112 montreal road & 314 gardner road transportation

112 Montreal Road & 314 Gardner Road

Transportation Impact Assessment Step 1 Screening Report

Step 2 Scoping Report

Step 3 Forecasting Report

Prepared for:

2705460 Ontario Inc.

Prepared by:

13 Markham Avenue

Nepean, ON K2G 3Z1

February 2020

PN: 2019‐69

112 Montreal Road & 314 Gardner Road Transportation Impact Assessment

Page i

Table of Contents 1 Screening ...................................................................................................................................................... 1

2 Existing and Planned Conditions .................................................................................................................. 1

2.1 Proposed Development ............................................................................................................................. 1

2.2 Existing Conditions .................................................................................................................................... 3

2.2.1 Area Road Network ........................................................................................................................... 3

2.2.2 Existing Intersections ......................................................................................................................... 4

2.2.3 Existing Driveways ............................................................................................................................. 5

2.2.4 Cycling and Pedestrian Facilities ........................................................................................................ 6

2.2.5 Existing Transit ................................................................................................................................... 7

2.2.6 Existing Area Traffic Management Measures .................................................................................... 8

2.2.7 Existing Peak Hour Travel Demand .................................................................................................... 8

2.2.8 Collision Analysis ............................................................................................................................. 11

2.3 Planned Conditions .................................................................................................................................. 17

2.3.1 Changes to the Area Transportation Network ................................................................................ 17

2.3.2 Other Study Area Developments ..................................................................................................... 18

3 Study Area and Time Periods ..................................................................................................................... 19

3.1 Study Area ............................................................................................................................................... 19

3.2 Time Periods ............................................................................................................................................ 19

3.3 Horizon Years ........................................................................................................................................... 19

4 Exemption Review ...................................................................................................................................... 19

5 Development Generated Travel Demand .................................................................................................. 20

5.1 Trip Generation and Travel Modes .......................................................................................................... 20

5.2 Trip Distribution ....................................................................................................................................... 21

5.3 Trip Assignment ....................................................................................................................................... 21

6 Background Network Travel Demand ........................................................................................................ 22

6.1 Transportation Network Plans ................................................................................................................ 22

6.2 Background Growth ................................................................................................................................. 22

6.3 Other Developments ............................................................................................................................... 22

7 Demand Rationalization ............................................................................................................................. 22

7.1 2024 Future Background Intersection Operations .................................................................................. 22

7.2 2029 Future Background Intersection Operations .................................................................................. 24

8 Next Steps ................................................................................................................................................... 26

List of Figures Figure 1: Area Context Plan ....................................................................................................................................... 1

Figure 2: Concept Plan ............................................................................................................................................... 2

Figure 3: Study Area Pedestrian Facilities ................................................................................................................. 6

Figure 4: Study Area Cycling Facilities ....................................................................................................................... 7

Figure 5: Existing Transit Service ............................................................................................................................... 8

Figure 6: Existing Study Area Transit Stops ............................................................................................................... 8

Figure 7: Existing Traffic Counts ................................................................................................................................ 9


Page ii

Figure 8:Study Area Collision Records – Representation of 2014‐2016 .................................................................. 12

Figure 9: Montreal Road Revitalization ................................................................................................................... 18

Figure 10: New Site Generation Auto Volumes ....................................................................................................... 21

Figure 11: 2024 Future Background Volumes ......................................................................................................... 23

Figure 12: 2029 Future Background Volumes ......................................................................................................... 25

Table of Tables Table 1: Intersection Count Date............................................................................................................................... 9

Table 2: Existing Intersection Operations ................................................................................................................ 10

Table 3: Study Area Collision Summary, 2014‐2018 ............................................................................................... 12

Table 4: Summary of Collision Locations, 2014‐2018 ............................................................................................. 13

Table 5: Montreal Road at North River Road Collision Summary ........................................................................... 14

Table 6: Montreal Road at Vanier Parkway Collision Summary .............................................................................. 14

Table 7: Montreal Road at Hannah Street at Cody Avenue Collision Summary ..................................................... 15

Table 8: McArthur Avenue at Vanier Parkway Collision Summary ......................................................................... 16

Table 9: Montreal Road Segments between Montgomery Street and Vanier Parkway Collision Summary .......... 16

Table 10: Vanier Parkway Southbound between Montreal Road and McArthur Avenue Collision Summary ....... 17

Table 11: Exemption Review ................................................................................................................................... 19

Table 12: Trip Generation Person Trip Rates .......................................................................................................... 20

Table 13: Total Person Trip Generation .................................................................................................................. 20

Table 14: Mode Share – Ottawa East ...................................................................................................................... 20

Table 15: Trip Generation by Mode ........................................................................................................................ 20

Table 16: OD Survey Existing Mode Share – Ottawa East ....................................................................................... 21

Table 17: TRANS Regional Model Projections – 3Study Area Growth Rates ........................................................... 22

Table 18: 2024 Future Background Intersection Operations .................................................................................. 23

Table 19: 2029 Future Background Intersection Operations .................................................................................. 25

List of Appendices Appendix A – TIA Screening Form and Certification Form Appendix B – Turning Movement Count Data Appendix C – Synchro Intersection Worksheets – Existing Conditions Appendix D – Collision Data Appendix E – TRANS Background Projection Plots Appendix F – Synchro Intersection Worksheets – 2024 Background Conditions

Appendix G – Synchro Intersection Worksheets – 2029 Background Conditions


Page 1

1 Screening This study has been prepared according to the City of Ottawa’s 2017 Transportation Impact Assessment (TIA)

Guidelines. Accordingly, a Step 1 Screening Form has been prepared and is included as Appendix A, along with the

Certification Form for TIA Study PM. As shown in the Screening Form, the trip generation, location and safety

triggers were met, and a TIA is required including the Design Review component and the Network Impact

Component.

2 Existing and Planned Conditions 2.1 Proposed Development The proposed development, located at 112 Montreal Road, is currently zoned as Traditional Mainstreet (TM) is

planned to include 591 apartment units across three buildings located within the central area of the site. The

anticipated full build‐out and occupancy horizon is 2024 with construction occurring in a single phase. The

estimated vehicle parking space count is 678 tenant spaces, 60 visitor parking spaces, and 296 bike parking spaces.

The site plan includes one left‐in‐left‐out access to Palace Street and one right‐in‐right‐out access to Vanier

Parkway. The site fronts onto Montreal Road, Vanier Parkway and existing residential along Palace Street and

Gardner Street. The site is located within the Montreal Road District and adjacent to the Montreal Arterial

Mainstreet design priority area. Figure 1 illustrates the Study Area Context. Figure 2 illustrates the proposed

concept plan.

Figure 1: Area Context Plan

Source: http://maps.ottawa.ca/geoOttawa/ Accessed: November 20, 2019

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Page 3

2.2 Existing Conditions

2.2.1 Area Road Network Vanier Parkway: Vanier Parkway is a City of Ottawa arterial road with a divided, four‐lane urban cross‐section,

sidewalks on both sides of the road, and a posted speed limit of 60 km/h within the study area. A cycle track and

shared bike lanes are provided in the northbound direction between McArthur Avenue and Montreal Road. The

existing right of way throughout the study area varies along adjacent properties.

Montreal Road: Montreal Road is a City of Ottawa arterial road with a four‐lane urban cross‐section with sidewalks

on both sides of the road. The curbside lanes serve as peak hour bus/taxi lanes in the eastbound direction during

the AM peak and the westbound direction during the PM peak. On‐street parking restricted on the north side of

the road between 7‐9 AM and on the south side between 3:30‐5:30 PM. The posted speed limit is 50 km/h and

the city‐protected right of way is 23.0 metres east of North River Road. Montreal Road is designated a truck route.

McArthur Avenue: McArthur Avenue is a City of Ottawa arterial road with a two‐lane urban cross‐section west of

Vanier Parkway and a two‐lane urban cross‐section east of Vanier Parkway. Sidewalks and bike lanes are on both

sides of the road, and the existing right of way provided is 20.0 metres west of Vanier Parkway and 23.5 metres

east of Vanier Parkway. McArthur Avenue is designated a truck route.

North River Road: North River Road is a City of Ottawa local road north of Montreal Road, an arterial road between

Montreal Road and McArthur Avenue, and a collector road south of McArthur Avenue, each with a two‐lane urban

cross‐section. A MUP and sidewalk are provided north of Montreal Road on the west and east sides of the road

respectively, sidewalks on both sides of the road are provided between Montreal Road and McArthur Avenue and

a single sidewalk on the east side of the road is provide south of McArthur Avenue. On‐street parking is permitted

on the east side of the road south of McArthur Avenue. The unposted speed limit is assumed to be 50 km/h and

the existing right‐of‐way provided is 13.0 metres north of Montreal Road, varies from 19.0 metres to 27.0 metres

between Montreal Road and McArthur Avenue, and 17.5 metres south of McArthur Avenue. North River Road is

designated a truck route between Montreal Road and McArthur Avenue.

Montgomery Street: Montgomery Street is a City of Ottawa local road with a two‐lane urban cross‐section. A

sidewalk is provided on the east side of the road and a sidewalk is provided on the west side of the road between

Selkirk Street and Mayfield Street. Parking is permitted on both sides of the road with restrictions at the school

for loading and bus zones. The unposted speed limit is assumed to be 50 km/h and a school zone is signed between

Montreal Road and Selkirk Street. The existing right‐of‐way provided is 18.5 metres.

Palace Street: Palace Street is a one‐way southbound City of Ottawa local road with an unposted speed limit of 50

km/h. The existing right of way is 8.0 metres to the north of the site access and 11.5 metres to the south of the

site access. The Official Plan reserves an additional 2.0 metres from each side from Montreal Road to Lot 85.

Gardner Street: Gardner Street is a City of Ottawa local road with a two‐lane urban cross‐section, on‐street parking

permitted on the east side of the road between 6:00 pm and 7:00 am, and a sidewalk on the east side of the road

south of the site. The road alignment sits approximately 10 metres east on the south side of Selkirk Street. The

unposted speed limit is assumed to be 50 km/h and the existing right of way provided is 12.0 metres.

Selkirk Street: Selkirk Street is a City of Ottawa local road with a two‐lane urban cross section. West of Dundas

Street, Selkirk Street is one‐way westbound and has a sidewalk, permits on‐street parking for 60 metres, and has

a taxi stand for 60 metres each on the south side of the road. East of Gardner Street, Selkirk Street is no‐exit. The

unposted speed limit is assumed to be 50 km/h and the existing right‐of‐way provided is 13.5 metres.


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Dundas Street: Dundas Street is a City of Ottawa local road with a two‐lane urban cross‐section and a sidewalk on

the west side of the road. The unposted speed limit is assumed to be 50 km/h and the existing right of way

provided is 12.0 metres. No on‐street parking is permitted.

Mayfield Street: Mayfield Street is a one‐way southbound City of Ottawa local road with a sidewalk of the west

side of the road. The unposted speed limit is assumed to be 50 km/h and the existing right of way provided is 12.0

metres. No on‐street parking is permitted.

Marguerite Avenue: Marguerite Avenue is a City of Ottawa local road with a two‐lane urban cross‐section, a

sidewalk on the west side of the road and on‐street parking permitted on the east side of the road. The unposted

speed limit is assumed to be 50 km/h and the existing right of way within the study area provided is 15.0 metres.

Hannah Street: Hannah Street is a City of Ottawa local road with a two‐lane urban cross‐section and sidewalks on

both sides of the road. The unposted speed limit is assumed to be 50 km/h and the existing right of way provided

is 12.0 metres. No on‐street parking is permitted.

Cody Avenue: Cody Avenue is a one‐way southbound City of Ottawa local road with a sidewalk on the west side

of the road, and on‐street parking permitted in layby areas on both sides of the road. South of Montreal Road, the

roadway permits 2‐way traffic. The unposted speed limit is assumed to be 50 km/h and the existing right of way

provided is 12.0 metres.

2.2.2 Existing Intersections The existing area intersections adjacent to the proposed site and signalized intersections confirmed with City staff

have been summarized below:

Montreal Road & North River Road The intersection of Montreal Road and North River Road is a signalized intersection. The northbound approach consists of an auxiliary left‐turn lane, a through lane, and an auxiliary right‐turn lane and the southbound approach consists of an all‐movements lane. The eastbound approach consists of a shared left‐turn/through lane and a shared through/right‐turn lane, and the westbound approach consists of a through lane and a shared through/right‐turn lane. Eastbound left turns are prohibited during weekday peak hours, eastbound right turns on red are prohibited and westbound left turns are prohibited.

Montreal Road & Montgomery Street The intersection of Montreal Road and Montgomery Street is signalized intersection. The northbound approach consists of a left‐turn lane and a right‐turn lane. The eastbound approach consists of a through lane and a shared through/right‐turn lane and the westbound approach consists of a shared left‐turn/through lane and a through lane. No turn restrictions are noted.

Montreal Road & Palace Street The intersection Montreal Road and Palace Street is an uncontrolled intersection. The eastbound approach consists of a through lane and a shared‐right‐turn lane, the westbound approach consists of a shared left‐turn/through lane and a through lane, and the south leg is inbound only. No turn restrictions are noted.


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Montreal Road & Vanier Parkway The intersection of Montreal Road & Vanier Parkway is a signalized intersection. The northbound and southbound approaches each consist of an auxiliary left‐turn lane, three through lanes, and an auxiliary, channelized right‐turn lane. The eastbound approach consists of an auxiliary left‐turn lane, a through lane, and a shared through/right‐turn lane and the westbound approach consists of an auxiliary left‐turn lane, a through lane, and a shared through/channelized right‐turn lane. Trucks are restricted from turning onto Vanier Parkway.

Montreal Road & Hannah Street & Cody Avenue

The intersection of Montreal Road, Hannah Street, and Cody Avenue is a signalized intersection. The southbound approach consists of an all‐movements lane, and the south leg of the intersection is inbound only. The eastbound approach consists of a shared left‐turn/through lane and a shared through/right‐turn lane, the westbound approach consists of a shared left‐turn/through lane and a shared through/right‐turn lane. No turn restrictions are noted.

McArthur Avenue & Marguerite Avenue

The intersection of McArthur Avenue and Marguerite Avenue is a signalized intersection. The northbound approach consists of an auxiliary left‐turn lane and a right‐turn lane. The eastbound approach consists of a shared through/right‐turn lane and the westbound approach consists of a shared left‐turn/through lane. No turn restrictions are noted.

McArthur Avenue & Vanier Parkway The intersection of McArthur Avenue and Vanier Parkway is a signalized intersection. The northbound and southbound approaches each consist of an auxiliary left‐turn lane, two through lanes and an auxiliary, channelized right turn lane. The eastbound approach consists of an auxiliary left‐turn lane, a through lane, and an auxiliary, channelized right turn lane. The westbound approach consists of two auxiliary left‐turn lanes, a through lane, and an auxiliary, channelized right‐turn lane. All U‐turn movements are prohibited at this intersection.

Selkirk Street & North River Road The intersection of Selkirk Street and North River Road is a stop‐controlled intersection on the minor approach. The northbound and southbound approaches consist of a single through lane each. The westbound approach consists of a left‐turn lane and a right‐turn lane. No turn restrictions are noted.

McArthur Avenue & Dundas Street The intersection of McArthur Avenue and Dundas Street is a stop‐controlled intersection on the minor approach. The southbound approach consists of a shared left‐turn/right‐turn lane. The eastbound approach consists of a shared left‐turn/through lane, and the westbound approach consists of a shared through/right‐turn lane. No turn restrictions are noted.

2.2.3 Existing Driveways Within 200 metres, private accesses exist on both sides of the road in each direction out from the site access on

Palace Street. Private accesses also exist along both sides of Gardner Street from the proposed site access which

will link Gardner Street and Vanier Parkway. No additional driveways exist on Vanier Parkway within 200 metres


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of the proposed site access. None of the driveways within the area of consideration are significant traffic

generators.

2.2.4 Cycling and Pedestrian Facilities Figure 3 illustrates the pedestrian facilities in the study area and Figure 4 illustrates the cycling facilities.

Sidewalks are generally provided along one side of most roads within the study area and both sides of the arterial

and collector roads. No sidewalks are provided along Palace Street and a portion of Gardner Street.

Cycle lanes are provided along both sides of McArthur Avenue and Vanier Parkway and on the north side of

Montreal Road west of North River Road. A shared cycle lane is on the south side of Montreal Road west of North

River Road. Along the west side of North River Road is the Rideau River Eastern Pathway. North River Road, Vanier

Parkway, and Montreal Road are spine routes.

Figure 3: Study Area Pedestrian Facilities


112 Montreal Road


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Figure 4: Study Area Cycling Facilities


2.2.5 Existing Transit Within the study area, the route #18 travels along North River Road, the routes #9 and #19 travel along Vanier

Parkway, the route #14 travels along McArthur Avenue, and the routes #12 and #15 travel along Montreal Road.

Stops are located at Montreal Road and North River Road, Montreal Road and Montgomery Street, Montreal Road

and Vanier Parkway, Selkirk Street and North River Road, and McArthur Avenue and Vanier Parkway. The

frequency of these routes within proximity of the proposed site are currently:

Route #9 – 15‐minute service during peak hours, 20‐minute service all day, 30‐minute service after 8pm

Route #12 – 15‐minute service all day, 30‐minute service before 8am and after midnight

Route #14 – 15‐minute service all day, 30‐minute service before 7am and after 7pm

Route #15 – 15‐minute service; runs during peak hours only

Route #18 – 15‐minute service during peak hours, 30‐minute service all day

Route #19 – 15‐minute service during peak hours, 30‐minute service all day

Figure 5 illustrates the transit system map in the study area and Figure 6 illustrates nearby transit stops.

112 Montreal Road


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Figure 5: Existing Transit Service

Source: http://www.octranspo.com/ Accessed: November 25, 2019

Figure 6: Existing Study Area Transit Stops

Source: http://www.octranspo.com/ Accessed: November 25, 2019

2.2.6 Existing Area Traffic Management Measures Bulb‐outs are provided along Vanier Parkway and on Cody Avenue, in addition to the one‐way restriction near

Montreal Road. McArthur Avenue has been reduced from a 4‐lane roadway to a 2‐lane road with bike lanes.

2.2.7 Existing Peak Hour Travel Demand Existing turning movement counts were acquired from the City of Ottawa and The Traffic Specialist for the existing

Study Area intersections. Table 1 summarizes the intersection count dates and sources.

Site

112 Montreal

Road


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Table 1: Intersection Count Date

Intersection Count Date Source

Montreal Road & North River Road Tuesday, January 19, 2016 City of Ottawa

Montreal Road & Montgomery Street Wednesday, January 13, 2016 City of Ottawa

Montreal Road & Palace Street Tuesday, November 26, 2019 The Traffic Specialist

Montreal Road & Vanier Parkway Tuesday, March 26, 2019 City of Ottawa

Montreal Road & Hannah Street & Cody Avenue Tuesday, November 26, 2019 The Traffic Specialist

North River Road & Selkirk Street Tuesday, November 26, 2019 The Traffic Specialist

McArthur Avenue & Dundas Street Tuesday, November 26, 2019 The Traffic Specialist

McArthur Avenue & Marguerite Avenue Tuesday, March 26, 2019 City of Ottawa

McArthur Avenue & Vanier Parkway Tuesday, March 26, 2019 City of Ottawa

Figure 7 illustrates the existing traffic counts and Table 2 summarizes the existing intersection operations. The

level of service for signalized intersections is based on the TIA Guidelines for volume to capacity ratio of the lane

movements and HCM average delay for the overall intersection, and HCM average delay for unsignalized

intersections. Detailed turning movement count data is included in Appendix B and the Synchro worksheets are

provided in Appendix C.

Figure 7: Existing Traffic Counts


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Table 2: Existing Intersection Operations

Intersection Lane AM Peak Hour PM Peak Hour

LOS V/C Delay Q (95th) LOS V/C Delay Q (95th)

Montreal Road & North River Road

Signalized

EBT/R A 0.54 15.0 69.6 B 0.70 22.1 #133.2

WBT/R A 0.44 10.3 21.1 A 0.47 17.3 82.4

NBL C 0.72 34.8 57.0 D 0.83 41.9 87.0

NBT A 0.03 16.2 5.4 A 0.06 16.2 9.0

NBR A 0.05 3.0 2.6 A 0.08 4.7 5.3

SB A 0.14 11.9 11.4 A 0.11 9.2 9.7

Overall B ‐ 15.6 ‐ C ‐ 23.1 ‐

Montreal Road & Montgomery Street

Signalized

EBT/R A 0.22 0.5 1.6 A 0.29 10.4 2.8

WBL/T A 0.38 4.1 37.0 A 0.33 3.8 29.0

NBL A 0.10 30.6 8.6 A 0.33 45.1 23.6

NBR 0.16 12.2 7.5 A 0.19 14.9 8.9

Overall A ‐ 3.2 ‐ A ‐ 4.4 ‐

Montreal Road & Vanier Parkway

Signalized

EBL A 0.37 54.8 22.3 A 0.38 53.3 27.3

EBT/R C 0.73 51.5 81.7 D 0.83 57.7 99.0

WBL D 0.82 63.8 #67.4 F 1.15 157.3 #88.6

WBT/R C 0.71 42.1 109.8 B 0.60 37.0 80.7

NBL D 0.83 86.3 m74.4 D 0.87 82.7 m82.8

NBT A 0.53 37.9 68.4 A 0.55 30.4 m65.4

NBR A 0.29 12.6 m21.7 A 0.32 8.1 m16.3

SBL E 0.90 91.9 #111.1 C 0.72 75.6 63.4

SBT B 0.66 38.7 124.7 B 0.63 38.6 115.3

SBR A 0.25 8.2 19.5 A 0.18 4.6 10.0

Overall D ‐ 44.6 ‐ D ‐ 45.2 ‐

Montreal Road & Hannah Street & Cody

Avenue Signalized

EB A 0.39 6.3 35.6 A 0.50 7.0 51.2

WB A 0.38 6.0 42.6 A 0.32 5.1 33.3

SB C 0.72 37.3 46.0 B 0.68 44.2 45.1

Overall B ‐ 10.1 ‐ A ‐ 9.9 ‐

Selkirk Street & North River Road Unsignalized

WBL B 0.06 12 1.5 C 0.33 18.8 10.5

WBR A 0.05 9.9 1.5 B 0.09 11.6 2.3

NB ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐

SB ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐

Overall A ‐ 1.0 ‐ A ‐ 2.7 ‐

McArthur Avenue & Dundas Street Unsignalized

EB A 0.01 8.9 0 A 0.01 8.7 0

WB ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐

SBL/R C 0.08 15.5 1.5 C 0.16 23.4 4.5

Overall A ‐ 0.6 ‐ A ‐ 0.9 ‐

McArthur Avenue & Marguerite Street

Signalized

EBT/R A 0.30 6.2 42.4 A 0.49 8.4 77.2

WBL/T A 0.39 8.3 m55.1 A 0.40 7.5 53.7

NBL A 0.03 20.1 4.1 A 0.08 23.6 7.5

NBR A 0.11 8.4 5.9 A 0.19 8.3 8.1

Overall B ‐ 7.6 ‐ A ‐ 8.3 ‐


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McArthur Road & Vanier Parkway

Signalized

EBL A 0.27 69.9 23.2 A 0.48 74.6 31.3

EBT A 0.38 47.8 48.8 C 0.73 64.0 103.2

EBR B 0.68 21.9 60.2 F 1.07 87.8 #170.3

WBL C 0.77 79.1 #48.7 F 1.37 232.3 #101.1

WBT A 0.58 56.6 79.6 A 0.58 55.0 91.1

WBR A 0.31 9.3 15.0 A 0.40 8.7 20.4

NBL E 0.95 102.2 #132.7 D 0.85 84.3 #99.1

NBT D 0.82 42.9 #200.7 E 0.96 56.7 #242.0

NBR A 0.36 7.0 24.7 A 0.40 8.5 31.0

SBL E 0.80 85.2 m#72.1 C 0.76 76.5 m55.9

SBT F 1.04 70.4 #246.5 F 1.09 89.5 m#244.3

SBR A 0.11 3.0 m2.9 A 0.13 2.3 m2.9

Overall A ‐ 54.4 ‐ E ‐ 78.5 ‐

Notes: Saturation flow rate of 1800 veh/h/lane PHF = 0.90

Generally, the study area intersections operate well during the peak hours, with two intersections along Vanier

Parkways experiencing capacity issues and significant delay.

The intersection of Montreal Road and Vanier Parkway will experience high delays and extended queues in the

southbound left‐turn movement, and extended queues in the westbound left‐turn movement during the AM peak

hour. During the PM peak hour, the westbound left‐turn movement will experience high delays, be over capacity

and have extended queues, and the northbound left‐turn will experience high delays.

During the AM peak hour, the intersection of McArthur Avenue and Vanier Parkway will experience capacity issues

in the northbound through movement along with extended queues. The southbound left‐turn movement will

experience high delays and northbound left‐turn movement will experience high delays and extended queues.

Additionally, the westbound left‐turn and northbound through will experience extended queues. During the PM

peak hour, the eastbound right‐turn, westbound left‐turn and southbound through movements will be over

capacity, experience high delays and have extended queues. The northbound left‐turn movement is expected to

experience high delays and have extended queues, and the northbound through will also have extended queues.

Given the Montreal Road Revitalization project, no improvements are recommended for the existing conditions

as the area will be undergoing reconstruction, traffic detours and ultimately have a new lane configuration at

Montreal Road and Vanier Parkway and signal timing plans in place around 2022.

2.2.8 Collision Analysis Collision data has been acquired from the City of Ottawa open data website (data.ottawa.ca) for five years prior

to the commencement of this TIA for the surrounding study are road network. Table 3 summarizes the collisions

types and conditions in the study area, Figure 8 illustrates the intersections and segments analyzed, and Table 4

summarizes the total collisions for each of these locations. Collision data is included in Appendix D.


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Table 3: Study Area Collision Summary, 2014‐2018

Number %

Total Collisions 570 100%

Classification

Fatality 1 0%

Non‐Fatal Injury 105 18%

Property Damage Only 464 81%

Initial Impact Type

Approaching 4 1%

Angled 86 15%

Rear end 196 34%

Sideswipe 115 20%

Turning Movement 99 17%

SMV Unattended 13 2%

SMV Other 46 8%

Other 11 2%

Road Surface Condition

Dry 408 72%

Wet 94 16%

Loose Snow 26 5%

Slush 17 3%

Packed Snow 9 2%

Ice 16 3%

Pedestrian Involved 26 5%

Cyclists Involved 19 3%

Figure 8:Study Area Collision Records – Representation of 2014‐2016

Study Area


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Source: https://maps.bikeottawa.ca/collisions/ Accessed: November 25, 2019

Table 4: Summary of Collision Locations, 2014‐2018 Number %

Intersections / Segments 370 100%

MONTREAL RD @ NORTH RIVER RD 32 6%

MONTREAL RD @ MONTGOMERY ST 13 2%

MONTREAL RD @ PALACE ST 12 2%

MONTREAL RD @ VANIER PKWY 126 22%

MONTREAL RD @ DUROCHER ST 17 3%

MONTREAL RD @ SAVARD AVE 5 1%

MONTREAL RD @ EMOND ST 13 2%

MONTREAL RD @ CYR AVE 10 2%

MONTREAL RD/HANNAH ST @ CODY AVE 32 6%

SELKIRK ST @ NORTH RIVER RD 1 0%

SELKIRK ST @ MONTGOMERY ST 1 0%

MCARTHUR AVE @ NORTH RIVER RD 12 2%

MCARTHUR AVE @ DUNDAS ST 5 1%

MCARTHUR AVE @ MARGUERITE AVE 4 1%

MCARTHUR AVE @ MAYFIELD ST 8 1%

MCARTHUR AVE @ VANIER PKWY 94 16%

MONTREAL RD btwn RIDEAU ST & NORTH RIVER RD 4 1%

MONTREAL RD btwn NORTH RIVER RD & MONTGOMERY ST 8 1%

MONTREAL RD btwn MONTGOMERY ST & PALACE ST 17 3%

MONTREAL RD btwn PALACE ST & VANIER PKWY 48 8%

MONTREAL RD btwn VANIER PKWY & DUROCHER ST 8 1%

MONTREAL RD btwn DUROCHER ST & SAVARD AVE 5 1%

MONTREAL RD btwn SAVARD AVE & EMOND ST 7 1%

MONTREAL RD btwn EMOND ST & CYR AVE 2 0%

MONTREAL RD btwn CYR AVE & HANNAH ST 8 1%

MONTREAL RD btwn CODY AVE & OLMSTEAD ST 4 1%

SELKIRK ST btwn NORTH RIVER RD & DUNDAS ST 2 0%

MCARTHUR AVE btwn NORTH RIVER RD & DUNDAS ST 2 0%

MCARTHUR AVE btwn MARGUERITE AVE & MAYFIELD ST 1 0%

MCARTHUR AVE btwn MAYFIELD ST & VANIER PKWY 8 1%

MCARTHUR AVE btwn VANIER PKWY & ENFIELD AVE 6 1%

NORTH RIVER RD btwn MARK AVE & MONTREAL RD 1 0%

NORTH RIVER RD btwn MONTREAL RD & SELKIRK ST 4 1%

NORTH RIVER RD btwn SELKIRK ST & MCARTHUR AVE 3 1%

NORTH RIVER RD btwn MCARTHUR AVE & CARLOTTA AVE 1 0%

MONTGOMERY ST btwn MONTREAL RD & SELKIRK ST 2 0%

MARGUERITE AVE btwn MCARTHUR AVE & CARLOTTA AVE 1 0%

VANIER PKWY NB btwn DESCHAMPS AVE & MONTREAL RD 6 1%

VANIER PKWY SB btwn DESCHAMPS AVE & MONTREAL RD 4 1%

VANIER PKWY NB btwn MONTREAL RD & MCARTHUR AVE 7 1%

VANIER PKWY SB btwn MONTREAL RD & MCARTHUR AVE 14 2%

VANIER PKWY NB btwn MCARTHUR AVE & VANIER PKWY 7 1%

VANIER PKWY SB btwn MCARTHUR AVE & VANIER PKWY 5 1%

Within the study area, the intersections of Montreal Road at North River Road, Montreal Road at Vanier Parkway,

Montreal Road at Hannah Street at Cody Avenue, and McArthur Avenue at Vanier Parkway are noted to have


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experienced higher collisions than other intersections. Table 5, Table 6, Table 7 and Table 8 summarize the

collision types and conditions for each of the Montreal Road at North River Road, Montreal Road at Vanier

Parkway, Montreal Road at Hannah Street at Cody Avenue, and McArthur Avenue at Vanier Parkway intersections.

Table 5: Montreal Road at North River Road Collision Summary

Number %


Classification

Fatality 0 0%



Initial Impact Type

Angle 5 16%

Rear end 10 31%

Sideswipe 3 9%

Approaching 1 3%


SMV Other 7 22%

Other 1 3%


Dry 24 75%

Wet 3 9%

Loose Snow 3 9%

Slush 1 3%

Packed Snow 1 3%



The Montreal Road at North River Road Intersection had a total of 32 collisions during the 2014‐2018 time period,

with 23 involving property damage only, and the remaining nine having non‐fatal injuries. The collision types are

most represented by rear end with ten collisions, followed by SMV other with seven collisions, five collisions each

for angle and turning movement with the remaining collisions split between sideswipe, approaching and other.

The rear end collisions are typical of congested areas, such as Montreal Road, and the turning movement collisions

may be influenced by the skewed geometry of the intersection. The single motor vehicle collisions may include

the pedestrian collisions, although no trends are noted within the data for these collisions. Weather conditions

are not considered to have influenced collisions at this location.

Table 6: Montreal Road at Vanier Parkway Collision Summary

Number %


Classification

Fatality 0 0%



Initial Impact Type

Angle 10 8%

Rear end 63 50%

Sideswipe 26 21%


SMV Other 8 6%

Other 3 2%


Dry 87 69%

Wet 22 17%

Loose Snow 7 6%


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Number %


Slush 6 5%

Packed Snow 1 1%

Ice 3 2%



The Montreal Road at Vanier Parkway intersection had a total of 126 collisions during the 2014‐2018 time period,

with 102 involving property damage only, and the remaining 24 collisions having non‐fatal injuries. The collision

types are represented by 63 rear end, 26 sideswipes, 16 turning movement, and ten or less each of angle, SMV

other and other. The rear end collisions are typical of congested areas and the sideswipe collisions are typical of

shared through and turning lanes as vehicles switch lanes to get around vehicles waiting to turn or on the lane

reduction immediately south of the intersection for the bus stop. The turning movement represent right‐turns

and angled represent left‐turns, and are likely influenced by the general congestion at the intersection and

vehicles pushing gaps in traffic and the amber signals for left‐turns (protected phases for north, south and west

bound directions). The six of the pedestrian collisions occurred in 2016 and it is unknown why this year was a

significant spike in collisions. The channelized right‐turn lanes and larger intersection likely influence the risk for

pedestrians at this intersection. Weather conditions are not considered to have influenced collisions at this

location.

Table 7: Montreal Road at Hannah Street at Cody Avenue Collision Summary

Number %


Classification

Fatality 0 0%



Initial Impact Type

Angle 3 9%

Rear end 6 19%

Sideswipe 14 44%


SMV Other 2 6%


Dry 23 72%

Wet 6 19%

Loose Snow 1 3%

Slush 1 3%

Packed Snow 1 3%



The Montreal Road at Hannah Street at Cody Avenue intersection had a total of 32 collisions during the 2014‐

2018 time period, with 30 involving property damage only and two involving non‐fatal injuries. The collisions types

are most represented by sideswipes with 14 collisions, followed by turning movement and rear end with seven

and six collisions respectively, with the remaining split between angle and SMV other. The sideswipes may be

influenced by the on‐street parking and transit stops located on both sides of the intersections as vehicles change

lanes to continue along Montreal Road. Weather conditions are not considered to have influenced collisions at

this location.


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Table 8: McArthur Avenue at Vanier Parkway Collision Summary

Number %


Classification

Fatality 1 1%



Initial Impact Type

Angle 8 9%

Rear end 65 69%

Sideswipe 14 15%


SMV Other 2 2%

Other 1 1%


Dry 60 64%

Wet 21 22%

Loose Snow 2 2%

Slush 3 3%

Packed Snow 4 4%

Ice 4 4%



The McArthur Avenue at Vanier Parkway intersection had a total of 94 collisions during the 2014‐2018 time period,

including one angle collision involving a fatality. The fatality occurred during the night at 1:17 am in wet driving

conditions in April of 2016, where a vehicle that was the subject of a police chase struck another vehicle, killing

one occupant and injuring the other. Seventy‐six collisions had property damage only and the remaining 17

collisions had non‐fatal injuries. Rear end comprised the majority of collision types at this intersection with 65

collisions, followed by 14 sideswipe and eight angle collisions, with the remaining collision types represented by

turning movement, SMV other and other. The rear end collisions are typical of congested areas, such as Vanier

Parkway. The northbound left‐turn lane queues may increase the rear end collisions and contribute to sideswipe

collisions. Similarly, the north and south lane reductions may also contribute to the sideswipe collisions as vehicles

merge from the curb lanes into the continuing through lanes. Weather conditions are not considered to have

influenced collisions at this location.

Table 9: Montreal Road Segments between Montgomery Street and Vanier Parkway Collision Summary

Number %


Classification

Fatality 0 0%



Initial Impact Type

Angle 6 13%

Rear end 4 8%

Sideswipe 12 25%

Approaching 1 2%


SMV Other 2 4%

SMV Unattended 6 13%

Dry 34 71%


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Wet 8 17%

Loose Snow 2 4%

Slush 1 2%

Ice 3 6%



The Montreal Road segments between Montgomery Street and Vanier Parkway had a total of 48 collisions during

the 2014‐2018 time period. Forty‐four (44) collisions had property damage only and the remaining collisions had

non‐fatal injuries. Turning movement and sideswipe collisions comprised the majority of collision types at this

intersection with 17 and 12 respectively, followed by six angled and single motor vehicle unattended, four rear

end and the remaining split between approaching, and single motor vehicle other. Turning movement represent

right‐turning vehicles, likely due to vehicles entering and exiting the multiple private approaches and side street

of Palace Street. The sideswipe collisions are representative of road segments due to lane changes between

multiple lanes, around transit vehicles and on‐street parking. Weather conditions are not considered to have

influenced collisions along this section.

Table 10: Vanier Parkway Southbound between Montreal Road and McArthur Avenue Collision Summary

Number %


Classification

Fatality 0 0%



Initial Impact Type

Rear end 3 21%

Sideswipe 9 64%

Other 2 14%


Dry 12 86%

Wet 1 7%

Ice 1 7%



The Vanier Parkway segment in the southbound direction between Montreal Road and McArthur Avenue had a

total of 14 collisions during the 2014‐2018 time period. Thirteen collisions had property damage only and the

remaining collision had non‐fatal injuries. Sideswipes comprised the majority of collision types at this intersection

with nine collisions, followed by three rear end and two other collisions. Sideswipes are consistent with a

continuous segment of roadway as vehicles move between lanes. Weather conditions are not considered to have

influenced collisions along this section.

2.3 Planned Conditions

2.3.1 Changes to the Area Transportation Network The Transportation Master Plan identifies continuous bus lanes along Montreal Road within the Affordable and

Ultimate Network Concepts. In the Ultimate Network Concept, isolated transit priority measures are identified as

along North River Road between Montreal Road and McArthur Avenue, and along McArthur Avenue.

The Montreal Road Revitalization is a project that is currently underway and is scheduled to be completed during

2022. Major transportation‐related changes contained in this plan include changes to the cross‐section of

Montreal Road, east of Vanier Parkway as well as a review of transit stops and the addition of shelters along the


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arterial. The newly planned cross‐section includes two westbound lanes, one eastbound lane and cycling

tacks/lanes in both directions. Figure 9 illustrates examples of the changes anticipated to the area intersections.

Figure 9: Montreal Road Revitalization

2.3.2 Other Study Area Developments 337 Montgomery Street

The application includes a site plan for a six‐storey building proposed to be built‐out 2020 with 36 residential units,

one commercial unit and one office unit. This application did have a TIA.

20 Mark Avenue

The application includes a site plan proposing the replacement of a surface parking lot with a three‐storey

apartment building, adding residential 12 units to the site.

263 Greensway Avenue

The application includes a site plan proposing the construction of a six‐storey apartment building with 77

residential units on the site. The development is predicted to generate 21 new AM two‐way peak‐hour auto trips

and 24 new PM two‐way peak‐hour auto trips (Parsons, 2019).

10 McArthur Avenue

The application includes a site plan proposing the construction of a three‐storey, ten residential unit building. It is

assumed that no TIA is required for this site, similar to the 18 McArthur Avenue application.

18 McArthur Avenue

The application includes a site plane proposing the replacement of a surface parking lot with a three‐storey, ten

residential unit building. No TIA is required for this application.


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3 Study Area and Time Periods 3.1 Study Area The study area will include the intersections of:

Montreal Road at: o North River Road o Montgomery Street o Palace Street o Vanier Parkway o Hannah Street/Cody Avenue

Selkirk Street at North River Road

McArthur Avenue at: o Dundas Street o Marguerite Avenue o Vanier Parkway

The newly proposed site accesses

The intersections of Montreal Road at Olmstead Street, McArthur Avenue at North River Road, and Deschamps

Avenue at Vanier Parkway have been excluded from the analysis prescribed within the TIA Guidelines. While they

are within 400 metres of the site, the traffic impacts from the proposed development will be captured by the

upstream intersections examined and/or will only be impacted by through traffic from the proposed site.

3.2 Time Periods As the proposed development is composed entirely of residential units the AM and PM peak hours will be

examined.

3.3 Horizon Years The anticipated build‐out year is 2024. As a result, the full build‐out plus five years horizon year is 2029.

4 Exemption Review Table 11 summarizes the exemptions for this TIA.

Table 11: Exemption Review

Module Element Explanation Exempt/Required

Design Review Component

4.1 Development Design

4.1.2 Circulation and Access

Only required for site plans Required

4.2.3 New Street Networks

Only required for plans of subdivision Exempt

4.2 Parking 4.2.1 Parking Supply Only required for site plans Required

4.2.2 Spillover Parking Only required for site plans where parking supply is 15% below unconstrained demand

Exempt

Network Impact Component

4.5 Transportation Demand Management

All Elements Not required for site plans expected to have fewer than 60 employees and/or students on location at any given time

Required

4.6 Neighbourhood Traffic Management

4.6.1 Adjacent Neighbourhoods

Only required when the development relies on local or collector streets for access and total volumes exceed ATM capacity thresholds

Exempt


Page 20

Module Element Explanation Exempt/Required

4.8 Network Concept

Only required when proposed development generates more than 200 person‐trips during the peak hour in excess of equivalent volume permitted by established zoning

Exempt

5 Development Generated Travel Demand 5.1 Trip Generation and Travel Modes This TIA has been prepared using the vehicle and person trip rates for the high‐rise apartments using the TRANS

Trip Generation Study Report (2009).Table 12 summarizes the person trip rates for the proposed land use.

Table 12: Trip Generation Person Trip Rates

Dwelling Type Land Use Code

Peak Hour

Vehicle Trip Rate

Person Trip Rates

High‐rise Apartments 222

(TRANS)

AM 0.24 0.65

PM 0.27 0.68

Using the above Person Trip rates, the total person trip generation has been estimated. Table 13 below illustrates

the total person trip generation.

