 8 8% 85 943 LODO PYCHIATRIC HOPITAL TRY 37 5% 39 58 9% 47 % 7 3 3 % 3 8 55 5% 3 % 3 85 % 86 57 3 9 9 4 73 7% 87 4 878 3 7 8 8% % 3 958 3 3 8 HIGHBURY AV Friday, August 9, 4 Page of 3
PM Period Location... Municipality... Count Date... HIGHBURY AV @ LODO PYCHIATRIC HOPITAL TRY LODO IT677 Thursday, 4 June, Peak Hour... 4: PM 5: PM HIGHBURY AV 574 7 5 3 96 6% 73 3 6 % 6 347 5 96 9 LODO PYCHIATRIC HOPITAL TRY 7 % 73 53 8% 4 49 3 3 45 6 4 4 9 3 % 3 68 % 69 35 36 8 64 6% 4 6 7 5 78 6% 39 34 83 6 49 6% 35 3 7 84 5 63 Friday, August 9, 4 Page 3 of 3
AM Period Location... HIGHBURY AV @ OXFORD T Municipality... LODO IT439 Count Date... Tuesday, April, 3 Peak Hour... 7:3 AM 8:3 AM HIGHBURY AV 447 34 368 36 4 3 977 8 949 55 5 5 79 6% 7 9 38 OXFORD T 4 9 43 66 6% 66 64 46 7% 66 968 57 64 % 6 9 86 8 788 45 65 86 43 9 97 5% 35 95 58 353 54 73 48 6 49 6% 6% 6% 7 77 58 5 553 HIGHBURY AV Friday, August 9, 4 Page of 3
MD Period Location... HIGHBURY AV @ OXFORD T Municipality... LODO IT439 Count Date... Tuesday, April, 3 Peak Hour... : PM : PM HIGHBURY AV 94 4 5 3 6 97 8 5% 39 77 37 6% 4 3 44 8% 8 963 7 OXFORD T 8 7% 73 9% 94 979 56 5 8% 64 935 454 53 5 48 38 85 3 8 75 6 6 63 5% 3 58 76 65 3 76 6% 87 63 7 36 68 7 % 56 67 34 6 34 348 HIGHBURY AV Friday, August 9, 4 Page of 3
PM Period Location... HIGHBURY AV @ OXFORD T Municipality... LODO IT439 Count Date... Tuesday, April, 3 Peak Hour... 4: PM 5: PM HIGHBURY AV 36 9 366 5 % 3 48 93 5% 43 888 84 7 77 86 49 8 8 OXFORD T 5 6 57 587 55 53 949 35 984 538 38 364 % 5 359 5 93 38 865 77 7% 97 3 48 7 79 54 9 45 76 4 7 5% 48 335 8 7 38 3 5% 35 39 84 675 4 357 Friday, August 9, 4 Page 3 of 3
AM Period Location... DUDA T @ ATRLOO T Municipality... LODO IT95 Count Date... Thursday, 3 October, 3 Peak Hour... 7:45 AM 8:45 AM ATRLOO T 536 74 94 4 4 79 % 77 74 5% 4 7 4 7 35 DUDA T 55 56 36 8% 4 9 4 9% 34 3 66 55 54 3 6 6% 4 % 9 8 6% 39 6 39 38 36 3 % 39 38 6 9 3 5 7% % 4 3 9 9 5 43 ATRLOO T Friday, August 9, 4 Page of 3
MD Period Location... DUDA T @ ATRLOO T Municipality... LODO IT95 Count Date... Thursday, 3 October, 3 Peak Hour... : PM : PM ATRLOO T 458 9 44 4 8% 3 37 45 6 39 59 8% 5 54 4 5 9 43 DUDA T 3 % 3 36 6% 34 79 7 6% 96 346 75 37 36 345 75 7% 55 6 % 8 33 7 8% 357 73 33 5% 5 8 5 83 3 7% 96 4 4 4 % 9% 4 45 3 9 3 388 ATRLOO T Friday, August 9, 4 Page of 3
PM Period Location... DUDA T @ ATRLOO T Municipality... LODO IT95 Count Date... Thursday, 3 October, 3 Peak Hour... 4: PM 5: PM ATRLOO T 63 53 44 % 44 36 6 3 63 % 6 54 5 55 55 DUDA T 6 6 449 5 434 356 5 37 48 96 5 36 6 346 49 % 49 534 554 36 37 % 4 33 8 39 4 34 355 7 % 7% 34 366 9 49 9 83 Friday, August 9, 4 Page 3 of 3
AM Period Location... ADLAID T @ DUDA T Municipality... LODO IT746 Count Date... Thursday, 6 April, Peak Hour... 7:45 AM 8:45 AM ADLAID T 98 68 984 57 5% 3 54 96 6 9 % 998 44 954 4 DUDA T 5 6 98 % 3 68 4 7 % 4 67 548 % 5 5 7% 5 % 5 6 6% 68 535 5 4 45 94 7 95 99 4 43 % 97 4 4 965 ADLAID T Friday, August 9, 4 Page of 3
MD Period Location... ADLAID T @ DUDA T Municipality... LODO IT746 Count Date... Thursday, 6 April, Peak Hour... : PM : PM ADLAID T 475 87 69 6 8% 4 65 6 636 % 785 5% 38 747 DUDA T 63 64 38 8% 7 3 77 5 8% 3 366 75 % 387 343 5% 7 36 % 394 9 5% 43 779 44 7% 3 4 55 677 9 696 684 56 37 % 5% 7 58 779 475 ADLAID T Friday, August 9, 4 Page of 3
PM Period Location... ADLAID T @ DUDA T Municipality... LODO IT746 Count Date... Thursday, 6 April, Peak Hour... 4:5 PM 5:5 PM ADLAID T 6 357 65 8 % 8 37 7 % 97 % 5 8 77 DUDA T 46 % 46 3 3 99 7 3 5% 84 33 75 % 43 36 5% 8 344 % 45 8 433 763 5 5 48 67 88 36 7 5 % % % 5 7 Friday, August 9, 4 Page 3 of 3
AM Period Location... COLBOR T @ DUDA T Municipality... LODO IT896 Count Date... ednesday, May, 3 Peak Hour... 7:45 AM 8:45 AM COLBOR T 89 77 496 47 % 47 364 6 358 85 % 84 593 5% 9 564 5 DUDA T 44 5 % 49 93 % 9 64 8 7 7 95 673 43 5% 4 38 3 7% 8 33 6 5% 39 487 7 5% 54 89 35 6% 33 48 44 4 438 37 479 3 4 5% 39 5 7 667 98 5 COLBOR T Friday, August 9, 4 Page of 3
MD Period Location... COLBOR T @ DUDA T Municipality... LODO IT896 Count Date... ednesday, May, 3 Peak Hour... : PM : PM COLBOR T 74 7 85 5% 9 8 % 3 5 57 % 57 439 49 56 DUDA T 38 39 34 7% 5 35 67 3 8% 9 375 88 4 8% 478 43 5% 4 45 46 56 538 93 3 3 33 8 5 85 9 369 58 7 % 3 376 58 464 5 749 COLBOR T Friday, August 9, 4 Page of 3
PM Period Location... COLBOR T @ DUDA T Municipality... LODO IT896 Count Date... ednesday, May, 3 Peak Hour... 4: PM 5: PM COLBOR T 4 36 74 5% 65 % 3 6 97 % 97 697 % 7 69 3 DUDA T 5 % 5 454 8 436 37 7 387 48 98 48 46 644 546 5% 6 5 4 % 4 66 7 689 7 5 49 66 693 4 % 697 45 59 45 5 % % 45 597 46 688 35 385 Friday, August 9, 4 Page 3 of 3