Table 13: Total Person Trip Generation

Land Use Units/ sq ft

AM Peak Hour PM Peak Hour

In Out Total In Out Total

High‐rise Apartments 591 92 292 384 249 153 402

Using the most recent National Capital Region Origin‐Destination survey (OD Survey), the existing mode shares

for Ottawa Inner have been summarized in Table 14.

Table 14: Mode Share – Ottawa East

Travel Mode Ottawa East

Auto Driver 55%

Auto Passenger 15%

Transit 20%

Cycling 4%

Walking 6%

Total 100%

Using the above mode shares and person trip rates the person trips by mode have been projected. Table 15

summarizes the trip generation by mode.

Table 15: Trip Generation by Mode

Travel Mode Mode Share AM Peak Hour PM Peak Hour

In Out Total In Out Total

Auto Driver 55% 51 161 211 137 84 221

Auto Passenger 15% 14 44 58 37 23 60

Transit 20% 18 58 77 50 31 80

Cycling 4% 4 12 15 10 6 16

Walking 6% 6 18 23 15 9 24

Total 100% 92 292 384 249 153 402

As shown above, 211 AM and 221 PM new peak hour two‐way vehicle trips are projected as a result of the

proposed development.


Page 21

5.2 Trip Distribution To understand the travel patterns of the subject development the OD Survey has been reviewed to determine the

travel for the residential development patterns were applied based on the build‐out of Ottawa East. Table 16

below summarizes the distributions.

Table 16: OD Survey Existing Mode Share – Ottawa East

To/From % of Trips

North 5%

South 30%

East 25%

West 40%

Total 100%

5.3 Trip Assignment Using the distribution outlined above, turning movement splits, and access to major transportation infrastructure,

the trips generated by the site have been assigned to the study area road network. Figure 10 illustrates the new

site generated volumes.

Figure 10: New Site Generation Auto Volumes


Page 22

6 Background Network Travel Demand 6.1 Transportation Network Plans The transportation network plans were discussed in Section 2.3.1 and have been incorporated into the road

network analysis but are not anticipated to impact the site, trip generation, or distribution.

6.2 Background Growth A review of the background projections from the City’s TRANS Regional Model for the 2011 and 2031 horizons

was completed to determine the background growth for the arterial network. Table 17 summarizes the results of

the model and the projections are provided in Appendix E.

Table 17: TRANS Regional Model Projections – 3Study Area Growth Rates

Street Direction Growth Percentage

Eastbound Westbound

Montreal 0.66% ‐0.30%

McArthur 1.15% 0.02%

Northbound Southbound

North River ‐2.05% 1.80%

Vanier 0.37% 0.68%

In general, the TRANS projections identify a growth rate the range of ‐2.0% to 1.8% in the study area. Therefore,

a growth rate of 1% will be applied to mainline volumes along Montreal Road and Vanier Parkway, and to all

movements at the major intersections of Montreal Road and Vanier Parkway, and McArthur Avenue and Vanier

Parkway.

6.3 Other Developments The other area developments are noted in Section 2.3.2. Either due to the development size, inactivity on the file

or lack of site plan application, most listed developments are not anticipated to unduly impact the study area

intersections beyond the applied background growth. 263 Greensway Avenue has been included in the

background conditions.

7 Demand Rationalization 7.1 2024 Future Background Intersection Operations Figure 11 illustrates the 2024 background volumes and Table 18 summarizes the background intersection

operations The level of service for signalized intersections is based on the TIA Guidelines for volume to capacity

ratio of the lane movements and HCM average delay for the overall intersection, and HCM average delay for

unsignalized intersections. The synchro worksheets for the 2024 are provided in Appendix F.


Page 23

Figure 11: 2024 Future Background Volumes

Table 18: 2024 Future Background Intersection Operations




Signalized

EBT/R A 0.51 14.4 64.5 B 0.64 19.4 109.1

WBT/R A 0.41 10.0 20.0 A 0.43 15.9 74.6

NBL B 0.69 33.1 53.5 D 0.82 42.4 82.9

NBT A 0.07 10.0 6.9 A 0.12 9.7 10.8

SB A 0.13 11.9 10.6 A 0.10 9.8 9.4

Overall B ‐ 15.1 ‐ C ‐ 21.5 ‐


Signalized

EBT/R A 0.21 0.6 2.1 A 0.27 1.0 2.5

WBL/T A 0.35 3.9 33.6 A 0.31 3.6 26.7

NBL A 0.09 30.4 7.9 A 0.30 44.2 213.9

NBR A 0.15 12.5 7.0 A 0.18 15.3 8.6

Overall A ‐ 3.1 ‐ A ‐ 4.2 ‐


Signalized

EBL A 0.30 51.0 21.0 A 0.32 50.1 25.7

EBT D 0.86 72.8 #130.9 E 0.95 86.9 #165.9

EBR E 0.95 65.7 #40.8 F 1.13 118.6 #60.3

WBL D 0.81 62.7 #64.9 F 1.17 166.1 #86.3

WBT/R B 0.66 40.0 102.2 A 0.55 34.8 75.0

NBL D 0.81 88.0 m74.8 D 0.85 84.8 m83.1

NBT A 0.50 35.9 64.9 A 0.53 29.1 m65.4

NBR A 0.29 12.0 m22.5 A 0.32 8.0 m17.2

SBL D 0.88 89.3 #102.5 C 0.71 75.8 60.6

SBT B 0.62 37.6 116.4 B 0.60 38.0 107.7

SBR A 0.23 5.6 14.4 A 0.17 3.9 8.5

Overall D ‐ 45.5 ‐ D ‐ 50.3 ‐


Page 24



Montreal Road & Hannah Street & Cody Avenue Signalized

EB B 0.62 10.3 96.1 C 0.78 16.4 #186.7

WB A 0.36 5.5 39.5 A 0.30 4.8 31.0

SB B 0.68 34.4 40.4 B 0.63 41.1 40.2

Overall B ‐ 10.9 ‐ B ‐ 14.0 ‐


WBL B 0.05 11.7 1.5 C 0.28 17.2 8.2

WBR A 0.04 9.7 0.75 B 0.08 11.3 1.5

NB ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐

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Overall A ‐ 0.9 ‐ A ‐ 2.4 ‐


EB A 0.01 8.8 0 A 0.01 8.6 0

WB ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐

SBL/R B 0.07 14.8 1.5 C 0.13 21.5 3.0

Overall A ‐ 0.6 ‐ A ‐ 0.8 ‐


Signalized

EBT/R A 0.28 6.1 39.5 A 0.43 7.1 70.3

WBL/T A 0.37 7.3 m51.7 A 0.35 6.4 49.3

NBL A 0.03 20.1 3.9 A 0.07 23.4 7.1

NBR A 0.1 8.5 5.5 A 0.17 8.4 7.7

Overall A ‐ 7.0 ‐ A ‐ 7.2 ‐


Signalized

EBL A 0.26 69.9 22.1 A 0.46 73.5 30.4

EBT A 0.37 47.3 46.9 B 0.69 61.7 97.5

EBR B 0.64 19.0 53.0 F 1.01 69.9 #152.4

WBL C 0.74 77.5 44.8 F 1.29 204.7 #94.5

WBT A 0.55 55.7 75.4 A 0.55 53.9 86.1

WBR A 0.29 8.1 12.8 A 0.39 8.8 19.8

NBL E 0.94 101.9 #124.1 D 0.83 82.8 #91.1

NBT C 0.77 40.2 175.7 E 0.90 48.3 #220.2

NBR A 0.33 6.0 20.7 A 0.38 7.3 27.0

SBL C 0.77 87.1 m61.1 C 0.74 80.6 m52.0

SBT E 0.96 51.4 m#221.1 F 1.01 66.2 m#210.6

SBR A 0.10 2.6 m2.2 A 0.12 2.2 m2.5

Overall D ‐ 47.3 ‐ E ‐ 66.1 ‐


The intersection operations for the 2024 future background horizon in the study area generally operate

satisfactorily during the peak hours, notably with various movements of the two Vanier Parkway intersections

experiencing capacity, delay, and queuing issues similar to the existing conditions.

The intersection of Montreal Road and Vanier Parkway is expected to see a drop in the level of service and

increased delays and queuing in the eastbound and westbound directions due to the geometric changes along

Montreal Road. The decrease in level of service and changes to both delays and queuing at the intersection of

McArthur Road and Vanier Parkway are incremental due to the background growth.

7.2 2029 Future Background Intersection Operations Figure 12 illustrates the 2029 background volumes and Table 19 summarizes the background intersection

operations. The level of service for signalized intersections is based on the TIA Guidelines for volume to capacity

ratio of the lane movements and HCM average delay for the overall intersection, and HCM average delay for

unsignalized intersections. The synchro worksheets for the 2029 horizons are provided in Appendix G.


Page 25

Figure 12: 2029 Future Background Volumes

Table 19: 2029 Future Background Intersection Operations




Signalized

EBT/R A 0.57 15.5 54.3 C 0.75 24.1 #145.3

WBT/R A 0.46 10.6 37.4 A 0.50 18.5 86.4

NBL C 0.75 35.7 34.3 D 0.84 42.0 91.3

NBT A 0.07 10.0 1.4 A 0.12 8.8 10.4

SB A 0.12 11.8 3.3 A 0.10 8.9 9.0

Overall B ‐ 16.1 ‐ C ‐ 24.5 ‐


Signalized

EBT/R A 0.23 0.6 2.1 A 0.29 1.0 2.8

WBL/T A 0.38 4.1 38.0 A 0.34 3.8 30.2

NBL A 0.09 30.4 7.9 A 0.30 44.2 21.9

NBR A 0.15 12.5 7.0 A 0.18 15.3 8.6

Overall A ‐ 3.2 ‐ A ‐ 4.1 ‐


Signalized

EBL A 0.39 56.2 23.5 A 0.38 53.4 28.4

EBT E 0.92 81.7 #152.7 F 1.03 103.3 #191.2

EBR F 1.05 92.7 #51.7 F 1.25 163.3 #73.5

WBL E 0.98 95.7 #78.8 F 1.46 275.8 #102.2

WBT/R C 0.72 41.8 116.2 B 0.60 36.3 85.1

NBL D 0.85 87.8 m74.3 D 0.89 83.5 m83.6

NBT A 0.57 39.6 71.4 B 0.61 32.5 m65.7

NBR A 0.32 13.0 m21.4 A 0.36 8.2 m15.9

SBL E 0.93 97.1 #117.4 C 0.73 75.5 65.5

SBT C 0.71 40.9 131.9 B 0.69 41.3 121.6

SBR A 0.27 10.5 23.7 A 0.20 5.1 10.8

Overall D ‐ 51.2 ‐ E ‐ 59.9 ‐


Page 26



Montreal Road & Hannah Street & Cody Avenue Signalized

EB B 0.67 11.8 115.8 D 0.85 21.3 #235.4

WB A 0.39 5.8 44.8 A 0.33 5.0 34.8

SB B 0.68 34.4 40.4 B 0.63 41.1 40.2

Overall B ‐ 11.3 ‐ B ‐ 16.2 ‐


WBL B 0.05 12.2 1.5 C 0.31 19 9.8

WBR A 0.04 9.9 7.5 B 0.08 11.7 2.2

NB ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐

SB ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐

Overall A ‐ 0.9 ‐ A ‐ 2.4 ‐


EB A 0.01 8.9 0 A 0.01 8.7 0

WB ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐

SBL/R C 0.07 15.7 1.5 C 0.15 23.9 3.8

Overall A ‐ 0.5 ‐ A ‐ 0.8 ‐


Signalized

EBT/R A 0.31 6.3 44.3 A 0.47 7.7 81.8

WBL/T A 0.40 8.5 m56.9 A 0.38 6.7 55.8

NBL A 0.03 20.1 3.9 A 0.07 23.4 7.1

NBR A 0.10 8.5 5.5 A 0.17 8.4 7.7

Overall A ‐ 7.7 ‐ A ‐ 7.6 ‐


Signalized

EBL A 0.27 69.8 23.5 A 0.51 75.8 32.8

EBT A 0.40 48.2 50.9 C 0.76 66.1 #112.6

EBR C 0.71 24.2 66.3 F 1.12 105.0 #184.9

WBL C 0.79 80.6 #52.5 F 1.42 255.2 #106.4

WBT B 0.60 57.6 83.1 B 0.61 56.0 95.1

WBR A 0.32 9.9 16.5 A 0.41 8.7 20.7

NBL E 0.97 105.7 #139.6 D 0.88 87.1 #105.4

NBT D 0.86 45.7 #216.4 F 1.01 67.0 #259.8

NBR A 0.37 7.7 27.8 A 0.42 9.4 34.6

SBL D 0.83 86.8 m61.5 C 0.78 78.0 m52.8

SBT F 1.10 90.8 m#254.4 F 1.14 110.6 m#236.9

SBR A 0.12 4.2 m3.0 A 0.14 3.3 m2.8

Overall E ‐ 62.2 ‐ F ‐ 90.6 ‐


The intersection operations for the 2029 future background horizon see an incremental decrease in overall

operations from the 2024 future background conditions consistent with the incremental increase of background

traffic. It is noted that the delay at the McArthur Road and Vanier Parkway intersection see the overall delay for

the intersection increase beyond 80 seconds and has a level of service F.

8 Next Steps Following the circulation and review of this Forecasting Report, any outstanding comments will be addressed

within the context of the site plan submission and the Strategy Report. Following the completion of the remaining

TIA Steps and sign‐off has been received from City Transportation Project Manager, a signed and stamped final

report will be provided to City staff.

Appendix A

TIA Screening Form and PM Certification Form

13 Markham Avenue

Ottawa ON K2G 3Z1

City of Ottawa 2017 TIA Guidelines Date: 19‐Nov‐19

Step 1 ‐ Screening Form Project Number: 2019‐69

Project Reference: Aggarwal ‐ 112 Montreal Rd

Municipal Address

Description of Location

Land Use Classification

Development Size

Accesses

Phase of Development

Buildout Year

TIA Requirement

Land Use Type

Development Size 605 Units

Trip Generation Trigger Yes

Does the development propose a new driveway to a boundary street that is

designated as part of the City’s Transit Priority, Rapid Transit or Spine

Bicycle Networks?

Yes

Is the development in a Design Priority Area (DPA) or Transit‐oriented

Development (TOD) zone?Yes

Location Trigger Yes

Are posted speed limits on a boundary street 80 km/hr or greater? No

Are there any horizontal/vertical curvatures on a boundary street limits

sight lines at a proposed driveway?No

Is the proposed driveway within the area of influence of an adjacent traffic

signal or roundabout (i.e. within 300 m of intersection in rural conditions,

or within 150 m of intersection in urban/ suburban conditions)?

No

Is the proposed driveway within auxiliary lanes of an intersection? No

Does the proposed driveway make use of an existing median break that

serves an existing site?No

Is there is a documented history of traffic operations or safety concerns on

the boundary streets within 500 m of the development?Yes

Does the development include a drive‐thru facility? No

Safety Trigger Yes

1.1 Description of Proposed Development

1.2 Trip Generation Trigger

112 Montreal Road

Ward 12 ‐ PIN: 042370019 PLAN 29 LOT 5 PT LOT 6‐7

BLK;2 LOT 88 & PT LOT 40 41 PLAN;49 RP4R‐6112 PT 1

TOG WIT;ROW

Tradditional Mainstreet (TM(2363) F(3.5) S365‐h

1.3 Location Triggers

605 apartment units, 606 parking, 303 bike spaces

1.4. Safety Triggers

Full TIA Required

One on Palace Street, One on Vanier Parkway

Single phase

2024

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605

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.

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.

MIX

ED B

USH &

TREE

S

MIX

ED B

USH &

TRE

ES

#319

1 STOREY COMMERCIAL BUILDING

FIRE LANE

FIRE LANE

MOVING TRUCKDROP OFF

201-

4 BE

ECHW

OO

D AV

ENUE

, O

TTAW

A, O

NTAR

IO, C

ANAD

A K1

L8L9

TEL:

613

228

985

0. F

AX 6

13 2

28 9

848.

mai

lbox

@w

oodm

anar

chite

ct.c

om

N

SITE

PLA

N

1:35

0

City Of Ottawa Infrastructure Services and Community Sustainability

Planning and Growth Management 110 Laurier Avenue West, 4th fl.

Ottawa, ON K1P 1J1 Tel. : 613-580-2424 Fax: 613-560-6006

Ville d'Ottawa Services d 'infrastructure et Viabilité des collectivités

Urbanisme et Gestion de la croissance 110, avenue Laurier Ouest

Ottawa (Ontario) K1P 1J1 Tél. : 613-580-2424 Télécopieur: 613-560-6006

TIA Plan Reports

On 14 June 2017, the Council of the City of Ottawa adopted new Transportation Impact

Assessment (TIA) Guidelines. In adopting the guidelines, Council established a requirement

for those preparing and delivering transportation impact assessments and reports to sign a

letter of certification.

Individuals submitting TIA reports will be responsible for all aspects of development-related

transportation assessment and reporting, and undertaking such work, in accordance and

compliance with the City of Ottawa’s Official Plan, the Transportation Master Plan and the

Transportation Impact Assessment (2017) Guidelines.

By submitting the attached TIA report (and any associated documents) and signing this

document, the individual acknowledges that s/he meets the four criteria listed below.

CERTIFICATION

1. I have reviewed and have a sound understanding of the objectives, needs and

requirements of the City of Ottawa’s Official Plan, Transportation Master Plan and the

Transportation Impact Assessment (2017) Guidelines;

2. I have a sound knowledge of industry standard practice with respect to the preparation

of transportation impact assessment reports, including multi modal level of service

review;

3. I have substantial experience (more than 5 years) in undertaking and delivering

transportation impact studies (analysis, reporting and geometric design) with strong

background knowledge in transportation planning, engineering or traffic operations;

and 4. I am either a licensed1 or registered2 professional in good standing, whose field of

expertise [check √ appropriate field(s)] is either transportation engineering √ or

transportation planning □. 1,2 License of registration body that oversees the profession is required to have a code of conduct and

ethics guidelines that will ensure appropriate conduct and representation for transportation planning

and/or transportation engineering works.

TIS REPORTS-PreQualification Letter/rc

Dated at ___Ottawa__________ this __20__ day of ________September________, 2018.

(City)

Name: ___________Andrew Harte_____________________________

(Please Print)

Professional Title: _________Professional Engineer___________________________

___________________________________________________________

Signature of Individual certifier that s/he meets the above four criteria

Office Contact Information (Please Print)

Address: 13 Markham Avenue

City / Postal Code: Ottawa / K2G 3Z1

Telephone / Extension: (613) 697-3797

E-Mail Address: [email protected]

Appendix B

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7 o

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ing

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emen

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nspo

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on

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0Total

Page

8 o

f 8N

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ber

22, 2

019

Turn

ing

Mov

emen

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mm

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and

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Autom

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Truc

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real

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Appr

oach

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Inte

rsec

tion

2182

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)

2182

(B)

Mont

real

Rd.

Mont

real

Road

& P

alace

Stre

etVa

nier

, ON

N/ATu

esda

y, 26

Nov

embe

r 201

90

0730

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ty o

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Mont

real

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ted

on: 1

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y: th

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ffics

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Heav

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0

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ay so

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north

ound

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e eve

ning p

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East

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1600

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175

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)

Mont

real

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alace

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etVa

nier

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N/A

Tues

day,

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ovem

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019

007

30-0

930 &

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04

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vey

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ttawa

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real

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Mont

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avy v

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e tot

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RE

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n th

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sum

mar

y and

flow

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ted

on: 1

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ed b

y: th

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ffics

peci

alis

t@gm

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ary:

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vy V

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ing

Mov

emen

t Cou

ntB

icyc

le S

umm

ary

Flow

Dia

gram

00

00

0 36 1 0

0 0 28 2

01

00

N/A

LTST

RTUT

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otLT

STRT

UTS.

Tot

LTST

RTUT

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ST

RTUT

S. T

otG.

Tot.

00

00

00

50

05

00

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00

00

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00

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00

00

00

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016

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20

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30

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e Per

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tal

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real

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Mont

real

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Palace St.

1700

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0To

tals

Com

men

ts:

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e Stre

et is

one w

ay so

uthbo

und a

nd th

ere w

as 1

north

ound

right

turn t

o Mon

treal

Road

. Dur

ing th

e eve

ning p

ortio

n of th

e tra

ffic co

unt a

nd

occa

siona

lly in

the m

ornin

g eas

tboun

d tra

ffic ba

cks u

p fro

m the

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ier P

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of tot

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real

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37(D

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cle V

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n30

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)

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repr

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cycle

s

Mont

real

Road

& P

alace

Stre

etVa

nier

, ON

N/ATu

esda

y, 26

Nov

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r 201

90

0730

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ur S

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ard ►

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17

23

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s (In

cludin

g elec

tric b

icycle

s and

ele

ctric

scoo

ters)

Note

: Bi

cycle

volum

es ar

e NOT

inclu

ded

in ve

hicle

totals

.

Inclu

des a

ll bicy

cles

trave

lling

on si

dewa

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All P

edes

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ssin

gs

232

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ted

on: 1

1/28

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epar

ed b

y: th

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ffics

peci

alis

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ary:

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s

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ing

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men

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0

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me P

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ide C

ross

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East

Sid

e Cro

ssin

gSo

uth

Side

Cro

ssin

gNo

rth S

ide C

ross

ing

Gran

dMo

ntre

al Rd

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ntre

al Rd

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lace S

t.N/

A

N/A

Montreal Rd.

Montreal Rd.

Gran

d To

tal

17

23

272

Pede

stria

n Cr

ossin

gs

Palac

e Stre

et is

one w

ay so

uthbo

und a

nd th

ere w

as 1

north

ound

right

turn t

o Mon

treal

Road

. Dur

ing th

e eve

ning p

ortio

n of th

e tra

ffic co

unt a

nd

occa

siona

lly in

the m

ornin

g eas

tboun

d tra

ffic ba

cks u

p fro

m the

Van

ier P

arkw

ay.

Mont

real

Road

& P

alace

Stre

etVa

nier

, ON

Tues

day,

26 N

ovem

ber 2

019

0730

-093

0 & 16

00-1

800

N/A

4Ho

ur S

urve

y

232

Palac

e St.

City

of O

ttawa

War

d ►

12

Ped

estr

ian

C Cro

ssin

gs

Not

e Th

e valu

es in

the

sum

mar

y tab

le be

low an

d the

flow

diagr

am re

pres

ent th

e num

ber o

f ped

estria

n cro

ssings

NOT

the n

umbe

r of in

dividu

al pe

destr

ians c

ross

ing.

For

exam

ple, s

ome p

edes

trians

will

cross

one

ap

proa

ch, th

en an

othe

r to

reac

h the

ir des

tinat

ion.

Acco

rding

ly, on

e ped

estria

n cro

ssing

two a

ppro

ache

s wi

ll be r

ecor

ded a

s two

cros

sings

.

Print

ed on

: 11/2

8/201

9Pr

epar

ed by

: thetr

affics

pecia

list@

gmail

.com

Summ

ary:

Pede

strian

Cro

ssing

s

Turn

ing

Mov

emen

t Cou

ntSu

mm

ary

Rep

ort

AAD

T an

d Ex

pans

ion

Fact

ors

Auto

mob

iles,

Taxis

,Li

ght T

ruck

s, Va

ns,

SUV'

s, Mo

torc

ycles

,He

avy T

ruck

s, Bu

ses,

and

Scho

ol B

uses

1.04

Hrs.

Tim

e Pe

riod

LTST

RTUT

E/B

Tot

LTST

RTUT

W/B

To

tSt

reet

To

tal

LTST

RTUT

N/B

Tot

LT

STRT

UTS/

B To

tSt

reet

To

tal

Gran

d To

tal

0730

-080

00

189

40

193

628

80

029

448

70

00

00

00

00

00

487

0800

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00

385

90

394

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50

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560

00

00

00

00

00

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00

224

20

226

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50

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251

80

01

01

00

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00

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4927

Equ.

12 H

rn/a

n/an/a

n/an/

an/a

n/an/a

n/an/

an/

an/a

n/an/a

n/an/

an/a

n/an/a

n/an/

an/

an/

a

1.0AA

DT 12

-hr

n/an/a

n/an/a

n/a

n/an/a

n/an/a

n/a

n/a

n/an/a

n/an/a

n/a

n/an/a

n/an/a

n/a

n/a

n/a

AADT

24 H

rn/a

n/an/a

n/an/

an/a

n/an/a

n/an/

an/

an/a

n/an/a

n/an/

an/a

n/an/a

n/an/

an/

an/

a

AM P

eak H

rLT

STRT

UTTO

TLT

STRT

UTTO

TS.

TOT

LTST

RTUT

TOT

LTST

RTUT

TOT

S.TO

TG.

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0800

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00

385

90

394

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50

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00

00

00

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00

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1600

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00

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00

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00

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Note

s:

East

boun

dW

estb

ound

North

boun

dSo

uthb

ound

24-H

our A

ADT.

The

se vo

lum

es ar

e calc

ulat

ed b

y mul

tiplyi

ng th

e ave

rage

dail

y 12-

hour

vehi

cle vo

lum

es b

y the

12

24 ex

pans

ion

fact

or o

f 1.31

EEqu

ival

ent

12 &

24-

hour

Veh

icle

Vol

umes

Inc

ludi

ng t

he A

nnua

l Ave

rage

Dai

ly T

raff

ic (

AA

DT

) Fa

ctor

AA

pplic

able

to

the

Day

and

Mon

th o

f th

e T

urni

ng M

ovem

ent

Cou

nt

Exp

ansi

on f

acto

rs a

re a

pplie

d ex

clus

ivel

y to

sta

ndar

d w

eekd

ay 8

-hou

r tu

rnin

g m

ovem

ent

coun

ts

cond

ucte

d du

ring

the

hou

rs o

f 07

00h

- 100

0h, 1

130h

- 13

30h

and

1500

h - 1

800h

Equi

valen

t 12-

hour

vehi

cle vo

lum

es. T

hese

volu

mes

are c

alcul

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ultip

lying

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8 12

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nsio

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ctor

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.39

2.Whe

n exp

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n and

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T fac

tors a

re ap

plied

, the r

esult

s will

differ

sligh

tly du

e to r

ound

ing.

PM P

eak H

our F

acto

r Hi

ghes

t Hou

rly V

ehicl

e Vol

ume B

etwe

en 15

00h

& 18

00h

Com

men

ts:

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e Stre

et is

one w

ay so

uthbo

und a

nd th

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as 1

north

ound

right

turn t

o Mon

treal

Road

. Dur

ing th

e eve

ning p

ortio

n of th

e tra

ffic co

unt a

nd

occa

siona

lly in

the m

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g eas

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cks u

p fro

m the

Van

ier P

arkw

ay.

0.91

0.91

Aver

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aily 1

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hicle

volu

mes

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lum

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e calc

ulat

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y mul

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ng th

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ivalen

t 12-

hour

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ls by

the A

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fact

or o

f:

1. Inc

ludes

all v

ehicl

e typ

es ex

cept

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lectric

bicy

cles,

and e

lectric

scoo

ters.

AM P

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our F

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t Hou

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etwe

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00h

& 10

00h

AAA

DT

and

exp

ansi

on f

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rs p

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ded

by t

he C

ity

of O

ttaw

a

Mont

real

Road

& P

alace

Stre

etVa

nier

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Surv

ey D

ate:

Tu

esda

y, 26

Nov

embe

r 201

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art T

ime:

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tor:

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Over

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er P

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atio

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Mont

real

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Mont

real

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e St.

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ted

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2 o

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Page

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19-A

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1 o

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Turn

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AM

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Truc

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r

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mar

y - A

M Pe

ak H

r.Su

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PM

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45-1

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282

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Mont

real

Rd.

(A+B

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)

Mont

real

Rd.

(A+B

+C+D

)

4615

3125

Hannah St.

Hannah St.

316

11

8

AM P

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our F

low

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ram

PM P

eak H

our F

low

Diag

ram

Cody Ave.

0

137

0(C

)

84

51

137

Tota

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7

2465

2981

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l Vol

ume

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6061

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oach

ing

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rsec

tion

2635

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)

2635

(B)

Mont

real

Rd.

Cody

Ave

nue/H

anna

h St

reet

& M

ontre

al Ro

adVa

nier

, ON

Hannah St.Tu

esda

y, 26

Nov

embe

r 201

911

0507

30-0

930 &

1600

-180

0(A

)62

747

84

Hour

Sur

vey

City

of O

ttawa

War

d ►

1262

7

Mont

real

Rd.

All P

edes

trian

Cro

ssin

gs

51

All

Veh

icle

s (E

xcep

t Bicy

cles &

Elec

tric S

coot

ers)

187

Prin

ted

on: 1

2/11

/201

9Pr

epar

ed b

y: th

etra

ffics

peci

alis

t@gm

ail.c

omFl

ow D

iagr

ams:

AM

PM

Pea

k

Turn

ing

Mov

emen

t Cou

ntB

icyc

le S

umm

ary

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gram

11

20

2 27 1 0

0 3 25 0

00

00

305

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RTUT

S. T

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UTS.

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01

00

10

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06

00

00

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repr

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Ave

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anna

h St

reet

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ontre

al Ro

adVa

nier

, ON

Hannah St.

Tues

day,

26 N

ovem

ber 2

019

907

30-0

930 &

1600

-180

0(A

)4

54

Hour

Sur

vey

City

of O

ttawa

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d ►

124

Mont

real

Rd.

Mont

real

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28(D

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men

ts:

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s one

way

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d.

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1600

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0

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ound

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real

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Mont

real

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84

51

Bic

ycle

s (In

cludin

g elec

tric b

icycle

s and

ele

ctric

scoo

ters)

Note

: Bi

cycle

volum

es ar

e NOT

inclu

ded

in ve

hicle

totals

.

Inclu

des a

ll bicy

cles

trave

lling

on si

dewa

lks.

All P

edes

trian

Cro

ssin

gs

187

Prin

ted

on: 1

2/11

/201

9Pr

epar

ed b

y: th

etra

ffics

peci

alis

t@gm

ail.c

omSu

mm

ary:

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s

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ing

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men

t Cou

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rian

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mar

yan

d Fl

ow D

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ts:

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Cro

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gNo

rth S

ide C

ross

ing

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dMo

ntre

al Rd

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ntre

al Rd

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dy A

ve.

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ah S

t.

305

Montreal Rd.

Montreal Rd.

Gran

d To

tal

84

51

627

Pede

stria

n Cr

ossin

gs

Cody

Ave

nue i

s one

way

south

boun

d.

Cody

Ave

nue/H

anna

h St

reet

& M

ontre

al Ro

adVa

nier

, ON

Tues

day,

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ovem

ber 2

019

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0 & 16

00-1

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Hann

ah S

t.4

Hour

Sur

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187

Cody

Ave

.

City

of O

ttawa

War

d ►

12

Ped

estr

ian

C Cro

ssin

gs

Not

e Th

e valu

es in

the

sum

mar

y tab

le be

low an

d the

flow

diagr

am re

pres

ent th

e num

ber o

f ped

estria

n cro

ssings

NOT

the n

umbe

r of in

dividu

al pe

destr

ians c

ross

ing.

For

exam

ple, s

ome p

edes

trians

will

cross

one

ap

proa

ch, th

en an

othe

r to

reac

h the

ir des

tinat

ion.

Acco

rding

ly, on

e ped

estria

n cro

ssing

two a

ppro

ache

s wi

ll be r

ecor

ded a

s two

cros

sings

.

Print

ed on

: 11/2

8/201

9Pr

epar

ed by

: thetr

affics

pecia

list@

gmail

.com

Summ

ary:

Pede

strian

Cro

ssing

s

Turn

ing

Mov

emen

t Cou

ntH

eavy

Veh

icle

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mar

yFl

ow D

iagr

am

41

30

510

5 1 0

0 12 85 1

00

00

305

LTST

RTUT

S. T

otLT

STRT

UTS.

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LTST

RTUT

S. T

otLT

ST

RTUT

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otG.

Tot.

112

00

130

181

019

00

00

00

00

00

325

240

029

036

10

370

00

00

11

20

470

315

00

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151

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00

00

01

00

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10

200

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t

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tal T

raffic

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00-0

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187

627

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0

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(C)

84

Cody

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nue i

s one

way

south

boun

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real

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Mont

real

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nnah

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e Per

iod

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proa

chin

g In

ters

ectio

n98

(A+B

+C+D

)

98(B

)

Cody

Ave

nue/H

anna

h St

reet

& M

ontre

al Ro

adVa

nier

, ON

Hannah St.

Tues

day,

26 N

ovem

ber 2

019

2507

30-0

930 &

1600

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0(A

)8

174

Hour

Sur

vey

City

of O

ttawa

War

d ►

128

Mont

real

Rd.

Mont

real

Rd.

All P

edes

trian

Cro

ssin

gs

84

51

Hea

vy V

ehic

les

(Con

struc

tion V

ehicl

es, H

eavy

Tr

ucks

, Bus

es &

Sch

ool B

uses

). He

avy v

ehicl

e tot

als A

RE

inclu

ded i

n th

e all v

ehicl

es

sum

mar

y and

flow

diag

ram

s.

187

Prin

ted

on: 1

2/11

/201

9Pr

epar

ed b

y: th

etra

ffics

peci

alis

t@gm

ail.c

omSu

mm

ary:

Hea

vy V

ehic

les

Turn

ing

Mov

emen

t Cou

ntSu

mm

ary

Rep

ort

AAD

T an

d Ex

pans

ion

Fact

ors

Auto

mob

iles,

Taxis

,Li

ght T

ruck

s, Va

ns,

SUV'

s, Mo

torc

ycles

,He

avy T

ruck

s, Bu

ses,

and

Scho

ol B

uses

1.04

Hrs.

Tim

e Pe

riod

LTST

RTUT

E/B

Tot

LTST

RTUT

W/B

To

tSt

reet

To

tal

LTST

RTUT

N/B

Tot

LT

STRT

UTS/

B To

tSt

reet

To

tal

Gran

d To

tal

0730

-080

020

224

30

247

236

413

037

962

60

00

00

2310

500

8383

709

0800

-090

070

458

100

538

178

015

079

613

340

00

00

5035

112

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719

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3109

00-0

930

3625

78

030

15

274

130

292

593

00

00

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847

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7066

3

1600

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097

658

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768

264

148

069

114

590

00

00

5414

550

123

123

1582

1700

-180

011

665

78

078

12

589

500

641

1422

00

00

069

1669

015

415

415

76To

tals

339

2254

420

2635

1226

4813

90

2799

5434

00

00

021

183

333

062

762

760

61

Equ.

12 H

rn/a

n/an/a

n/an/

an/a

n/an/a

n/an/

an/

an/a

n/an/a

n/an/

an/a

n/an/a

n/an/

an/

an/

a

1.0AA

DT 12

-hr

n/an/a

n/an/a

n/a

n/an/a

n/an/a

n/a

n/a

n/an/a

n/an/a

n/a

n/an/a

n/an/a

n/a

n/a

n/a

AADT

24 H

rn/a

n/an/a

n/an/

an/a

n/an/a

n/an/

an/

an/a

n/an/a

n/an/

an/a

n/an/a

n/an/

an/

an/

a

AM P

eak H

rLT

STRT

UTTO

TLT

STRT

UTTO

TS.

TOT

LTST

RTUT

TOT

LTST

RTUT

TOT

S.TO

TG.

TOT

0800

-090

070

458

100

538

178

015

079

613

340

00

00

5035

112

019

719

715

31

PM P

eak H

rLT

STRT

UTTO

TLT

STRT

UTTO

TS.

TOT

LTST

RTUT

TOT

LTST

RTUT

TOT

S.TO

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1645

-174

511

466

17

078

23

603

450

651

1433

00

00

071

1571

015

715

715

90

Note

s:

East

boun

dW

estb

ound

North

boun

dSo

uthb

ound

24-H

our A

ADT.

The

se vo

lum

es ar

e calc

ulat

ed b

y mul

tiplyi

ng th

e ave

rage

dail

y 12-

hour

vehi

cle vo

lum

es b

y the

12

24 ex

pans

ion

fact

or o

f 1.31

EEqu

ival

ent

12 &

24-

hour

Veh

icle

Vol

umes

Inc

ludi

ng t

he A

nnua

l Ave

rage

Dai

ly T

raff

ic (

AA

DT

) Fa

ctor

AA

pplic

able

to

the

Day

and

Mon

th o

f th

e T

urni

ng M

ovem

ent

Cou

nt

Exp

ansi

on f

acto

rs a

re a

pplie

d ex

clus

ivel

y to

sta

ndar

d w

eekd

ay 8

-hou

r tu

rnin

g m

ovem

ent

coun

ts

cond

ucte

d du

ring

the

hou

rs o

f 07

00h

- 100

0h, 1

130h

- 13

30h

and

1500

h - 1

800h

Equi

valen

t 12-

hour

vehi

cle vo

lum

es. T

hese

volu

mes

are c

alcul

ated

by m

ultip

lying

the 8

-hou

r tot

als b

y the

8 12

expa

nsio

n fa

ctor

of 1

.39

2.Whe

n exp

ansio

n and

AAD

T fac

tors a

re ap

plied

, the r

esult

s will

differ

sligh

tly du

e to r

ound

ing.

PM P

eak H

our F

acto

r Hi

ghes

t Hou

rly V

ehicl

e Vol

ume B

etwe

en 15

00h

& 18

00h

Com

men

ts:

Cody

Ave

nue i

s one

way

south

boun

d.

0.91

0.95

Aver

age d

aily 1

2-ho

ur ve

hicle

volu

mes

. The

se vo

lum

es ar

e calc

ulat

ed b

y mul

tiplyi

ng th

e equ

ivalen

t 12-

hour

tota

ls by

the A

ADT

fact

or o

f:

1. Inc

ludes

all v

ehicl

e typ

es ex

cept

bicyc

les, e

lectric

bicy

cles,

and e

lectric

scoo

ters.

AM P

eak H

our F

acto

r Hi

ghes

t Hou

rly V

ehicl

e Vol

ume B

etwe

en 07

00h

& 10

00h

AAA

DT

and

exp

ansi

on f

acto

rs p

rovi

ded

by t

he C

ity

of O

ttaw

a

Cody

Ave

nue/H

anna

h St

reet

& M

ontre

al Ro

adVa

nier

, ON

Surv

ey D

ate:

Tu

esda

y, 26

Nov

embe

r 201

9St

art T

ime:

0730

AADT

Fac

tor:

Hann

ah S

t.Ov

erca

st +1

0ºC

Wea

ther

PM:

Wea

ther

AM:

Over

cast

+5ºC

Surv

ey D

urat

ion:

Surv

ey H

ours

:07

30-0

930 &

1600

-180

0Su

rvey

or(s

):Ca

rmod

yMo

ntre

al Rd

.Mo

ntre

al Rd

.Co

dy A

ve.

Prin

ted

on: 1

2/11

/201

9Pr

epar

ed b

y: th

etra

ffics

peci

alis

t@gm

ail.c

omSu

mm

ary:

All

Vehi

cles

Turn

ing

Mov

emen

t Cou

ntSu

mm

ary,

AM

and

PM

Pea

k H

our

Flow

Dia

gram

s

Autom

obile

s, Ta

xis, L

ight

Truc

ks, V

ans,

SUV'

s,Mo

torcy

cles,

Heav

y Tru

cks,

Buse

s, an

d Sch

ool B

uses

016

940

0

163 0

223 0

0 0 0 0

00

1222

15

02

(A)

397

268

(A)

454

474

397

454

039

70

03

045

40

02

0(D

)61

0(D

)16

4

00

034

049

00

069

30

6162

00

010

430

164

164

027

011

50

0

0(B

)1

0(B

)0

00

234

10

042

50

235

425

424

(C)

235

569

(C)

425

Peak

Hr.

Peak

Hr.

Volum

eVo

lume

PHF

PHF

Selki

rk S

t.

North

Rive

r Roa

d &

Selki

rk S

treet

Vani

er, O

N

North River Rd.

Tues

day,

26 N

ovem

ber 2

019

3079

0730

-093

0 & 16

00-1

800

(A)

1694

1385

4Ho

ur S

urve

yCi

ty o

f Otta

wa W

ard ►

1216

94

N/A

1

0(D

)38

6To

tal V

olum

e38

60

3303

387

Appr

oach

ing

Inte

rsec

tion

0(A

+B+C

+D)

0(B

)

AM P

eak H

our F

low

Diag

ram

PM P

eak H

our F

low

Diag

ram

North River Rd.

1223

1917

1223

(C)

N/A

292

3140

Tota

l30

69

North River Rd.

665

N/A

N/A

(A+B

+C+D

)

Selki

rk S

t.

(A+B

+C+D

)

659

693

994

North River Rd.

North River Rd.

928

N/A

90

1043

0.95

0.96

North River Rd.

Selki

rk S

t.

Sum

mar

y - A

M Pe

ak H

r.Su

mm

ary -

PM

Peak

Hr.

0800

-090

016

00-1

700

N/A

66

Pede

stria

n Cr

ossin

gsPe

dest

rian

Cros

sings

Durin

g AM

Peak

Hou

rDu

ring P

M Pe

ak H

our

All P

edes

trian

Cro

ssin

gs

292

All

Veh

icle

s (E

xcep

t Bicy

cles &

Elec

tric S

coot

ers)

9

Prin

ted

on: 1

1/28

/201

9Pr

epar

ed b

y: th

etra

ffics

peci

alis

t@gm

ail.c

omFl

ow D

iagr

ams:

AM

PM

Pea

k

Turn

ing

Mov

emen

t Cou

ntB

icyc

le S

umm

ary

Flow

Dia

gram

020

00

0 0 0 0

0 0 0 0

00

350

5

LTST

RTUT

S. T

otLT

STRT

UTS.