AM Period Location... DUDA T @ GRTO T Municipality... LODO IT484 Count Date... Monday, April, Peak Hour... 8: AM 9: AM GRTO T % % % % 8 DUDA T % 856 6% 5 86 57 39 7% 556 597 597 % 74 555 5% 8 57 4 % 4 597 3 5% 68 5 86 8 78 9 8 7 89 7 3 % 3 73 373 6 GRTO T Friday, August 9, 4 Page of 3
MD Period Location... DUDA T @ GRTO T Municipality... LODO IT484 Count Date... Monday, April, Peak Hour... : PM : PM GRTO T % % % % 3 DUDA T % 78 5% 4 74 53 35 6% 558 638 48 % 7 53 6% 9 474 69 8 549 34 6% 583 97 8 89 58 9 7% 77 8 75 6 5 % 6% 4 8 34 3 58 GRTO T Friday, August 9, 4 Page of 3
PM Period Location... DUDA T @ GRTO T Municipality... LODO IT484 Count Date... Monday, April, Peak Hour... 4:3 PM 5:3 PM GRTO T % % % % 3 DUDA T % 9 3 889 599 6 65 7 777 % 865 658 5 633 84 % 85 7 5 747 447 7 4 3 87 5 9 9 89 7 % % 97 89 386 4 678 Friday, August 9, 4 Page 3 of 3
AM Period Location... DUDA T @ LIZABTH T Municipality... LODO IT694 Count Date... Monday, 7 May, 3 Peak Hour... 8: AM 9: AM LIZABTH T 75 45 3 % 9 % 8 3 % 3 43 % 43 8 DUDA T % 37 8% 8 344 34 7 8% 35 4 696 9 % 9 34 94 5% 5 79 36 4 % 4 36 6 5% 34 753 % 3 55 5 8% 6 4 34 9% % 4 35 5 58 LIZABTH T Friday, August 9, 4 Page of 3
MD Period Location... DUDA T @ LIZABTH T Municipality... LODO IT694 Count Date... Monday, 7 May, 3 Peak Hour... : PM 3: PM LIZABTH T 33 5 66 8 6% 7 3 % 3 35 34 67 % 67 53 DUDA T % 44 5% 3 4 356 6% 378 435 878 35 % 35 454 46 7% 7 379 3 3 9% 35 446 9 6% 475 9 3 % 3 7 58 3 5% 6 8 33 % % 8 34 7 33 LIZABTH T Friday, August 9, 4 Page of 3
PM Period Location... DUDA T @ LIZABTH T Municipality... LODO IT694 Count Date... Monday, 7 May, 3 Peak Hour... 3:45 PM 4:45 PM LIZABTH T 68 47 3 % 3 7% 3 8 3 65 64 5 DUDA T 5% 47 4 43 37 3 384 434 94 4 % 4 57 47 3 458 8 % 8 548 4 56 996 % 3 48 3 6% 5 9 9 68 5% % % 9 68 7 64 58 Friday, August 9, 4 Page 3 of 3
AM Period Location... DUDA T @ HIGHBURY AV Municipality... LODO IT7 Count Date... Tuesday, 5 October, 3 Peak Hour... 7:45 AM 8:45 AM HIGHBURY AV 99 7 46 4 7% 8 86 53 6% 69 84 69 6 63 483 6% 85 398 DUDA T 37 7 5% 44 96 6% 57 859 59 8 5% 69 83 758 78 6 7 84 6 8 594 38 5 78 6 88 6 5 6 46 4 68 87 7% 55 8 89 5 7 6% 6% 7% 93 6 7 38 3 636 HIGHBURY AV Friday, August 9, 4 Page of 3
MD Period Location... DUDA T @ HIGHBURY AV Municipality... LODO IT7 Count Date... Tuesday, 5 October, 3 Peak Hour... : PM : PM HIGHBURY AV 4 9 4 63 6% 4 59 953 7% 65 888 4 8 6 8 5% 6 8 7 DUDA T 49 5 54 658 6% 37 6 43 5% 45 685 47 4 5% 7 33 8 59 568 7 8 % 8 87 34 94 589 8 7 6 3 83 7% 5 3 836 86 5 4 8% 6% 44 886 9 35 HIGHBURY AV Friday, August 9, 4 Page of 3
PM Period Location... DUDA T @ HIGHBURY AV Municipality... LODO IT7 Count Date... Tuesday, 5 October, 3 Peak Hour... 4: PM 5: PM HIGHBURY AV 34 35 86 6 % 5 4 5% 76 346 78 8 7 584 45 539 DUDA T 76 % 78 788 767 565 4 579 879 8 38 5 33 3 68 658 8 4 968 35 3 88 4 8% 9 5 46 569 89 5% 658 87 3 4 6 38 5 6% % 93 68 45 36 38 964 Friday, August 9, 4 Page 3 of 3
AM Period Location... DUDA T @ MAITLAD T Municipality... LODO IT837 Count Date... Monday, 3 October, Peak Hour... 7:45 AM 8:45 AM MAITLAD T 85 36 33 % 8 % 8 3 % 3 5 5 63 DUDA T % 34 % 37 33 8 34 % 34 338 749 5% 49 383 5% 363 4 39 5% 4 748 5 % 5 33 5 7% 7 4 3 5% % 4 4 49 87 76 MAITLAD T Friday, August 9, 4 Page of 3
MD Period Location... DUDA T @ MAITLAD T Municipality... LODO IT837 Count Date... Monday, 3 October, Peak Hour... : PM : PM MAITLAD T 64 7 7 3 8% 5 % 5 9 % 9 37 5% 35 5 DUDA T 8% 44 5% 4 46 39 3 6% 45 44 85 8 6% 7 375 348 5% 9 39 4 % 4 365 9 5% 384 85 9 % 9 9 8 % 8 7 7 % % % 7 7 46 4 74 MAITLAD T Friday, August 9, 4 Page of 3
PM Period Location... DUDA T @ MAITLAD T Municipality... LODO IT837 Count Date... Monday, 3 October, Peak Hour... 4:5 PM 5:5 PM MAITLAD T 73 73 48 4 % 4 4 % 4 % 5 % 5 3 DUDA T 9 % 9 436 8 48 38 8 5% 398 48 87 8 % 8 436 44 7 47 % 44 7 458 876 4 % 4 39 9 % 9 4 8 4 % % % 4 8 4 36 76 55 Friday, August 9, 4 Page 3 of 3
AM Period Location... DUDA T @ OTARIO T Municipality... LODO IT566 Count Date... Monday, 3 eptember, 3 Peak Hour... 7:45 AM 8:45 AM OTARIO T 38 6 9 % % 7 % 7 9 5% 8 DUDA T 5 % 5 48 9% 4 44 45 39 8% 464 469 93 8% 44 49 5% 49 % 69 9 79 88 % 8 % 3 74 3 9 5% % 6 83 9 5 9 OTARIO T Friday, August 9, 4 Page of 3
MD Period Location... DUDA T @ OTARIO T Municipality... LODO IT566 Count Date... Monday, 3 eptember, 3 Peak Hour... :5 PM :5 PM OTARIO T 6 4 5 % 5 % 5 % 5 4 5% 38 9 DUDA T 9% 466 6% 3 436 4 3 7% 44 45 93 6 % 6 457 44 5% 3 48 % 6 3 5% 64 93 % % 88 7 % 8% 3 95 8 3 8 OTARIO T Friday, August 9, 4 Page of 3
PM Period Location... DUDA T @ OTARIO T Municipality... LODO IT566 Count Date... Monday, 3 eptember, 3 Peak Hour... 3:45 PM 4:45 PM OTARIO T 87 4 4 7% 3 % 8 % 8 65 % 65 3 DUDA T 4 % 4 476 455 43 9 449 463 93 3 % 3 67 585 565 % 883 8 9 374 % % 9 3 8 8% % 3 9 38 35 38 35 Friday, August 9, 4 Page 3 of 3