Tot

LTST

RTUT

S. T

otLT

ST

RTUT

S. T

otG.

Tot.

00

00

00

00

00

01

00

10

40

04

50

00

00

00

00

00

50

05

02

00

27

00

00

00

00

00

02

00

20

10

01

3

00

00

00

00

00

011

00

110

40

04

150

00

00

00

00

00

160

016

09

00

925

00

00

00

00

00

035

00

350

200

020

55

0730

-080

0

292

East

boun

dW

estb

ound

North

boun

dSo

uthb

ound

Tim

e Per

iod

55To

tal

930

6N/

ASe

lkirk

St.

North

Rive

r Rd.

North

Rive

r Rd.

North River Rd.

1700

-180

0To

tals

Com

men

ts:

Selki

rk St

reet

is on

e way

wes

tboun

d. On

e nor

thbou

nd he

avy v

ehicl

e tur

ned r

ight fr

om N

orth

Rive

r Roa

d. So

uthbo

und t

raffic

back

s up f

rom

McAr

thur

Aven

ue, p

rimar

ily du

ring t

he ev

ening

portio

n of th

e sur

vey t

o Selk

irk S

treet

and o

ccas

ionall

y to M

ontre

al Ro

ad. S

ome w

estbo

und l

eft tu

rns f

rom

Selki

rk St

reet

force

their

way

into

traffic

to co

mplet

e the

ir tur

n.

0800

-090

009

00-0

930

1600

-170

0

N/A

of tot

al tra

ffic1.6

4%

35

2035

(C)

N/A

Selki

rk S

t. 0

0(D

)0

Tota

l Bicy

cle V

olum

e0

055

0Ap

proa

chin

g In

ters

ectio

n0

(A+B

+C+D

)

0(B

)

repr

esen

tBi

cycle

s

North

Rive

r Roa

d &

Selki

rk S

treet

Vani

er, O

NNorth River Rd.

Tues

day,

26 N

ovem

ber 2

019

5507

30-0

930 &

1600

-180

0(A

)20

354

Hour

Sur

vey

City

of O

ttawa

War

d ►

1220

N/A

292

Bic

ycle

s (In

cludin

g elec

tric b

icycle

s and

ele

ctric

scoo

ters)

Note

: Bi

cycle

volum

es ar

e NOT

inclu

ded

in ve

hicle

totals

.

Inclu

des a

ll bicy

cles

trave

lling

on si

dewa

lks.

All P

edes

trian

Cro

ssin

gs

9

Prin

ted

on: 1

1/28

/201

9Pr

epar

ed b

y: th

etra

ffics

peci

alis

t@gm

ail.c

omSu

mm

ary:

Bic

ycle

s

Turn

ing

Move

men

t Cou

ntPe

dest

rian

Cros

sings

Sum

mar

yan

d Fl

ow D

iagra

m

Stre

etSt

reet

Tota

lTo

tal

481

903

284

664

602

292

14

028

62

Com

men

ts:

Tota

ls0

292

95

306

1700

-180

00

601

170

1600

-170

00

662

2

22

9307

30-0

800

048

10

4908

00-0

900

090

30

3209

00-0

930

Tota

lTi

me P

erio

dW

est S

ide C

ross

ing

East

Sid

e Cro

ssin

gSo

uth

Side

Cro

ssin

gNo

rth S

ide C

ross

ing

Gran

dN/

ASe

lkirk

St.

North

Rive

r Rd.

North

Rive

r Rd.

5

N/A

Selkirk St.

Gran

d To

tal

N/A

292

306

Pede

stria

n Cr

ossin

gs

Selki

rk St

reet

is on

e way

wes

tboun

d. On

e nor

thbou

nd he

avy v

ehicl

e tur

ned r

ight fr

om N

orth

Rive

r Roa

d. So

uthbo

und t

raffic

back

s up f

rom

McAr

thur

Aven

ue, p

rimar

ily du

ring t

he ev

ening

portio

n of th

e sur

vey t

o Selk

irk S

treet

and o

ccas

ionall

y to M

ontre

al Ro

ad. S

ome w

estbo

und l

eft tu

rns f

rom

Selki

rk St

reet

force

their

way

into

traffic

to co

mplet

e the

ir tur

n.

North

Rive

r Roa

d &

Selki

rk S

treet

Vani

er, O

NTu

esda

y, 26

Nov

embe

r 201

907

30-0

930 &

1600

-180

0No

rth R

iver R

d.4

Hour

Sur

vey

9

North

Rive

r Rd.

City

of O

ttawa

War

d ►

12

Ped

estr

ian

C Cro

ssin

gs

Not

e Th

e valu

es in

the

sum

mar

y tab

le be

low an

d the

flow

diagr

am re

pres

ent th

e num

ber o

f ped

estria

n cro

ssings

NOT

the n

umbe

r of in

dividu

al pe

destr

ians c

ross

ing.

For

exam

ple, s

ome p

edes

trians

will

cross

one

ap

proa

ch, th

en an

othe

r to

reac

h the

ir des

tinat

ion.

Acco

rding

ly, on

e ped

estria

n cro

ssing

two a

ppro

ache

s wi

ll be r

ecor

ded a

s two

cros

sings

.

Print

ed on

: 11/2

8/201

9Pr

epar

ed by

: thetr

affics

pecia

list@

gmail

.com

Summ

ary:

Pede

strian

Cro

ssing

s

Turn

ing

Mov

emen

t Cou

ntH

eavy

Veh

icle

Sum

mar

yFl

ow D

iagr

am

069

00

0 0 5 0

0 0 0 0

00

561

5

LTST

RTUT

S. T

otLT

STRT

UTS.

Tot

LTST

RTUT

S. T

otLT

ST

RTUT

S. T

otG.

Tot.

00

00

01

00

01

09

00

90

80

08

180

00

00

20

00

20

181

019

09

00

930

00

00

01

00

01

09

00

90

200

020

30

00

00

01

00

01

013

00

130

190

019

330

00

00

00

00

00

70

07

013

00

1320

00

00

05

00

05

056

10

570

690

069

131

Heav

y Veh

icles

Repr

esen

t

3.97%

of To

tal T

raffic

0800

-090

009

00-0

930

29213

1To

tal

930

6

North River Rd.

57

7457

(C)

N/A

Selki

rk St

reet

is on

e way

wes

tboun

d. On

e nor

thbou

nd he

avy v

ehicl

e tur

ned r

ight fr

om N

orth

Rive

r Roa

d. So

uthbo

und t

raffic

back

s up f

rom

McAr

thur

Aven

ue, p

rimar

ily du

ring t

he ev

ening

portio

n of th

e sur

vey t

o Selk

irk S

treet

and o

ccas

ionall

y to M

ontre

al Ro

ad. S

ome w

estbo

und l

eft tu

rns f

rom

Selki

rk St

reet

force

their

way

into

traffic

to co

mplet

e the

ir tur

n.

N/A

Selki

rk S

t.No

rth R

iver R

d.No

rth R

iver R

d.Ea

stbo

und

Wes

tbou

ndNo

rthbo

und

Sout

hbou

nd

1600

-170

017

00-1

800

Tota

lsCo

mm

ents

:

Tim

e Per

iod

0730

-080

0

1

0(D

)5

Tota

l Hea

vy V

ehicl

es5

013

16

Appr

oach

ing

Inte

rsec

tion

0(A

+B+C

+D)

0(B

)

North

Rive

r Roa

d &

Selki

rk S

treet

Vani

er, O

NNorth River Rd.

Tues

day,

26 N

ovem

ber 2

019

125

0730

-093

0 & 16

00-1

800

(A)

6956

4Ho

ur S

urve

yCi

ty o

f Otta

wa W

ard ►

1269

N/A

Selki

rk S

t.

All P

edes

trian

Cro

ssin

gs

N/A

292

Hea

vy V

ehic

les

(Con

struc

tion V

ehicl

es, H

eavy

Tr

ucks

, Bus

es &

Sch

ool B

uses

). He

avy v

ehicl

e tot

als A

RE

inclu

ded i

n th

e all v

ehicl

es

sum

mar

y and

flow

diag

ram

s.

9

Prin

ted

on: 1

1/28

/201

9Pr

epar

ed b

y: th

etra

ffics

peci

alis

t@gm

ail.c

omSu

mm

ary:

Hea

vy V

ehic

les

Turn

ing

Mov

emen

t Cou

ntSu

mm

ary

Rep

ort

AAD

T an

d Ex

pans

ion

Fact

ors

Auto

mob

iles,

Taxis

,Li

ght T

ruck

s, Va

ns,

SUV'

s, Mo

torc

ycles

,He

avy T

ruck

s, Bu

ses,

and

Scho

ol B

uses

1.04

Hrs.

Tim

e Pe

riod

LTST

RTUT

E/B

Tot

LTST

RTUT

W/B

To

tSt

reet

To

tal

LTST

RTUT

N/B

Tot

LT

STRT

UTS/

B To

tSt

reet

To

tal

Gran

d To

tal

0730

-080

00

00

00

120

160

2828

012

10

012

10

182

00

182

303

331

0800

-090

00

00

00

270

340

6161

023

41

023

50

397

00

397

632

693

0900

-093

00

00

00

110

190

3030

010

60

010

60

177

00

177

283

313

1600

-170

00

00

00

115

049

016

416

40

425

00

425

045

40

045

487

910

4317

00-1

800

00

00

058

045

010

310

30

336

00

336

048

40

048

482

092

3To

tals

00

00

022

30

163

038

638

60

1222

10

1223

016

940

016

9429

1733

03

Equ.

12 H

rn/a

n/an/a

n/an/

an/a

n/an/a

n/an/

an/

an/a

n/an/a

n/an/

an/a

n/an/a

n/an/

an/

an/

a

1.0AA

DT 12

-hr

n/an/a

n/an/a

n/a

n/an/a

n/an/a

n/a

n/a

n/an/a

n/an/a

n/a

n/an/a

n/an/a

n/a

n/a

n/a

AADT

24 H

rn/a

n/an/a

n/an/

an/a

n/an/a

n/an/

an/

an/a

n/an/a

n/an/

an/a

n/an/a

n/an/

an/

an/

a

AM P

eak H

rLT

STRT

UTTO

TLT

STRT

UTTO

TS.

TOT

LTST

RTUT

TOT

LTST

RTUT

TOT

S.TO

TG.

TOT

0800

-090

00

00

00

270

340

6161

023

41

023

50

397

00

397

632

693

PM P

eak H

rLT

STRT

UTTO

TLT

STRT

UTTO

TS.

TOT

LTST

RTUT

TOT

LTST

RTUT

TOT

S.TO

TG.

TOT

1600

-170

00

00

00

115

049

016

416

40

425

00

425

045

40

045

487

910

43

Note

s:

East

boun

dW

estb

ound

North

boun

dSo

uthb

ound

24-H

our A

ADT.

The

se vo

lum

es ar

e calc

ulat

ed b

y mul

tiplyi

ng th

e ave

rage

dail

y 12-

hour

vehi

cle vo

lum

es b

y the

12

24 ex

pans

ion

fact

or o

f 1.31

EEqu

ival

ent

12 &

24-

hour

Veh

icle

Vol

umes

Inc

ludi

ng t

he A

nnua

l Ave

rage

Dai

ly T

raff

ic (

AA

DT

) Fa

ctor

AA

pplic

able

to

the

Day

and

Mon

th o

f th

e T

urni

ng M

ovem

ent

Cou

nt

Exp

ansi

on f

acto

rs a

re a

pplie

d ex

clus

ivel

y to

sta

ndar

d w

eekd

ay 8

-hou

r tu

rnin

g m

ovem

ent

coun

ts

cond

ucte

d du

ring

the

hou

rs o

f 07

00h

- 100

0h, 1

130h

- 13

30h

and

1500

h - 1

800h

Equi

valen

t 12-

hour

vehi

cle vo

lum

es. T

hese

volu

mes

are c

alcul

ated

by m

ultip

lying

the 8

-hou

r tot

als b

y the

8 12

expa

nsio

n fa

ctor

of 1

.39

2.Whe

n exp

ansio

n and

AAD

T fac

tors a

re ap

plied

, the r

esult

s will

differ

sligh

tly du

e to r

ound

ing.

PM P

eak H

our F

acto

r Hi

ghes

t Hou

rly V

ehicl

e Vol

ume B

etwe

en 15

00h

& 18

00h

Com

men

ts:

Selki

rk St

reet

is on

e way

wes

tboun

d. On

e nor

thbou

nd he

avy v

ehicl

e tur

ned r

ight fr

om N

orth

Rive

r Roa

d. So

uthbo

und t

raffic

back

s up f

rom

McAr

thur

Aven

ue, p

rimar

ily du

ring t

he ev

ening

portio

n of th

e sur

vey t

o Selk

irk S

treet

and o

ccas

ionall

y to M

ontre

al Ro

ad. S

ome w

estbo

und l

eft tu

rns f

rom

Selki

rk St

reet

force

their

way

into

traffic

to co

mplet

e the

ir tur

n.

0.95

0.96

Aver

age d

aily 1

2-ho

ur ve

hicle

volu

mes

. The

se vo

lum

es ar

e calc

ulat

ed b

y mul

tiplyi

ng th

e equ

ivalen

t 12-

hour

tota

ls by

the A

ADT

fact

or o

f:

1. Inc

ludes

all v

ehicl

e typ

es ex

cept

bicyc

les, e

lectric

bicy

cles,

and e

lectric

scoo

ters.

AM P

eak H

our F

acto

r Hi

ghes

t Hou

rly V

ehicl

e Vol

ume B

etwe

en 07

00h

& 10

00h

AAA

DT

and

exp

ansi

on f

acto

rs p

rovi

ded

by t

he C

ity

of O

ttaw

a

North

Rive

r Roa

d &

Selki

rk S

treet

Vani

er, O

NSu

rvey

Dat

e:

Tues

day,

26 N

ovem

ber 2

019

Star

t Tim

e:07

30AA

DT F

acto

r:

North

Rive

r Rd.

Over

cast

+10º

CW

eath

er P

M:W

eath

er A

M:Ov

erca

st +5

ºCSu

rvey

Dur

atio

n:Su

rvey

Hou

rs:

0730

-093

0 & 16

00-1

800

Surv

eyor

(s):

Carm

ody

N/A

Selki

rk S

t.No

rth R

iver R

d.

Prin

ted

on: 1

1/28

/201

9Pr

epar

ed b

y: th

etra

ffics

peci

alis

t@gm

ail.c

omSu

mm

ary:

All

Vehi

cles

Turn

ing

Mov

emen

t Cou

ntSu

mm

ary,

AM

and

PM

Pea

k H

our

Flow

Dia

gram

s

Autom

obile

s, Ta

xis, L

ight

Truc

ks, V

ans,

SUV'

s,Mo

torcy

cles,

Heav

y Tru

cks,

Buse

s, an

d Sch

ool B

uses

350

670

334

1003 0 4

0 3415

66 0

00

00

293

100

76(A

)26

89(A

)30

99

2630

160

100

N/A

40

260

N/A

274

(D)

340

296

(D)

384

00

1079

792

655

381

371

747

258

340

724

777

481

474

895

292

384

884

00

00

30

381

(B)

384

481

(B)

500

00

00

00

00

00

0(C

)0

0(C

)0

Peak

Hr.

Peak

Hr.

Volum

eVo

lume

PHF

PHF

9

0Pe

dest

rian

Cros

sings

Pede

stria

n Cr

ossin

gsDu

ring A

M Pe

ak H

our

Durin

g PM

Peak

Hou

r

895

0.97

0.93

N/A

McAr

thur

Ave

.

Sum

mar

y - A

M Pe

ak H

r.Su

mm

ary -

PM

Peak

Hr.

0745

-084

516

00-1

700

N/A

115

McAr

thur

Ave

.Mc

Arth

ur A

ve.

(A+B

+C+D

)

McAr

thur

Ave

.

(A+B

+C+D

)

074

70

Dundas St.

Dundas St.

129

9

1

AM P

eak H

our F

low

Diag

ram

PM P

eak H

our F

low

Diag

ram

N/A

0

00

(C)

30

3

0To

tal

326

N/A

1637

1038

(D)

1341

Tota

l Vol

ume

1341

2638

3043

2978

Appr

oach

ing

Inte

rsec

tion

1600

(A+B

+C+D

)

1600

(B)

McAr

thur

Ave

.

Dund

as S

treet

& M

cArth

ur A

venu

eVa

nier

, ON

Dundas St.Tu

esda

y, 26

Nov

embe

r 201

947

007

30-0

930 &

1600

-180

0(A

)10

236

84

Hour

Sur

vey

City

of O

ttawa

War

d ►

1210

2

McAr

thur

Ave

.

All P

edes

trian

Cro

ssin

gs

3

All

Veh

icle

s (E

xcep

t Bicy

cles &

Elec

tric S

coot

ers)

N/A

Prin

ted

on: 1

1/28

/201

9Pr

epar

ed b

y: th

etra

ffics

peci

alis

t@gm

ail.c

omFl

ow D

iagr

ams:

AM

PM

Pea

k

Turn

ing

Mov

emen

t Cou

ntB

icyc

le S

umm

ary

Flow

Dia

gram

30

20

0 35 0 0

0 4 21 0

00

00

293

LTST

RTUT

S. T

otLT

STRT

UTS.

Tot

LTST

RTUT

S. T

otLT

ST

RTUT

S. T

otG.

Tot.

01

00

10

90

09

00

00

00

00

00

102

20

04

012

00

120

00

00

00

10

117

00

00

00

20

02

00

00

00

00

00

2

19

00

100

50

05

00

00

01

02

03

181

90

010

07

00

70

00

00

10

00

118

421

00

250

350

035

00

00

02

03

05

65

repr

esen

tBi

cycle

s

Dund

as S

treet

& M

cArth

ur A

venu

eVa

nier

, ON

Dundas St.

Tues

day,

26 N

ovem

ber 2

019

907

30-0

930 &

1600

-180

0(A

)5

44

Hour

Sur

vey

City

of O

ttawa

War

d ►

125

McAr

thur

Ave

.Mc

Arth

ur A

ve.

23

38(D

)35

Tota

l Bicy

cle V

olum

e35

6365

58Ap

proa

chin

g In

ters

ectio

n25

(A+B

+C+D

)

25(B

)

30

of tot

al tra

ffic2.0

9%

0

00

(C)

1700

-180

0To

tals

Com

men

ts:

Ther

e wer

e no t

raffic

issu

es ob

serve

d.

0800

-090

009

00-0

930

1600

-170

0

0730

-080

0

3

East

boun

dW

estb

ound

North

boun

dSo

uthb

ound

Tim

e Per

iod

0To

tal

N/A

326

McAr

thur

Ave

.Mc

Arth

ur A

ve.

N/A

Dun

das S

t.

N/A

30

3

Bic

ycle

s (In

cludin

g elec

tric b

icycle

s and

ele

ctric

scoo

ters)

Note

: Bi

cycle

volum

es ar

e NOT

inclu

ded

in ve

hicle

totals

.

Inclu

des a

ll bicy

cles

trave

lling

on si

dewa

lks.

All P

edes

trian

Cro

ssin

gs

N/A

Prin

ted

on: 1

1/28

/201

9Pr

epar

ed b

y: th

etra

ffics

peci

alis

t@gm

ail.c

omSu

mm

ary:

Bic

ycle

s

Turn

ing

Move

men

t Cou

ntPe

dest

rian

Cros

sings

Sum

mar

yan

d Fl

ow D

iagra

m

Stre

etSt

reet

Tota

lTo

tal

450

1291

532

976

344

3329

3

50

47

Com

men

ts:

Tota

ls30

30

293

326

1700

-180

01

20

4485

1600

-170

09

00

76

032

103

0730

-080

04

00

5054

0800

-090

011

10

9137

0900

-093

0

Tota

lTi

me P

erio

dW

est S

ide C

ross

ing

East

Sid

e Cro

ssin

gSo

uth

Side

Cro

ssin

gNo

rth S

ide C

ross

ing

Gran

dMc

Arth

ur A

ve.

McAr

thur

Ave

.N/

A D

unda

s St.

293

McArthur Ave.

McArthur Ave.

Gran

d To

tal

30

3

326

Pede

stria

n Cr

ossin

gs

Ther

e wer

e no t

raffic

issu

es ob

serve

d.

Dund

as S

treet

& M

cArth

ur A

venu

eVa

nier

, ON

Tues

day,

26 N

ovem

ber 2

019

0730

-093

0 & 16

00-1

800

Dun

das S

t.4

Hour

Sur

vey

N/A

N/A

City

of O

ttawa

War

d ►

12

Ped

estr

ian

C Cro

ssin

gs

Not

e Th

e valu

es in

the

sum

mar

y tab

le be

low an

d the

flow

diagr

am re

pres

ent th

e num

ber o

f ped

estria

n cro

ssings

NOT

the n

umbe

r of in

dividu

al pe

destr

ians c

ross

ing.

For

exam

ple, s

ome p

edes

trians

will

cross

one

ap

proa

ch, th

en an

othe

r to

reac

h the

ir des

tinat

ion.

Acco

rding

ly, on

e ped

estria

n cro

ssing

two a

ppro

ache

s wi

ll be r

ecor

ded a

s two

cros

sings

.

Print

ed on

: 11/2

8/201

9Pr

epar

ed by

: thetr

affics

pecia

list@

gmail

.com

Summ

ary:

Pede

strian

Cro

ssing

s

Turn

ing

Mov

emen

t Cou

ntH

eavy

Veh

icle

Sum

mar

yFl

ow D

iagr

am

00

20

7 40 0 0

0 2 51 0

00

00

293

LTST

RTUT

S. T

otLT

STRT

UTS.

Tot

LTST

RTUT

S. T

otLT

ST

RTUT

S. T

otG.

Tot.

17

00

80

41

05

00

00

00

00

00

131

90

010

014

20

160

00

00

00

00

026

013

00

130

74

011

00

00

00

00

00

24

014

00

140

100

010

00

00

02

00

02

260

80

08

05

00

50

00

00

00

00

013

251

00

530

407

047

00

00

02

00

02

102

Dund

as S

treet

& M

cArth

ur A

venu

eVa

nier

, ON

Dundas St.

Tues

day,

26 N

ovem

ber 2

019

1107

30-0

930 &

1600

-180

0(A

)2

94

Hour

Sur

vey

City

of O

ttawa

War

d ►

122

McAr

thur

Ave

.Mc

Arth

ur A

ve.

53

40(D

)47

Tota

l Hea

vy V

ehicl

es47

9310

210

0Ap

proa

chin

g In

ters

ectio

n53

(A+B

+C+D

)

53(B

)

Ther

e wer

e no t

raffic

issu

es ob

serve

d.

McAr

thur

Ave

.Mc

Arth

ur A

ve.

N/A

Dun

das S

t.Ea

stbo

und

Wes

tbou

ndNo

rthbo

und

Sout

hbou

nd

1600

-170

017

00-1

800

Tota

lsCo

mm

ents

:

Tim

e Per

iod

0730

-080

0

0900

-093

0

3

0To

tal

N/A

326

N/A

0

00

(C)

30

Heav

y Veh

icles

Repr

esen

t

3.35%

of To

tal T

raffic

0800

-090

0

All P

edes

trian

Cro

ssin

gs

30

3

Hea

vy V

ehic

les

(Con

struc

tion V

ehicl

es, H

eavy

Tr

ucks

, Bus

es &

Sch

ool B

uses

). He

avy v

ehicl

e tot

als A

RE

inclu

ded i

n th

e all v

ehicl

es

sum

mar

y and

flow

diag

ram

s.

N/A

Prin

ted

on: 1

1/28

/201

9Pr

epar

ed b

y: th

etra

ffics

peci

alis

t@gm

ail.c

omSu

mm

ary:

Hea

vy V

ehic

les

Turn

ing

Mov

emen

t Cou

ntSu

mm

ary

Rep

ort

AAD

T an

d Ex

pans

ion

Fact

ors

Auto

mob

iles,

Taxis

,Li

ght T

ruck

s, Va

ns,

SUV'

s, Mo

torc

ycles

,He

avy T

ruck

s, Bu

ses,

and

Scho

ol B

uses

1.04

Hrs.

Tim

e Pe

riod

LTST

RTUT

E/B

Tot

LTST

RTUT

W/B

To

tSt

reet

To

tal

LTST

RTUT

N/B

Tot

LT

STRT

UTS/

B To

tSt

reet

To

tal

Gran

d To

tal

0730

-080

04

181

00

185

013

932

017

135

60

00

00

50

120

1717

373

0800

-090

015

354

00

369

025

892

335

372

20

00

00

110

130

2424

746

0900

-093

05

133

00

138

010

549

115

529

30

00

00

20

20

44

297

1600

-170

07

474

00

481

029

292

038

486

50

00

00

260

40

3030

895

1700

-180

03

424

00

427

020

969

027

870

50

00

00

230

40

2727

732

Tota

ls34

1566

00

1600

010

0333

44

1341

2941

00

00

067

035

010

210

230

43

Equ.

12 H

rn/a

n/an/a

n/an/

an/a

n/an/a

n/an/

an/

an/a

n/an/a

n/an/

an/a

n/an/a

n/an/

an/

an/

a

1.0AA

DT 12

-hr

n/an/a

n/an/a

n/a

n/an/a

n/an/a

n/a

n/a

n/an/a

n/an/a

n/a

n/an/a

n/an/a

n/a

n/a

n/a

AADT

24 H

rn/a

n/an/a

n/an/

an/a

n/an/a

n/an/

an/

an/a

n/an/a

n/an/

an/a

n/an/a

n/an/

an/

an/

a

AM P

eak H

rLT

STRT

UTTO

TLT

STRT

UTTO

TS.

TOT

LTST

RTUT

TOT

LTST

RTUT

TOT

S.TO

TG.

TOT

0745

-084

510

371

00

381

025

879

334

072

10

00

00

100

160

2626

747

PM P

eak H

rLT

STRT

UTTO

TLT

STRT

UTTO

TS.

TOT

LTST

RTUT

TOT

LTST

RTUT

TOT

S.TO

TG.

TOT

1600

-170

07

474

00

481

029

292

038

486

50

00

00

260

40

3030

895

Note

s:

East

boun

dW

estb

ound

North

boun

dSo

uthb

ound

24-H

our A

ADT.

The

se vo

lum

es ar

e calc

ulat

ed b

y mul

tiplyi

ng th

e ave

rage

dail

y 12-

hour

vehi

cle vo

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12

24 ex

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f 1.31

EEqu

ival

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12 &

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hour

Veh

icle

Vol

umes

Inc

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ng t

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nnua

l Ave

rage

Dai

ly T

raff

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AA

DT

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ctor

AA

pplic

able

to

the

Day

and

Mon

th o

f th

e T

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ng M

ovem

ent

Cou

nt

Exp

ansi

on f

acto

rs a

re a

pplie

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clus

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y to

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ndar

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ent

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ts

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hou

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800h

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mes

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ultip

lying

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als b

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8 12

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nsio

n fa

ctor

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.39

2.Whe

n exp

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T fac

tors a

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ound

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r Hi

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rly V

ehicl

e Vol

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men

ts:

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e no t

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es ob

serve

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aily 1

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mes

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ulat

ed b

y mul

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ng th

e equ

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hour

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ls by

the A

ADT

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f:

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ity

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as S

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& M

cArth

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venu

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nier

, ON

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ey D

ate:

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esda

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embe

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art T

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tor:

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1 o

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Page

2 o

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2

Turn

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Full

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y Pe

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Page

3 o

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Turn

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Full

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4 o

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Turn

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122

3

5412

6355 47

2

246

1340

9

Tota

l

478

490

Peak

Hou

r:

Full

Stud

y

1948

3638

12

25

49

1983

1178

66 2

69

64

1655

1423 28

469

1

35

206

201366

7

204

121

251

0

0244

0

2

MC

AR

THU

R A

VE

1198

1158

64

VAN

IER

PK

WY 11

72

0

00

0

Hea

vyVe

hicl

es

Hea

vyVe

hicl

es

15:1

516

:150

0

0

0

0

262

1

1

773

237

4

Peak

Hou

r Dia

gram

Full

Stud

y

Page

2 o

f 8N

ovem

ber

22, 2

019

Turn

ing

Mov

emen

t Cou

nt -

Stud

y R

esul

ts

Tra

nspo

rtat

ion

Serv

ices

- Tr

affic

Ser

vice

s

07:0

0

Surv

ey D

ate:

MC

AR

THU

R A

VE @

VA

NIE

R P

KW

Y

Star

t Tim

e:Tu

esda

y, M

arch

26,

201

9W

O N

o:

Dev

ice:

Mio

visi

on

3846

3

Sum

mar

y (8

HR

Sta

ndar

d)Fu

ll St

udy

3 30

AA

DT

Fact

orSu

rvey

Dat

e:2

Nor

thbo

und:

Sout

hbou

nd:

1.39

Tues

day,

Mar

ch 2

6, 2

019

Tota

l Obs

erve

d U

-Tur

ns

East

boun

d:W

estb

ound

:

MC

ARTH

UR

AVE

Nor

thbo

und

Sout

hbou

ndVA

NIE

R P

KWY

East

boun

dGr

and

Tota

lST

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TW

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619

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279

112

3428

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220

09:00

08:00

3345

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114

108

194

338

196

107

3525

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7149

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592

320

210

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3094

815

415

8212

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931

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867

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12:30

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3108

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7114

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946

2247

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5697

978

1134

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769

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13:30

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4498

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195

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349

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231

5429

8313

3265

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1196

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16:00

15:00

4279

1434

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216

245

833

492

286

5528

4512

2354

1066

103

1622

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1144

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17:00

16:00

4024

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150

162

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235

5528

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1537

283

1064

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18:00

17:00

2934

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9968

437

8607

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118

0578

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05Su

b To

tal

5U

Turn

s

2935

582

7141

0695

213

1818

3341

6525

0113

3532

921

084

9971

437

8607

924

1111

318

0578

0115

05To

tal

33

28

03

1N

ote:

The

se v

olum

es a

re c

alcu

late

d by

mul

tiply

ing

the

Equi

vale

nt 1

2 hr

. tot

als

by th

e AA

DT

fact

or.

1.31

Not

e: T

hese

vol

umes

are

cal

cula

ted

by m

ultip

lyin

g th

e Av

erag

e D

aily

12

hr. t

otal

s by

12

to 2

4 ex

pans

ion

fact

or.

1.39

5345

315

061

7477

1733

2400

3338

7584

4554

2431

599

3839

218

156

796

1567

216

8320

236

3287

1420

527

40AV

G 24

Hr

4080

311

497

5707

1323

1832

2548

5789

3476

1856

457

2930

713

860

607

1196

412

8415

447

2509

1084

320

92AV

G 12

Hr

Not

e: T

hese

val

ues

are

calc

ulat

ed b

y m

ultip

lyin

g th

e to

tals

by

the

appr

opria

te e

xpan

sion

fact

or.

4080

311

497

5707

1323

1832

2548

5789

3476

1856

457

2930

713

860

607

1196

412

8415

447

2509

1084

320

92EQ

12Hr

Not

e: U

-Tur

ns p

rovi

ded

for a

ppro

ach

tota

ls. R

efer

to 'U

-Tur

n' R

epor

t for

spe

cific

bre

akdo

wn.

Page

3 o

f 8N

ovem

ber

22, 2

019

Turn

ing

Mov

emen

t Cou

nt -

Stud

y R

esul

ts

Tra

nspo

rtat

ion

Serv

ices

- Tr

affic

Ser

vice

s

07:0

0

Surv

ey D

ate:

MC

AR

THU

R A

VE @

VA

NIE

R P

KW

Y

Star

t Tim

e:Tu

esda

y, M

arch

26,

201

9W

O N

o:

Dev

ice:

Mio

visi

on

3846

3

Gra

ndTo

tal

STR

TOT

W TOT

RT

STLT

E TOT

RT

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STR

TOT

S TOT

RT

STLT

N TOT

RT

STLT

Tim

e Pe

riod

East

boun

dW

estb

ound

VAN

IER

PK

WY

MC

AR

THU

R A

VEN

orth

boun

dSo

uthb

ound

15

Min

ute

Incr

emen

tsFu

ll St

udy

734

1153

9217

2748

5331

193

1153

342

1130

526

247

4016

047

07:1

507

:00

770

1144

113

2535

5367

4122

411

4433

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270

5725

342

161

5007

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07:1

576

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7012

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5353

101

6236

310

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175

5029

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4747

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742

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08:0

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1423

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4143

118

7735

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286

3638

251

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5408

:15

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313

9613

738

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100

6326

1113

9633

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287

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1815

9213

426

5157

9673

176

1592

412

1436

731

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08:4

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938

1362

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2556

5311

166

3411

1362

320

1326

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373

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09:0

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926

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3637

5495

5928

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1134

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315

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1110

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2247

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1311

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1727

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6291

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1112

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1928

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2810

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4053

9464

264

1093

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623

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267

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11:4

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1176

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2243

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6431

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239

2131

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206

4412

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3411

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1124

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327

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776

1130

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2732

7011

869

3415

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263

1722

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13:1

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:00

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1056

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3516

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1110

1493

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869

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2940

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15:3

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4616

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4780

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121

5615

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:45

1124

1596

163

3956

6820

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1315

9633

313

294

2642

466

307

5116

:15

16:0

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8114

5015

439

6550

237

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8115

1450

276

1523

823

414

7027

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16:3

016

:15

1084

1561

146

3149

6620

211

569

1815

6132

313

292

1841

371

303

3916

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16:3

099

013

8013

831

4661

190

118

639

1380

291

1324

236

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6425

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17:0

016

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1047

1503

138

4740

5118

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349

1015

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216

290

3638

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255

5317

:15

17:0

010

4214

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101

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2029

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961

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3237

5415

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975

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Not

e: U

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ns a

re in

clud

ed in

Tot

als.

29,3

5543

112

4106

952

1318

1833

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2501

1335

329

4311

299

7143

786

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411

1118

0578

0115

05To

tal:

Page

4 o

f 8N

ovem

ber

22, 2

019

Turn

ing

Mov

emen

t Cou

nt -

Stud

y R

esul

ts

Tra

nspo

rtat

ion

Serv

ices

- Tr

affic

Ser

vice

s

07:0

0

Surv

ey D

ate:

MC

AR

THU

R A

VE @

VA

NIE

R P

KW

Y

Star

t Tim

e:Tu

esda

y, M

arch

26,

201

9W

O N

o:

Dev

ice:

Mio

visi

on

3846

3

MC

AR

THU

R A

VEVA

NIE

R P

KW

YG

rand

Tot

alSt

reet

Tot

alW

estb

ound

East

boun

dSt

reet

Tot

alSo

uthb

ound

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thbo

und

Tim

e Pe

riod

Cyc

list V

olum

eFu

ll St

udy

33

21

00

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07:0

01

11

00

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00

00

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07:3

00

00

00

00

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11

10

00

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01

00

01

10

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10

00

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08:3

00

00

00

00

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00

00

00

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09:0

01

11

00

00

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22

20

00

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00

00

00

00

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00

00

00

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11:3

01

11

00

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11

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00

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04

43

10

00

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012

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00

00

00

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01

11

00

00

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00

00

00

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13:0

00

00

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00

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00

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00

00

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00

11

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15:3

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01

01

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12

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3528

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2To

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Page

5 o

f 8N

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ber

22, 2

019

Turn

ing

Mov

emen

t Cou

nt -

Stud

y R

esul

ts

Tra

nspo

rtat

ion

Serv

ices

- Tr

affic

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vice

s

07:0

0

Surv

ey D

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R A

VE @

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NIE

R P

KW

Y

Star

t Tim

e:Tu

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y, M

arch

26,

201

9W

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o:

Dev

ice:

Mio

visi

on

3846

3

MC

AR

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R A

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R P

KW

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dest

rian

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me

Full

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y

Gra

nd T

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proa

ch(N

or S

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ssin

g)EB

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ach

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e Pe

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358

62

2722

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:15

07:0

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76

117

152

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:15

276

60

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607

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3715

96

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329

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52

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166

1032

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20

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74

39

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927

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154

1130

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Page

6 o

f 8N

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ber

22, 2

019

Turn

ing

Mov

emen

t Cou

nt -

Stud

y R

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ts

Tra

nspo

rtat

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Serv

ices

- Tr

affic

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vice

s

07:0

0

Surv

ey D

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vy V

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2319

132

34

60

30

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02

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01

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31

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03

16

12

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70

20

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:45

2320

110

23

92

41

2610

03

016

26

013

:15

13:0

012

116

12

15

11

013

50

30

81

11

13:3

013

:15

1818

121

14

61

40

186

03

012

22

015

:15

15:0

024

1510

02

55

01

133

140

31

191

91

15:3

015

:15

2817

100

24

72

20

3915

09

024

26

115

:45

15:3

017

105

01

25

11

024

112

70

131

20

16:0

015

:45

2321

131

31

80

50

2511

01

014

39

016

:15

16:0

021

177

03

010

33

025

100

50

151

51

16:3

016

:15

1310

50

11

51

30

167

03

09

04

016

:45

16:3

015

117

11

14

12

019

80

50

112

20

17:0

016

:45

84

20

00

21

10

125

02

07

13

017

:15

17:0

014

128

12

24

02

016

70

30

91

30

17:3

017

:15

1411

70

11

41

20

176

04

011

32

017

:45

17:3

011

106

01

14

03

012

50

40

71

10

18:0

017

:45

597

482

275

1471

5520

731

798

712

299

713

15

413

5113

411

Non

eTo

tal:

Page

7 o

f 8N

ovem

ber

22, 2

019

Turn

ing

Mov

emen

t Cou

nt -

Stud

y R

esul

ts

Tra

nspo

rtat

ion

Serv

ices

- Tr

affic

Ser

vice

s

07:0

0

Surv

ey D

ate:

MC

AR

THU

R A

VE @

VA

NIE

R P

KW

Y

Star

t Tim

e:Tu

esda

y, M

arch

26,

201

9W

O N

o:

Dev

ice:

Mio

visi

on

3846

3

VAN

IER

PK

WY

MC

AR

THU

R A

VEFu

ll St

udy

15 M

inut

e U

-Tur

n To

tal

Tota

lW

estb

ound

U-T

urn

Tota

lEa

stbo

und

U-T

urn

Tota

lSo

uthb

ound

U-T

urn

Tota

lN

orth

boun

dU

-Tur

n To

tal

Tim

e Pe

riod

00

00

007

:15

07:0

00

00

00

07:3

007

:15

11

00

007

:45

07:3

05

20

30

08:0

007

:45

00

00

008

:15

08:0

00

00

00

08:3

008

:15

00

00

008

:45

08:3

00

00

00

09:0

008

:45

00

00

009

:15

09:0

00

00

00

09:3

009

:15

00

00

009

:45

09:3

00

00

00

10:0

009

:45

00

00

011

:45

11:3

00

00

00

12:0

011

:45

00

00

012

:15

12:0

00

00

00

12:3

012

:15

00

00

012

:45

12:3

01

00

01

13:0

012

:45

00

00

013

:15

13:0

00

00

00

13:3

013

:15

00

00

015

:15

15:0

00

00

00

15:3

015

:15

00

00

015

:45

15:3

00

00

00

16:0

015

:45

00

00

016

:15

16:0

00

00

00

16:3

016

:15

00

00

016

:45

16:3

00

00

00

17:0

016

:45

00

00

017

:15

17:0

01

00

01

17:3

017

:15

00

00

017

:45

17:3

00

00

00

18:0

017

:45

83

03

2Total

Page

8 o

f 8N

ovem

ber

22, 2

019

Appendix C

Synchro Intersection Worksheets – Existing Conditions

Lane

s, V

olum

es, T

imin

gs1:

Nor

th R

iver

& M

ontr

eal

01-2

8-20

20

112 M

ontre

al Ro

ad A

M Pe

ak H

our E

xistin

gSy

nchr

o 10 L

ight R

epor

tPa

ge 1

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

049

331

50

680

1724

615

2118

1725

Futur

e Volu

me (v

ph)

049

331

50

680

1724

615

2118

1725

Satd.

Flow

(pro

t)0

3073

00

3297

016

5817

4514

830

1608

0Flt

Per

mitte

d0.7

130.9

30Sa

td. F

low (p

erm)

030

730

032

970

1234

1745

1417

015

030

Satd.