AM Period Location... DUDA T @ QUBC T Municipality... LODO IT53 Count Date... Tuesday, 4 eptember, 3 Peak Hour... 7:45 AM 8:45 AM QUBC T 4 7 36 7 5 % 44 5 39 68 658 DUDA T 5 534 54 6% 3 48 37 7 7% 397 93 97 46 7% 36 683 537 5% 8 59 % 748 33 78 7 % 8 % % % % 4 QUBC T Friday, August 9, 4 Page of 3
MD Period Location... DUDA T @ QUBC T Municipality... LODO IT53 Count Date... Tuesday, 4 eptember, 3 Peak Hour... :5 PM :5 PM QUBC T 83 43 99 83 3 8 % 6 % 3 3 53 9 5 DUDA T 37 5 34 49 468 388 9 5% 47 749 9 89 4 85 79 53 58 % 7 5 746 495 % % % % % QUBC T Friday, August 9, 4 Page of 3
PM Period Location... DUDA T @ QUBC T Municipality... LODO IT53 Count Date... Tuesday, 4 eptember, 3 Peak Hour... 4: PM 5: PM QUBC T 3 4 3 66 8% 5 6 % 55 5 5 79 % 78 9 DUDA T 53 3 % 534 479 5% 457 396 7 43 947 367 58 8 5 888 63 6 64 % 864 885 83 % 39 % % % % Friday, August 9, 4 Page 3 of 3
AM Period Location... DUDA T @ ILLIAM T Municipality... LODO IT788 Count Date... Tuesday, 3 eptember, Peak Hour... 8: AM 9: AM DUDA T 38 95 6 3 % 3 8 5 5 33 6% 3 8% 4 ILLIAM T 9 3 359 7% 6 99 58 54 7% 3 387 76 37 5% 35 347 83 % 3 5 48 5 9% 53 3 35 % 345 73 7 % 3 4 6 8% 3 3 58 8 3 5 9% 8% 6 63 9 8 6 4 DUDA T Friday, August 9, 4 Page of 3
MD Period Location... DUDA T @ ILLIAM T Municipality... LODO IT788 Count Date... Tuesday, 3 eptember, Peak Hour... : PM : PM DUDA T 6 74 85 8% 4 8 9 % 9 44 9% 4 4 75 73 66 ILLIAM T 5% 4 5% 6 34 3 54 5% 356 44 86 9 8 44 373 45 38 38 8 7% 46 388 5 % 438 86 9% 44 77 % 87 4 3 % 5% 4 4 69 5 56 DUDA T Friday, August 9, 4 Page of 3
PM Period Location... DUDA T @ ILLIAM T Municipality... LODO IT788 Count Date... Tuesday, 3 eptember, Peak Hour... 4:3 PM 5:3 PM DUDA T 36 36 39 8 6% 7 44 5% 4 77 3 74 97 % 96 68 ILLIAM T 8 5% 9 386 9% 33 353 34 3 9% 355 399 886 3 % 3 5 458 7% 3 47 3 8% 5 53 35 6% 558 957 9 % 9 4 84 4 5% 88 55 8% % 3 55 3 9 97 79 Friday, August 9, 4 Page 3 of 3
AM Period Location... DUDA T @ RCTORY T Municipality... LODO IT68 Count Date... Tuesday, May, Peak Hour... 7:45 AM 8:45 AM RCTORY T 4 4 % % 5% % 4 DUDA T 5 % 5 433 7% 9 44 9 9 9% 39 376 833 5 % 5 4 385 5% 8 367 47 5 % 5 435 455 83 8 55 7 % 6 67 % % % 68 8 5 4 RCTORY T Friday, August 9, 4 Page of 3
MD Period Location... DUDA T @ RCTORY T Municipality... LODO IT68 Count Date... Tuesday, May, Peak Hour... :45 PM :45 PM RCTORY T 5 % 4 % 4 5 % 5 4 DUDA T 5% 4 37 % 6 93 9% 3 38 478 7 % 7 4 7 7% 6 7 4 8 9 6% 99 67 7 % 7 9 8 4 8 3 64 4 3 8% % 3 67 9 3 4 RCTORY T Friday, August 9, 4 Page of 3
PM Period Location... DUDA T @ RCTORY T Municipality... LODO IT68 Count Date... Tuesday, May, Peak Hour... 4:3 PM 5:3 PM RCTORY T 34 4 6 % 6 6 % 6 8% % DUDA T 6 % 6 58 7% 8 4 6 3 6% 9 365 53 % 45 34 6% 4 9 % 3 33 5 346 7 % 6 45 % 46 8 3 5 % % 3 3 6 4 7 Friday, August 9, 4 Page 3 of 3
AM Period Location... CLARC T @ DUFFRI AV Municipality... LODO IT86 Count Date... Tuesday, May, 3 Peak Hour... 8: AM 9: AM CLARC T 77 49 73 5 % 5 6 5% 4 4 % 4 4 3 6 DUFFRI AV 54 56 379 368 34 353 489 74 9 % 9 345 3 8 8 % 8 38 9 37 86 6 3 3 44 5 7 38 54 % 39 55 5 57 37 CLARC T Friday, August 9, 4 Page of 3
MD Period Location... CLARC T @ DUFFRI AV Municipality... LODO IT86 Count Date... Tuesday, May, 3 Peak Hour... :5 PM :5 PM CLARC T 55 6 9 % 9 5 4 6 5 95 3 9 9 DUFFRI AV 3 3 3 6 7 63 6 69 6 496 6 % 6 83 3 8 5 6 % 6 8 6 5% 98 54 54 % 54 85 94 % 95 35 46 5 7 % 35 48 59 4 4 37 CLARC T Friday, August 9, 4 Page of 3
PM Period Location... CLARC T @ DUFFRI AV Municipality... LODO IT86 Count Date... Tuesday, May, 3 Peak Hour... 4: PM 5: PM CLARC T 36 69 9 % 9 44 5% 4 37 36 36 3 33 4 DUFFRI AV 34 % 34 49 8 4 3 6 37 39 876 4 % 4 467 43 % 5 398 4 % 4 54 8 % 55 94 6 59 4 4 3 44 7 95 8 3 73 98 8 49 45 Friday, August 9, 4 Page 3 of 3
AM Period Location... CLARC T @ DUDA T Municipality... LODO IT3 Count Date... Monday, 5 June, Peak Hour... 8: AM 9: AM CLARC T 3 73 65 7 % 7 4 % 4 7 6% 6 35 5 3 78 DUDA T 7 8 3 8% 3 8 68 3 6% 8 9 47 % 34 3 8% 5 76 % 3 8 8% 339 43 8% 9 53 % 55 6 9 9 4 76% % 5 6 7 47 37 CLARC T Friday, August 9, 4 Page of 3
MD Period Location... CLARC T @ DUDA T Municipality... LODO IT3 Count Date... Monday, 5 June, Peak Hour... :3 PM :3 PM CLARC T 7 47 39 % 9 3 4 9 6 6% 5 33 3 36 DUDA T 8 % 9 8 5% 8 54 3 8% 4 6 4 9% 38 9 8 9 9 % 9 4 3 56 46 8 7 45 5 5 3 4 3 8 6 3 5 % 3 3 64 353 94 CLARC T Friday, August 9, 4 Page of 3
PM Period Location... CLARC T @ DUDA T Municipality... LODO IT3 Count Date... Monday, 5 June, Peak Hour... 4:3 PM 5:3 PM CLARC T 38 33 % 7 % 7 4 % 4 6 % 6 7 DUDA T 3 % 3 5 7 78 59 9 5% 68 74 44 6 % 6 37 3 % 5 5 3 % 3 69 5 9% 94 468 % 34 75 % 76 9 5 4 8 67% % % 7 5 4 77 378 Friday, August 9, 4 Page 3 of 3
AM Period Location... CLARC T @ KIG T Municipality... LODO IT393 Count Date... ednesday, 4 April, Peak Hour... 7:45 AM 8:45 AM 379 8 6 % 95 93 3 % 3 53 8% 33 3 % % % 998 56 54 998 886 9 867 % 6 7 7 56 % 56 54 49 % 5 79 8 8 % 9% 97 37 78 458 Friday, August 9, 4 Page of 3