Flow

(RTO

R)41

28La

ne G

roup

Flow

(vph

)0

898

00

775

027

317

230

670

Turn

Typ

eNA

NAPe

rmNA

Perm

Perm

NAPr

otecte

d Pha

ses

26

84

Perm

itted P

hase

s8

84

Detec

tor P

hase

26

88

84

4Sw

itch P

hase

Minim

um In

itial (s

)10

.010

.010

.010

.010

.010

.010

.0Mi

nimum

Spli

t (s)

27.0

27.0

36.2

36.2

36.2

30.2

30.2

Total

Spli

t (s)

43.8

43.8

36.2

36.2

36.2

30.2

30.2

Total

Spli

t (%

)54

.8%54

.8%45

.3%45

.3%45

.3%37

.8%37

.8%Ye

llow

Time (

s)3.3

3.33.3

3.33.3

3.33.3

All-R

ed T

ime (

s)2.7

2.72.9

2.92.9

2.92.9

Lost

Time A

djust

(s)0.0

0.00.0

0.00.0

0.0To

tal Lo

st Tim

e (s)

6.06.0

6.26.2

6.26.2

Lead

/Lag

Lead

-Lag

Opti

mize

?Re

call M

ode

C-Ma

xC-

Max

None

None

None

None

None

Act E

ffct G

reen

(s)

43.1

43.1

24.7

24.7

24.7

24.7

Actua

ted g/

C Ra

tio0.5

40.5

40.3

10.3

10.3

10.3

1v/c

Rati

o0.5

40.4

40.7

20.0

30.0

50.1

4Co

ntrol

Delay

15.0

10.1

34.8

16.2

3.011

.9Qu

eue D

elay

0.00.2

0.00.0

0.00.0

Total

Dela

y15

.010

.334

.816

.23.0

11.9

LOS

BB

CB

AB

Appr

oach

Dela

y15

.010

.331

.411

.9Ap

proa

ch LO

SB

BC

BQu

eue L

ength

50th

(m)

51.1

33.4

32.6

1.60.0

3.7Qu

eue L

ength

95th

(m)

69.6

21.1

57.0

5.42.6

11.4

Inter

nal L

ink D

ist (m

)19

4.552

.811

2.959

.0Tu

rn B

ay Le

ngth

(m)

90.0

90.0

Base

Cap

acity

(vph

)16

5617

7746

265

455

758

1St

arva

tion C

ap R

educ

tn0

363

00

00

Spillb

ack C

ap R

educ

tn0

00

00

0St

orag

e Cap

Red

uctn

00

00

00

Redu

ced v

/c Ra

tio0.5

40.5

50.5

90.0

30.0

40.1

2

Inter

secti

on S

umma

ryCy

cle Le

ngth:

80Ac

tuated

Cyc

le Le

ngth:

80Of

fset: 0

(0%

), Re

feren

ced t

o pha

se 2:

EBT

and 6

:WBT

, Star

t of G

reen

Natur

al Cy

cle: 6

5Co

ntrol

Type

: Actu

ated-

Coor

dinate

d

Lane

s, V

olum

es, T

imin

gs1:

Nor

th R

iver

& M

ontr

eal

01-2

8-20

20

112 M

ontre

al Ro

ad A

M Pe

ak H

our E

xistin

gSy

nchr

o 10 L

ight R

epor

tPa

ge 2

Maxim

um v/

c Rati

o: 0.7

2Int

erse

ction

Sign

al De

lay: 1

5.6Int

erse

ction

LOS:

BInt

erse

ction

Cap

acity

Utili

zatio

n 73.6

%IC

U Le

vel o

f Ser

vice D

Analy

sis P

eriod

(min)

15De

scrip

tion:

As pe

r sign

al tim

ing pl

an pr

ovide

d on N

ov 29

, 201

9. Ad

dition

al N-

S pe

destr

ian ph

ase t

ime t

aken

from

E-W

phas

e.

Splits

and P

hase

s:

1: No

rth R

iver &

Mon

treal

Lane

s, V

olum

es, T

imin

gs2:

Mon

tgom

ery

& M

ontr

eal

01-2

8-20

20

112 M

ontre

al Ro

ad A

M Pe

ak H

our E

xistin

gSy

nchr

o 10 L

ight R

epor

tPa

ge 3

Lane

Gro

upEB

TEB

RW

BLW

BTNB

LNB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

480

5480

681

1933

Futur

e Volu

me (v

ph)

480

5480

681

1933

Satd.

Flow

(pro

t)32

520

032

9916

5814

83Flt

Per

mitte

d0.8

160.9

50Sa

td. F

low (p

erm)

3252

00

2703

1641

1451

Satd.

Flow

(RTO

R)29

37La

ne G

roup

Flow

(vph

)59

30

084

621

37Tu

rn T

ype

NAPe

rmNA

Perm

Perm

Prote

cted P

hase

s2

6Pe

rmitte

d Pha

ses

64

4De

tector

Pha

se2

66

44

Switc

h Pha

seMi

nimum

Initia

l (s)

10.0

10.0

10.0

10.0

10.0

Minim

um S

plit (

s)39

.915

.915

.919

.519

.5To

tal S

plit (

s)56

.056

.056

.024

.024

.0To

tal S

plit (

%)

70.0%

70.0%

70.0%

30.0%

30.0%

Yello

w Tim

e (s)

3.33.3

3.33.3

3.3Al

l-Red

Tim

e (s)

2.62.6

2.62.2

2.2Lo

st Tim

e Adju

st (s)

0.00.0

0.00.0

Total

Lost

Time (

s)5.9

5.95.5

5.5Le

ad/La

gLe

ad-L

ag O

ptimi

ze?

Reca

ll Mod

eC-

Max

C-Ma

xC-

Max

None

None

Act E

ffct G

reen

(s)

66.4

66.4

10.8

10.8

Actua

ted g/

C Ra

tio0.8

30.8

30.1

40.1

4v/c

Rati

o0.2

20.3

80.1

00.1

6Co

ntrol

Delay

0.44.1

30.6

12.2

Queu

e Dela

y0.1

0.00.0

0.0To

tal D

elay

0.54.1

30.6

12.2

LOS

AA

CB

Appr

oach

Dela

y0.5

4.118

.8Ap

proa

ch LO

SA

AB

Queu

e Len

gth 50

th (m

)0.5

21.1

2.90.0

Queu

e Len

gth 95

th (m

)1.6

37.0

8.67.5

Inter

nal L

ink D

ist (m

)52

.813

8.913

7.9Tu

rn B

ay Le

ngth

(m)

Base

Cap

acity

(vph

)27

0222

4237

936

3St

arva

tion C

ap R

educ

tn90

80

00

Spillb

ack C

ap R

educ

tn0

340

0St

orag

e Cap

Red

uctn

00

00

Redu

ced v

/c Ra

tio0.3

30.3

80.0

60.1

0

Inter

secti

on S

umma

ryCy

cle Le

ngth:

80Ac

tuated

Cyc

le Le

ngth:

80Of

fset: 0

(0%

), Re

feren

ced t

o pha

se 2:

EBT

and 6

:WBT

L, St

art o

f Gre

enNa

tural

Cycle

: 60

Contr

ol Ty

pe: A

ctuate

d-Co

ordin

ated

Lane

s, V

olum

es, T

imin

gs2:

Mon

tgom

ery

& M

ontr

eal

01-2

8-20

20

112 M

ontre

al Ro

ad A

M Pe

ak H

our E

xistin

gSy

nchr

o 10 L

ight R

epor

tPa

ge 4

Maxim

um v/

c Rati

o: 0.3

8Int

erse

ction

Sign

al De

lay: 3

.2Int

erse

ction

LOS:

AInt

erse

ction

Cap

acity

Utili

zatio

n 74.0

%IC

U Le

vel o

f Ser

vice D

Analy

sis P

eriod

(min)

15De

scrip

tion:

As pe

r sign

al tim

ing pl

an pr

ovide

d on N

ov 29

, 201

9.

Splits

and P

hase

s:

2: Mo

ntgom

ery &

Mon

treal

Lane

s, V

olum

es, T

imin

gs4:

Van

ier

& M

ontr

eal

01-2

8-20

20

112 M

ontre

al Ro

ad A

M Pe

ak H

our E

xistin

gSy

nchr

o 10 L

ight R

epor

tPa

ge 6

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

3931

615

016

548

419

418

385

716

621

310

9614

0Fu

ture V

olume

(vph

)39

316

150

165

484

194

183

857

166

213

1096

140

Satd.

Flow

(pro

t)16

5830

890

1658

3094

016

5847

6414

8316

5847

6414

83Flt

Per

mitte

d0.3

190.2

230.9

500.9

50Sa

td. F

low (p

erm)

542

3089

038

230

940

1641

4764

1393

1636

4764

1386

Satd.

Flow

(RTO

R)53

4718

413

4La

ne G

roup

Flow

(vph

)43

518

018

375

40

203

952

184

237

1218

156

Turn

Typ

ePe

rmNA

pm+p

tNA

Prot

NAPe

rmPr

otNA

Perm

Prote

cted P

hase

s4

38

52

16

Perm

itted P

hase

s4

82

6De

tector

Pha

se4

43

85

22

16

6Sw

itch P

hase

Minim

um In

itial (s

)10

.010

.05.0

10.0

5.010

.010

.05.0

10.0

10.0

Minim

um S

plit (

s)39

.639

.610

.739

.611

.128

.928

.911

.128

.928

.9To

tal S

plit (

s)40

.040

.016

.056

.029

.055

.055

.029

.055

.055

.0To

tal S

plit (

%)

28.6%

28.6%

11.4%

40.0%

20.7%

39.3%

39.3%

20.7%

39.3%

39.3%

Yello

w Tim

e (s)

3.33.3

3.33.3

3.73.7

3.73.7

3.73.7

All-R

ed T

ime (

s)3.3

3.32.4

3.32.4

2.22.2

2.42.2

2.2Lo

st Tim

e Adju

st (s)

0.00.0

0.00.0

0.00.0

0.00.0

0.00.0

Total

Lost

Time (

s)6.6

6.65.7

6.66.1

5.95.9

6.15.9

5.9Le

ad/La

gLa

gLa

gLe

adLe

adLa

gLa

gLe

adLa

gLa

gLe

ad-L

ag O

ptimi

ze?

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Reca

ll Mod

eNo

neNo

neNo

neNo

neNo

neC-

Max

C-Ma

xNo

neC-

Max

C-Ma

xAc

t Effc

t Gre

en (s

)30

.530

.547

.446

.520

.852

.652

.622

.354

.254

.2Ac

tuated

g/C

Ratio

0.22

0.22

0.34

0.33

0.15

0.38

0.38

0.16

0.39

0.39

v/c R

atio

0.37

0.73

0.82

0.71

0.83

0.53

0.29

0.90

0.66

0.25

Contr

ol De

lay54

.851

.563

.842

.186

.337

.912

.691

.938

.78.2

Queu

e Dela

y0.0

0.00.0

0.00.0

0.00.0

0.00.0

0.0To

tal D

elay

54.8

51.5

63.8

42.1

86.3

37.9

12.6

91.9

38.7

8.2LO

SD

DE

DF

DB

FD

AAp

proa

ch D

elay

51.8

46.3

41.8

43.5

Appr

oach

LOS

DD

DD

Queu

e Len

gth 50

th (m

)10

.062

.236

.587

.858

.554

.712

.164

.610

6.74.0

Queu

e Len

gth 95

th (m

)22

.381

.7#6

7.410

9.8m7

4.468

.4m2

1.7#1

11.1

124.7

19.5

Inter

nal L

ink D

ist (m

)99

.519

6.422

0.323

9.2Tu

rn B

ay Le

ngth

(m)

135.0

135.0

135.0

135.0

Base

Cap

acity

(vph

)12

977

722

311

2227

217

8963

827

318

4361

8St

arva

tion C

ap R

educ

tn0

00

00

00

00

0Sp

illbac

k Cap

Red

uctn

00

00

00

00

00

Stor

age C

ap R

educ

tn0

00

00

00

00

0Re

duce

d v/c

Ratio

0.33

0.67

0.82

0.67

0.75

0.53

0.29

0.87

0.66

0.25

Inter

secti

on S

umma

ryCy

cle Le

ngth:

140

Actua

ted C

ycle

Leng

th: 14

0Of

fset: 1

02 (7

3%),

Refer

ence

d to p

hase

2:NB

T an

d 6:S

BT, S

tart o

f Gre

enNa

tural

Cycle

: 95

Contr

ol Ty

pe: A

ctuate

d-Co

ordin

ated

Lane

s, V

olum

es, T

imin

gs4:

Van

ier

& M

ontr

eal

01-2

8-20

20

112 M

ontre

al Ro

ad A

M Pe

ak H

our E

xistin

gSy

nchr

o 10 L

ight R

epor

tPa

ge 7

Maxim

um v/

c Rati

o: 0.9

0Int

erse

ction

Sign

al De

lay: 4

4.6Int

erse

ction

LOS:

DInt

erse

ction

Cap

acity

Utili

zatio

n 89.1

%IC

U Le

vel o

f Ser

vice E

Analy

sis P

eriod

(min)

15De

scrip

tion:

As pe

r sign

al tim

ing pl

an pr

ovide

d on N

ov 29

, 201

9.#

95th

perce

ntile

volum

e exc

eeds

capa

city,

queu

e may

be lo

nger

.

Que

ue sh

own i

s max

imum

after

two c

ycles

.m

Volu

me fo

r 95th

perce

ntile

queu

e is m

etere

d by u

pstre

am si

gnal.

Splits

and P

hase

s:

4: Va

nier &

Mon

treal

Lane

s, V

olum

es, T

imin

gs5:

Cod

y/H

anna

h &

Mon

trea

l01

-28-

2020

112 M

ontre

al Ro

ad A

M Pe

ak H

our E

xistin

gSy

nchr

o 10 L

ight R

epor

tPa

ge 8

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

7951

811

175

715

00

050

3511

5Fu

ture V

olume

(vph

)79

518

111

757

150

00

5035

115

Satd.

Flow

(pro

t)0

3280

00

3296

00

00

015

640

Flt P

ermi

tted

0.735

0.955

0.988

Satd.

Flow

(per

m)0

2414

00

3147

00

00

015

590

Satd.

Flow

(RTO

R)4

569

Lane

Gro

up F

low (v

ph)

067

60

085

90

00

00

223

0Tu

rn T

ype

Perm

NAPe

rmNA

Perm

NAPr

otecte

d Pha

ses

26

7Pe

rmitte

d Pha

ses

26

7De

tector

Pha

se2

26

67

7Sw

itch P

hase

Minim

um In

itial (s

)10

.010

.010

.010

.010

.010

.0Mi

nimum

Spli

t (s)

25.5

25.5

25.5

25.5

21.5

21.5

Total

Spli

t (s)

65.0

65.0

65.0

65.0

25.0

25.0

Total

Spli

t (%

)72

.2%72

.2%72

.2%72

.2%27

.8%27

.8%Ye

llow

Time (

s)3.3

3.33.3

3.33.3

3.3Al

l-Red

Tim

e (s)

2.22.2

2.22.2

2.22.2

Lost

Time A

djust

(s)0.0

0.00.0

Total

Lost

Time (

s)5.5

5.55.5

Lead

/Lag

Lead

-Lag

Opti

mize

?Re

call M

ode

C-Ma

xC-

Max

C-Ma

xC-

Max

None

None

Act E

ffct G

reen

(s)

64.4

64.4

14.6

Actua

ted g/

C Ra

tio0.7

20.7

20.1

6v/c

Rati

o0.3

90.3

80.7

2Co

ntrol

Delay

6.36.0

37.3

Queu

e Dela

y0.0

0.00.0

Total

Dela

y6.3

6.037

.3LO

SA

AD

Appr

oach

Dela

y6.3

6.037

.3Ap

proa

ch LO

SA

AD

Queu

e Len

gth 50

th (m

)20

.225

.425

.4Qu

eue L

ength

95th

(m)

35.6

42.6

46.0

Inter

nal L

ink D

ist (m

)19

6.487

.112

7.910

6.3Tu

rn B

ay Le

ngth

(m)

Base

Cap

acity

(vph

)17

2822

5339

1St

arva

tion C

ap R

educ

tn0

00

Spillb

ack C

ap R

educ

tn0

00

Stor

age C

ap R

educ

tn0

00

Redu

ced v

/c Ra

tio0.3

90.3

80.5

7

Inter

secti

on S

umma

ryCy

cle Le

ngth:

90Ac

tuated

Cyc

le Le

ngth:

90Of

fset: 7

0 (78

%),

Refer

ence

d to p

hase

2:EB

TL an

d 6:W

BTL,

Star

t of G

reen

Natur

al Cy

cle: 5

0Co

ntrol

Type

: Actu

ated-

Coor

dinate

d

Lane

s, V

olum

es, T

imin

gs5:

Cod

y/H

anna

h &

Mon

trea

l01

-28-

2020

112 M

ontre

al Ro

ad A

M Pe

ak H

our E

xistin

gSy

nchr

o 10 L

ight R

epor

tPa

ge 9

Maxim

um v/

c Rati

o: 0.7

2Int

erse

ction

Sign

al De

lay: 1

0.1Int

erse

ction

LOS:

BInt

erse

ction

Cap

acity

Utili

zatio

n 74.1

%IC

U Le

vel o

f Ser

vice D

Analy

sis P

eriod

(min)

15De

scrip

tion:

As pe

r sign

al tim

ing pl

an pr

ovide

d on N

ov 29

, 201

9.

Splits

and P

hase

s:

5: Co

dy/H

anna

h & M

ontre

al

HC

M 2

010

TW

SC

6: N

orth

Riv

er &

Sel

kirk

01-2

8-20

20

112 M

ontre

al Ro

ad A

M Pe

ak H

our E

xistin

gSy

nchr

o 10 L

ight R

epor

tPa

ge 11

Inter

secti

onInt

Dela

y, s/v

eh1

Move

ment

WBL

WBR

NBT

NBR

SBL

SBT

Lane

Con

figur

ation

sTr

affic

Vol, v

eh/h

2734

234

00

357

Futur

e Vol,

veh/h

2734

234

00

357

Confl

icting

Ped

s, #/h

r3

00

9090

0Si

gn C

ontro

l St

opSt

opFr

eeFr

eeFr

eeFr

eeRT

Cha

nneli

zed

-No

ne-

None

-No

neSt

orag

e Len

gth0

0-

--

-Ve

h in M

edian

Stor

age,

#0

-0

--

0Gr

ade,

%0

-0

--

0Pe

ak H

our F

actor

9090

9090

9090

Heav

y Veh

icles

, %2

22

22

2Mv

mt F

low30

3826

00

039

7 Ma

jor/M

inor

Mino

r1Ma

jor1

Major

2Co

nflict

ing F

low A

ll46

226

00

--

-

S

tage 1

260

--

--

-

S

tage 2

202

--

--

-Cr

itical

Hdwy

6.63

6.23

--

--

Critic

al Hd

wy S

tg 1

5.43

--

--

-Cr

itical

Hdwy

Stg

25.8

3-

--

--

Follo

w-up

Hdw

y3.5

193.3

19-

--

-Po

t Cap

-1 M

aneu

ver

543

778

-0

0-

Stag

e 178

3-

-0

0-

Stag

e 281

3-

-0

0-

Plato

on bl

ocke

d, %

--

Mov C

ap-1

Man

euve

r54

277

8-

--

-Mo

v Cap

-2 M

aneu

ver

542

--

--

-

S

tage 1

783

--

--

-

S

tage 2

811

--

--

- Ap

proa

chW

BNB

SBHC

M Co

ntrol

Delay

, s10

.80

0HC

M LO

SB

Mino

r Lan

e/Majo

r Mvm

tNB

TWBL

n1W

BLn2

SBT

Capa

city (

veh/h

)-

542

778

-HC

M La

ne V

/C R

atio

-0.0

550.0

49-

HCM

Contr

ol De

lay (s

)-

129.9

-HC

M La

ne LO

S-

BA

-HC

M 95

th %

tile Q

(veh)

-0.2

0.2-

HC

M 2

010

TW

SC

7: M

cArt

hur

& D

unda

s01

-28-

2020

112 M

ontre

al Ro

ad A

M Pe

ak H

our E

xistin

gSy

nchr

o 10 L

ight R

epor

tPa

ge 13

Inter

secti

onInt

Dela

y, s/v

eh0.6

Move

ment

EBL

EBT

WBT

WBR

SBL

SBR

Lane

Con

figur

ation

sTr

affic

Vol, v

eh/h

1034

730

995

1016

Futur

e Vol,

veh/h

1034

730

995

1016

Confl

icting

Ped

s, #/h

r10

00

010

01

9Si

gn C

ontro

l Fr

eeFr

eeFr

eeFr

eeSt

opSt

opRT

Cha

nneli

zed

-No

ne-

None

-No

neSt

orag

e Len

gth-

--

-0

-Ve

h in M

edian

Stor

age,

#-

00

-0

-Gr

ade,

%-

00

-0

-Pe

ak H

our F

actor

9090

9090

9090

Heav

y Veh

icles

, %2

22

22

2Mv

mt F

low11

386

343

106

1118

Major

/Mino

rMa

jor1

Major

2Mi

nor2

Confl

icting

Flow

All

549

0-

090

550

5

S

tage 1

--

--

496

-

S

tage 2

--

--

409

-Cr

itical

Hdwy

4.12

--

-6.4

26.2

2Cr

itical

Hdwy

Stg

1-

--

-5.4

2-

Critic

al Hd

wy S

tg 2

--

--

5.42

-Fo

llow-

up H

dwy

2.218

--

-3.5

183.3

18Po

t Cap

-1 M

aneu

ver

1021

--

-30

756

7

S

tage 1

--

--

612

-

S

tage 2

--

--

671

-Pl

atoon

bloc

ked,

%-

--

Mov C

ap-1

Man

euve

r94

2-

--

257

519

Mov C

ap-2

Man

euve

r-

--

-25

7-

Stag

e 1-

--

-55

6-

Stag

e 2-

--

-61

9-

Appr

oach

EBW

BSB

HCM

Contr

ol De

lay, s

0.20

15.5

HCM

LOS

C Mi

nor L

ane/M

ajor M

vmt

EBL

EBT

WBT

WBR

SBLn

1Ca

pacit

y (ve

h/h)

942

--

-37

3HC

M La

ne V

/C R

atio

0.012

--

-0.0

77HC

M Co

ntrol

Delay

(s)

8.90

--

15.5

HCM

Lane

LOS

AA

--

CHC

M 95

th %

tile Q

(veh)

0-

--

0.2

Lane

s, V

olum

es, T

imin

gs8:

Mar

guer

ite &

McA

rthu

r01

-28-

2020

112 M

ontre

al Ro

ad A

M Pe

ak H

our E

xistin

gSy

nchr

o 10 L

ight R

epor

tPa

ge 14

Lane

Gro

upEB

TEB

RW

BLW

BTNB

LNB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

338

1946

395

931

Futur

e Volu

me (v

ph)

338

1946

395

931

Satd.

Flow

(pro

t)17

280

017

3616

5814

83Flt

Per

mitte

d0.9

310.9

50Sa

td. F

low (p

erm)

1728

00

1622

1551

1426

Satd.

Flow

(RTO

R)7

34La

ne G

roup

Flow

(vph

)39

70

049

010

34Tu

rn T

ype

NAPe

rmNA

Perm

Perm

Prote

cted P

hase

s2

6Pe

rmitte

d Pha

ses

64

4De

tector

Pha

se2

66

44

Switc

h Pha

seMi

nimum

Initia

l (s)

10.0

10.0

10.0

10.0

10.0

Minim

um S

plit (

s)27

.523

.523

.524

.524

.5To

tal S

plit (

s)45

.045

.045

.025

.025

.0To

tal S

plit (

%)

64.3%

64.3%

64.3%

35.7%

35.7%

Yello

w Tim

e (s)

3.33.3

3.33.3

3.3Al

l-Red

Tim

e (s)

2.22.2

2.22.2

2.2Lo

st Tim

e Adju

st (s)

0.00.0

0.00.0

Total

Lost

Time (

s)5.5

5.55.5

5.5Le

ad/La

gLe

ad-L

ag O

ptimi

ze?

Reca

ll Mod

eC-

Max

C-Ma

xC-

Max

None

None

Act E

ffct G

reen

(s)

53.8

53.8

13.6

13.6

Actua

ted g/

C Ra

tio0.7

70.7

70.1

90.1

9v/c

Rati

o0.3

00.3

90.0

30.1

1Co

ntrol

Delay

6.28.3

20.1

8.4Qu

eue D

elay

0.00.0

0.00.0

Total

Dela

y6.2

8.320

.18.4

LOS

AA

CA

Appr

oach

Dela

y6.2

8.311

.1Ap

proa

ch LO

SA

AB

Queu

e Len

gth 50

th (m

)15

.939

.61.2

0.0Qu

eue L

ength

95th

(m)

42.4

m55.1

4.15.9

Inter

nal L

ink D

ist (m

)36

.315

4.214

4.2Tu

rn B

ay Le

ngth

(m)

Base

Cap

acity

(vph

)13

2912

4643

242

1St

arva

tion C

ap R

educ

tn0

00

0Sp

illbac

k Cap

Red

uctn

00

00

Stor

age C

ap R

educ

tn0

00

0Re

duce

d v/c

Ratio

0.30

0.39

0.02

0.08

Inter

secti

on S

umma

ryCy

cle Le

ngth:

70Ac

tuated

Cyc

le Le

ngth:

70Of

fset: 0

(0%

), Re

feren

ced t

o pha

se 2:

EBT

and 6

:WBT

L, St

art o

f Gre

enNa

tural

Cycle

: 55

Contr

ol Ty

pe: A

ctuate

d-Co

ordin

ated

Lane

s, V

olum

es, T

imin

gs8:

Mar

guer

ite &

McA

rthu

r01

-28-

2020

112 M

ontre

al Ro

ad A

M Pe

ak H

our E

xistin

gSy

nchr

o 10 L

ight R

epor

tPa

ge 15

Maxim

um v/

c Rati

o: 0.3

9Int

erse

ction

Sign

al De

lay: 7

.6Int

erse

ction

LOS:

AInt

erse

ction

Cap

acity

Utili

zatio

n 68.8

%IC

U Le

vel o

f Ser

vice C

Analy

sis P

eriod

(min)

15De

scrip

tion:

As pe

r sign

al tim

ing pl

an pr

ovide

d on N

ov 29

, 201

9.m

Volu

me fo

r 95th

perce

ntile

queu

e is m

etere

d by u

pstre

am si

gnal.

Splits

and P

hase

s:

8: Ma

rgue

rite &

McA

rthur

Lane

s, V

olum

es, T

imin

gs9:

Van

ier

& M

cArt

hur

01-2

8-20

20

112 M

ontre

al Ro

ad A

M Pe

ak H

our E

xistin

gSy

nchr

o 10 L

ight R

epor

tPa

ge 16

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

3411

227

920

919

110

422

010

4422

514

012

0760

Futur

e Volu

me (v

ph)

3411

227

920

919

110

422

010

4422

514

012

0760

Satd.

Flow

(pro

t)16

5817

4514

8332

1617

4514

8316

5833

1614

8316

5833

1614

83Flt

Per

mitte

d0.9

500.9

500.9

500.9

50Sa

td. F

low (p

erm)

1537

1745

1398

3008

1745

1320

1645

3316

1355

1635

3316

1381

Satd.

Flow

(RTO

R)24

112

021

912

1La

ne G

roup

Flow

(vph

)38

124

310

232

212

116

244

1160

250

156

1341

67Tu

rn T

ype

Prot

NAPe

rmPr

otNA

Perm

Prot

NAPe

rmPr

otNA

Perm

Prote

cted P

hase

s7

43

85

21

6Pe

rmitte

d Pha

ses

48

26

Detec

tor P

hase

74

43

88

52

21

66

Switc

h Pha

seMi

nimum

Initia

l (s)

5.010

.010

.05.0

10.0

10.0

5.010

.010

.05.0

10.0

10.0

Minim

um S

plit (

s)11

.236

.236

.211

.236

.236

.211

.136

.136

.111

.136

.136

.1To

tal S

plit (

s)20

.036

.236

.220

.036

.236

.224

.059

.859

.824

.059

.859

.8To

tal S

plit (

%)

14.3%

25.9%

25.9%

14.3%

25.9%

25.9%

17.1%

42.7%

42.7%

17.1%

42.7%

42.7%

Yello

w Tim

e (s)

3.33.3

3.33.3

3.33.3

3.73.7

3.73.7

3.73.7

All-R

ed T

ime (

s)2.9

2.92.9

2.92.9

2.92.4

2.42.4

2.42.4

2.4Lo

st Tim

e Adju

st (s)

0.00.0

0.00.0

0.00.0

0.00.0

0.00.0

0.00.0

Total

Lost

Time (

s)6.2

6.26.2

6.26.2

6.26.1

6.16.1

6.16.1

6.1Le

ad/La

gLa

gLe

adLe

adLa

gLe

adLe

adLe

adLa

gLa

gLe

adLa

gLa

gLe

ad-L

ag O

ptimi

ze?

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Reca

ll Mod

eNo

neNo

neNo

neNo

neNo

neNo

neNo

neC-

Max

C-Ma

xNo

neC-

Max

C-Ma

xAc

t Effc

t Gre

en (s

)12

.026

.026

.013

.129

.529

.521

.859

.859

.816

.454

.454

.4Ac

tuated

g/C

Ratio

0.09

0.19

0.19

0.09

0.21

0.21

0.16

0.43

0.43

0.12

0.39

0.39

v/c R

atio

0.27

0.38

0.68

0.77

0.58

0.31

0.95

0.82

0.36

0.80

1.04

0.11

Contr

ol De

lay69

.947

.821

.979

.156

.69.3

102.2

42.9

7.085

.270

.43.0

Queu

e Dela

y0.0

0.00.0

0.00.0

0.00.0

0.00.0

0.00.0

0.0To

tal D

elay

69.9

47.8

21.9

79.1

56.6

9.310

2.242

.97.0

85.2

70.4

3.0LO

SE

DC

EE

AF

DA

FE

AAp

proa

ch D

elay

32.5

56.1

46.2

69.0

Appr

oach

LOS

CE

DE

Queu

e Len

gth 50

th (m

)11

.029

.325

.032

.753

.00.0

~79.3

159.2

5.445

.4~2

01.8

0.0Qu

eue L

ength

95th

(m)

23.2

48.8

60.2

#48.7

79.6

15.0

#132

.7#2

00.7

24.7

m#72

.1#2

46.5

m2.9

Inter

nal L

ink D

ist (m

)15

4.219

1.219

5.113

7.1Tu

rn B

ay Le

ngth

(m)

50.0

100.0

120.0

115.0

90.0

90.0

90.0

90.0

Base

Cap

acity

(vph

)16

337

348

831

737

337

725

814

1770

421

112

8861

0St

arva

tion C

ap R

educ

tn0

00

00

00

00

00

0Sp

illbac

k Cap

Red

uctn

00

00

00

00

00

00

Stor

age C

ap R

educ

tn0

00

00

00

00

00

0Re

duce

d v/c

Ratio

0.23

0.33

0.64

0.73

0.57

0.31

0.95

0.82

0.36

0.74

1.04

0.11

Inter

secti

on S

umma

ryCy

cle Le

ngth:

140

Actua

ted C

ycle

Leng

th: 14

0Of

fset: 1

00 (7

1%),

Refer

ence

d to p

hase

2:NB

T an

d 6:S

BT, S

tart o

f Gre

enNa

tural

Cycle

: 145

Contr

ol Ty

pe: A

ctuate

d-Co

ordin

ated

Lane

s, V

olum

es, T

imin

gs9:

Van

ier

& M

cArt

hur

01-2

8-20

20

112 M

ontre

al Ro

ad A

M Pe

ak H

our E

xistin

gSy

nchr

o 10 L

ight R

epor

tPa

ge 17

Maxim

um v/

c Rati

o: 1.0

4Int

erse

ction

Sign

al De

lay: 5

4.4Int

erse

ction

LOS:

DInt

erse

ction

Cap

acity

Utili

zatio

n 93.2

%IC

U Le

vel o

f Ser

vice F

Analy

sis P

eriod

(min)

15De

scrip

tion:

As pe

r sign

al tim

ing pl

an pr

ovide

d on N

ov 29

, 201

9. Ad

dition

al E-

W pe

destr

ian ph

ase t

ime t

aken

from

N-S

phas

e.~

Volu

me ex

ceed

s cap

acity

, que

ue is

theo

retic

ally i

nfinit

e.

Que

ue sh

own i

s max

imum

after

two c

ycles

.#

95th

perce

ntile

volum

e exc

eeds

capa

city,

queu

e may

be lo

nger

.

Que

ue sh

own i

s max

imum

after

two c

ycles

.m

Volu

me fo

r 95th

perce

ntile

queu

e is m

etere

d by u

pstre

am si

gnal.

Splits

and P

hase

s:

9: Va

nier &

McA

rthur

Lane

s, V

olum

es, T

imin

gs1:

Nor

th R

iver

& M

ontr

eal

01-2

8-20

20

112 M

ontre

al Ro

ad P

M Pe

ak H

our E

xistin

gSy

nchr

o 10 L

ight R

epor

tPa

ge 1

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

063

036

90

658

2135

135

3913

1531

Futur

e Volu

me (v

ph)

063

036

90

658

2135

135

3913

1531

Satd.

Flow

(pro

t)0

3074

00

3290

016

5817

4514

830

1577

0Flt

Per

mitte

d0.7

150.9

54Sa

td. F

low (p

erm)

030

740

032

900

1225

1745

1417

015

110

Satd.

Flow

(RTO

R)13

643

34La

ne G

roup

Flow

(vph

)0

1110

00

754

039

039

430

650

Turn

Typ

eNA

NAPe

rmNA

Perm

Perm

NAPr

otecte

d Pha

ses

26

84

Perm

itted P

hase

s8

84

Detec

tor P

hase

26

88

84

4Sw

itch P

hase

Minim

um In

itial (s

)10

.010

.010

.010

.010

.010

.010

.0Mi

nimum

Spli

t (s)

36.2

30.2

36.2

36.2

36.2

27.0

27.0

Total

Spli

t (s)

44.0

44.0

56.0

56.0

56.0

56.0

56.0

Total

Spli

t (%

)44

.0%44

.0%56

.0%56

.0%56

.0%56

.0%56

.0%Ye

llow

Time (

s)3.3

3.33.3

3.33.3

3.33.3

All-R

ed T

ime (

s)2.9

2.92.9

2.92.9

2.72.7

Lost

Time A

djust

(s)0.0

0.00.0

0.00.0

0.0To

tal Lo

st Tim

e (s)

6.26.2

6.26.2

6.26.0

Lead

/Lag

Lead

-Lag

Opti

mize

?Re

call M

ode

C-Ma

xC-

Max

None

None

None

None

None

Act E

ffct G

reen

(s)

49.1

49.1

38.5

38.5

38.5

38.7

Actua

ted g/

C Ra

tio0.4

90.4

90.3

80.3

80.3

80.3

9v/c

Rati

o0.7

00.4

70.8

30.0

60.0

80.1

1Co

ntrol

Delay

22.1

16.7

41.9

16.2

4.79.2

Queu

e Dela

y0.0

0.70.0

0.00.0

0.0To

tal D

elay

22.1

17.3

41.9

16.2

4.79.2

LOS

CB

DB

AA

Appr

oach

Dela

y22

.117

.336

.49.2

Appr

oach

LOS

CB

DA

Queu

e Len

gth 50

th (m

)76

.136

.466

.14.6

0.03.7

Queu

e Len

gth 95

th (m

)#1

33.2

82.4

87.0

9.05.3

9.7Int

erna

l Link

Dist

(m)

179.1

52.8

112.9

59.0

Turn

Bay

Leng

th (m

)90

.090

.0Ba

se C

apac

ity (v

ph)

1577

1614

610

869

727

772

Star

vatio

n Cap

Red

uctn

048

20

00

0Sp

illbac

k Cap

Red

uctn

00

00

00

Stor

age C

ap R

educ

tn0

00

00

0Re

duce

d v/c

Ratio

0.70

0.67

0.64

0.04

0.06

0.08

Inter

secti

on S

umma

ryCy

cle Le

ngth:

100

Actua

ted C

ycle

Leng

th: 10

0Of

fset: 0

(0%

), Re

feren

ced t

o pha

se 2:

EBT

and 6

:WBT

, Star

t of G

reen

Natur

al Cy

cle: 7

5Co

ntrol

Type

: Actu

ated-

Coor

dinate

d

Lane

s, V

olum

es, T

imin

gs1:

Nor

th R

iver

& M

ontr

eal

01-2

8-20

20

112 M

ontre

al Ro

ad P

M Pe

ak H

our E

xistin

gSy

nchr

o 10 L

ight R

epor

tPa

ge 2

Maxim

um v/

c Rati

o: 0.8

3Int

erse

ction

Sign

al De

lay: 2

3.1Int

erse

ction

LOS:

CInt

erse

ction

Cap

acity

Utili

zatio

n 78.4

%IC

U Le

vel o

f Ser

vice D

Analy

sis P

eriod

(min)

15De

scrip

tion:

As pe

r sign

al tim

ing pl

an pr

ovide

d on N

ov 29

, 201

9.#

95th

perce

ntile

volum

e exc

eeds

capa

city,

queu

e may

be lo

nger

.

Que

ue sh

own i

s max

imum

after

two c

ycles

.

Splits

and P

hase

s:

1: No

rth R

iver &

Mon

treal

Lane

s, V

olum

es, T

imin

gs2:

Mon

tgom

ery

& M

ontr

eal

01-2

8-20

20

112 M

ontre

al Ro

ad P

M Pe

ak H

our E

xistin

gSy

nchr

o 10 L

ight R

epor

tPa

ge 3

Lane

Gro

upEB

TEB

RW

BLW

BTNB

LNB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

604

7851

625

5834

Futur

e Volu

me (v

ph)

604

7851

625

5834

Satd.

Flow

(pro

t)32

270

033

0216

5814

83Flt

Per

mitte

d0.8

340.9

50Sa

td. F

low (p

erm)

3227

00

2761

1647

1391

Satd.

Flow

(RTO

R)34

38La

ne G

roup

Flow

(vph

)75

80

075

164

38Tu

rn T

ype

NAPe

rmNA

Prot

Perm

Prote

cted P

hase

s2

68

Perm

itted P

hase

s6

8De

tector

Pha

se2

66

88

Switc

h Pha

seMi

nimum

Initia

l (s)

10.0

10.0

10.0

10.0

10.0

Minim

um S

plit (

s)19

.523

.523

.519

.519

.5To

tal S

plit (

s)76

.076

.076

.024

.024

.0To

tal S

plit (

%)

76.0%

76.0%

76.0%

24.0%

24.0%

Yello

w Tim

e (s)

3.33.3

3.33.3

3.3Al

l-Red

Tim

e (s)

2.22.2

2.22.2

2.2Lo

st Tim

e Adju

st (s)

0.00.0

0.00.0

Total

Lost

Time (

s)5.5

5.55.5

5.5Le

ad/La

gLe

ad-L

ag O

ptimi

ze?

Reca

ll Mod

eC-

Max

C-Ma

xC-

Max

None

None

Act E

ffct G

reen

(s)

81.6

81.6

11.6

11.6

Actua

ted g/

C Ra

tio0.8

20.8

20.1

20.1

2v/c

Rati

o0.2

90.3

30.3

30.1

9Co

ntrol

Delay

0.63.7

45.0

14.9

Queu

e Dela

y0.4

0.00.0

0.0To

tal D

elay

1.03.8

45.0

14.9

LOS

AA

DB

Appr

oach

Dela

y1.0

3.833

.7Ap

proa

ch LO

SA

AC

Queu

e Len

gth 50

th (m

)1.8

17.2

11.8

0.0Qu

eue L

ength

95th

(m)

2.829

.023

.68.9

Inter

nal L

ink D

ist (m

)52

.813

8.913

7.9Tu

rn B

ay Le

ngth

(m)

Base

Cap

acity

(vph

)26

3922

5330

628

8St

arva

tion C

ap R

educ

tn12

710

00

Spillb

ack C

ap R

educ

tn0

131

00

Stor

age C

ap R

educ

tn0

00

0Re

duce

d v/c

Ratio

0.55

0.35

0.21

0.13

Inter

secti

on S

umma

ryCy

cle Le

ngth:

100

Actua

ted C

ycle

Leng

th: 10

0Of

fset: 0

(0%

), Re

feren

ced t

o pha

se 2:

EBT

and 6

:WBT

L, St

art o

f Gre

enNa

tural

Cycle

: 45

Contr

ol Ty

pe: A

ctuate

d-Co

ordin

ated

Lane

s, V

olum

es, T

imin

gs2:

Mon

tgom

ery

& M

ontr

eal

01-2

8-20

20

112 M

ontre

al Ro

ad P

M Pe

ak H

our E

xistin

gSy

nchr

o 10 L

ight R

epor

tPa

ge 4

Maxim

um v/

c Rati

o: 0.3

3Int

erse

ction

Sign

al De

lay: 4

.4Int

erse

ction

LOS:

AInt

erse

ction

Cap

acity

Utili

zatio

n 64.2

%IC

U Le

vel o

f Ser

vice C

Analy

sis P

eriod

(min)

15De

scrip

tion:

As pe

r sign

al tim

ing pl

an pr

ovide

d on N

ov 29

, 201

9.

Splits

and P

hase

s:

2: Mo

ntgom

ery &

Mon

treal

Lane

s, V

olum

es, T

imin

gs4:

Van

ier

& M

ontr

eal

01-2

8-20

20

112 M

ontre

al Ro

ad P

M Pe

ak H

our E

xistin

gSy

nchr

o 10 L

ight R

epor

tPa

ge 6

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

5136

917

815

633

819

823

310

1121

014

210

1995

Futur

e Volu

me (v

ph)

5136

917

815

633

819

823

310

1121

014

210

1995

Satd.

Flow

(pro

t)16

5830

790

1658

3018

016

5847

6414

8316

5847

6414

83Flt

Per

mitte

d0.4

020.1

640.9

500.9

50Sa

td. F

low (p

erm)

675

3079

028

130

180

1630

4764

1390

1640

4764

1346

Satd.

Flow

(RTO

R)55

8923

312

0La

ne G

roup

Flow

(vph

)57

608

017

359

60

259

1123

233

158

1132

106

Turn

Typ

ePe

rmNA

pm+p

tNA

Prot

NAPe

rmPr

otNA

Perm

Prote

cted P

hase

s4

38

52

16

Perm

itted P

hase

s4

82

6De

tector

Pha

se4

43

85

22

16

6Sw

itch P

hase

Minim

um In

itial (s

)10

.010

.05.0

10.0

5.010

.010

.05.0

10.0

10.0

Minim

um S

plit (

s)39

.639

.610

.739

.611

.128

.928

.911

.128

.928

.9To

tal S

plit (

s)40

.040

.012

.052

.034

.054

.054

.034

.054

.054

.0To

tal S

plit (

%)

28.6%

28.6%

8.6%

37.1%

24.3%

38.6%

38.6%

24.3%

38.6%

38.6%

Yello

w Tim

e (s)

3.33.3

3.33.3

3.73.7

3.73.7

3.73.7

All-R

ed T

ime (

s)3.3

3.32.4

3.32.4

2.22.2

2.42.2

2.2Lo

st Tim

e Adju

st (s)

0.00.0

0.00.0

0.00.0

0.00.0

0.00.0

Total

Lost

Time (

s)6.6

6.65.7

6.66.1

5.95.9

6.15.9

5.9Le

ad/La

gLa

gLa

gLe

adLe

adLa

gLa

gLe

adLa

gLa

gLe

ad-L

ag O

ptimi

ze?

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Reca

ll Mod

eNo

neNo

neNo

neNo

neNo

neC-

Max

C-Ma

xNo

neC-

Max

C-Ma

xAc

t Effc

t Gre

en (s

)31

.331

.344

.243

.325

.359

.559

.518

.652

.852

.8Ac

tuated

g/C

Ratio

0.22

0.22

0.32

0.31

0.18

0.42

0.42

0.13

0.38

0.38

v/c R

atio

0.38

0.83

1.15

0.60

0.87

0.55

0.32

0.72

0.63

0.18

Contr

ol De

lay53

.357

.715

7.337

.082

.730

.48.1

75.6

38.6

4.6Qu

eue D

elay

0.00.0

0.00.0

0.00.0

0.00.0

0.00.0

Total

Dela

y53

.357

.715

7.337

.082

.730

.48.1

75.6

38.6

4.6LO

SD

EF

DF

CA

ED

AAp

proa

ch D

elay

57.3

64.0

35.6

40.2

Appr

oach

LOS

EE

DD

Queu

e Len

gth 50

th (m

)13

.376

.8~4

1.861

.675

.359

.113

.242

.697

.90.0

Queu

e Len

gth 95

th (m

)27

.399

.0#8

8.680

.7m8

2.8m6

5.4m1

6.363

.411

5.310

.0Int

erna

l Link

Dist

(m)

99.5

196.4

220.3

139.4

Turn

Bay

Leng

th (m

)13

5.013

5.013

5.013

5.0Ba

se C

apac

ity (v

ph)

161

776

150

1038

330

2025

725

330

1797

582

Star

vatio

n Cap

Red

uctn

00

00

00

00

00

Spillb

ack C

ap R

educ

tn0

00

00

00

00

0St

orag

e Cap

Red

uctn

00

00

00

00

00

Redu

ced v

/c Ra

tio0.3

50.7

81.1

50.5

70.7

80.5

50.3

20.4

80.6

30.1

8

Inter

secti

on S

umma

ryCy

cle Le

ngth:

140

Actua

ted C

ycle

Leng

th: 14

0Of

fset: 5

6 (40

%),

Refer

ence

d to p

hase

2:NB

T an

d 6:S

BT, S

tart o

f Gre

enNa

tural

Cycle

: 105

Contr

ol Ty

pe: A

ctuate

d-Co

ordin

ated

Lane

s, V

olum

es, T

imin

gs4:

Van

ier

& M

ontr

eal

01-2

8-20

20

112 M

ontre

al Ro

ad P

M Pe

ak H

our E

xistin

gSy

nchr

o 10 L

ight R

epor

tPa

ge 7

Maxim

um v/

c Rati

o: 1.1

5Int

erse

ction

Sign

al De

lay: 4

5.2Int

erse

ction

LOS:

DInt

erse

ction

Cap

acity

Utili

zatio

n 90.4

%IC

U Le

vel o

f Ser

vice E

Analy

sis P

eriod

(min)

15De

scrip

tion:

As pe

r sign

al tim

ing pl

an pr

ovide

d on N

ov 29

, 201

9.~

Volu

me ex

ceed

s cap

acity

, que

ue is

theo

retic

ally i

nfinit

e.

Que

ue sh

own i

s max

imum

after

two c

ycles

.#

95th

perce

ntile

volum

e exc

eeds

capa

city,

queu

e may

be lo

nger

.

Que

ue sh

own i

s max

imum

after

two c

ycles

.m

Volu

me fo

r 95th

perce

ntile

queu

e is m

etere

d by u

pstre

am si

gnal.

Splits

and P

hase

s:

4: Va

nier &

Mon

treal

Lane

s, V

olum

es, T

imin

gs5:

Cod

y/H

anna

h &

Mon

trea

l01

-28-

2020

112 M

ontre

al Ro

ad P

M Pe

ak H

our E

xistin

gSy

nchr

o 10 L

ight R

epor

tPa

ge 8

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

114

661

73

603

450

00

7115

71Fu

ture V

olume

(vph

)11

466

17

360

345

00

071

1571

Satd.

Flow

(pro

t)0

3283

00

3210

00

00

015

530

Flt P

ermi

tted

0.718

0.953

0.978

Satd.

Flow

(per

m)0

2339

00

3059

00

00

015

350

Satd.

Flow

(RTO

R)2

1837

Lane

Gro

up F

low (v

ph)

086

90

072

30

00

00

175

0Tu

rn T

ype

Perm

NAPe

rmNA

Perm

NAPr

otecte

d Pha

ses

26

8Pe

rmitte

d Pha

ses

26

8De

tector

Pha

se2

26

68

8Sw

itch P

hase

Minim

um In

itial (s

)10

.010

.010

.010

.010

.010

.0Mi

nimum

Spli

t (s)

25.5

25.5

21.5

21.5

21.5

21.5

Total

Spli

t (s)

75.0

75.0

75.0

75.0

25.0

25.0

Total

Spli

t (%

)75

.0%75

.0%75

.0%75

.0%25

.0%25

.0%Ye

llow

Time (

s)3.3

3.33.3

3.33.3

3.3Al

l-Red

Tim

e (s)

2.22.2

2.22.2

2.22.2

Lost

Time A

djust

(s)0.0

0.00.0

Total

Lost

Time (

s)5.5

5.55.5

Lead

/Lag

Lead

-Lag

Opti

mize

?Re

call M

ode

C-Ma

xC-

Max

C-Ma

xC-

Max

None

None

Act E

ffct G

reen

(s)

74.1

74.1

14.9

Actua

ted g/

C Ra

tio0.7

40.7

40.1

5v/c

Rati

o0.5

00.3

20.6

8Co

ntrol

Delay

7.05.1

44.2

Queu

e Dela

y0.0

0.00.0

Total

Dela

y7.0

5.144

.2LO

SA

AD

Appr

oach

Dela

y7.0

5.144

.2Ap

proa

ch LO

SA

AD

Queu

e Len

gth 50

th (m

)32

.221

.425

.1Qu

eue L

ength

95th

(m)

51.2

33.3

45.1

Inter

nal L

ink D

ist (m

)19

6.487

.112

7.910

6.3Tu

rn B

ay Le

ngth

(m)

Base

Cap

acity

(vph

)17

3422

7132

9St

arva

tion C

ap R

educ

tn0

00

Spillb

ack C

ap R

educ

tn0

00

Stor

age C

ap R

educ

tn0

00

Redu

ced v

/c Ra

tio0.5

00.3

20.5

3

Inter

secti

on S

umma

ryCy

cle Le

ngth:

100

Actua

ted C

ycle

Leng

th: 10

0Of

fset: 1

0 (10

%),

Refer

ence

d to p

hase

2:EB

TL an

d 6:W

BTL,

Star

t of G

reen

Natur

al Cy

cle: 5

5Co

ntrol

Type

: Actu

ated-

Coor

dinate

d

Lane

s, V

olum

es, T

imin

gs5:

Cod

y/H

anna

h &

Mon

trea

l01

-28-

2020

112 M

ontre

al Ro

ad P

M Pe

ak H

our E

xistin

gSy

nchr

o 10 L

ight R

epor

tPa

ge 9

Maxim

um v/

c Rati

o: 0.6

8Int

erse

ction

Sign

al De

lay: 9

.9Int

erse

ction

LOS:

AInt

erse

ction

Cap

acity

Utili

zatio

n 73.9

%IC

U Le

vel o

f Ser

vice D

Analy

sis P

eriod

(min)

15De

scrip

tion:

As pe

r sign

al tim

ing pl

an pr

ovide

d on N

ov 29

, 201

9.

Splits

and P

hase

s:

5: Co

dy/H

anna

h & M

ontre

al

HC

M 2

010

TW

SC

6: N

orth

Riv

er &

Sel

kirk

01-2

8-20

20

112 M

ontre

al Ro

ad P

M Pe

ak H

our E

xistin

gSy

nchr

o 10 L

ight R

epor

tPa

ge 11

Inter

secti

onInt

Dela

y, s/v

eh2.7

Move

ment

WBL

WBR

NBT

NBR

SBL

SBT

Lane

Con

figur

ation

sTr

affic

Vol, v

eh/h

115

4741

20

043

4Fu

ture V

ol, ve

h/h11

547

412

00

434

Confl

icting

Ped

s, #/h

r2

20

6666

0Si

gn C

ontro

l St

opSt

opFr

eeFr

eeFr

eeFr

eeRT

Cha

nneli

zed

-No

ne-

None

-No

neSt

orag

e Len

gth0

0-

--

-Ve

h in M

edian

Stor

age,

#0

-0

--

0Gr

ade,

%0

-0

--

0Pe

ak H

our F

actor

9090

9090

9090

Heav

y Veh

icles

, %2

22

22

2Mv

mt F

low12

852

458

00

482

Major

/Mino

rMi

nor1

Major

1Ma

jor2

Confl

icting

Flow

All

701

460

0-

--

Stag

e 145

8-

--

--

Stag

e 224

3-

--

--

Critic

al Hd

wy6.6

36.2

3-

--

-Cr

itical

Hdwy

Stg

15.4

3-

--

--

Critic

al Hd

wy S

tg 2

5.83

--

--

-Fo

llow-

up H

dwy

3.519

3.319

--

--

Pot C

ap-1

Man

euve

r38

960

0-

00

-

S

tage 1

636

--

00

-

S

tage 2

775

--

00

-Pl

atoon

bloc

ked,

%-

-Mo

v Cap

-1 M

aneu

ver

388

599

--

--

Mov C

ap-2

Man

euve

r38

8-

--

--

Stag

e 163

6-

--

--

Stag

e 277

3-

--

--

Appr

oach

WB

NBSB

HCM

Contr

ol De

lay, s

16.7

00

HCM

LOS

C Mi

nor L

ane/M

ajor M

vmt

NBTW

BLn1

WBL

n2SB

TCa

pacit

y (ve

h/h)

-38

859

9-

HCM

Lane

V/C

Rati

o-

0.329

0.087

-HC

M Co

ntrol

Delay

(s)

-18

.811

.6-

HCM

Lane

LOS

-C

B-

HCM

95th

%tile

Q(ve

h)-

1.40.3

-

HC

M 2

010

TW

SC

7: M

cArt

hur

& D

unda

s01

-28-

2020

112 M

ontre

al Ro

ad P

M Pe

ak H

our E

xistin

gSy

nchr

o 10 L

ight R

epor

tPa

ge 13

Inter

secti

onInt

Dela

y, s/v

eh0.9

Move

ment

EBL

EBT

WBT

WBR

SBL

SBR

Lane

Con

figur

ation

sTr

affic

Vol, v

eh/h

752

830

195

294

Futur

e Vol,

veh/h

752

830

195

294

Confl

icting

Ped

s, #/h

r76

00

760

9Si

gn C

ontro

l Fr

eeFr

eeFr

eeFr

eeSt

opSt

opRT

Cha

nneli

zed

-No

ne-

None

-No

neSt

orag

e Len

gth-

--

-0

-Ve

h in M

edian

Stor

age,

#-

00

-0

-Gr

ade,

%-

00

-0

-Pe

ak H

our F

actor

9090

9090

9090

Heav

y Veh

icles

, %2

22

22

2Mv

mt F

low8

587

334

106

324

Major

/Mino

rMa

jor1

Major

2Mi

nor2

Confl

icting

Flow

All

516

0-

010

6647

2

S

tage 1

--

--

463

-

S

tage 2

--

--

603

-Cr

itical

Hdwy

4.12

--

-6.4

26.2

2Cr

itical

Hdwy

Stg

1-

--

-5.4

2-

Critic

al Hd

wy S

tg 2

--

--

5.42

-Fo

llow-

up H

dwy

2.218

--

-3.5

183.3

18Po

t Cap

-1 M

aneu

ver

1050

--

-24

659

2

S

tage 1

--

--

634

-

S

tage 2

--

--

546

-Pl

atoon

bloc

ked,

%-

--

Mov C

ap-1

Man

euve

r98

8-

--

215

553

Mov C

ap-2

Man

euve

r-

--

-21

5-

Stag

e 1-

--

-59

0-

Stag

e 2-

--

-51

4-

Appr

oach

EBW

BSB

HCM

Contr

ol De

lay, s

0.10

23.4

HCM

LOS

C Mi

nor L

ane/M

ajor M

vmt

EBL

EBT

WBT

WBR

SBLn

1Ca

pacit

y (ve

h/h)

988

--

-23

2HC

M La

ne V

/C R

atio

0.008

--

-0.1

58HC

M Co

ntrol

Delay

(s)

8.70

--

23.4

HCM

Lane

LOS

AA

--

CHC

M 95

th %

tile Q

(veh)

0-

--

0.6

Lane

s, V

olum

es, T

imin

gs8:

Mar

guer

ite &

McA

rthu

r01

-28-

2020

112 M

ontre

al Ro

ad P

M Pe

ak H

our E

xistin

gSy

nchr

o 10 L

ight R

epor

tPa

ge 14

Lane

Gro

upEB

TEB

RW

BLW

BTNB

LNB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

536

2140

376

2052

Futur

e Volu

me (v

ph)

536

2140

376

2052

Satd.

Flow

(pro

t)17

320

017

3616

5814

83Flt

Per

mitte

d0.9

130.9

50Sa

td. F

low (p

erm)

1732

00

1591

1586

1425

Satd.

Flow

(RTO

R)5

58La

ne G

roup

Flow

(vph

)61

90

046

222

58Tu

rn T

ype

NAPe

rmNA

Perm

Perm

Prote

cted P

hase

s2

6Pe

rmitte

d Pha

ses

64

4De

tector

Pha

se2

66

44

Switc

h Pha

seMi

nimum

Initia

l (s)

10.0

10.0

10.0

10.0

10.0

Minim

um S

plit (

s)27

.523

.523

.524

.524

.5To

tal S

plit (

s)50

.050

.050

.025

.025

.0To

tal S

plit (

%)

66.7%

66.7%

66.7%

33.3%

33.3%

Yello

w Tim

e (s)

3.33.3

3.33.3

3.3Al

l-Red

Tim

e (s)

2.22.2

2.22.2

2.2Lo

st Tim

e Adju

st (s)

0.00.0

0.00.0

Total

Lost

Time (

s)5.5

5.55.5

5.5Le

ad/La

gLe

ad-L

ag O

ptimi

ze?

Reca

ll Mod

eC-

Max

C-Ma

xC-

Max

None

None

Act E

ffct G

reen

(s)

54.6

54.6

13.6

13.6

Actua

ted g/

C Ra

tio0.7

30.7

30.1

80.1

8v/c

Rati

o0.4

90.4

00.0

80.1

9Co

ntrol

Delay

8.47.5

23.6

8.3Qu

eue D

elay

0.00.0

0.00.0

Total

Dela

y8.4

7.523

.68.3

LOS

AA

CA

Appr

oach

Dela

y8.4

7.512

.5Ap

proa

ch LO

SA

AB

Queu

e Len

gth 50

th (m

)30

.220

.62.8

0.0Qu

eue L

ength

95th

(m)

77.2

53.7

7.58.1

Inter

nal L

ink D

ist (m

)36

.315

4.214

4.2Tu

rn B

ay Le

ngth

(m)

Base

Cap

acity

(vph

)12

6211

5841

241

3St

arva

tion C

ap R

educ

tn0

00

0Sp

illbac

k Cap

Red

uctn

00

00

Stor

age C

ap R

educ

tn0

00

0Re

duce

d v/c

Ratio

0.49

0.40

0.05

0.14

Inter

secti

on S

umma

ryCy

cle Le

ngth:

75Ac

tuated

Cyc

le Le

ngth:

75Of

fset: 0

(0%

), Re

feren

ced t

o pha

se 2:

EBT

and 6

:WBT

L, St

art o

f Gre

enNa

tural

Cycle

: 60

Contr

ol Ty

pe: A

ctuate

d-Co

ordin

ated

Lane

s, V

olum

es, T

imin

gs8:

Mar

guer

ite &

McA

rthu

r01

-28-

2020

112 M

ontre

al Ro

ad P

M Pe

ak H

our E

xistin

gSy

nchr

o 10 L

ight R

epor

tPa

ge 15

Maxim

um v/

c Rati

o: 0.4

9Int

erse

ction

Sign

al De

lay: 8

.3Int

erse

ction

LOS:

AInt

erse

ction

Cap

acity

Utili

zatio

n 75.7

%IC

U Le

vel o

f Ser

vice D

Analy

sis P

eriod

(min)

15De

scrip

tion:

As pe

r sign

al tim

ing pl

an pr

ovide

d on N

ov 29

, 201

9.

Splits

and P

hase

s:

8: Ma

rgue

rite &

McA

rthur

Lane

s, V

olum

es, T

imin

gs9:

Van

ier

& M

cArt

hur

01-2

8-20

20

112 M

ontre

al Ro

ad P

M Pe

ak H

our E

xistin

gSy

nchr

o 10 L

ight R

epor

tPa

ge 16

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

5524

647

233

321

817

020

611

9825

112

211

7866

Futur

e Volu

me (v

ph)

5524

647

233

321

817

020

611

9825

112

211

7866

Satd.

Flow

(pro

t)16

5817

4514

8332

1617

4514

8316

5833

1614

8316

5833

1614

83Flt

Per

mitte

d0.9

500.9

500.9

500.9

50Sa

td. F

low (p

erm)

1577

1745

1323

2862

1745

1360

1618

3316

1368

1643

3316

1235

Satd.

Flow

(RTO

R)26

118

922

116

8La

ne G

roup

Flow

(vph

)61

273

524

370

242

189

229

1331

279

136

1309

73Tu

rn T

ype

Prot

NAPe

rmPr

otNA

Perm

Prot

NAPe

rmPr

otNA

Perm

Prote

cted P

hase

s7

43

85

21

6Pe

rmitte

d Pha

ses

48

26

Detec

tor P

hase

74

43

88

52

21

66

Switc

h Pha

seMi

nimum

Initia

l (s)

5.010

.010

.05.0

10.0

10.0

5.010

.010

.05.0

10.0

10.0

Minim

um S

plit (

s)11

.236

.236

.211

.236

.236

.211

.136

.136

.111

.136

.136

.1To

tal S

plit (

s)18

.036

.236

.218

.036

.236

.231

.062

.862

.823

.054

.854

.8To

tal S

plit (

%)

12.9%

25.9%

25.9%

12.9%

25.9%

25.9%

22.1%

44.9%

44.9%

16.4%

39.1%

39.1%

Yello

w Tim

e (s)

3.33.3

3.33.3

3.33.3

3.73.7

3.73.7

3.73.7

All-R

ed T

ime (

s)2.9

2.92.9

2.92.9

2.92.4

2.42.4

2.42.4

2.4Lo

st Tim

e Adju

st (s)

0.00.0

0.00.0

0.00.0

0.00.0

0.00.0

0.00.0

Total

Lost

Time (

s)6.2

6.26.2

6.26.2

6.26.1

6.16.1

6.16.1

6.1Le

ad/La

gLa

gLe

adLe

adLa

gLe

adLe

adLe

adLa

gLa

gLe

adLa

gLa

gLe

ad-L

ag O

ptimi

ze?

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Reca

ll Mod

eNo

neNo

neNo

neNo

neNo

neNo

neNo

neC-

Max

C-Ma

xNo

neC-

Max

C-Ma

xAc

t Effc

t Gre

en (s

)10

.730

.030

.011

.833

.633

.622

.758

.458

.415

.250

.950

.9Ac

tuated

g/C

Ratio

0.08

0.21

0.21

0.08

0.24

0.24

0.16

0.42

0.42

0.11

0.36

0.36

v/c R

atio

0.48

0.73

1.07

1.37

0.58

0.40

0.85

0.96

0.40

0.76

1.09

0.13

Contr

ol De

lay74

.664

.087

.823

2.355

.08.7

84.3

56.7

8.576

.589

.52.3

Queu

e Dela

y0.0

0.00.0

0.00.0

0.00.0

0.00.0

0.00.0

0.0To

tal D

elay

74.6

64.0

87.8

232.3

55.0

8.784

.356

.78.5

76.5

89.5

2.3LO

SE

EF

FE

AF

EA

EF

AAp

proa

ch D

elay

79.3

126.0

52.8

84.2

Appr

oach

LOS

EF

DF

Queu

e Len

gth 50

th (m

)16

.371

.1~1

00.4

~69.4

61.7

0.061

.219

1.09.9

38.2

~209

.90.3

Queu

e Len

gth 95

th (m

)31

.310

3.2#1

70.3

#101

.191

.120

.4#9

9.1#2

42.0

31.0

m55.9

m#24

4.3m2

.9Int

erna

l Link

Dist

(m)

154.2

174.6

77.0

137.1

Turn

Bay

Leng

th (m

)50

.010

0.012

0.011

5.090

.090

.090

.090

.0Ba

se C

apac

ity (v

ph)

139

373

488

271

418

469

294

1383

699

200

1205

556

Star

vatio

n Cap

Red

uctn

00

00

00

00

00

00

Spillb

ack C

ap R

educ

tn0

00

00

00

00

00

0St

orag

e Cap

Red

uctn

00

00

00

00

00

00

Redu

ced v

/c Ra

tio0.4

40.7

31.0

71.3

70.5

80.4

00.7

80.9

60.4

00.6

81.0

90.1

3

Inter

secti

on S

umma

ryCy

cle Le

ngth:

140

Actua

ted C

ycle

Leng

th: 14

0Of

fset: 5

4 (39

%),

Refer

ence

d to p

hase

2:NB

T an

d 6:S

BT, S

tart o

f Gre

enNa

tural

Cycle

: 135

Contr

ol Ty

pe: A

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Appendix D

Collision Data

Accident Date Accident Year Accident Time Location Environment Condition Light Traffic Control Traffic Control Condition Classification Of Accident Initial Impact Type Road Surface Condition2015‐02‐20 2015 12:03 CYR AVE @ MONTREAL RD 01 ‐ Clear 01 ‐ Daylight 02 ‐ Stop sign 03 ‐ P.D. only 02 ‐ Angle 02 ‐ Wet2015‐02‐23 2015 11:51 CYR AVE @ MONTREAL RD 01 ‐ Clear 01 ‐ Daylight 02 ‐ Stop sign 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2015‐12‐11 2015 18:19 CYR AVE @ MONTREAL RD 01 ‐ Clear 07 ‐ Dark 02 ‐ Stop sign 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2016‐11‐14 2016 17:39 CYR AVE @ MONTREAL RD 01 ‐ Clear 07 ‐ Dark 02 ‐ Stop sign 03 ‐ P.D. only 02 ‐ Angle 01 ‐ Dry2017‐04‐03 2017 13:40 CYR AVE @ MONTREAL RD 01 ‐ Clear 01 ‐ Daylight 02 ‐ Stop sign 02 ‐ Non‐fatal injury 07 ‐ SMV other 01 ‐ Dry2017‐07‐06 2017 15:04 CYR AVE @ MONTREAL RD 01 ‐ Clear 01 ‐ Daylight 02 ‐ Stop sign 02 ‐ Non‐fatal injury 05 ‐ Turning movement 01 ‐ Dry2017‐08‐28 2017 12:59 CYR AVE @ MONTREAL RD 01 ‐ Clear 01 ‐ Daylight 02 ‐ Stop sign 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2017‐12‐29 2017 14:46 CYR AVE @ MONTREAL RD 01 ‐ Clear 01 ‐ Daylight 02 ‐ Stop sign 03 ‐ P.D. only 02 ‐ Angle 05 ‐ Packed snow2018‐01‐29 2018 13:15 CYR AVE @ MONTREAL RD (0009803) 01 ‐ Clear 01 ‐ Daylight 02 ‐ Stop sign 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2018‐10‐18 2018 12:25 CYR AVE @ MONTREAL RD (0009803) 01 ‐ Clear 01 ‐ Daylight 02 ‐ Stop sign 02 ‐ Non‐fatal injury 05 ‐ Turning movement 01 ‐ Dry2015‐02‐07 2015 12:45 DUNDAS ST @ MCARTHUR AVE 01 ‐ Clear 01 ‐ Daylight 02 ‐ Stop sign 02 ‐ Non‐fatal injury 02 ‐ Angle 01 ‐ Dry2015‐02‐27 2015 17:18 DUNDAS ST @ MCARTHUR AVE 01 ‐ Clear 01 ‐ Daylight 02 ‐ Stop sign 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2016‐09‐30 2016 12:59 DUNDAS ST @ MCARTHUR AVE 01 ‐ Clear 01 ‐ Daylight 02 ‐ Stop sign 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2016‐12‐05 2016 14:27 DUNDAS ST @ MCARTHUR AVE 03 ‐ Snow 01 ‐ Daylight 02 ‐ Stop sign 03 ‐ P.D. only 02 ‐ Angle 02 ‐ Wet2018‐06‐13 2018 12:28 DUNDAS ST @ MCARTHUR AVE (0009192) 01 ‐ Clear 01 ‐ Daylight 02 ‐ Stop sign 03 ‐ P.D. only 02 ‐ Angle 01 ‐ Dry2014‐01‐03 2014 9:04 DUROCHER ST @ MONTREAL RD 01 ‐ Clear 01 ‐ Daylight 02 ‐ Stop sign 02 ‐ Non‐fatal injury 03 ‐ Rear end 06 ‐ Ice2014‐10‐08 2014 18:45 DUROCHER ST @ MONTREAL RD 01 ‐ Clear 07 ‐ Dark 02 ‐ Stop sign 03 ‐ P.D. only 02 ‐ Angle 02 ‐ Wet2015‐01‐22 2015 16:35 DUROCHER ST @ MONTREAL RD 05 ‐ Drifting Snow 01 ‐ Daylight 02 ‐ Stop sign 03 ‐ P.D. only 05 ‐ Turning movement 02 ‐ Wet2015‐07‐22 2015 17:19 DUROCHER ST @ MONTREAL RD 01 ‐ Clear 01 ‐ Daylight 02 ‐ Stop sign 02 ‐ Non‐fatal injury 05 ‐ Turning movement 01 ‐ Dry2015‐08‐22 2015 13:14 DUROCHER ST @ MONTREAL RD 01 ‐ Clear 01 ‐ Daylight 02 ‐ Stop sign 02 ‐ Non‐fatal injury 02 ‐ Angle 01 ‐ Dry2015‐09‐04 2015 17:22 DUROCHER ST @ MONTREAL RD 01 ‐ Clear 01 ‐ Daylight 02 ‐ Stop sign 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2017‐02‐07 2017 18:35 DUROCHER ST @ MONTREAL RD 01 ‐ Clear 07 ‐ Dark 02 ‐ Stop sign 03 ‐ P.D. only 02 ‐ Angle 01 ‐ Dry2017‐03‐31 2017 14:11 DUROCHER ST @ MONTREAL RD 01 ‐ Clear 01 ‐ Daylight 02 ‐ Stop sign 03 ‐ P.D. only 02 ‐ Angle 01 ‐ Dry2017‐09‐12 2017 12:52 DUROCHER ST @ MONTREAL RD 01 ‐ Clear 01 ‐ Daylight 02 ‐ Stop sign 02 ‐ Non‐fatal injury 02 ‐ Angle 01 ‐ Dry2017‐10‐21 2017 14:07 DUROCHER ST @ MONTREAL RD 01 ‐ Clear 01 ‐ Daylight 02 ‐ Stop sign 03 ‐ P.D. only 02 ‐ Angle 01 ‐ Dry2017‐11‐28 2017 17:15 DUROCHER ST @ MONTREAL RD 01 ‐ Clear 07 ‐ Dark 02 ‐ Stop sign 03 ‐ P.D. only 99 ‐ Other 01 ‐ Dry2017‐12‐09 2017 20:55 DUROCHER ST @ MONTREAL RD 03 ‐ Snow 07 ‐ Dark 02 ‐ Stop sign 03 ‐ P.D. only 03 ‐ Rear end 03 ‐ Loose snow2018‐01‐12 2018 8:37 DUROCHER ST @ MONTREAL RD (0009800) 02 ‐ Rain 01 ‐ Daylight 02 ‐ Stop sign 03 ‐ P.D. only 05 ‐ Turning movement 02 ‐ Wet2018‐03‐04 2018 11:56 DUROCHER ST @ MONTREAL RD (0009800) 01 ‐ Clear 01 ‐ Daylight 02 ‐ Stop sign 03 ‐ P.D. only 02 ‐ Angle 01 ‐ Dry2018‐05‐15 2018 17:30 DUROCHER ST @ MONTREAL RD (0009800) 01 ‐ Clear 01 ‐ Daylight 02 ‐ Stop sign 03 ‐ P.D. only 02 ‐ Angle 01 ‐ Dry2018‐06‐26 2018 7:52 DUROCHER ST @ MONTREAL RD (0009800) 01 ‐ Clear 01 ‐ Daylight 02 ‐ Stop sign 02 ‐ Non‐fatal injury 02 ‐ Angle 01 ‐ Dry2018‐10‐26 2018 15:38 DUROCHER ST @ MONTREAL RD (0009800) 01 ‐ Clear 01 ‐ Daylight 02 ‐ Stop sign 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2014‐02‐18 2014 8:35 EMOND ST @ MONTREAL RD 03 ‐ Snow 01 ‐ Daylight 02 ‐ Stop sign 03 ‐ P.D. only 05 ‐ Turning movement 03 ‐ Loose snow2014‐05‐11 2014 15:40 EMOND ST @ MONTREAL RD 01 ‐ Clear 01 ‐ Daylight 02 ‐ Stop sign 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2014‐08‐11 2014 16:15 EMOND ST @ MONTREAL RD 01 ‐ Clear 01 ‐ Daylight 02 ‐ Stop sign 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2015‐04‐16 2015 9:03 EMOND ST @ MONTREAL RD 01 ‐ Clear 01 ‐ Daylight 02 ‐ Stop sign 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2015‐04‐21 2015 15:14 EMOND ST @ MONTREAL RD 01 ‐ Clear 01 ‐ Daylight 02 ‐ Stop sign 03 ‐ P.D. only 02 ‐ Angle 01 ‐ Dry2015‐08‐26 2015 17:00 EMOND ST @ MONTREAL RD 01 ‐ Clear 01 ‐ Daylight 02 ‐ Stop sign 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2016‐06‐01 2016 10:30 EMOND ST @ MONTREAL RD 01 ‐ Clear 01 ‐ Daylight 02 ‐ Stop sign 02 ‐ Non‐fatal injury 07 ‐ SMV other 01 ‐ Dry2016‐06‐04 2016 0:07 EMOND ST @ MONTREAL RD 01 ‐ Clear 07 ‐ Dark 02 ‐ Stop sign 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2016‐06‐10 2016 23:53 EMOND ST @ MONTREAL RD 01 ‐ Clear 07 ‐ Dark 02 ‐ Stop sign 02 ‐ Non‐fatal injury 02 ‐ Angle 01 ‐ Dry2016‐07‐08 2016 15:37 EMOND ST @ MONTREAL RD 01 ‐ Clear 01 ‐ Daylight 02 ‐ Stop sign 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2016‐10‐07 2016 17:32 EMOND ST @ MONTREAL RD 01 ‐ Clear 01 ‐ Daylight 02 ‐ Stop sign 03 ‐ P.D. only 02 ‐ Angle 01 ‐ Dry2016‐11‐28 2016 10:08 EMOND ST @ MONTREAL RD 01 ‐ Clear 01 ‐ Daylight 02 ‐ Stop sign 03 ‐ P.D. only 02 ‐ Angle 01 ‐ Dry2018‐12‐07 2018 10:40 EMOND ST @ MONTREAL RD (0009802) 01 ‐ Clear 01 ‐ Daylight 02 ‐ Stop sign 02 ‐ Non‐fatal injury 07 ‐ SMV other 01 ‐ Dry2014‐07‐11 2014 17:30 MARGUERITE AVE @ MCARTHUR AVE 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2015‐02‐26 2015 15:50 MARGUERITE AVE @ MCARTHUR AVE 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 02 ‐ Angle 01 ‐ Dry2015‐11‐07 2015 15:15 MARGUERITE AVE @ MCARTHUR AVE 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2016‐05‐27 2016 16:41 MARGUERITE AVE @ MCARTHUR AVE 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 02 ‐ Angle 02 ‐ Wet2016‐05‐16 2016 1:59 MARGUERITE AVE btwn MCARTHUR AVE & CARLOTTA AVE 01 ‐ Clear 07 ‐ Dark 10 ‐ No control 03 ‐ P.D. only 07 ‐ SMV other 01 ‐ Dry2016‐02‐18 2016 22:45 MAYFIELD ST @ MCARTHUR AVE 01 ‐ Clear 07 ‐ Dark 02 ‐ Stop sign 02 ‐ Non‐fatal injury 02 ‐ Angle 06 ‐ Ice2016‐08‐31 2016 13:39 MAYFIELD ST @ MCARTHUR AVE 01 ‐ Clear 01 ‐ Daylight 02 ‐ Stop sign 02 ‐ Non‐fatal injury 02 ‐ Angle 01 ‐ Dry2017‐02‐28 2017 16:40 MAYFIELD ST @ MCARTHUR AVE 01 ‐ Clear 01 ‐ Daylight 02 ‐ Stop sign 03 ‐ P.D. only 99 ‐ Other 01 ‐ Dry2017‐10‐17 2017 15:50 MAYFIELD ST @ MCARTHUR AVE 01 ‐ Clear 01 ‐ Daylight 02 ‐ Stop sign 03 ‐ P.D. only 02 ‐ Angle 01 ‐ Dry2018‐01‐16 2018 14:39 MAYFIELD ST @ MCARTHUR AVE (0009190) 01 ‐ Clear 01 ‐ Daylight 02 ‐ Stop sign 03 ‐ P.D. only 02 ‐ Angle 02 ‐ Wet2018‐01‐22 2018 15:47 MAYFIELD ST @ MCARTHUR AVE (0009190) 03 ‐ Snow 01 ‐ Daylight 02 ‐ Stop sign 03 ‐ P.D. only 02 ‐ Angle 03 ‐ Loose snow2018‐07‐11 2018 17:49 MAYFIELD ST @ MCARTHUR AVE (0009190) 01 ‐ Clear 01 ‐ Daylight 02 ‐ Stop sign 03 ‐ P.D. only 02 ‐ Angle 01 ‐ Dry2018‐10‐13 2018 19:16 MAYFIELD ST @ MCARTHUR AVE (0009190) 01 ‐ Clear 07 ‐ Dark 02 ‐ Stop sign 02 ‐ Non‐fatal injury 02 ‐ Angle 01 ‐ Dry2014‐01‐11 2014 8:09 MCARTHUR AVE @ NORTH RIVER RD 02 ‐ Rain 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 07 ‐ SMV other 06 ‐ Ice2015‐02‐02 2015 9:04 MCARTHUR AVE @ NORTH RIVER RD 03 ‐ Snow 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 05 ‐ Packed snow2015‐02‐04 2015 8:45 MCARTHUR AVE @ NORTH RIVER RD 03 ‐ Snow 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 03 ‐ Loose snow2015‐03‐13 2015 21:14 MCARTHUR AVE @ NORTH RIVER RD 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 02 ‐ Angle 01 ‐ Dry2015‐06‐28 2015 16:30 MCARTHUR AVE @ NORTH RIVER RD 02 ‐ Rain 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 02 ‐ Wet2016‐01‐14 2016 13:36 MCARTHUR AVE @ NORTH RIVER RD 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 02 ‐ Wet2016‐11‐18 2016 6:40 MCARTHUR AVE @ NORTH RIVER RD 01 ‐ Clear 03 ‐ Dawn 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 05 ‐ Turning movement 01 ‐ Dry2017‐12‐24 2017 2:48 MCARTHUR AVE @ NORTH RIVER RD 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 02 ‐ Wet2018‐02‐05 2018 16:22 MCARTHUR AVE @ NORTH RIVER RD (0009202) 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 05 ‐ Turning movement 06 ‐ Ice2018‐06‐12 2018 7:49 MCARTHUR AVE @ NORTH RIVER RD (0009202) 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2018‐09‐09 2018 17:32 MCARTHUR AVE @ NORTH RIVER RD (0009202) 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 02 ‐ Angle 01 ‐ Dry2018‐12‐19 2018 12:21 MCARTHUR AVE @ NORTH RIVER RD (0009202) 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 03 ‐ Rear end 01 ‐ Dry2014‐01‐05 2014 13:09 MCARTHUR AVE @ VANIER PKWY 03 ‐ Snow 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 03 ‐ Loose snow2014‐01‐07 2014 17:20 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 05 ‐ Dusk 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2014‐01‐15 2014 15:25 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 05 ‐ Turning movement 01 ‐ Dry2014‐05‐07 2014 18:30 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2014‐05‐30 2014 19:00 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2014‐06‐02 2014 10:30 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2014‐07‐01 2014 17:37 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 02 ‐ Angle 02 ‐ Wet2014‐07‐02 2014 17:22 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2014‐07‐26 2014 15:00 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 03 ‐ Rear end 01 ‐ Dry2014‐08‐06 2014 17:06 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2014‐08‐18 2014 15:05 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2014‐10‐03 2014 16:03 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2014‐10‐06 2014 10:00 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2014‐10‐19 2014 16:00 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2014‐11‐04 2014 15:30 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2014‐11‐06 2014 9:50 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry

2014‐11‐18 2014 9:38 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 06 ‐ Ice2014‐12‐22 2014 15:45 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2015‐01‐07 2015 8:44 MCARTHUR AVE @ VANIER PKWY 03 ‐ Snow 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 99 ‐ Other 05 ‐ Packed snow2015‐01‐17 2015 22:30 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2015‐01‐29 2015 19:15 MCARTHUR AVE @ VANIER PKWY 03 ‐ Snow 07 ‐ Dark 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 04 ‐ Sideswipe 03 ‐ Loose snow2015‐02‐02 2015 10:30 MCARTHUR AVE @ VANIER PKWY 03 ‐ Snow 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 05 ‐ Packed snow2015‐02‐06 2015 10:25 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 02 ‐ Angle 04 ‐ Slush2015‐02‐13 2015 17:40 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 05 ‐ Dusk 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2015‐03‐24 2015 13:57 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2015‐06‐28 2015 17:03 MCARTHUR AVE @ VANIER PKWY 02 ‐ Rain 01 ‐ Daylight 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 03 ‐ Rear end 02 ‐ Wet2015‐07‐15 2015 18:25 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 03 ‐ Rear end 01 ‐ Dry2015‐08‐17 2015 14:05 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2015‐09‐12 2015 12:50 MCARTHUR AVE @ VANIER PKWY 02 ‐ Rain 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 02 ‐ Wet2015‐10‐08 2015 15:47 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2015‐11‐18 2015 20:23 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2015‐12‐13 2015 13:49 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 02 ‐ Angle 01 ‐ Dry2015‐12‐25 2015 20:03 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2015‐12‐30 2015 8:06 MCARTHUR AVE @ VANIER PKWY 05 ‐ Drifting Snow 03 ‐ Dawn 01 ‐ Traffic signal 03 ‐ P.D. only 02 ‐ Angle 02 ‐ Wet2015‐12‐31 2015 15:25 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2016‐01‐29 2016 12:44 MCARTHUR AVE @ VANIER PKWY 03 ‐ Snow 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 02 ‐ Wet2016‐01‐31 2016 10:29 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2016‐02‐09 2016 14:30 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 02 ‐ Angle 02 ‐ Wet2016‐03‐22 2016 12:06 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 03 ‐ Rear end 01 ‐ Dry2016‐04‐12 2016 1:17 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 01 ‐ Fatal injury 02 ‐ Angle 02 ‐ Wet2016‐04‐20 2016 23:33 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 02 ‐ Angle 01 ‐ Dry2016‐05‐18 2016 13:00 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2016‐06‐29 2016 12:55 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 03 ‐ Rear end 01 ‐ Dry2016‐07‐02 2016 17:30 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2016‐07‐12 2016 12:07 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 03 ‐ Rear end 01 ‐ Dry2016‐07‐21 2016 16:59 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2016‐07‐29 2016 11:20 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2016‐08‐25 2016 18:30 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2016‐09‐21 2016 22:43 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2016‐10‐12 2016 10:38 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2016‐10‐20 2016 8:38 MCARTHUR AVE @ VANIER PKWY 02 ‐ Rain 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 02 ‐ Wet2016‐10‐24 2016 13:02 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2016‐11‐01 2016 15:20 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 03 ‐ Rear end 01 ‐ Dry2016‐11‐04 2016 7:20 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2016‐11‐22 2016 19:06 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 02 ‐ Wet2016‐12‐13 2016 7:45 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 03 ‐ Dawn 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 04 ‐ Slush2017‐01‐31 2017 8:29 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 06 ‐ Ice2017‐02‐08 2017 10:09 MCARTHUR AVE @ VANIER PKWY 03 ‐ Snow 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 02 ‐ Wet2017‐03‐06 2017 12:22 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2017‐03‐08 2017 8:13 MCARTHUR AVE @ VANIER PKWY 04 ‐ Freezing Rain 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 06 ‐ Ice2017‐03‐23 2017 7:29 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2017‐04‐15 2017 16:55 MCARTHUR AVE @ VANIER PKWY 02 ‐ Rain 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 02 ‐ Wet2017‐04‐28 2017 15:30 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2017‐05‐11 2017 6:20 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2017‐06‐07 2017 11:14 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2017‐06‐14 2017 22:00 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 03 ‐ Rear end 01 ‐ Dry2017‐06‐15 2017 23:24 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2017‐06‐24 2017 16:15 MCARTHUR AVE @ VANIER PKWY 02 ‐ Rain 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 02 ‐ Wet2017‐07‐11 2017 12:49 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 03 ‐ Rear end 01 ‐ Dry2017‐07‐26 2017 9:25 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2017‐08‐15 2017 14:50 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2017‐08‐24 2017 10:05 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2017‐08‐25 2017 16:04 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 02 ‐ Angle 01 ‐ Dry2017‐09‐01 2017 15:36 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2017‐09‐09 2017 13:23 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 03 ‐ Rear end 01 ‐ Dry2017‐11‐24 2017 17:15 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 02 ‐ Wet2017‐11‐25 2017 11:40 MCARTHUR AVE @ VANIER PKWY 02 ‐ Rain 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 02 ‐ Wet2017‐12‐04 2017 19:29 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 03 ‐ Rear end 01 ‐ Dry2017‐12‐08 2017 14:08 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2017‐12‐16 2017 15:30 MCARTHUR AVE @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 04 ‐ Slush2017‐12‐31 2017 21:00 MCARTHUR AVE @ VANIER PKWY 03 ‐ Snow 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 06 ‐ Ice2018‐01‐05 2018 20:41 MCARTHUR AVE @ VANIER PKWY (0004626) 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 02 ‐ Wet2018‐02‐07 2018 11:15 MCARTHUR AVE @ VANIER PKWY (0004626) 03 ‐ Snow 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 05 ‐ Packed snow2018‐03‐03 2018 14:14 MCARTHUR AVE @ VANIER PKWY (0004626) 02 ‐ Rain 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 02 ‐ Wet2018‐05‐30 2018 12:42 MCARTHUR AVE @ VANIER PKWY (0004626) 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2018‐06‐08 2018 2:15 MCARTHUR AVE @ VANIER PKWY (0004626) 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2018‐07‐26 2018 18:15 MCARTHUR AVE @ VANIER PKWY (0004626) 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2018‐08‐14 2018 15:21 MCARTHUR AVE @ VANIER PKWY (0004626) 02 ‐ Rain 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 07 ‐ SMV other 02 ‐ Wet2018‐08‐21 2018 17:46 MCARTHUR AVE @ VANIER PKWY (0004626) 02 ‐ Rain 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 02 ‐ Wet2018‐10‐27 2018 13:08 MCARTHUR AVE @ VANIER PKWY (0004626) 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 03 ‐ Rear end 01 ‐ Dry2018‐10‐29 2018 18:18 MCARTHUR AVE @ VANIER PKWY (0004626) 02 ‐ Rain 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 02 ‐ Wet2018‐11‐05 2018 13:00 MCARTHUR AVE @ VANIER PKWY (0004626) 02 ‐ Rain 01 ‐ Daylight 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 03 ‐ Rear end 02 ‐ Wet2018‐11‐23 2018 11:19 MCARTHUR AVE @ VANIER PKWY (0004626) 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 03 ‐ Rear end 02 ‐ Wet2018‐12‐22 2018 5:01 MCARTHUR AVE @ VANIER PKWY (0004626) 03 ‐ Snow 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 07 ‐ SMV other 05 ‐ Packed snow2017‐04‐13 2017 20:52 MCARTHUR AVE btwn MARGUERITE AVE & MAYFIELD ST 01 ‐ Clear 07 ‐ Dark 10 ‐ No control 03 ‐ P.D. only 06 ‐ SMV unattended vehicle 01 ‐ Dry2014‐01‐02 2014 13:00 MCARTHUR AVE btwn MAYFIELD ST & VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 02 ‐ Angle 01 ‐ Dry2014‐03‐01 2014 12:15 MCARTHUR AVE btwn MAYFIELD ST & VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 02 ‐ Angle 01 ‐ Dry2014‐07‐18 2014 11:53 MCARTHUR AVE btwn MAYFIELD ST & VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 02 ‐ Angle 01 ‐ Dry2015‐08‐17 2015 15:32 MCARTHUR AVE btwn MAYFIELD ST & VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 02 ‐ Angle 01 ‐ Dry2016‐03‐08 2016 16:46 MCARTHUR AVE btwn MAYFIELD ST & VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 02 ‐ Angle 01 ‐ Dry2016‐06‐01 2016 14:40 MCARTHUR AVE btwn MAYFIELD ST & VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 02 ‐ Non‐fatal injury 07 ‐ SMV other 01 ‐ Dry2016‐10‐06 2016 9:59 MCARTHUR AVE btwn MAYFIELD ST & VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2017‐03‐11 2017 13:42 MCARTHUR AVE btwn MAYFIELD ST & VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry

2014‐06‐22 2014 11:52 MCARTHUR AVE btwn NORTH RIVER RD & DUNDAS ST 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 06 ‐ SMV unattended vehicle 01 ‐ Dry2016‐06‐09 2016 10:38 MCARTHUR AVE btwn NORTH RIVER RD & DUNDAS ST 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2014‐01‐23 2014 17:13 MCARTHUR AVE btwn VANIER PKWY & ENFIELD AVE 01 ‐ Clear 05 ‐ Dusk 10 ‐ No control 03 ‐ P.D. only 02 ‐ Angle 01 ‐ Dry2014‐05‐22 2014 14:56 MCARTHUR AVE btwn VANIER PKWY & ENFIELD AVE 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 02 ‐ Non‐fatal injury 99 ‐ Other 01 ‐ Dry2015‐04‐09 2015 15:36 MCARTHUR AVE btwn VANIER PKWY & ENFIELD AVE 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2015‐06‐05 2015 7:41 MCARTHUR AVE btwn VANIER PKWY & ENFIELD AVE 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2016‐01‐09 2016 21:26 MCARTHUR AVE btwn VANIER PKWY & ENFIELD AVE 02 ‐ Rain 07 ‐ Dark 10 ‐ No control 03 ‐ P.D. only 02 ‐ Angle 02 ‐ Wet2018‐06‐13 2018 17:06 MCARTHUR AVE btwn VANIER PKWY & ENFIELD AVE (__3ZA3WV) 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 02 ‐ Non‐fatal injury 07 ‐ SMV other 01 ‐ Dry2014‐01‐28 2014 18:33 MONTGOMERY ST @ MONTREAL RD 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 07 ‐ SMV other 01 ‐ Dry2014‐04‐17 2014 12:04 MONTGOMERY ST @ MONTREAL RD 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 07 ‐ SMV other 01 ‐ Dry2015‐01‐10 2015 11:05 MONTGOMERY ST @ MONTREAL RD 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 04 ‐ Slush2015‐02‐17 2015 16:56 MONTGOMERY ST @ MONTREAL RD 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 05 ‐ Turning movement 02 ‐ Wet2015‐08‐19 2015 15:37 MONTGOMERY ST @ MONTREAL RD 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 02 ‐ Angle 01 ‐ Dry2015‐12‐23 2015 17:41 MONTGOMERY ST @ MONTREAL RD 02 ‐ Rain 07 ‐ Dark 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 07 ‐ SMV other 02 ‐ Wet2016‐05‐18 2016 12:41 MONTGOMERY ST @ MONTREAL RD 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2016‐06‐01 2016 16:00 MONTGOMERY ST @ MONTREAL RD 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2017‐02‐09 2017 9:50 MONTGOMERY ST @ MONTREAL RD 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2017‐08‐17 2017 16:10 MONTGOMERY ST @ MONTREAL RD 02 ‐ Rain 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 02 ‐ Wet2017‐09‐06 2017 15:55 MONTGOMERY ST @ MONTREAL RD 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 04 ‐ Sideswipe 01 ‐ Dry2017‐12‐08 2017 20:49 MONTGOMERY ST @ MONTREAL RD 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 07 ‐ SMV other 01 ‐ Dry2018‐10‐18 2018 13:02 MONTGOMERY ST @ MONTREAL RD (0009342) 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2016‐01‐16 2016 9:41 MONTGOMERY ST @ SELKIRK ST 03 ‐ Snow 01 ‐ Daylight 02 ‐ Stop sign 03 ‐ P.D. only 05 ‐ Turning movement 03 ‐ Loose snow2016‐05‐20 2016 15:25 MONTGOMERY ST btwn MONTREAL RD & SELKIRK ST 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2016‐12‐16 2016 18:32 MONTGOMERY ST btwn MONTREAL RD & SELKIRK ST 03 ‐ Snow 07 ‐ Dark 10 ‐ No control 03 ‐ P.D. only 02 ‐ Angle 03 ‐ Loose snow2014‐08‐05 2014 15:04 MONTREAL RD @ NORTH RIVER RD 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 03 ‐ Rear end 01 ‐ Dry2014‐10‐29 2014 18:24 MONTREAL RD @ NORTH RIVER RD 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2014‐11‐03 2014 11:52 MONTREAL RD @ NORTH RIVER RD 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 02 ‐ Angle 01 ‐ Dry2014‐11‐17 2014 17:50 MONTREAL RD @ NORTH RIVER RD 02 ‐ Rain 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 04 ‐ Slush2015‐04‐04 2015 19:54 MONTREAL RD @ NORTH RIVER RD 01 ‐ Clear 05 ‐ Dusk 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 05 ‐ Turning movement 01 ‐ Dry2015‐07‐20 2015 11:40 MONTREAL RD @ NORTH RIVER RD 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2015‐08‐23 2015 5:20 MONTREAL RD @ NORTH RIVER RD 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 07 ‐ SMV other 01 ‐ Dry2015‐09‐19 2015 18:03 MONTREAL RD @ NORTH RIVER RD 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2016‐02‐27 2016 23:21 MONTREAL RD @ NORTH RIVER RD 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 02 ‐ Angle 02 ‐ Wet2016‐03‐11 2016 21:33 MONTREAL RD @ NORTH RIVER RD 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2016‐04‐06 2016 18:58 MONTREAL RD @ NORTH RIVER RD 03 ‐ Snow 05 ‐ Dusk 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 03 ‐ Rear end 05 ‐ Packed snow2016‐04‐06 2016 19:20 MONTREAL RD @ NORTH RIVER RD 03 ‐ Snow 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 03 ‐ Loose snow2016‐04‐19 2016 6:13 MONTREAL RD @ NORTH RIVER RD 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2016‐05‐20 2016 0:55 MONTREAL RD @ NORTH RIVER RD 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 07 ‐ SMV other 01 ‐ Dry2016‐08‐01 2016 4:33 MONTREAL RD @ NORTH RIVER RD 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 01 ‐ Approaching 01 ‐ Dry2016‐10‐14 2016 21:54 MONTREAL RD @ NORTH RIVER RD 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2016‐10‐19 2016 10:53 MONTREAL RD @ NORTH RIVER RD 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 07 ‐ SMV other 01 ‐ Dry2016‐11‐20 2016 15:00 MONTREAL RD @ NORTH RIVER RD 03 ‐ Snow 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 03 ‐ Loose snow2016‐12‐19 2016 17:49 MONTREAL RD @ NORTH RIVER RD 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 02 ‐ Angle 02 ‐ Wet2017‐02‐23 2017 22:34 MONTREAL RD @ NORTH RIVER RD 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2017‐02‐27 2017 10:06 MONTREAL RD @ NORTH RIVER RD 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 07 ‐ SMV other 01 ‐ Dry2017‐04‐08 2017 1:07 MONTREAL RD @ NORTH RIVER RD 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 99 ‐ Other 01 ‐ Dry2017‐04‐27 2017 16:31 MONTREAL RD @ NORTH RIVER RD 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 02 ‐ Angle 01 ‐ Dry2017‐08‐28 2017 17:52 MONTREAL RD @ NORTH RIVER RD 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 07 ‐ SMV other 01 ‐ Dry2017‐11‐05 2017 16:14 MONTREAL RD @ NORTH RIVER RD 02 ‐ Rain 05 ‐ Dusk 01 ‐ Traffic signal 03 ‐ P.D. only 05 ‐ Turning movement 02 ‐ Wet2017‐12‐06 2017 20:00 MONTREAL RD @ NORTH RIVER RD 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 02 ‐ Angle 01 ‐ Dry2018‐01‐31 2018 20:06 MONTREAL RD @ NORTH RIVER RD (0009805) 03 ‐ Snow 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 03 ‐ Loose snow2018‐04‐14 2018 4:39 MONTREAL RD @ NORTH RIVER RD (0009805) 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 07 ‐ SMV other 01 ‐ Dry2018‐06‐25 2018 18:30 MONTREAL RD @ NORTH RIVER RD (0009805) 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2018‐07‐18 2018 22:59 MONTREAL RD @ NORTH RIVER RD (0009805) 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 07 ‐ SMV other 01 ‐ Dry2018‐09‐06 2018 21:38 MONTREAL RD @ NORTH RIVER RD (0009805) 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2018‐09‐14 2018 20:45 MONTREAL RD @ NORTH RIVER RD (0009805) 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2014‐01‐09 2014 15:15 MONTREAL RD @ PALACE ST 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 03 ‐ Rear end 04 ‐ Slush2014‐05‐20 2014 17:53 MONTREAL RD @ PALACE ST 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 02 ‐ Non‐fatal injury 05 ‐ Turning movement 01 ‐ Dry2014‐11‐11 2014 12:18 MONTREAL RD @ PALACE ST 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 02 ‐ Non‐fatal injury 05 ‐ Turning movement 01 ‐ Dry2015‐09‐18 2015 16:45 MONTREAL RD @ PALACE ST 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2015‐10‐15 2015 16:31 MONTREAL RD @ PALACE ST 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2015‐11‐30 2015 18:51 MONTREAL RD @ PALACE ST 01 ‐ Clear 07 ‐ Dark 10 ‐ No control 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2016‐05‐17 2016 16:45 MONTREAL RD @ PALACE ST 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2016‐05‐25 2016 7:00 MONTREAL RD @ PALACE ST 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 02 ‐ Non‐fatal injury 05 ‐ Turning movement 01 ‐ Dry2016‐07‐14 2016 17:15 MONTREAL RD @ PALACE ST 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2017‐03‐08 2017 17:17 MONTREAL RD @ PALACE ST 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2018‐10‐23 2018 17:13 MONTREAL RD @ PALACE ST (0004699) 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2018‐12‐15 2018 18:16 MONTREAL RD @ PALACE ST (0004699) 01 ‐ Clear 07 ‐ Dark 10 ‐ No control 02 ‐ Non‐fatal injury 07 ‐ SMV other 02 ‐ Wet2014‐03‐20 2014 16:41 MONTREAL RD @ SAVARD AVE 03 ‐ Snow 01 ‐ Daylight 02 ‐ Stop sign 03 ‐ P.D. only 02 ‐ Angle 02 ‐ Wet2015‐02‐26 2015 14:47 MONTREAL RD @ SAVARD AVE 01 ‐ Clear 01 ‐ Daylight 02 ‐ Stop sign 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2016‐01‐19 2016 14:42 MONTREAL RD @ SAVARD AVE 01 ‐ Clear 01 ‐ Daylight 02 ‐ Stop sign 03 ‐ P.D. only 03 ‐ Rear end 02 ‐ Wet2016‐10‐08 2016 22:41 MONTREAL RD @ SAVARD AVE 01 ‐ Clear 07 ‐ Dark 02 ‐ Stop sign 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2018‐11‐06 2018 16:01 MONTREAL RD @ SAVARD AVE (0009801) 01 ‐ Clear 01 ‐ Daylight 02 ‐ Stop sign 02 ‐ Non‐fatal injury 02 ‐ Angle 02 ‐ Wet2014‐01‐17 2014 20:40 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 05 ‐ Turning movement 02 ‐ Wet2014‐02‐06 2014 14:12 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 02 ‐ Angle 01 ‐ Dry2014‐02‐25 2014 7:23 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2014‐02‐26 2014 8:33 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2014‐03‐28 2014 15:20 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2014‐04‐05 2014 11:35 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2014‐05‐12 2014 14:45 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2014‐06‐05 2014 8:47 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2014‐06‐21 2014 19:15 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2014‐06‐24 2014 15:00 MONTREAL RD @ VANIER PKWY 02 ‐ Rain 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 02 ‐ Wet2014‐07‐06 2014 21:40 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 05 ‐ Turning movement 01 ‐ Dry2014‐08‐19 2014 0:56 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2014‐08‐24 2014 14:00 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 02 ‐ Angle 01 ‐ Dry2014‐09‐02 2014 20:35 MONTREAL RD @ VANIER PKWY 02 ‐ Rain 07 ‐ Dark 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 03 ‐ Rear end 02 ‐ Wet

2014‐09‐08 2014 8:30 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 03 ‐ Rear end 01 ‐ Dry2014‐09‐17 2014 12:13 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 03 ‐ Rear end 01 ‐ Dry2014‐10‐04 2014 8:10 MONTREAL RD @ VANIER PKWY 02 ‐ Rain 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 02 ‐ Wet2014‐10‐17 2014 11:27 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2014‐10‐18 2014 10:41 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2014‐11‐08 2014 0:05 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 05 ‐ Turning movement 01 ‐ Dry2014‐11‐11 2014 20:00 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2014‐11‐12 2014 9:08 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 02 ‐ Wet2014‐11‐24 2014 14:54 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 99 ‐ Other 01 ‐ Dry2014‐11‐28 2014 12:02 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2014‐12‐21 2014 19:31 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2014‐12‐27 2014 3:15 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 03 ‐ Rear end 02 ‐ Wet2015‐01‐05 2015 19:29 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2015‐01‐08 2015 13:30 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 02 ‐ Angle 05 ‐ Packed snow2015‐01‐08 2015 19:40 MONTREAL RD @ VANIER PKWY 03 ‐ Snow 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 03 ‐ Loose snow2015‐01‐14 2015 7:40 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 03 ‐ Dawn 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 06 ‐ Ice2015‐01‐22 2015 8:20 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2015‐02‐14 2015 16:45 MONTREAL RD @ VANIER PKWY 03 ‐ Snow 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 04 ‐ Slush2015‐03‐21 2015 14:07 MONTREAL RD @ VANIER PKWY 03 ‐ Snow 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 02 ‐ Wet2015‐03‐24 2015 15:46 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 07 ‐ SMV other 01 ‐ Dry2015‐04‐10 2015 0:08 MONTREAL RD @ VANIER PKWY 02 ‐ Rain 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 02 ‐ Wet2015‐04‐19 2015 0:00 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 07 ‐ SMV other 01 ‐ Dry2015‐04‐21 2015 8:35 MONTREAL RD @ VANIER PKWY 02 ‐ Rain 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 02 ‐ Wet2015‐04‐24 2015 12:30 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2015‐05‐22 2015 16:15 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2015‐06‐06 2015 10:21 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2015‐06‐10 2015 21:20 MONTREAL RD @ VANIER PKWY 02 ‐ Rain 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 02 ‐ Angle 02 ‐ Wet2015‐06‐11 2015 11:07 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2015‐07‐09 2015 21:17 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 03 ‐ Rear end 01 ‐ Dry2015‐11‐10 2015 7:00 MONTREAL RD @ VANIER PKWY 07 ‐ Fog, mist, smoke, dust 03 ‐ Dawn 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2015‐12‐09 2015 0:18 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 02 ‐ Angle 01 ‐ Dry2015‐12‐28 2015 11:24 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2016‐01‐02 2016 8:58 MONTREAL RD @ VANIER PKWY 03 ‐ Snow 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 03 ‐ Loose snow2016‐01‐04 2016 7:25 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 03 ‐ Dawn 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2016‐01‐14 2016 17:19 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 05 ‐ Dusk 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 02 ‐ Wet2016‐01‐27 2016 23:43 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 05 ‐ Turning movement 01 ‐ Dry2016‐02‐05 2016 9:59 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2016‐02‐17 2016 20:56 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 06 ‐ Ice2016‐02‐17 2016 22:23 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 99 ‐ Other 06 ‐ Ice2016‐02‐22 2016 12:15 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 02 ‐ Angle 01 ‐ Dry2016‐03‐24 2016 18:51 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 05 ‐ Dusk 01 ‐ Traffic signal 03 ‐ P.D. only 05 ‐ Turning movement 04 ‐ Slush2016‐04‐02 2016 10:00 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2016‐04‐08 2016 3:00 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 99 ‐ Other 02 ‐ Wet2016‐04‐15 2016 15:34 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 07 ‐ SMV other 01 ‐ Dry2016‐04‐23 2016 20:43 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2016‐04‐25 2016 11:10 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 07 ‐ SMV other 01 ‐ Dry2016‐04‐25 2016 21:01 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2016‐05‐30 2016 13:27 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 02 ‐ Angle 01 ‐ Dry2016‐06‐11 2016 23:58 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 05 ‐ Turning movement 01 ‐ Dry2016‐06‐15 2016 19:43 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2016‐07‐18 2016 12:12 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2016‐08‐02 2016 10:35 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 03 ‐ Rear end 01 ‐ Dry2016‐08‐18 2016 18:30 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2016‐09‐04 2016 3:25 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2016‐09‐05 2016 12:32 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2016‐09‐28 2016 8:52 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2016‐10‐25 2016 13:40 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2016‐11‐06 2016 8:43 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 04 ‐ Sideswipe 01 ‐ Dry2016‐11‐23 2016 16:34 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 05 ‐ Dusk 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2016‐11‐26 2016 0:17 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 07 ‐ SMV other 02 ‐ Wet2016‐12‐02 2016 19:05 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 02 ‐ Angle 01 ‐ Dry2016‐12‐08 2016 16:59 MONTREAL RD @ VANIER PKWY 03 ‐ Snow 05 ‐ Dusk 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 07 ‐ SMV other 02 ‐ Wet2016‐12‐17 2016 15:03 MONTREAL RD @ VANIER PKWY 03 ‐ Snow 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 04 ‐ Slush2016‐12‐19 2016 16:30 MONTREAL RD @ VANIER PKWY 03 ‐ Snow 05 ‐ Dusk 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 04 ‐ Sideswipe 04 ‐ Slush2016‐12‐27 2016 22:36 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 02 ‐ Angle 01 ‐ Dry2017‐02‐10 2017 20:15 MONTREAL RD @ VANIER PKWY 03 ‐ Snow 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 02 ‐ Wet2017‐02‐21 2017 16:41 MONTREAL RD @ VANIER PKWY 02 ‐ Rain 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 02 ‐ Wet2017‐03‐24 2017 23:30 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 03 ‐ Loose snow2017‐05‐02 2017 8:16 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2017‐05‐02 2017 15:38 MONTREAL RD @ VANIER PKWY 02 ‐ Rain 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 02 ‐ Wet2017‐05‐15 2017 10:04 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2017‐05‐15 2017 10:30 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2017‐05‐25 2017 8:05 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2017‐05‐30 2017 8:26 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2017‐05‐30 2017 9:13 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2017‐06‐14 2017 18:12 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 02 ‐ Angle 01 ‐ Dry2017‐06‐16 2017 21:30 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2017‐07‐21 2017 15:27 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2017‐08‐19 2017 16:35 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2017‐08‐25 2017 23:12 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2017‐09‐26 2017 10:51 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2017‐10‐16 2017 6:21 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 03 ‐ Dawn 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2017‐11‐01 2017 19:26 MONTREAL RD @ VANIER PKWY 02 ‐ Rain 07 ‐ Dark 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 05 ‐ Turning movement 02 ‐ Wet2017‐11‐07 2017 13:10 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2017‐11‐11 2017 21:07 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2017‐11‐17 2017 5:48 MONTREAL RD @ VANIER PKWY 03 ‐ Snow 07 ‐ Dark 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 07 ‐ SMV other 03 ‐ Loose snow2017‐11‐28 2017 16:48 MONTREAL RD @ VANIER PKWY 01 ‐ Clear 05 ‐ Dusk 01 ‐ Traffic signal 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry

2017‐12‐20 2017 22:46 MONTREAL RD @ VANIER PKWY 03 ‐ Snow 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 03 ‐ Loose snow2018‐01‐02 2018 19:35 MONTREAL RD @ VANIER PKWY (0004630) 03 ‐ Snow 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 03 ‐ Loose snow2018‐01‐03 2018 16:00 MONTREAL RD @ VANIER PKWY (0004630) 03 ‐ Snow 01 ‐ Daylight 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 03 ‐ Rear end 04 ‐ Slush2018‐01‐17 2018 19:16 MONTREAL RD @ VANIER PKWY (0004630) 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 04 ‐ Slush2018‐01‐31 2018 18:13 MONTREAL RD @ VANIER PKWY (0004630) 03 ‐ Snow 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 03 ‐ Loose snow2018‐02‐09 2018 12:54 MONTREAL RD @ VANIER PKWY (0004630) 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 02 ‐ Wet2018‐03‐04 2018 15:34 MONTREAL RD @ VANIER PKWY (0004630) 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2018‐03‐16 2018 10:19 MONTREAL RD @ VANIER PKWY (0004630) 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2018‐03‐19 2018 8:41 MONTREAL RD @ VANIER PKWY (0004630) 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2018‐05‐11 2018 20:58 MONTREAL RD @ VANIER PKWY (0004630) 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2018‐05‐17 2018 10:05 MONTREAL RD @ VANIER PKWY (0004630) 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 03 ‐ Rear end 01 ‐ Dry2018‐06‐08 2018 19:04 MONTREAL RD @ VANIER PKWY (0004630) 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2018‐06‐18 2018 14:35 MONTREAL RD @ VANIER PKWY (0004630) 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2018‐07‐14 2018 12:15 MONTREAL RD @ VANIER PKWY (0004630) 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2018‐08‐04 2018 19:49 MONTREAL RD @ VANIER PKWY (0004630) 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2018‐08‐11 2018 17:24 MONTREAL RD @ VANIER PKWY (0004630) 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2018‐09‐13 2018 16:02 MONTREAL RD @ VANIER PKWY (0004630) 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2018‐09‐15 2018 20:00 MONTREAL RD @ VANIER PKWY (0004630) 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2018‐09‐23 2018 1:03 MONTREAL RD @ VANIER PKWY (0004630) 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2018‐11‐02 2018 19:45 MONTREAL RD @ VANIER PKWY (0004630) 02 ‐ Rain 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 02 ‐ Wet2018‐11‐11 2018 13:08 MONTREAL RD @ VANIER PKWY (0004630) 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2018‐11‐24 2018 19:03 MONTREAL RD @ VANIER PKWY (0004630) 02 ‐ Rain 07 ‐ Dark 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 07 ‐ SMV other 02 ‐ Wet2018‐12‐07 2018 18:47 MONTREAL RD @ VANIER PKWY (0004630) 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2018‐12‐13 2018 14:12 MONTREAL RD @ VANIER PKWY (0004630) 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2018‐12‐29 2018 22:55 MONTREAL RD @ VANIER PKWY (0004630) 03 ‐ Snow 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 02 ‐ Wet2016‐03‐09 2016 11:42 MONTREAL RD btwn CODY AVE & OLMSTEAD ST 02 ‐ Rain 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 02 ‐ Angle 02 ‐ Wet2017‐01‐08 2017 16:57 MONTREAL RD btwn CODY AVE & OLMSTEAD ST 01 ‐ Clear 05 ‐ Dusk 10 ‐ No control 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2017‐03‐20 2017 18:41 MONTREAL RD btwn CODY AVE & OLMSTEAD ST 01 ‐ Clear 05 ‐ Dusk 10 ‐ No control 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2017‐10‐04 2017 20:20 MONTREAL RD btwn CODY AVE & OLMSTEAD ST 01 ‐ Clear 07 ‐ Dark 10 ‐ No control 02 ‐ Non‐fatal injury 03 ‐ Rear end 01 ‐ Dry2014‐09‐19 2014 14:01 MONTREAL RD btwn CYR AVE & HANNAH ST 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 07 ‐ SMV other 01 ‐ Dry2014‐10‐14 2014 9:27 MONTREAL RD btwn CYR AVE & HANNAH ST 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2014‐12‐27 2014 21:00 MONTREAL RD btwn CYR AVE & HANNAH ST 02 ‐ Rain 07 ‐ Dark 10 ‐ No control 03 ‐ P.D. only 07 ‐ SMV other 02 ‐ Wet2015‐06‐05 2015 22:27 MONTREAL RD btwn CYR AVE & HANNAH ST 01 ‐ Clear 07 ‐ Dark 10 ‐ No control 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2015‐07‐09 2015 8:12 MONTREAL RD btwn CYR AVE & HANNAH ST 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 02 ‐ Non‐fatal injury 04 ‐ Sideswipe 01 ‐ Dry2016‐04‐25 2016 14:00 MONTREAL RD btwn CYR AVE & HANNAH ST 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2017‐06‐01 2017 22:24 MONTREAL RD btwn CYR AVE & HANNAH ST 01 ‐ Clear 07 ‐ Dark 10 ‐ No control 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2018‐08‐02 2018 17:35 MONTREAL RD btwn CYR AVE & HANNAH ST (__3ZA3LT) 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2014‐05‐04 2014 17:45 MONTREAL RD btwn DUROCHER ST & SAVARD AVE 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 06 ‐ SMV unattended vehicle 01 ‐ Dry2015‐01‐30 2015 18:27 MONTREAL RD btwn DUROCHER ST & SAVARD AVE 03 ‐ Snow 07 ‐ Dark 10 ‐ No control 03 ‐ P.D. only 05 ‐ Turning movement 06 ‐ Ice2015‐09‐09 2015 19:55 MONTREAL RD btwn DUROCHER ST & SAVARD AVE 01 ‐ Clear 05 ‐ Dusk 10 ‐ No control 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2016‐09‐21 2016 12:35 MONTREAL RD btwn DUROCHER ST & SAVARD AVE 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 02 ‐ Angle 01 ‐ Dry2017‐10‐29 2017 2:22 MONTREAL RD btwn DUROCHER ST & SAVARD AVE 02 ‐ Rain 07 ‐ Dark 10 ‐ No control 02 ‐ Non‐fatal injury 07 ‐ SMV other 02 ‐ Wet2014‐08‐06 2014 13:02 MONTREAL RD btwn EMOND ST & CYR AVE 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2016‐12‐19 2016 16:11 MONTREAL RD btwn EMOND ST & CYR AVE 01 ‐ Clear 05 ‐ Dusk 10 ‐ No control 03 ‐ P.D. only 03 ‐ Rear end 04 ‐ Slush2014‐06‐09 2014 9:39 MONTREAL RD btwn MONTGOMERY ST & PALACE ST 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 06 ‐ SMV unattended vehicle 01 ‐ Dry2014‐07‐31 2014 22:26 MONTREAL RD btwn MONTGOMERY ST & PALACE ST 01 ‐ Clear 07 ‐ Dark 10 ‐ No control 02 ‐ Non‐fatal injury 06 ‐ SMV unattended vehicle 01 ‐ Dry2014‐11‐23 2014 14:59 MONTREAL RD btwn MONTGOMERY ST & PALACE ST 02 ‐ Rain 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 03 ‐ Rear end 02 ‐ Wet2015‐01‐07 2015 20:28 MONTREAL RD btwn MONTGOMERY ST & PALACE ST 01 ‐ Clear 07 ‐ Dark 10 ‐ No control 03 ‐ P.D. only 02 ‐ Angle 03 ‐ Loose snow2015‐02‐05 2015 19:51 MONTREAL RD btwn MONTGOMERY ST & PALACE ST 01 ‐ Clear 07 ‐ Dark 10 ‐ No control 03 ‐ P.D. only 05 ‐ Turning movement 04 ‐ Slush2015‐07‐08 2015 15:40 MONTREAL RD btwn MONTGOMERY ST & PALACE ST 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 02 ‐ Non‐fatal injury 05 ‐ Turning movement 01 ‐ Dry2015‐09‐10 2015 17:43 MONTREAL RD btwn MONTGOMERY ST & PALACE ST 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 02 ‐ Non‐fatal injury 05 ‐ Turning movement 01 ‐ Dry2016‐04‐24 2016 12:06 MONTREAL RD btwn MONTGOMERY ST & PALACE ST 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 06 ‐ SMV unattended vehicle 01 ‐ Dry2016‐05‐25 2016 18:21 MONTREAL RD btwn MONTGOMERY ST & PALACE ST 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 01 ‐ Approaching 01 ‐ Dry2016‐06‐14 2016 12:04 MONTREAL RD btwn MONTGOMERY ST & PALACE ST 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2016‐08‐19 2016 11:44 MONTREAL RD btwn MONTGOMERY ST & PALACE ST 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 02 ‐ Angle 01 ‐ Dry2016‐09‐04 2016 14:00 MONTREAL RD btwn MONTGOMERY ST & PALACE ST 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 99 ‐ Other 01 ‐ Dry2017‐05‐30 2017 16:07 MONTREAL RD btwn MONTGOMERY ST & PALACE ST 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2017‐09‐15 2017 17:30 MONTREAL RD btwn MONTGOMERY ST & PALACE ST 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 07 ‐ SMV other 01 ‐ Dry2017‐11‐08 2017 15:38 MONTREAL RD btwn MONTGOMERY ST & PALACE ST 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 02 ‐ Non‐fatal injury 07 ‐ SMV other 01 ‐ Dry2018‐06‐01 2018 18:24 MONTREAL RD btwn MONTGOMERY ST & PALACE ST (__3ZA3KD) 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 02 ‐ Non‐fatal injury 05 ‐ Turning movement 01 ‐ Dry2018‐12‐06 2018 13:54 MONTREAL RD btwn MONTGOMERY ST & PALACE ST (__3ZA3KD) 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 02 ‐ Angle 02 ‐ Wet2014‐02‐09 2014 22:00 MONTREAL RD btwn NORTH RIVER RD & MONTGOMERY ST 03 ‐ Snow 07 ‐ Dark 10 ‐ No control 03 ‐ P.D. only 05 ‐ Turning movement 03 ‐ Loose snow2015‐03‐12 2015 16:07 MONTREAL RD btwn NORTH RIVER RD & MONTGOMERY ST 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2016‐03‐12 2016 17:10 MONTREAL RD btwn NORTH RIVER RD & MONTGOMERY ST 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 02 ‐ Non‐fatal injury 04 ‐ Sideswipe 01 ‐ Dry2016‐06‐03 2016 17:45 MONTREAL RD btwn NORTH RIVER RD & MONTGOMERY ST 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 02 ‐ Angle 01 ‐ Dry2018‐06‐13 2018 16:01 MONTREAL RD btwn NORTH RIVER RD & MONTGOMERY ST (__3ZA 02 ‐ Rain 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 04 ‐ Sideswipe 02 ‐ Wet2018‐08‐27 2018 19:24 MONTREAL RD btwn NORTH RIVER RD & MONTGOMERY ST (__3ZA 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2018‐11‐09 2018 16:56 MONTREAL RD btwn NORTH RIVER RD & MONTGOMERY ST (__3ZA 03 ‐ Snow 05 ‐ Dusk 10 ‐ No control 03 ‐ P.D. only 03 ‐ Rear end 02 ‐ Wet2018‐12‐14 2018 2:05 MONTREAL RD btwn NORTH RIVER RD & MONTGOMERY ST (__3ZA 01 ‐ Clear 07 ‐ Dark 10 ‐ No control 03 ‐ P.D. only 07 ‐ SMV other 01 ‐ Dry2014‐01‐03 2014 14:49 MONTREAL RD btwn PALACE ST & VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 05 ‐ Turning movement 02 ‐ Wet2014‐01‐24 2014 13:38 MONTREAL RD btwn PALACE ST & VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 02 ‐ Angle 01 ‐ Dry2014‐02‐04 2014 12:51 MONTREAL RD btwn PALACE ST & VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2014‐02‐07 2014 20:35 MONTREAL RD btwn PALACE ST & VANIER PKWY 07 ‐ Fog, mist, smoke, dust 07 ‐ Dark 10 ‐ No control 03 ‐ P.D. only 02 ‐ Angle 02 ‐ Wet2014‐04‐09 2014 17:16 MONTREAL RD btwn PALACE ST & VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 02 ‐ Non‐fatal injury 05 ‐ Turning movement 01 ‐ Dry2014‐05‐06 2014 16:01 MONTREAL RD btwn PALACE ST & VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2014‐05‐16 2014 7:32 MONTREAL RD btwn PALACE ST & VANIER PKWY 02 ‐ Rain 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 05 ‐ Turning movement 02 ‐ Wet2014‐05‐27 2014 15:53 MONTREAL RD btwn PALACE ST & VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 06 ‐ SMV unattended vehicle 01 ‐ Dry2014‐07‐09 2014 15:00 MONTREAL RD btwn PALACE ST & VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2014‐09‐23 2014 21:43 MONTREAL RD btwn PALACE ST & VANIER PKWY 01 ‐ Clear 07 ‐ Dark 10 ‐ No control 03 ‐ P.D. only 06 ‐ SMV unattended vehicle 01 ‐ Dry2014‐10‐08 2014 6:55 MONTREAL RD btwn PALACE ST & VANIER PKWY 02 ‐ Rain 03 ‐ Dawn 10 ‐ No control 03 ‐ P.D. only 03 ‐ Rear end 02 ‐ Wet2014‐10‐08 2014 20:00 MONTREAL RD btwn PALACE ST & VANIER PKWY 01 ‐ Clear 07 ‐ Dark 10 ‐ No control 03 ‐ P.D. only 06 ‐ SMV unattended vehicle 01 ‐ Dry2014‐10‐30 2014 19:07 MONTREAL RD btwn PALACE ST & VANIER PKWY 01 ‐ Clear 07 ‐ Dark 10 ‐ No control 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2014‐12‐08 2014 15:30 MONTREAL RD btwn PALACE ST & VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2015‐01‐07 2015 15:46 MONTREAL RD btwn PALACE ST & VANIER PKWY 03 ‐ Snow 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 05 ‐ Turning movement 06 ‐ Ice2015‐01‐31 2015 16:32 MONTREAL RD btwn PALACE ST & VANIER PKWY 01 ‐ Clear 05 ‐ Dusk 10 ‐ No control 03 ‐ P.D. only 05 ‐ Turning movement 06 ‐ Ice2015‐02‐03 2015 16:24 MONTREAL RD btwn PALACE ST & VANIER PKWY 03 ‐ Snow 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 04 ‐ Sideswipe 04 ‐ Slush2015‐03‐20 2015 14:11 MONTREAL RD btwn PALACE ST & VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry

2015‐07‐25 2015 11:39 MONTREAL RD btwn PALACE ST & VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2015‐07‐25 2015 15:15 MONTREAL RD btwn PALACE ST & VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2015‐08‐06 2015 11:33 MONTREAL RD btwn PALACE ST & VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 06 ‐ SMV unattended vehicle 01 ‐ Dry2015‐08‐10 2015 14:28 MONTREAL RD btwn PALACE ST & VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2015‐10‐07 2015 18:30 MONTREAL RD btwn PALACE ST & VANIER PKWY 01 ‐ Clear 07 ‐ Dark 10 ‐ No control 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2016‐01‐17 2016 0:36 MONTREAL RD btwn PALACE ST & VANIER PKWY 03 ‐ Snow 07 ‐ Dark 10 ‐ No control 03 ‐ P.D. only 06 ‐ SMV unattended vehicle 03 ‐ Loose snow2016‐01‐20 2016 13:53 MONTREAL RD btwn PALACE ST & VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 05 ‐ Turning movement 02 ‐ Wet2016‐02‐03 2016 16:50 MONTREAL RD btwn PALACE ST & VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2016‐02‐05 2016 13:00 MONTREAL RD btwn PALACE ST & VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2016‐03‐03 2016 15:54 MONTREAL RD btwn PALACE ST & VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2016‐05‐20 2016 15:30 MONTREAL RD btwn PALACE ST & VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 02 ‐ Non‐fatal injury 02 ‐ Angle 01 ‐ Dry2016‐05‐27 2016 22:14 MONTREAL RD btwn PALACE ST & VANIER PKWY 01 ‐ Clear 07 ‐ Dark 10 ‐ No control 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2016‐05‐31 2016 22:03 MONTREAL RD btwn PALACE ST & VANIER PKWY 01 ‐ Clear 07 ‐ Dark 10 ‐ No control 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2016‐07‐30 2016 14:15 MONTREAL RD btwn PALACE ST & VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2016‐07‐30 2016 15:25 MONTREAL RD btwn PALACE ST & VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2016‐08‐04 2016 6:47 MONTREAL RD btwn PALACE ST & VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 02 ‐ Angle 01 ‐ Dry2016‐11‐20 2016 0:16 MONTREAL RD btwn PALACE ST & VANIER PKWY 02 ‐ Rain 07 ‐ Dark 10 ‐ No control 03 ‐ P.D. only 01 ‐ Approaching 02 ‐ Wet2017‐04‐03 2017 12:37 MONTREAL RD btwn PALACE ST & VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2017‐04‐07 2017 17:22 MONTREAL RD btwn PALACE ST & VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2017‐07‐31 2017 16:06 MONTREAL RD btwn PALACE ST & VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 02 ‐ Angle 01 ‐ Dry2017‐09‐05 2017 10:53 MONTREAL RD btwn PALACE ST & VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2017‐09‐24 2017 10:30 MONTREAL RD btwn PALACE ST & VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 02 ‐ Non‐fatal injury 07 ‐ SMV other 01 ‐ Dry2017‐11‐19 2017 21:19 MONTREAL RD btwn PALACE ST & VANIER PKWY 03 ‐ Snow 07 ‐ Dark 10 ‐ No control 02 ‐ Non‐fatal injury 07 ‐ SMV other 03 ‐ Loose snow2018‐01‐27 2018 2:59 MONTREAL RD btwn PALACE ST & VANIER PKWY (__3ZA3LL) 01 ‐ Clear 07 ‐ Dark 10 ‐ No control 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2018‐02‐23 2018 17:35 MONTREAL RD btwn PALACE ST & VANIER PKWY (__3ZA3LL) 04 ‐ Freezing Rain 07 ‐ Dark 10 ‐ No control 03 ‐ P.D. only 02 ‐ Angle 06 ‐ Ice2018‐05‐03 2018 18:20 MONTREAL RD btwn PALACE ST & VANIER PKWY (__3ZA3LL) 02 ‐ Rain 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 05 ‐ Turning movement 02 ‐ Wet2018‐07‐20 2018 12:05 MONTREAL RD btwn PALACE ST & VANIER PKWY (__3ZA3LL) 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2018‐07‐20 2018 18:05 MONTREAL RD btwn PALACE ST & VANIER PKWY (__3ZA3LL) 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2018‐07‐28 2018 22:21 MONTREAL RD btwn PALACE ST & VANIER PKWY (__3ZA3LL) 01 ‐ Clear 07 ‐ Dark 10 ‐ No control 03 ‐ P.D. only 06 ‐ SMV unattended vehicle 02 ‐ Wet2018‐08‐16 2018 15:15 MONTREAL RD btwn PALACE ST & VANIER PKWY (__3ZA3LL) 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2014‐09‐07 2014 2:20 MONTREAL RD btwn RIDEAU ST & NORTH RIVER RD 01 ‐ Clear 07 ‐ Dark 10 ‐ No control 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2015‐04‐13 2015 15:40 MONTREAL RD btwn RIDEAU ST & NORTH RIVER RD 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 02 ‐ Non‐fatal injury 04 ‐ Sideswipe 01 ‐ Dry2015‐05‐05 2015 18:03 MONTREAL RD btwn RIDEAU ST & NORTH RIVER RD 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2015‐05‐29 2015 14:48 MONTREAL RD btwn RIDEAU ST & NORTH RIVER RD 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2014‐05‐08 2014 14:10 MONTREAL RD btwn SAVARD AVE & EMOND ST 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 02 ‐ Non‐fatal injury 02 ‐ Angle 01 ‐ Dry2014‐12‐06 2014 1:57 MONTREAL RD btwn SAVARD AVE & EMOND ST 01 ‐ Clear 07 ‐ Dark 10 ‐ No control 03 ‐ P.D. only 07 ‐ SMV other 01 ‐ Dry2015‐07‐10 2015 9:00 MONTREAL RD btwn SAVARD AVE & EMOND ST 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2015‐11‐18 2015 17:20 MONTREAL RD btwn SAVARD AVE & EMOND ST 01 ‐ Clear 07 ‐ Dark 10 ‐ No control 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2016‐07‐20 2016 1:00 MONTREAL RD btwn SAVARD AVE & EMOND ST 01 ‐ Clear 07 ‐ Dark 10 ‐ No control 03 ‐ P.D. only 07 ‐ SMV other 01 ‐ Dry2016‐09‐19 2016 15:23 MONTREAL RD btwn SAVARD AVE & EMOND ST 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2018‐09‐27 2018 12:18 MONTREAL RD btwn SAVARD AVE & EMOND ST (__3ZA3LR) 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2014‐01‐16 2014 9:04 MONTREAL RD btwn VANIER PKWY & DUROCHER ST 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2014‐08‐07 2014 15:50 MONTREAL RD btwn VANIER PKWY & DUROCHER ST 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 02 ‐ Angle 01 ‐ Dry2014‐11‐21 2014 17:15 MONTREAL RD btwn VANIER PKWY & DUROCHER ST 01 ‐ Clear 05 ‐ Dusk 10 ‐ No control 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2014‐12‐21 2014 19:30 MONTREAL RD btwn VANIER PKWY & DUROCHER ST 01 ‐ Clear 07 ‐ Dark 10 ‐ No control 03 ‐ P.D. only 01 ‐ Approaching 01 ‐ Dry2015‐08‐28 2015 16:09 MONTREAL RD btwn VANIER PKWY & DUROCHER ST 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2018‐09‐06 2018 17:10 MONTREAL RD btwn VANIER PKWY & DUROCHER ST (__3ZA3LN) 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 02 ‐ Angle 01 ‐ Dry2018‐10‐10 2018 11:44 MONTREAL RD btwn VANIER PKWY & DUROCHER ST (__3ZA3LN) 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2018‐11‐27 2018 9:30 MONTREAL RD btwn VANIER PKWY & DUROCHER ST (__3ZA3LN) 03 ‐ Snow 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 02 ‐ Angle 04 ‐ Slush2014‐01‐31 2014 12:29 MONTREAL RD/HANNAH ST @ CODY AVE 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2014‐02‐19 2014 8:38 MONTREAL RD/HANNAH ST @ CODY AVE 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 05 ‐ Turning movement 02 ‐ Wet2014‐02‐28 2014 13:28 MONTREAL RD/HANNAH ST @ CODY AVE 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2014‐06‐12 2014 17:24 MONTREAL RD/HANNAH ST @ CODY AVE 02 ‐ Rain 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 02 ‐ Wet2014‐08‐21 2014 20:44 MONTREAL RD/HANNAH ST @ CODY AVE 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2014‐09‐05 2014 8:06 MONTREAL RD/HANNAH ST @ CODY AVE 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 05 ‐ Turning movement 01 ‐ Dry2014‐09‐11 2014 11:00 MONTREAL RD/HANNAH ST @ CODY AVE 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 02 ‐ Wet2014‐09‐18 2014 15:30 MONTREAL RD/HANNAH ST @ CODY AVE 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2014‐10‐07 2014 16:50 MONTREAL RD/HANNAH ST @ CODY AVE 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2014‐12‐01 2014 10:30 MONTREAL RD/HANNAH ST @ CODY AVE 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2014‐12‐08 2014 9:16 MONTREAL RD/HANNAH ST @ CODY AVE 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2015‐01‐30 2015 12:34 MONTREAL RD/HANNAH ST @ CODY AVE 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 05 ‐ Packed snow2015‐02‐27 2015 15:59 MONTREAL RD/HANNAH ST @ CODY AVE 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 05 ‐ Turning movement 02 ‐ Wet2015‐04‐25 2015 16:04 MONTREAL RD/HANNAH ST @ CODY AVE 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2015‐05‐08 2015 21:22 MONTREAL RD/HANNAH ST @ CODY AVE 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2015‐06‐18 2015 8:40 MONTREAL RD/HANNAH ST @ CODY AVE 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2015‐09‐26 2015 17:12 MONTREAL RD/HANNAH ST @ CODY AVE 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2015‐10‐03 2015 9:41 MONTREAL RD/HANNAH ST @ CODY AVE 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2015‐10‐25 2015 2:15 MONTREAL RD/HANNAH ST @ CODY AVE 02 ‐ Rain 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 02 ‐ Angle 02 ‐ Wet2015‐11‐20 2015 8:01 MONTREAL RD/HANNAH ST @ CODY AVE 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2016‐01‐08 2016 8:52 MONTREAL RD/HANNAH ST @ CODY AVE 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 02 ‐ Non‐fatal injury 07 ‐ SMV other 01 ‐ Dry2016‐02‐29 2016 7:45 MONTREAL RD/HANNAH ST @ CODY AVE 03 ‐ Snow 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 07 ‐ SMV other 03 ‐ Loose snow2016‐07‐04 2016 10:14 MONTREAL RD/HANNAH ST @ CODY AVE 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 02 ‐ Angle 01 ‐ Dry2016‐10‐26 2016 18:52 MONTREAL RD/HANNAH ST @ CODY AVE 01 ‐ Clear 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2017‐03‐31 2017 20:45 MONTREAL RD/HANNAH ST @ CODY AVE 03 ‐ Snow 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 04 ‐ Slush2017‐04‐06 2017 9:09 MONTREAL RD/HANNAH ST @ CODY AVE 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2017‐09‐14 2017 16:00 MONTREAL RD/HANNAH ST @ CODY AVE 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2018‐03‐28 2018 13:23 MONTREAL RD/HANNAH ST @ CODY AVE (0009349) 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2018‐07‐15 2018 14:12 MONTREAL RD/HANNAH ST @ CODY AVE (0009349) 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 02 ‐ Angle 01 ‐ Dry2018‐07‐18 2018 17:52 MONTREAL RD/HANNAH ST @ CODY AVE (0009349) 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2018‐10‐02 2018 19:37 MONTREAL RD/HANNAH ST @ CODY AVE (0009349) 02 ‐ Rain 07 ‐ Dark 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 02 ‐ Wet2018‐11‐11 2018 15:25 MONTREAL RD/HANNAH ST @ CODY AVE (0009349) 01 ‐ Clear 01 ‐ Daylight 01 ‐ Traffic signal 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2015‐06‐30 2015 17:39 NORTH RIVER RD @ SELKIRK ST 01 ‐ Clear 01 ‐ Daylight 02 ‐ Stop sign 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2015‐01‐25 2015 14:30 NORTH RIVER RD btwn MARK AVE & MONTREAL RD 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 02 ‐ Angle 01 ‐ Dry2014‐12‐22 2014 10:10 NORTH RIVER RD btwn MCARTHUR AVE & CARLOTTA AVE 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 06 ‐ SMV unattended vehicle 01 ‐ Dry2014‐10‐04 2014 16:35 NORTH RIVER RD btwn MONTREAL RD & SELKIRK ST 02 ‐ Rain 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 05 ‐ Turning movement 02 ‐ Wet2016‐09‐19 2016 15:36 NORTH RIVER RD btwn MONTREAL RD & SELKIRK ST 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 07 ‐ SMV other 01 ‐ Dry2017‐04‐18 2017 14:56 NORTH RIVER RD btwn MONTREAL RD & SELKIRK ST 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 02 ‐ Non‐fatal injury 07 ‐ SMV other 01 ‐ Dry

2018‐08‐08 2018 19:07 NORTH RIVER RD btwn MONTREAL RD & SELKIRK ST (__3ZBOF1) 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2015‐06‐19 2015 13:24 NORTH RIVER RD btwn SELKIRK ST & MCARTHUR AVE 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2015‐09‐18 2015 19:19 NORTH RIVER RD btwn SELKIRK ST & MCARTHUR AVE 01 ‐ Clear 05 ‐ Dusk 10 ‐ No control 03 ‐ P.D. only 05 ‐ Turning movement 01 ‐ Dry2017‐11‐30 2017 16:00 NORTH RIVER RD btwn SELKIRK ST & MCARTHUR AVE 02 ‐ Rain 05 ‐ Dusk 10 ‐ No control 03 ‐ P.D. only 05 ‐ Turning movement 02 ‐ Wet2017‐02‐02 2017 18:22 SELKIRK ST btwn NORTH RIVER RD & DUNDAS ST 01 ‐ Clear 07 ‐ Dark 10 ‐ No control 03 ‐ P.D. only 02 ‐ Angle 01 ‐ Dry2018‐11‐09 2018 14:30 SELKIRK ST btwn NORTH RIVER RD & DUNDAS ST (__3ZA7B6) 03 ‐ Snow 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 02 ‐ Angle 02 ‐ Wet2015‐09‐19 2015 10:47 VANIER PKWY NB btwn DESCHAMPS AVE & MONTREAL RD 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 03 ‐ Rear end 02 ‐ Wet2016‐07‐26 2016 12:40 VANIER PKWY NB btwn DESCHAMPS AVE & MONTREAL RD 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2017‐01‐11 2017 9:12 VANIER PKWY NB btwn DESCHAMPS AVE & MONTREAL RD 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 03 ‐ Rear end 02 ‐ Wet2017‐02‐03 2017 7:07 VANIER PKWY NB btwn DESCHAMPS AVE & MONTREAL RD 01 ‐ Clear 03 ‐ Dawn 10 ‐ No control 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2017‐09‐28 2017 14:28 VANIER PKWY NB btwn DESCHAMPS AVE & MONTREAL RD 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2018‐04‐02 2018 17:18 VANIER PKWY NB btwn DESCHAMPS AVE & MONTREAL RD (__3ZA 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2014‐03‐25 2014 14:42 VANIER PKWY NB btwn MCARTHUR AVE & VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2016‐02‐04 2016 19:06 VANIER PKWY NB btwn MCARTHUR AVE & VANIER PKWY 01 ‐ Clear 07 ‐ Dark 10 ‐ No control 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2016‐10‐26 2016 21:17 VANIER PKWY NB btwn MCARTHUR AVE & VANIER PKWY 01 ‐ Clear 07 ‐ Dark 10 ‐ No control 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2017‐02‐10 2017 18:50 VANIER PKWY NB btwn MCARTHUR AVE & VANIER PKWY 03 ‐ Snow 07 ‐ Dark 10 ‐ No control 03 ‐ P.D. only 03 ‐ Rear end 03 ‐ Loose snow2017‐02‐17 2017 10:05 VANIER PKWY NB btwn MCARTHUR AVE & VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2018‐02‐05 2018 11:32 VANIER PKWY NB btwn MCARTHUR AVE & VANIER PKWY (__3ZA4S 03 ‐ Snow 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 07 ‐ SMV other 03 ‐ Loose snow2018‐12‐22 2018 14:00 VANIER PKWY NB btwn MCARTHUR AVE & VANIER PKWY (__3ZA4S 02 ‐ Rain 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 04 ‐ Sideswipe 02 ‐ Wet2014‐01‐18 2014 13:54 VANIER PKWY NB btwn MONTREAL RD & MCARTHUR AVE 03 ‐ Snow 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 03 ‐ Rear end 02 ‐ Wet2014‐09‐19 2014 23:02 VANIER PKWY NB btwn MONTREAL RD & MCARTHUR AVE 01 ‐ Clear 07 ‐ Dark 10 ‐ No control 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2015‐07‐22 2015 7:39 VANIER PKWY NB btwn MONTREAL RD & MCARTHUR AVE 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 02 ‐ Non‐fatal injury 04 ‐ Sideswipe 01 ‐ Dry2015‐09‐03 2015 17:42 VANIER PKWY NB btwn MONTREAL RD & MCARTHUR AVE 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2016‐04‐17 2016 16:18 VANIER PKWY NB btwn MONTREAL RD & MCARTHUR AVE 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 02 ‐ Non‐fatal injury 03 ‐ Rear end 01 ‐ Dry2016‐11‐27 2016 10:44 VANIER PKWY NB btwn MONTREAL RD & MCARTHUR AVE 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2018‐08‐04 2018 14:03 VANIER PKWY NB btwn MONTREAL RD & MCARTHUR AVE (__3ZA4 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 02 ‐ Non‐fatal injury 07 ‐ SMV other 01 ‐ Dry2014‐12‐31 2014 8:40 VANIER PKWY SB btwn DESCHAMPS AVE & MONTREAL RD 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2015‐12‐08 2015 17:06 VANIER PKWY SB btwn DESCHAMPS AVE & MONTREAL RD 01 ‐ Clear 07 ‐ Dark 10 ‐ No control 02 ‐ Non‐fatal injury 03 ‐ Rear end 01 ‐ Dry2016‐09‐20 2016 13:39 VANIER PKWY SB btwn DESCHAMPS AVE & MONTREAL RD 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2016‐10‐25 2016 13:01 VANIER PKWY SB btwn DESCHAMPS AVE & MONTREAL RD 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2014‐01‐08 2014 15:37 VANIER PKWY SB btwn MCARTHUR AVE & VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 03 ‐ Rear end 02 ‐ Wet2016‐10‐12 2016 11:05 VANIER PKWY SB btwn MCARTHUR AVE & VANIER PKWY 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2018‐01‐31 2018 3:09 VANIER PKWY SB btwn MCARTHUR AVE & VANIER PKWY (__3ZBOB 03 ‐ Snow 07 ‐ Dark 10 ‐ No control 03 ‐ P.D. only 07 ‐ SMV other 03 ‐ Loose snow2018‐05‐10 2018 13:47 VANIER PKWY SB btwn MCARTHUR AVE & VANIER PKWY (__3ZBOB 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2018‐05‐10 2018 13:47 VANIER PKWY SB btwn MCARTHUR AVE & VANIER PKWY (__3ZBOB 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2014‐07‐01 2014 15:34 VANIER PKWY SB btwn MONTREAL RD & MCARTHUR AVE 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2014‐08‐06 2014 23:32 VANIER PKWY SB btwn MONTREAL RD & MCARTHUR AVE 01 ‐ Clear 07 ‐ Dark 10 ‐ No control 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2015‐02‐26 2015 10:04 VANIER PKWY SB btwn MONTREAL RD & MCARTHUR AVE 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2015‐12‐16 2015 18:10 VANIER PKWY SB btwn MONTREAL RD & MCARTHUR AVE 01 ‐ Clear 07 ‐ Dark 10 ‐ No control 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2015‐12‐18 2015 18:39 VANIER PKWY SB btwn MONTREAL RD & MCARTHUR AVE 01 ‐ Clear 07 ‐ Dark 10 ‐ No control 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2016‐04‐10 2016 12:53 VANIER PKWY SB btwn MONTREAL RD & MCARTHUR AVE 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2016‐05‐28 2016 12:40 VANIER PKWY SB btwn MONTREAL RD & MCARTHUR AVE 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2016‐06‐14 2016 13:03 VANIER PKWY SB btwn MONTREAL RD & MCARTHUR AVE 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 02 ‐ Non‐fatal injury 03 ‐ Rear end 01 ‐ Dry2016‐11‐15 2016 9:24 VANIER PKWY SB btwn MONTREAL RD & MCARTHUR AVE 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 99 ‐ Other 01 ‐ Dry2016‐12‐14 2016 13:53 VANIER PKWY SB btwn MONTREAL RD & MCARTHUR AVE 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 99 ‐ Other 06 ‐ Ice2017‐03‐09 2017 10:40 VANIER PKWY SB btwn MONTREAL RD & MCARTHUR AVE 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2017‐10‐13 2017 12:20 VANIER PKWY SB btwn MONTREAL RD & MCARTHUR AVE 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 04 ‐ Sideswipe 01 ‐ Dry2018‐04‐29 2018 12:46 VANIER PKWY SB btwn MONTREAL RD & MCARTHUR AVE (__3ZA4 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 03 ‐ Rear end 01 ‐ Dry2018‐12‐13 2018 14:06 VANIER PKWY SB btwn MONTREAL RD & MCARTHUR AVE (__3ZA4 01 ‐ Clear 01 ‐ Daylight 10 ‐ No control 03 ‐ P.D. only 04 ‐ Sideswipe 02 ‐ Wet

Appendix E

TRANS Background Projection Plots

Appendix F

Synchro Intersection Worksheets – 2024 Background Conditions

Lane

s, V

olum

es, T

imin

gs1:

Nor

th R

iver

& M

ontr

eal

02-1

9-20

20

112 M

ontre

al Ro

ad A

M Pe

ak H

our 2

024 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

1

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

051

833

10

715

1725

915

2118

1725

Futur

e Volu

me (v

ph)

051

833

10

715

1725

915

2118

1725

Satd.

Flow

(pro

t)0

3073

00

3300

016

5815

500

016

080

Flt P

ermi

tted

0.718

0.927

Satd.

Flow

(per

m)0

3073

00

3300

012

4315

500

014

990

Satd.

Flow

(RTO

R)21

25La

ne G

roup

Flow

(vph

)0

849

00

732

025

936

00

600

Turn

Typ

eNA

NAPe

rmNA

Perm

NAPr

otecte

d Pha

ses

26

84

Perm

itted P

hase

s8

4De

tector

Pha

se2

68

84

4Sw

itch P

hase

Minim

um In

itial (s

)10

.010

.010

.010

.010

.010

.0Mi

nimum

Spli

t (s)

27.0

27.0

36.2

36.2

30.2

30.2

Total

Spli

t (s)

43.8

43.8

36.2

36.2

30.2

30.2

Total

Spli

t (%

)54

.8%54

.8%45

.3%45

.3%37

.8%37

.8%Ye

llow

Time (

s)3.3

3.33.3

3.33.3

3.3Al

l-Red

Tim

e (s)

2.72.7

2.92.9

2.92.9

Lost

Time A

djust

(s)0.0

0.00.0

0.00.0

Total

Lost

Time (

s)6.0

6.06.2

6.26.2

Lead

/Lag

Lead

-Lag

Opti

mize

?Re

call M

ode

C-Ma

xC-

Max

None

None

None

None

Act E

ffct G

reen

(s)

43.5

43.5

24.3

24.3

24.3

Actua

ted g/

C Ra

tio0.5

40.5

40.3

00.3

00.3

0v/c

Rati

o0.5

10.4

10.6

90.0

70.1

3Co

ntrol

Delay

14.4

9.833

.110

.011

.9Qu

eue D

elay

0.00.2

0.00.0

0.0To

tal D

elay

14.4

10.0

33.1

10.0

11.9

LOS

BB

CB

BAp

proa

ch D

elay

14.4

10.0

30.3

11.9

Appr

oach

LOS

BB

CB

Queu

e Len

gth 50

th (m

)47

.230

.830

.41.4

3.3Qu

eue L

ength

95th

(m)

64.5

20.0

53.5

6.910

.6Int

erna

l Link

Dist

(m)

194.5

52.8

112.9

59.0

Turn

Bay

Leng

th (m

)90

.0Ba

se C

apac

ity (v

ph)

1669

1793

466

594

577

Star

vatio

n Cap

Red

uctn

040

00

00

Spillb

ack C

ap R

educ

tn0

00

00

Stor

age C

ap R

educ

tn0

00

00

Redu

ced v

/c Ra

tio0.5

10.5

30.5

60.0

60.1

0

Inter

secti

on S

umma

ryCy

cle Le

ngth:

80Ac

tuated

Cyc

le Le

ngth:

80Of

fset: 0

(0%

), Re

feren

ced t

o pha

se 2:

EBT

and 6

:WBT

, Star

t of G

reen

Natur

al Cy

cle: 6

5Co

ntrol

Type

: Actu

ated-

Coor

dinate

d

Lane

s, V

olum

es, T

imin

gs1:

Nor

th R

iver

& M

ontr

eal

02-1

9-20

20

112 M

ontre

al Ro

ad A

M Pe

ak H

our 2

024 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

2

Maxim

um v/

c Rati

o: 0.6

9Int

erse

ction

Sign

al De

lay: 1

5.1Int

erse

ction

LOS:

BInt

erse

ction

Cap

acity

Utili

zatio

n 61.6

%IC

U Le

vel o

f Ser

vice B

Analy

sis P

eriod

(min)

15De

scrip

tion:

As pe

r sign

al tim

ing pl

an pr

ovide

d on N

ov 29

, 201

9. Ad

dition

al N-

S pe

destr

ian ph

ase t

ime t

aken

from

E-W

phas

e.

Splits

and P

hase

s:

1: No

rth R

iver &

Mon

treal

Lane

s, V

olum

es, T

imin

gs2:

Mon

tgom

ery

& M

ontr

eal

02-1

9-20

20

112 M

ontre

al Ro

ad A

M Pe

ak H

our 2

024 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

3

Lane

Gro

upEB

TEB

RW

BLW

BTNB

LNB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

504

5480

716

1933

Futur

e Volu

me (v

ph)

504

5480

716

1933

Satd.

Flow

(pro

t)32

530

032

9916

5814

83Flt

Per

mitte

d0.8

330.9

50Sa

td. F

low (p

erm)

3253

00

2759

1641

1451

Satd.

Flow

(RTO

R)27

33La

ne G

roup

Flow

(vph

)55

80

079

619

33Tu

rn T

ype

NAPe

rmNA

Perm

Perm

Prote

cted P

hase

s2

6Pe

rmitte

d Pha

ses

64

4De

tector

Pha

se2

66

44

Switc

h Pha

seMi

nimum

Initia

l (s)

10.0

10.0

10.0

10.0

10.0

Minim

um S

plit (

s)39

.915

.915

.919

.519

.5To

tal S

plit (

s)56

.056

.056

.024

.024

.0To

tal S

plit (

%)

70.0%

70.0%

70.0%

30.0%

30.0%

Yello

w Tim

e (s)

3.33.3

3.33.3

3.3Al

l-Red

Tim

e (s)

2.62.6

2.62.2

2.2Lo

st Tim

e Adju

st (s)

0.00.0

0.00.0

Total

Lost

Time (

s)5.9

5.95.5

5.5Le

ad/La

gLe

ad-L

ag O

ptimi

ze?

Reca

ll Mod

eC-

Max

C-Ma

xC-

Max

None

None

Act E

ffct G

reen

(s)

66.4

66.4

10.8

10.8

Actua

ted g/

C Ra

tio0.8

30.8

30.1

40.1

4v/c

Rati

o0.2

10.3

50.0

90.1

5Co

ntrol

Delay

0.53.9

30.4

12.5

Queu

e Dela

y0.1

0.00.0

0.0To

tal D

elay

0.63.9

30.4

12.5

LOS

AA

CB

Appr

oach

Dela

y0.6

3.919

.0Ap

proa

ch LO

SA

AB

Queu

e Len

gth 50

th (m

)0.4

19.1

2.60.0

Queu

e Len

gth 95

th (m

)2.1

33.6

7.97.0

Inter

nal L

ink D

ist (m

)52

.813

8.913

7.9Tu

rn B

ay Le

ngth

(m)

Base

Cap

acity

(vph

)27

0322

8837

936

0St

arva

tion C

ap R

educ

tn90

90

00

Spillb

ack C

ap R

educ

tn0

260

0St

orag

e Cap

Red

uctn

00

00

Redu

ced v

/c Ra

tio0.3

10.3

50.0

50.0

9

Inter

secti

on S

umma

ryCy

cle Le

ngth:

80Ac

tuated

Cyc

le Le

ngth:

80Of

fset: 0

(0%

), Re

feren

ced t

o pha

se 2:

EBT

and 6

:WBT

L, St

art o

f Gre

enNa

tural

Cycle

: 60

Contr

ol Ty

pe: A

ctuate

d-Co

ordin

ated

Lane

s, V

olum

es, T

imin

gs2:

Mon

tgom

ery

& M

ontr

eal

02-1

9-20

20

112 M

ontre

al Ro

ad A

M Pe

ak H

our 2

024 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

4

Maxim

um v/

c Rati

o: 0.3

5Int

erse

ction

Sign

al De

lay: 3

.1Int

erse

ction

LOS:

AInt

erse

ction

Cap

acity

Utili

zatio

n 75.0

%IC

U Le

vel o

f Ser

vice D

Analy

sis P

eriod

(min)

15De

scrip

tion:

As pe

r sign

al tim

ing pl

an pr

ovide

d on N

ov 29

, 201

9.

Splits

and P

hase

s:

2: Mo

ntgom

ery &

Mon

treal

Lane

s, V

olum

es, T

imin

gs3:

Pal

ace

& M

ontr

eal

02-1

9-20

20

112 M

ontre

al Ro

ad A

M Pe

ak H

our 2

024 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

5

Lane

Gro

upEB

TEB

RW

BLW

BTNB

LNB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

526

928

813

00

Futur

e Volu

me (v

ph)

526

928

813

00

Satd.

Flow

(pro

t)33

060

033

090

0Flt

Per

mitte

d0.9

98Sa

td. F

low (p

erm)

3306

00

3309

00

Lane

Gro

up F

low (v

ph)

535

00

841

00

Sign

Con

trol

Free

Free

Free

Inter

secti

on S

umma

ryCo

ntrol

Type

: Uns

ignali

zed

Inter

secti

on C

apac

ity U

tiliza

tion 5

6.2%

ICU

Leve

l of S

ervic

e BAn

alysis

Per

iod (m

in) 15

Lane

s, V

olum

es, T

imin

gs4:

Van

ier

& M

ontr

eal

02-1

9-20

20

112 M

ontre

al Ro

ad A

M Pe

ak H

our 2

024 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

6

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

4133

215

817

350

920

419

290

117

422

411

5214

7Fu

ture V

olume

(vph

)41

332

158

173

509

204

192

901

174

224

1152

147

Satd.

Flow

(pro

t)16

5817

4514

8316

5830

940

1658

4764

1483

1658

4764

1483

Flt P

ermi

tted

0.358

0.200

0.950

0.950

Satd.

Flow

(per

m)60

717

4514

8334

130

940

1640

4764

1333

1619

4764

1386

Satd.

Flow

(RTO

R)16

647

174

147

Lane

Gro

up F

low (v

ph)

4133

215

817

371

30

192

901

174

224

1152

147

Turn

Typ

ePe

rmNA

NApm

+pt

NAPr

otNA

Perm

Prot

NAPe

rmPr

otecte

d Pha

ses

43

85

21

6Pe

rmitte

d Pha

ses

48

26

Detec

tor P

hase

44

38

52

21

66

Switc

h Pha

seMi

nimum

Initia

l (s)

10.0

10.0

5.010

.05.0

10.0

10.0

5.010

.010

.0Mi

nimum

Spli

t (s)

39.6

39.6

10.7

39.6

11.1

28.9

28.9

11.1

28.9

28.9

Total

Spli

t (s)

40.0

40.0

16.0

56.0

29.0

55.0

55.0

29.0

55.0

55.0

Total

Spli

t (%

)28

.6%28

.6%11

.4%40

.0%20

.7%39

.3%39

.3%20

.7%39

.3%39

.3%Ye

llow

Time (

s)3.3

3.33.3

3.33.7

3.73.7

3.73.7

3.7Al

l-Red

Tim

e (s)

3.33.3

2.43.3

2.42.2

2.22.4

2.22.2

Lost

Time A

djust

(s)0.0

0.00.0

0.00.0

0.00.0

0.00.0

0.0To

tal Lo

st Tim

e (s)

6.66.6

5.76.6

6.15.9

5.96.1

5.95.9

Lead

/Lag

Lag

Lag

Lead

Lead

Lag

Lag

Lead

Lag

Lag

Lead

-Lag

Opti

mize

?Ye

sYe

sYe

sYe

sYe

sYe

sYe

sYe

sYe

sRe

call M

ode

None

None

None

None

None

C-Ma

xC-

Max

None

C-Ma

xC-

Max

Act E

ffct G

reen

(s)

31.2

31.2

0.048

.147

.220

.052

.652

.621

.654

.254

.2Ac

tuated

g/C

Ratio

0.22

0.22

0.00

0.34

0.34

0.14

0.38

0.38

0.15

0.39

0.39

v/c R

atio

0.30

0.86

0.95

0.81

0.66

0.81

0.50

0.29

0.88

0.62

0.23

Contr

ol De

lay51

.072

.865

.762

.740

.088

.035

.912

.089

.337

.65.6

Queu

e Dela

y0.0

0.00.0

0.00.0

0.00.0

0.00.0

0.00.0

Total

Dela

y51

.072

.865

.762

.740

.088

.035

.912

.089

.337

.65.6

LOS

DE

EE

DF

DB

FD

AAp

proa

ch D

elay

69.0

44.4

40.5

42.1

Appr

oach

LOS

ED

DD

Queu

e Len

gth 50

th (m

)9.4

87.4

0.034

.381

.354

.949

.39.7

60.6

97.7

0.0Qu

eue L

ength

95th

(m)

21.0

#130

.9#4

0.8#6

4.910

2.2m7

4.864

.9m2

2.5#1

02.5

116.4

14.4

Inter

nal L

ink D

ist (m

)99

.519

6.422

0.323

9.2Tu

rn B

ay Le

ngth

(m)

35.0

50.0

135.0

135.0

135.0

135.0

Base

Cap

acity

(vph

)14

441

616

621

411

2227

117

8960

927

218

4462

6St

arva

tion C

ap R

educ

tn0

00

00

00

00

00

Spillb

ack C

ap R

educ

tn0

00

00

00

00

00

Stor

age C

ap R

educ

tn0

00

00

00

00

00

Redu

ced v

/c Ra

tio0.2

80.8

00.9

50.8

10.6

40.7

10.5

00.2

90.8

20.6

20.2

3

Inter

secti

on S

umma

ryCy

cle Le

ngth:

140

Actua

ted C

ycle

Leng

th: 14

0Of

fset: 1

02 (7

3%),

Refer

ence

d to p

hase

2:NB

T an

d 6:S

BT, S

tart o

f Gre

enNa

tural

Cycle

: 95

Contr

ol Ty

pe: A

ctuate

d-Co

ordin

ated

Lane

s, V

olum

es, T

imin

gs4:

Van

ier

& M

ontr

eal

02-1

9-20

20

112 M

ontre

al Ro

ad A

M Pe

ak H

our 2

024 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

7

Maxim

um v/

c Rati

o: 0.9

5Int

erse

ction

Sign

al De

lay: 4

5.5Int

erse

ction

LOS:

DInt

erse

ction

Cap

acity

Utili

zatio

n 90.9

%IC

U Le

vel o

f Ser

vice E

Analy

sis P

eriod

(min)

15De

scrip

tion:

As pe

r sign

al tim

ing pl

an pr

ovide

d on N

ov 29

, 201

9.#

95th

perce

ntile

volum

e exc

eeds

capa

city,

queu

e may

be lo

nger

.

Que

ue sh

own i

s max

imum

after

two c

ycles

.m

Volu

me fo

r 95th

perce

ntile

queu

e is m

etere

d by u

pstre

am si

gnal.

Splits

and P

hase

s:

4: Va

nier &

Mon

treal

Lane

s, V

olum

es, T

imin

gs5:

Cod

y/H

anna

h &

Mon

trea

l02

-19-

2020

112 M

ontre

al Ro

ad A

M Pe

ak H

our 2

024 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

8

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

7954

411

179

615

00

050

3511

5Fu

ture V

olume

(vph

)79

544

111

796

150

00

5035

115

Satd.

Flow

(pro

t)0

1728

00

3296

00

00

015

620

Flt P

ermi

tted

0.821

0.955

0.988

Satd.

Flow

(per

m)0

1421

00

3148

00

00

015

530

Satd.

Flow

(RTO

R)2

469

Lane

Gro

up F

low (v

ph)

063

40

081

20

00

00

200

0Tu

rn T

ype

Perm

NAPe

rmNA

Perm

NAPr

otecte

d Pha

ses

26

7Pe

rmitte

d Pha

ses

26

7De

tector

Pha

se2

26

67

7Sw

itch P

hase

Minim

um In

itial (s

)10

.010

.010

.010

.010

.010

.0Mi

nimum

Spli

t (s)

25.5

25.5

25.5

25.5

21.5

21.5

Total

Spli

t (s)

65.0

65.0

65.0

65.0

25.0

25.0

Total

Spli

t (%

)72

.2%72

.2%72

.2%72

.2%27

.8%27

.8%Ye

llow

Time (

s)3.3

3.33.3

3.33.3

3.3Al

l-Red

Tim

e (s)

2.22.2

2.22.2

2.22.2

Lost

Time A

djust

(s)0.0

0.00.0

Total

Lost

Time (

s)5.5

5.55.5

Lead

/Lag

Lead

-Lag

Opti

mize

?Re

call M

ode

C-Ma

xC-

Max

C-Ma

xC-

Max

None

None

Act E

ffct G

reen

(s)

65.2

65.2

13.8

Actua

ted g/

C Ra

tio0.7

20.7

20.1

5v/c

Rati

o0.6

20.3

60.6

8Co

ntrol

Delay

10.3

5.534

.4Qu

eue D

elay

0.00.0

0.0To

tal D

elay

10.3

5.534

.4LO

SB

AC

Appr

oach

Dela

y10

.35.5

34.4

Appr

oach

LOS

BA

CQu

eue L

ength

50th

(m)

43.9

21.9

21.5

Queu

e Len

gth 95

th (m

)96

.139

.540

.4Int

erna

l Link

Dist

(m)

196.4

87.1

127.9

106.3

Turn

Bay

Leng

th (m

)Ba

se C

apac

ity (v

ph)

1029

2280

390

Star

vatio

n Cap

Red

uctn

00

0Sp

illbac

k Cap

Red

uctn

00

0St

orag

e Cap

Red

uctn

00

0Re

duce

d v/c

Ratio

0.62

0.36

0.51

Inter

secti

on S

umma

ryCy

cle Le

ngth:

90Ac

tuated

Cyc

le Le

ngth:

90Of

fset: 7

0 (78

%),

Refer

ence

d to p

hase

2:EB

TL an

d 6:W

BTL,

Star

t of G

reen

Natur

al Cy

cle: 6

0Co

ntrol

Type

: Actu

ated-

Coor

dinate

d

Lane

s, V

olum

es, T

imin

gs5:

Cod

y/H

anna

h &

Mon

trea

l02

-19-

2020

112 M

ontre

al Ro

ad A

M Pe

ak H

our 2

024 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

9

Maxim

um v/

c Rati

o: 0.6

8Int

erse

ction

Sign

al De

lay: 1

0.9Int

erse

ction

LOS:

BInt

erse

ction

Cap

acity

Utili

zatio

n 92.8

%IC

U Le

vel o

f Ser

vice F

Analy

sis P

eriod

(min)

15De

scrip

tion:

As pe

r sign

al tim

ing pl

an pr

ovide

d on N

ov 29

, 201

9.

Splits

and P

hase

s:

5: Co

dy/H

anna

h & M

ontre

al

Lane

s, V

olum

es, T

imin

gs6:

Nor

th R

iver

& S

elki

rk02

-19-

2020

112 M

ontre

al Ro

ad A

M Pe

ak H

our 2

024 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

10

Lane

Gro

upW

BLW

BRNB

TNB

RSB

LSB

TLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

2734

246

00

375

Futur

e Volu

me (v

ph)

2734

246

00

375

Satd.

Flow

(pro

t)16

5814

8317

450

033

16Flt

Per

mitte

d0.9

50Sa

td. F

low (p

erm)

1658

1483

1745

00

3316

Lane

Gro

up F

low (v

ph)

2734

246

00

375

Sign

Con

trol

Stop

Free

Free

Inter

secti

on S

umma

ryCo

ntrol

Type

: Uns

ignali

zed

Inter

secti

on C

apac

ity U

tiliza

tion 2

3.7%

ICU

Leve

l of S

ervic

e AAn

alysis

Per

iod (m

in) 15

HC

M 2

010

TW

SC

6: N

orth

Riv

er &

Sel

kirk

02-1

9-20

20

112 M

ontre

al Ro

ad A

M Pe

ak H

our 2

024 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

11

Inter

secti

onInt

Dela

y, s/v

eh0.9

Move

ment

WBL

WBR

NBT

NBR

SBL

SBT

Lane

Con

figur

ation

sTr

affic

Vol, v

eh/h

2734

246

00

375

Futur

e Vol,

veh/h

2734

246

00

375

Confl

icting

Ped

s, #/h

r3

00

9090

0Si

gn C

ontro

l St

opSt

opFr

eeFr

eeFr

eeFr

eeRT

Cha

nneli

zed

-No

ne-

None

-No

neSt

orag

e Len

gth0

0-

--

-Ve

h in M

edian

Stor

age,

#0

-0

--

0Gr

ade,

%0

-0

--

0Pe

ak H

our F

actor

100

100

100

100

100

100

Heav

y Veh

icles

, %2

22

22

2Mv

mt F

low27

3424

60

037

5 Ma

jor/M

inor

Mino

r1Ma

jor1

Major

2Co

nflict

ing F

low A

ll43

724

60

--

-

S

tage 1

246

--

--

-

S

tage 2

191

--

--

-Cr

itical

Hdwy

6.63

6.23

--

--

Critic

al Hd

wy S

tg 1

5.43

--

--

-Cr

itical

Hdwy

Stg

25.8

3-

--

--

Follo

w-up

Hdw

y3.5

193.3

19-

--

-Po

t Cap

-1 M

aneu

ver

562

792

-0

0-

Stag

e 179

4-

-0

0-

Stag

e 282

3-

-0

0-

Plato

on bl

ocke

d, %

--

Mov C

ap-1

Man

euve

r56

179

2-

--

-Mo

v Cap

-2 M

aneu

ver

561

--

--

-

S

tage 1

794

--

--

-

S

tage 2

821

--

--

- Ap

proa

chW

BNB

SBHC

M Co

ntrol

Delay

, s10

.60

0HC

M LO

SB

Mino

r Lan

e/Majo

r Mvm

tNB

TWBL

n1W

BLn2

SBT

Capa

city (

veh/h

)-

561

792

-HC

M La

ne V

/C R

atio

-0.0

480.0

43-

HCM

Contr

ol De

lay (s

)-

11.7

9.7-

HCM

Lane

LOS

-B

A-

HCM

95th

%tile

Q(ve

h)-

0.20.1

-

Lane

s, V

olum

es, T

imin

gs7:

McA

rthu

r &

Dun

das

02-1

9-20

20

112 M

ontre

al Ro

ad A

M Pe

ak H

our 2

024 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

12

Lane

Gro

upEB

LEB

TW

BTW

BRSB

LSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

1036

532

595

1016

Futur

e Volu

me (v

ph)

1036

532

595

1016

Satd.

Flow

(pro

t)0

1743

1691

015

700

Flt P

ermi

tted

0.999

0.981

Satd.