MD Period Location... CLARC T @ KIG T Municipality... LODO IT393 Count Date... ednesday, 4 April, Peak Hour... :5 PM :5 PM 334 364 6 % 88 % 87 38 8% 3 35 8 9% 9 89 548 % % % 66 5 % 5 66 536 55 % 68 6 644 644 38 37 99 4 6 37 68 9 % 56 7 6 6 35 Friday, August 9, 4 Page of 3
PM Period Location... CLARC T @ KIG T Municipality... LODO IT393 Count Date... ednesday, 4 April, Peak Hour... 4:3 PM 5:3 PM 469 58 % 4 4 44 43 8% 7 94 7 % % % 8 7 69 8 663 8 645 % 774 795 795 87 85 5 95 6 3 5 86 5 % % 4 88 8 9 59 Friday, August 9, 4 Page 3 of 3
AM Period Location... CLARC T @ QU AV Municipality... LODO IT956 Count Date... ednesday, 5 May, 3 Peak Hour... 7:45 AM 8:45 AM CLARC T 34 6 7 9 7% 7 88 86 % 7 % 6 6 QU AV 5 % 6 936 37 899 83 33 864 45 936 % % 75 % 75 % 45 % 87 6 % 63 4 5% % % 43 44 9 37 CLARC T Friday, August 9, 4 Page of 3
MD Period Location... CLARC T @ QU AV Municipality... LODO IT956 Count Date... ednesday, 5 May, 3 Peak Hour... :5 AM :5 PM CLARC T 83 3 45 5 48 95 3 9 % 38 4 34 3 QU AV 66 % 67 73 5% 33 699 594 3 5% 65 738 73 % % 45 46 % 738 % 4 37 4 4 57 68 3 % % 57 7 8 35 69 CLARC T Friday, August 9, 4 Page of 3
PM Period Location... CLARC T @ QU AV Municipality... LODO IT956 Count Date... ednesday, 5 May, 3 Peak Hour... 4: PM 5: PM CLARC T 489 83 39 48 47 9 6 85 % 5 8 4 58 QU AV 48 3 5 57 37 9 39 7 57 % % 8 % 8 % 7 % 98 65 6 7 7 94 5 % 5% % 7 99 69 3 44 Friday, August 9, 4 Page 3 of 3
AM Period Location... CLARC T @ YORK T Municipality... LODO IT399 Count Date... ednesday, May, 3 Peak Hour... 7:45 AM 8:45 AM CLARC T 494 6 3 46 % 46 % 67 % 66 38 6 365 YORK T 66 4 8% 8 57 56 58 5 7 55 95 % 93 98 785 % 8 777 % 858 9 % 867 567 % 4 % 6 6 5 % % % 6 6 5 7 69 7 CLARC T Friday, August 9, 4 Page of 3
MD Period Location... CLARC T @ YORK T Municipality... LODO IT399 Count Date... ednesday, May, 3 Peak Hour... : PM : PM CLARC T 8 3 34 63 6 % 7 69 46 % 4 3 63 YORK T 66 5% 78 486 475 44 9 43 49 98 65 63 44 377 7 37 % 453 9 46 953 % 37 % 9 3 4 % % % 3 4 7 83 7 CLARC T Friday, August 9, 4 Page of 3
PM Period Location... CLARC T @ YORK T Municipality... LODO IT399 Count Date... ednesday, May, 3 Peak Hour... 4: PM 5: PM CLARC T 54 38 368 95 % 94 % 73 4 69 73 % 8 55 37 YORK T 9 5 6 67 % 56 847 % 857 963 633 56 5% 3 53 566 5 9 5 % 75 3 78 68 % 37 % 5 35 % % % 5 35 6 95 6 Friday, August 9, 4 Page 3 of 3