Flow

(per

m)0

1743

1691

015

700

Lane

Gro

up F

low (v

ph)

037

542

00

260

Sign

Con

trol

Free

Free

Stop

Inter

secti

on S

umma

ryCo

ntrol

Type

: Uns

ignali

zed

Inter

secti

on C

apac

ity U

tiliza

tion 4

1.4%

ICU

Leve

l of S

ervic

e AAn

alysis

Per

iod (m

in) 15

HC

M 2

010

TW

SC

7: M

cArt

hur

& D

unda

s02

-19-

2020

112 M

ontre

al Ro

ad A

M Pe

ak H

our 2

024 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

13

Inter

secti

onInt

Dela

y, s/v

eh0.6

Move

ment

EBL

EBT

WBT

WBR

SBL

SBR

Lane

Con

figur

ation

sTr

affic

Vol, v

eh/h

1036

532

595

1016

Futur

e Vol,

veh/h

1036

532

595

1016

Confl

icting

Ped

s, #/h

r10

00

010

01

9Si

gn C

ontro

l Fr

eeFr

eeFr

eeFr

eeSt

opSt

opRT

Cha

nneli

zed

-No

ne-

None

-No

neSt

orag

e Len

gth-

--

-0

-Ve

h in M

edian

Stor

age,

#-

00

-0

-Gr

ade,

%-

00

-0

-Pe

ak H

our F

actor

100

100

100

100

100

100

Heav

y Veh

icles

, %2

22

22

2Mv

mt F

low10

365

325

9510

16 Ma

jor/M

inor

Major

1Ma

jor2

Mino

r2Co

nflict

ing F

low A

ll52

00

-0

859

482

Stag

e 1-

--

-47

3-

Stag

e 2-

--

-38

6-

Critic

al Hd

wy4.1

2-

--

6.42

6.22

Critic

al Hd

wy S

tg 1

--

--

5.42

-Cr

itical

Hdwy

Stg

2-

--

-5.4

2-

Follo

w-up

Hdw

y2.2

18-

--

3.518

3.318

Pot C

ap-1

Man

euve

r10

46-

--

327

584

Stag

e 1-

--

-62

7-

Stag

e 2-

--

-68

7-

Plato

on bl

ocke

d, %

--

-Mo

v Cap

-1 M

aneu

ver

965

--

-27

453

5Mo

v Cap

-2 M

aneu

ver

--

--

274

-

S

tage 1

--

--

571

-

S

tage 2

--

--

633

- Ap

proa

chEB

WB

SBHC

M Co

ntrol

Delay

, s0.2

014

.8HC

M LO

SB

Mino

r Lan

e/Majo

r Mvm

tEB

LEB

TW

BTW

BRSB

Ln1

Capa

city (

veh/h

)96

5-

--

392

HCM

Lane

V/C

Rati

o0.0

1-

--

0.066

HCM

Contr

ol De

lay (s

)8.8

0-

-14

.8HC

M La

ne LO

SA

A-

-B

HCM

95th

%tile

Q(ve

h)0

--

-0.2

Lane

s, V

olum

es, T

imin

gs8:

Mar

guer

ite &

McA

rthu

r02

-19-

2020

112 M

ontre

al Ro

ad A

M Pe

ak H

our 2

024 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

14

Lane

Gro

upEB

TEB

RW

BLW

BTNB

LNB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

355

1946

415

931

Futur

e Volu

me (v

ph)

355

1946

415

931

Satd.

Flow

(pro

t)17

280

017

3616

5814

83Flt

Per

mitte

d0.9

380.9

50Sa

td. F

low (p

erm)

1728

00

1634

1551

1426

Satd.

Flow

(RTO

R)6

31La

ne G

roup

Flow

(vph

)37

40

046

19

31Tu

rn T

ype

NAPe

rmNA

Perm

Perm

Prote

cted P

hase

s2

6Pe

rmitte

d Pha

ses

64

4De

tector

Pha

se2

66

44

Switc

h Pha

seMi

nimum

Initia

l (s)

10.0

10.0

10.0

10.0

10.0

Minim

um S

plit (

s)27

.523

.523

.524

.524

.5To

tal S

plit (

s)45

.045

.045

.025

.025

.0To

tal S

plit (

%)

64.3%

64.3%

64.3%

35.7%

35.7%

Yello

w Tim

e (s)

3.33.3

3.33.3

3.3Al

l-Red

Tim

e (s)

2.22.2

2.22.2

2.2Lo

st Tim

e Adju

st (s)

0.00.0

0.00.0

Total

Lost

Time (

s)5.5

5.55.5

5.5Le

ad/La

gLe

ad-L

ag O

ptimi

ze?

Reca

ll Mod

eC-

Max

C-Ma

xC-

Max

None

None

Act E

ffct G

reen

(s)

53.8

53.8

13.6

13.6

Actua

ted g/

C Ra

tio0.7

70.7

70.1

90.1

9v/c

Rati

o0.2

80.3

70.0

30.1

0Co

ntrol

Delay

6.17.3

20.1

8.5Qu

eue D

elay

0.00.0

0.00.0

Total

Dela

y6.1

7.320

.18.5

LOS

AA

CA

Appr

oach

Dela

y6.1

7.311

.2Ap

proa

ch LO

SA

AB

Queu

e Len

gth 50

th (m

)14

.935

.01.0

0.0Qu

eue L

ength

95th

(m)

39.5

m51.7

3.95.5

Inter

nal L

ink D

ist (m

)36

.315

4.214

4.2Tu

rn B

ay Le

ngth

(m)

Base

Cap

acity

(vph

)13

2912

5543

241

9St

arva

tion C

ap R

educ

tn0

00

0Sp

illbac

k Cap

Red

uctn

00

00

Stor

age C

ap R

educ

tn0

00

0Re

duce

d v/c

Ratio

0.28

0.37

0.02

0.07

Inter

secti

on S

umma

ryCy

cle Le

ngth:

70Ac

tuated

Cyc

le Le

ngth:

70Of

fset: 0

(0%

), Re

feren

ced t

o pha

se 2:

EBT

and 6

:WBT

L, St

art o

f Gre

enNa

tural

Cycle

: 55

Contr

ol Ty

pe: A

ctuate

d-Co

ordin

ated

Lane

s, V

olum

es, T

imin

gs8:

Mar

guer

ite &

McA

rthu

r02

-19-

2020

112 M

ontre

al Ro

ad A

M Pe

ak H

our 2

024 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

15

Maxim

um v/

c Rati

o: 0.3

7Int

erse

ction

Sign

al De

lay: 7

.0Int

erse

ction

LOS:

AInt

erse

ction

Cap

acity

Utili

zatio

n 70.8

%IC

U Le

vel o

f Ser

vice C

Analy

sis P

eriod

(min)

15De

scrip

tion:

As pe

r sign

al tim

ing pl

an pr

ovide

d on N

ov 29

, 201

9.m

Volu

me fo

r 95th

perce

ntile

queu

e is m

etere

d by u

pstre

am si

gnal.

Splits

and P

hase

s:

8: Ma

rgue

rite &

McA

rthur

Lane

s, V

olum

es, T

imin

gs9:

Van

ier

& M

cArt

hur

02-1

9-20

20

112 M

ontre

al Ro

ad A

M Pe

ak H

our 2

024 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

16

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

3611

829

322

020

110

923

110

9723

614

712

6963

Futur

e Volu

me (v

ph)

3611

829

322

020

110

923

110

9723

614

712

6963

Satd.

Flow

(pro

t)16

5817

4514

8332

1617

4514

8316

5833

1614

8316

5833

1614

83Flt

Per

mitte

d0.9

500.9

500.9

500.9

50Sa

td. F

low (p

erm)

1535

1745

1398

3006

1745

1320

1644

3316

1355

1633

3316

1381

Satd.

Flow

(RTO

R)24

412

021

912

1La

ne G

roup

Flow

(vph

)36

118

293

220

201

109

231

1097

236

147

1269

63Tu

rn T

ype

Prot

NAPe

rmPr

otNA

Perm

Prot

NAPe

rmPr

otNA

Perm

Prote

cted P

hase

s7

43

85

21

6Pe

rmitte

d Pha

ses

48

26

Detec

tor P

hase

74

43

88

52

21

66

Switc

h Pha

seMi

nimum

Initia

l (s)

5.010

.010

.05.0

10.0

10.0

5.010

.010

.05.0

10.0

10.0

Minim

um S

plit (

s)11

.236

.236

.211

.236

.236

.211

.136

.136

.111

.136

.136

.1To

tal S

plit (

s)20

.036

.236

.220

.036

.236

.224

.059

.859

.824

.059

.859

.8To

tal S

plit (

%)

14.3%

25.9%

25.9%

14.3%

25.9%

25.9%

17.1%

42.7%

42.7%

17.1%

42.7%

42.7%

Yello

w Tim

e (s)

3.33.3

3.33.3

3.33.3

3.73.7

3.73.7

3.73.7

All-R

ed T

ime (

s)2.9

2.92.9

2.92.9

2.92.4

2.42.4

2.42.4

2.4Lo

st Tim

e Adju

st (s)

0.00.0

0.00.0

0.00.0

0.00.0

0.00.0

0.00.0

Total

Lost

Time (

s)6.2

6.26.2

6.26.2

6.26.1

6.16.1

6.16.1

6.1Le

ad/La

gLa

gLe

adLe

adLa

gLe

adLe

adLe

adLa

gLa

gLe

adLa

gLa

gLe

ad-L

ag O

ptimi

ze?

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Reca

ll Mod

eNo

neNo

neNo

neNo

neNo

neNo

neNo

neC-

Max

C-Ma

xNo

neC-

Max

C-Ma

xAc

t Effc

t Gre

en (s

)11

.926

.026

.012

.929

.429

.420

.960

.460

.416

.155

.655

.6Ac

tuated

g/C

Ratio

0.08

0.19

0.19

0.09

0.21

0.21

0.15

0.43

0.43

0.12

0.40

0.40

v/c R

atio

0.26

0.37

0.64

0.74

0.55

0.29

0.94

0.77

0.33

0.77

0.96

0.10

Contr

ol De

lay69

.947

.319

.077

.555

.78.1

101.9

40.2

6.087

.151

.42.6

Queu

e Dela

y0.0

0.00.0

0.00.0

0.00.0

0.00.0

0.00.0

0.0To

tal D

elay

69.9

47.3

19.0

77.5

55.7

8.110

1.940

.26.0

87.1

51.4

2.6LO

SE

DB

EE

AF

DA

FD

AAp

proa

ch D

elay

30.6

55.0

44.2

52.9

Appr

oach

LOS

CD

DD

Queu

e Len

gth 50

th (m

)10

.327

.819

.530

.949

.90.0

~71.8

146.2

2.942

.810

0.40.0

Queu

e Len

gth 95

th (m

)22

.146

.953

.044

.875

.412

.8#1

24.1

175.7

20.7

m61.1

m#22

1.1m2

.2Int

erna

l Link

Dist

(m)

154.2

191.2

195.1

137.1

Turn

Bay

Leng

th (m

)50

.010

0.012

0.011

5.090

.090

.090

.090

.0Ba

se C

apac

ity (v

ph)

163

373

491

317

373

377

246

1430

709

211

1317

621

Star

vatio

n Cap

Red

uctn

00

00

00

00

00

00

Spillb

ack C

ap R

educ

tn0

00

00

00

00

00

0St

orag

e Cap

Red

uctn

00

00

00

00

00

00

Redu

ced v

/c Ra

tio0.2

20.3

20.6

00.6

90.5

40.2

90.9

40.7

70.3

30.7

00.9

60.1

0

Inter

secti

on S

umma

ryCy

cle Le

ngth:

140

Actua

ted C

ycle

Leng

th: 14

0Of

fset: 1

00 (7

1%),

Refer

ence

d to p

hase

2:NB

T an

d 6:S

BT, S

tart o

f Gre

enNa

tural

Cycle

: 135

Contr

ol Ty

pe: A

ctuate

d-Co

ordin

ated

Lane

s, V

olum

es, T

imin

gs9:

Van

ier

& M

cArt

hur

02-1

9-20

20

112 M

ontre

al Ro

ad A

M Pe

ak H

our 2

024 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

17

Maxim

um v/

c Rati

o: 0.9

6Int

erse

ction

Sign

al De

lay: 4

7.3Int

erse

ction

LOS:

DInt

erse

ction

Cap

acity

Utili

zatio

n 97.4

%IC

U Le

vel o

f Ser

vice F

Analy

sis P

eriod

(min)

15De

scrip

tion:

As pe

r sign

al tim

ing pl

an pr

ovide

d on N

ov 29

, 201

9. Ad

dition

al E-

W pe

destr

ian ph

ase t

ime t

aken

from

N-S

phas

e.~

Volu

me ex

ceed

s cap

acity

, que

ue is

theo

retic

ally i

nfinit

e.

Que

ue sh

own i

s max

imum

after

two c

ycles

.#

95th

perce

ntile

volum

e exc

eeds

capa

city,

queu

e may

be lo

nger

.

Que

ue sh

own i

s max

imum

after

two c

ycles

.m

Volu

me fo

r 95th

perce

ntile

queu

e is m

etere

d by u

pstre

am si

gnal.

Splits

and P

hase

s:

9: Va

nier &

McA

rthur

Lane

s, V

olum

es, T

imin

gs1:

Nor

th R

iver

& M

ontr

eal

02-1

9-20

20

112 M

ontre

al Ro

ad P

M Pe

ak H

our 2

024 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

1

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

066

238

80

692

2136

935

3913

1531

Futur

e Volu

me (v

ph)

066

238

80

692

2136

935

3913

1531

Satd.

Flow

(pro

t)0

3074

00

3293

016

5815

690

015

770

Flt P

ermi

tted

0.719

0.949

Satd.

Flow

(per

m)0

3074

00

3293

012

3215

690

015

030

Satd.

Flow

(RTO

R)13

639

31La

ne G

roup

Flow

(vph

)0

1050

00

713

036

974

00

590

Turn

Typ

eNA

NAPe

rmNA

Perm

NAPr

otecte

d Pha

ses

26

84

Perm

itted P

hase

s8

4De

tector

Pha

se2

68

84

4Sw

itch P

hase

Minim

um In

itial (s

)10

.010

.010

.010

.010

.010

.0Mi

nimum

Spli

t (s)

36.2

30.2

36.2

36.2

27.0

27.0

Total

Spli

t (s)

44.0

44.0

56.0

56.0

56.0

56.0

Total

Spli

t (%

)44

.0%44

.0%56

.0%56

.0%56

.0%56

.0%Ye

llow

Time (

s)3.3

3.33.3

3.33.3

3.3Al

l-Red

Tim

e (s)

2.92.9

2.92.9

2.72.7

Lost

Time A

djust

(s)0.0

0.00.0

0.00.0

Total

Lost

Time (

s)6.2

6.26.2

6.26.0

Lead

/Lag

Lead

-Lag

Opti

mize

?Re

call M

ode

C-Ma

xC-

Max

None

None

None

None

Act E

ffct G

reen

(s)

50.9

50.9

36.7

36.7

36.9

Actua

ted g/

C Ra

tio0.5

10.5

10.3

70.3

70.3

7v/c

Rati

o0.6

40.4

30.8

20.1

20.1

0Co

ntrol

Delay

19.4

15.4

42.4

9.79.8

Queu

e Dela

y0.0

0.60.0

0.00.0

Total

Dela

y19

.415

.942

.49.7

9.8LO

SB

BD

AA

Appr

oach

Dela

y19

.415

.936

.99.8

Appr

oach

LOS

BB

DA

Queu

e Len

gth 50

th (m

)66

.034

.263

.14.3

3.4Qu

eue L

ength

95th

(m)

109.1

74.6

82.6

10.8

9.4Int

erna

l Link

Dist

(m)

179.1

52.8

112.9

59.0

Turn

Bay

Leng

th (m

)90

.0Ba

se C

apac

ity (v

ph)

1630

1674

613

800

767

Star

vatio

n Cap

Red

uctn

054

10

00

Spillb

ack C

ap R

educ

tn0

00

00

Stor

age C

ap R

educ

tn0

00

00

Redu

ced v

/c Ra

tio0.6

40.6

30.6

00.0

90.0

8

Inter

secti

on S

umma

ryCy

cle Le

ngth:

100

Actua

ted C

ycle

Leng

th: 10

0Of

fset: 0

(0%

), Re

feren

ced t

o pha

se 2:

EBT

and 6

:WBT

, Star

t of G

reen

Natur

al Cy

cle: 7

5Co

ntrol

Type

: Actu

ated-

Coor

dinate

d

Lane

s, V

olum

es, T

imin

gs1:

Nor

th R

iver

& M

ontr

eal

02-1

9-20

20

112 M

ontre

al Ro

ad P

M Pe

ak H

our 2

024 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

2

Maxim

um v/

c Rati

o: 0.8

2Int

erse

ction

Sign

al De

lay: 2

1.5Int

erse

ction

LOS:

CInt

erse

ction

Cap

acity

Utili

zatio

n 72.2

%IC

U Le

vel o

f Ser

vice C

Analy

sis P

eriod

(min)

15De

scrip

tion:

As pe

r sign

al tim

ing pl

an pr

ovide

d on N

ov 29

, 201

9.

Splits

and P

hase

s:

1: No

rth R

iver &

Mon

treal

Lane

s, V

olum

es, T

imin

gs2:

Mon

tgom

ery

& M

ontr

eal

02-1

9-20

20

112 M

ontre

al Ro

ad P

M Pe

ak H

our 2

024 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

3

Lane

Gro

upEB

TEB

RW

BLW

BTNB

LNB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

635

7851

657

5834

Futur

e Volu

me (v

ph)

635

7851

657

5834

Satd.

Flow

(pro

t)32

320

033

0216

5814

83Flt

Per

mitte

d0.8

510.9

50Sa

td. F

low (p

erm)

3232

00

2817

1647

1391

Satd.

Flow

(RTO

R)32

34La

ne G

roup

Flow

(vph

)71

30

070

858

34Tu

rn T

ype

NAPe

rmNA

Prot

Perm

Prote

cted P

hase

s2

68

Perm

itted P

hase

s6

8De

tector

Pha

se2

66

88

Switc

h Pha

seMi

nimum

Initia

l (s)

10.0

10.0

10.0

10.0

10.0

Minim

um S

plit (

s)19

.523

.523

.519

.519

.5To

tal S

plit (

s)76

.076

.076

.024

.024

.0To

tal S

plit (

%)

76.0%

76.0%

76.0%

24.0%

24.0%

Yello

w Tim

e (s)

3.33.3

3.33.3

3.3Al

l-Red

Tim

e (s)

2.22.2

2.22.2

2.2Lo

st Tim

e Adju

st (s)

0.00.0

0.00.0

Total

Lost

Time (

s)5.5

5.55.5

5.5Le

ad/La

gLe

ad-L

ag O

ptimi

ze?

Reca

ll Mod

eC-

Max

C-Ma

xC-

Max

None

None

Act E

ffct G

reen

(s)

81.6

81.6

11.6

11.6

Actua

ted g/

C Ra

tio0.8

20.8

20.1

20.1

2v/c

Rati

o0.2

70.3

10.3

00.1

8Co

ntrol

Delay

0.73.6

44.2

15.3

Queu

e Dela

y0.4

0.00.0

0.0To

tal D

elay

1.03.6

44.2

15.3

LOS

AA

DB

Appr

oach

Dela

y1.0

3.633

.5Ap

proa

ch LO

SA

AC

Queu

e Len

gth 50

th (m

)1.8

15.7

10.7

0.0Qu

eue L

ength

95th

(m)

2.526

.721

.98.6

Inter

nal L

ink D

ist (m

)52

.813

8.913

7.9Tu

rn B

ay Le

ngth

(m)

Base

Cap

acity

(vph

)26

4322

9830

628

5St

arva

tion C

ap R

educ

tn12

770

00

Spillb

ack C

ap R

educ

tn0

840

0St

orag

e Cap

Red

uctn

00

00

Redu

ced v

/c Ra

tio0.5

20.3

20.1

90.1

2

Inter

secti

on S

umma

ryCy

cle Le

ngth:

100

Actua

ted C

ycle

Leng

th: 10

0Of

fset: 0

(0%

), Re

feren

ced t

o pha

se 2:

EBT

and 6

:WBT

L, St

art o

f Gre

enNa

tural

Cycle

: 45

Contr

ol Ty

pe: A

ctuate

d-Co

ordin

ated

Lane

s, V

olum

es, T

imin

gs2:

Mon

tgom

ery

& M

ontr

eal

02-1

9-20

20

112 M

ontre

al Ro

ad P

M Pe

ak H

our 2

024 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

4

Maxim

um v/

c Rati

o: 0.3

1Int

erse

ction

Sign

al De

lay: 4

.2Int

erse

ction

LOS:

AInt

erse

ction

Cap

acity

Utili

zatio

n 66.0

%IC

U Le

vel o

f Ser

vice C

Analy

sis P

eriod

(min)

15De

scrip

tion:

As pe

r sign

al tim

ing pl

an pr

ovide

d on N

ov 29

, 201

9.

Splits

and P

hase

s:

2: Mo

ntgom

ery &

Mon

treal

Lane

s, V

olum

es, T

imin

gs3:

Pal

ace

& M

ontr

eal

02-1

9-20

20

112 M

ontre

al Ro

ad P

M Pe

ak H

our 2

024 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

5

Lane

Gro

upEB

TEB

RW

BLW

BTNB

LNB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

636

145

698

00

Futur

e Volu

me (v

ph)

636

145

698

00

Satd.

Flow

(pro

t)33

060

033

160

0Flt

Per

mitte

dSa

td. F

low (p

erm)

3306

00

3316

00

Lane

Gro

up F

low (v

ph)

650

00

703

00

Sign

Con

trol

Free

Free

Free

Inter

secti

on S

umma

ryCo

ntrol

Type

: Uns

ignali

zed

Inter

secti

on C

apac

ity U

tiliza

tion 3

4.4%

ICU

Leve

l of S

ervic

e AAn

alysis

Per

iod (m

in) 15

Lane

s, V

olum

es, T

imin

gs4:

Van

ier

& M

ontr

eal

02-1

9-20

20

112 M

ontre

al Ro

ad P

M Pe

ak H

our 2

024 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

6

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

5438

818

716

435

520

824

510

6322

114

910

7110

0Fu

ture V

olume

(vph

)54

388

187

164

355

208

245

1063

221

149

1071

100

Satd.

Flow

(pro

t)16

5817

4514

8316

5830

180

1658

4764

1483

1658

4764

1483

Flt P

ermi

tted

0.438

0.136

0.950

0.950

Satd.

Flow

(per

m)73

317

4514

8323

330

180

1627

4764

1328

1626

4764

1346

Satd.

Flow

(RTO

R)16

690

221

120

Lane

Gro

up F

low (v

ph)

5438

818

716

456

30

245

1063

221

149

1071

100

Turn

Typ

ePe

rmNA

NApm

+pt

NAPr

otNA

Perm

Prot

NAPe

rmPr

otecte

d Pha

ses

43

85

21

6Pe

rmitte

d Pha

ses

48

26

Detec

tor P

hase

44

38

52

21

66

Switc

h Pha

seMi

nimum

Initia

l (s)

10.0

10.0

5.010

.05.0

10.0

10.0

5.010

.010

.0Mi

nimum

Spli

t (s)

39.6

39.6

10.7

39.6

11.1

28.9

28.9

11.1

28.9

28.9

Total

Spli

t (s)

40.0

40.0

12.0

52.0

34.0

54.0

54.0

34.0

54.0

54.0

Total

Spli

t (%

)28

.6%28

.6%8.6

%37

.1%24

.3%38

.6%38

.6%24

.3%38

.6%38

.6%Ye

llow

Time (

s)3.3

3.33.3

3.33.7

3.73.7

3.73.7

3.7Al

l-Red

Tim

e (s)

3.33.3

2.43.3

2.42.2

2.22.4

2.22.2

Lost

Time A

djust

(s)0.0

0.00.0

0.00.0

0.00.0

0.00.0

0.0To

tal Lo

st Tim

e (s)

6.66.6

5.76.6

6.15.9

5.96.1

5.95.9

Lead

/Lag

Lag

Lag

Lead

Lead

Lag

Lag

Lead

Lag

Lag

Lead

-Lag

Opti

mize

?Ye

sYe

sYe

sYe

sYe

sYe

sYe

sYe

sYe

sRe

call M

ode

None

None

None

None

None

C-Ma

xC-

Max

None

C-Ma

xC-

Max

Act E

ffct G

reen

(s)

32.7

32.7

0.045

.644

.724

.558

.958

.917

.952

.352

.3Ac

tuated

g/C

Ratio

0.23

0.23

0.00

0.33

0.32

0.18

0.42

0.42

0.13

0.37

0.37

v/c R

atio

0.32

0.95

1.13

1.17

0.55

0.85

0.53

0.32

0.71

0.60

0.17

Contr

ol De

lay50

.186

.911

8.616

6.134

.884

.829

.18.0

75.8

38.0

3.9Qu

eue D

elay

0.00.0

0.00.0

0.00.0

0.00.0

0.00.0

0.0To

tal D

elay

50.1

86.9

118.6

166.1

34.8

84.8

29.1

8.075

.838

.03.9

LOS

DF

FF

CF

CA

ED

AAp

proa

ch D

elay

93.2

64.4

35.0

39.7

Appr

oach

LOS

FE

CD

Queu

e Len

gth 50

th (m

)12

.410

6.0~1

2.1~4

0.756

.571

.551

.29.3

40.1

89.8

0.0Qu

eue L

ength

95th

(m)

25.7

#165

.9#6

0.3#8

6.375

.0m8

3.1m6

5.4m1

7.260

.610

7.78.5

Inter

nal L

ink D

ist (m

)99

.519

6.422

0.313

9.4Tu

rn B

ay Le

ngth

(m)

35.0

50.0

135.0

135.0

135.0

135.0

Base

Cap

acity

(vph

)17

441

616

614

010

3933

020

0268

633

017

7857

7St

arva

tion C

ap R

educ

tn0

00

00

00

00

00

Spillb

ack C

ap R

educ

tn0

00

00

00

00

00

Stor

age C

ap R

educ

tn0

00

00

00

00

00

Redu

ced v

/c Ra

tio0.3

10.9

31.1

31.1

70.5

40.7

40.5

30.3

20.4

50.6

00.1

7

Inter

secti

on S

umma

ryCy

cle Le

ngth:

140

Actua

ted C

ycle

Leng

th: 14

0Of

fset: 5

6 (40

%),

Refer

ence

d to p

hase

2:NB

T an

d 6:S

BT, S

tart o

f Gre

enNa

tural

Cycle

: 95

Contr

ol Ty

pe: A

ctuate

d-Co

ordin

ated

Lane

s, V

olum

es, T

imin

gs4:

Van

ier

& M

ontr

eal

02-1

9-20

20

112 M

ontre

al Ro

ad P

M Pe

ak H

our 2

024 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

7

Maxim

um v/

c Rati

o: 1.1

7Int

erse

ction

Sign

al De

lay: 5

0.3Int

erse

ction

LOS:

DInt

erse

ction

Cap

acity

Utili

zatio

n 92.3

%IC

U Le

vel o

f Ser

vice F

Analy

sis P

eriod

(min)

15De

scrip

tion:

As pe

r sign

al tim

ing pl

an pr

ovide

d on N

ov 29

, 201

9.~

Volu

me ex

ceed

s cap

acity

, que

ue is

theo

retic

ally i

nfinit

e.

Que

ue sh

own i

s max

imum

after

two c

ycles

.#

95th

perce

ntile

volum

e exc

eeds

capa

city,

queu

e may

be lo

nger

.

Que

ue sh

own i

s max

imum

after

two c

ycles

.m

Volu

me fo

r 95th

perce

ntile

queu

e is m

etere

d by u

pstre

am si

gnal.

Splits

and P

hase

s:

4: Va

nier &

Mon

treal

Lane

s, V

olum

es, T

imin

gs5:

Cod

y/H

anna

h &

Mon

trea

l02

-19-

2020

112 M

ontre

al Ro

ad P

M Pe

ak H

our 2

024 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

8

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

114

695

73

634

450

00

7115

71Fu

ture V

olume

(vph

)11

469

57

363

445

00

071

1571

Satd.

Flow

(pro

t)0

1728

00

3213

00

00

015

520

Flt P

ermi

tted

0.815

0.953

0.978

Satd.

Flow

(per

m)0

1397

00

3062

00

00

015

240

Satd.

Flow

(RTO

R)1

1737

Lane

Gro

up F

low (v

ph)

081

60

068

20

00

00

157

0Tu

rn T

ype

Perm

NAPe

rmNA

Perm

NAPr

otecte

d Pha

ses

26

8Pe

rmitte

d Pha

ses

26

8De

tector

Pha

se2

26

68

8Sw

itch P

hase

Minim

um In

itial (s

)10

.010

.010

.010

.010

.010

.0Mi

nimum

Spli

t (s)

25.5

25.5

21.5

21.5

21.5

21.5

Total

Spli

t (s)

75.0

75.0

75.0

75.0

25.0

25.0

Total

Spli

t (%

)75

.0%75

.0%75

.0%75

.0%25

.0%25

.0%Ye

llow

Time (

s)3.3

3.33.3

3.33.3

3.3Al

l-Red

Tim

e (s)

2.22.2

2.22.2

2.22.2

Lost

Time A

djust

(s)0.0

0.00.0

Total

Lost

Time (

s)5.5

5.55.5

Lead

/Lag

Lead

-Lag

Opti

mize

?Re

call M

ode

C-Ma

xC-

Max

C-Ma

xC-

Max

None

None

Act E

ffct G

reen

(s)

74.5

74.5

14.5

Actua

ted g/

C Ra

tio0.7

40.7

40.1

4v/c

Rati

o0.7

80.3

00.6

3Co

ntrol

Delay

16.0

4.841

.1Qu

eue D

elay

0.50.0

0.0To

tal D

elay

16.4

4.841

.1LO

SB

AD

Appr

oach

Dela

y16

.44.8

41.1

Appr

oach

LOS

BA

DQu

eue L

ength

50th

(m)

87.0

19.8

21.5

Queu

e Len

gth 95

th (m

)#1

86.7

31.0

40.2

Inter

nal L

ink D

ist (m

)19

6.487

.112

7.910

6.3Tu

rn B

ay Le

ngth

(m)

Base

Cap

acity

(vph

)10

4122

8632

6St

arva

tion C

ap R

educ

tn39

00

Spillb

ack C

ap R

educ

tn0

00

Stor

age C

ap R

educ

tn0

00

Redu

ced v

/c Ra

tio0.8

10.3

00.4

8

Inter

secti

on S

umma

ryCy

cle Le

ngth:

100

Actua

ted C

ycle

Leng

th: 10

0Of

fset: 1

0 (10

%),

Refer

ence

d to p

hase

2:EB

TL an

d 6:W

BTL,

Star

t of G

reen

Natur

al Cy

cle: 8

0Co

ntrol

Type

: Actu

ated-

Coor

dinate

d

Lane

s, V

olum

es, T

imin

gs5:

Cod

y/H

anna

h &

Mon

trea

l02

-19-

2020

112 M

ontre

al Ro

ad P

M Pe

ak H

our 2

024 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

9

Maxim

um v/

c Rati

o: 0.7

8Int

erse

ction

Sign

al De

lay: 1

4.0Int

erse

ction

LOS:

BInt

erse

ction

Cap

acity

Utili

zatio

n 97.5

%IC

U Le

vel o

f Ser

vice F

Analy

sis P

eriod

(min)

15De

scrip

tion:

As pe

r sign

al tim

ing pl

an pr

ovide

d on N

ov 29

, 201

9.#

95th

perce

ntile

volum

e exc

eeds

capa

city,

queu

e may

be lo

nger

.

Que

ue sh

own i

s max

imum

after

two c

ycles

.

Splits

and P

hase

s:

5: Co

dy/H

anna

h & M

ontre

al

Lane

s, V

olum

es, T

imin

gs6:

Nor

th R

iver

& S

elki

rk02

-19-

2020

112 M

ontre

al Ro

ad P

M Pe

ak H

our 2

024 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

10

Lane

Gro

upW

BLW

BRNB

TNB

RSB

LSB

TLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

115

4743

30

045

6Fu

ture V

olume

(vph

)11

547

433

00

456

Satd.

Flow

(pro

t)16

5814

8317

450

033

16Flt

Per

mitte

d0.9

50Sa

td. F

low (p

erm)

1658

1483

1745

00

3316

Lane

Gro

up F

low (v

ph)

115

4743

30

045

6Si

gn C

ontro

lSt

opFr

eeFr

ee

Inter

secti

on S

umma

ryCo

ntrol

Type

: Uns

ignali

zed

Inter

secti

on C

apac

ity U

tiliza

tion 3

7.9%

ICU

Leve

l of S

ervic

e AAn

alysis

Per

iod (m

in) 15

HC

M 2

010

TW

SC

6: N

orth

Riv

er &

Sel

kirk

02-1

9-20

20

112 M

ontre

al Ro

ad P

M Pe

ak H

our 2

024 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

11

Inter

secti

onInt

Dela

y, s/v

eh2.4

Move

ment

WBL

WBR

NBT

NBR

SBL

SBT

Lane

Con

figur

ation

sTr

affic

Vol, v

eh/h

115

4743

30

045

6Fu

ture V

ol, ve

h/h11

547

433

00

456

Confl

icting

Ped

s, #/h

r2

20

6666

0Si

gn C

ontro

l St

opSt

opFr

eeFr

eeFr

eeFr

eeRT

Cha

nneli

zed

-No

ne-

None

-No

neSt

orag

e Len

gth0

0-

--

-Ve

h in M

edian

Stor

age,

#0

-0

--

0Gr

ade,

%0

-0

--

0Pe

ak H

our F

actor

100

100

100

100

100

100

Heav

y Veh

icles

, %2

22

22

2Mv

mt F

low11

547

433

00

456

Major

/Mino

rMi

nor1

Major

1Ma

jor2

Confl

icting

Flow

All

663

435

0-

--

Stag

e 143

3-

--

--

Stag

e 223

0-

--

--

Critic

al Hd

wy6.6

36.2

3-

--

-Cr

itical

Hdwy

Stg

15.4

3-

--

--

Critic

al Hd

wy S

tg 2

5.83

--

--

-Fo

llow-

up H

dwy

3.519

3.319

--

--

Pot C

ap-1

Man

euve

r41

062

0-

00

-

S

tage 1

653

--

00

-

S

tage 2

787

--

00

-Pl

atoon

bloc

ked,

%-

-Mo

v Cap

-1 M

aneu

ver

409

619

--

--

Mov C

ap-2

Man

euve

r40

9-

--

--

Stag

e 165

3-

--

--

Stag

e 278

5-

--

--

Appr

oach

WB

NBSB

HCM

Contr

ol De

lay, s

15.5

00

HCM

LOS

C Mi

nor L

ane/M

ajor M

vmt

NBTW

BLn1

WBL

n2SB

TCa

pacit

y (ve

h/h)

-40

961

9-

HCM

Lane

V/C

Rati

o-

0.281

0.076

-HC

M Co

ntrol

Delay

(s)

-17

.211

.3-

HCM

Lane

LOS

-C

B-

HCM

95th

%tile

Q(ve

h)-

1.10.2

-

Lane

s, V

olum

es, T

imin

gs7:

McA

rthu

r &

Dun

das

02-1

9-20

20

112 M

ontre

al Ro

ad P

M Pe

ak H

our 2

024 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

12

Lane

Gro

upEB

LEB

TW

BTW

BRSB

LSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

755

531

695

294

Futur

e Volu

me (v

ph)

755

531

695

294

Satd.

Flow

(pro

t)0

1743

1691

016

450

Flt P

ermi

tted

0.999

0.958

Satd.

Flow

(per

m)0

1743

1691

016

450

Lane

Gro

up F

low (v

ph)

056

241

10

330

Sign

Con

trol

Free

Free

Stop

Inter

secti

on S

umma

ryCo

ntrol

Type

: Uns

ignali

zed

Inter

secti

on C

apac

ity U

tiliza

tion 4

9.3%

ICU

Leve

l of S

ervic

e AAn

alysis

Per

iod (m

in) 15

HC

M 2

010

TW

SC

7: M

cArt

hur

& D

unda

s02

-19-

2020

112 M

ontre

al Ro

ad P

M Pe

ak H

our 2

024 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

13

Inter

secti

onInt

Dela

y, s/v

eh0.8

Move

ment

EBL

EBT

WBT

WBR

SBL

SBR

Lane

Con

figur

ation

sTr

affic

Vol, v

eh/h

755

531

695

294

Futur

e Vol,

veh/h

755

531

695

294

Confl

icting

Ped

s, #/h

r76

00

760

9Si

gn C

ontro

l Fr

eeFr

eeFr

eeFr

eeSt

opSt

opRT

Cha

nneli

zed

-No

ne-

None

-No

neSt

orag

e Len

gth-

--

-0

-Ve

h in M

edian

Stor

age,

#-

00

-0

-Gr

ade,

%-

00

-0

-Pe

ak H

our F

actor

100

100

100

100

100

100

Heav

y Veh

icles

, %2

22

22

2Mv

mt F

low7

555

316

9529

4 Ma

jor/M

inor

Major

1Ma

jor2

Mino

r2Co

nflict

ing F

low A

ll48

70

-0

1009

449

Stag

e 1-

--

-44

0-

Stag

e 2-

--

-56

9-

Critic

al Hd

wy4.1

2-

--

6.42

6.22

Critic

al Hd

wy S

tg 1

--

--

5.42

-Cr

itical

Hdwy

Stg

2-

--

-5.4

2-

Follo

w-up

Hdw

y2.2

18-

--

3.518

3.318

Pot C

ap-1

Man

euve

r10

76-

--

266

610

Stag

e 1-

--

-64

9-

Stag

e 2-

--

-56

6-

Plato

on bl

ocke

d, %

--

-Mo

v Cap

-1 M

aneu

ver

1013

--

-23

357

0Mo

v Cap

-2 M

aneu

ver

--

--

233

-

S

tage 1

--

--

605

-

S

tage 2

--

--

533

- Ap

proa

chEB

WB

SBHC

M Co

ntrol

Delay

, s0.1

021

.5HC

M LO

SC

Mino

r Lan

e/Majo

r Mvm

tEB

LEB

TW

BTW

BRSB

Ln1

Capa

city (

veh/h

)10

13-

--

251

HCM

Lane

V/C

Rati

o0.0

07-

--

0.131

HCM

Contr

ol De

lay (s

)8.6

0-

-21

.5HC

M La

ne LO

SA

A-

-C

HCM

95th

%tile

Q(ve

h)0

--

-0.4

Lane

s, V

olum

es, T

imin

gs8:

Mar

guer

ite &

McA

rthu

r02

-19-

2020

112 M

ontre

al Ro

ad P

M Pe

ak H

our 2

024 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

14

Lane

Gro

upEB

TEB

RW

BLW

BTNB

LNB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

563

2140

395

2052

Futur

e Volu

me (v

ph)

563

2140

395

2052

Satd.

Flow

(pro

t)17

320

017

3616

5814

83Flt

Per

mitte

d0.9

230.9

50Sa

td. F

low (p

erm)

1732

00

1608

1586

1425

Satd.

Flow

(RTO

R)4

52La

ne G

roup

Flow

(vph

)58

40

043

520

52Tu

rn T

ype

NAPe

rmNA

Perm

Perm

Prote

cted P

hase

s2

6Pe

rmitte

d Pha

ses

64

4De

tector

Pha

se2

66

44

Switc

h Pha

seMi

nimum

Initia

l (s)

10.0

10.0

10.0

10.0

10.0

Minim

um S

plit (

s)27

.523

.523

.524

.524

.5To

tal S

plit (

s)50

.050

.050

.025

.025

.0To

tal S

plit (

%)

66.7%

66.7%

66.7%

33.3%

33.3%

Yello

w Tim

e (s)

3.33.3

3.33.3

3.3Al

l-Red

Tim

e (s)

2.22.2

2.22.2

2.2Lo

st Tim

e Adju

st (s)

0.00.0

0.00.0

Total

Lost

Time (

s)5.5

5.55.5

5.5Le

ad/La

gLe

ad-L

ag O

ptimi

ze?

Reca

ll Mod

eC-

Max

C-Ma

xC-

Max

None

None

Act E

ffct G

reen

(s)

58.8

58.8

13.6

13.6

Actua

ted g/

C Ra

tio0.7

80.7

80.1

80.1

8v/c

Rati

o0.4

30.3

50.0

70.1

7Co

ntrol

Delay

7.16.4

23.4

8.4Qu

eue D

elay

0.00.0

0.00.0

Total

Dela

y7.1

6.423

.48.4

LOS

AA

CA

Appr

oach

Dela

y7.1

6.412

.6Ap

proa

ch LO

SA

AB

Queu

e Len

gth 50

th (m

)27

.818

.92.5

0.0Qu

eue L

ength

95th

(m)

70.3

49.3

7.17.7

Inter

nal L

ink D

ist (m

)36

.315

4.214

4.2Tu

rn B

ay Le

ngth

(m)

Base

Cap

acity

(vph

)13

5812

6041

240

8St

arva

tion C

ap R

educ

tn0

00

0Sp

illbac

k Cap

Red

uctn

00

00

Stor

age C

ap R

educ

tn0

00

0Re

duce

d v/c

Ratio

0.43

0.35

0.05

0.13

Inter

secti

on S

umma

ryCy

cle Le

ngth:

75Ac

tuated

Cyc

le Le

ngth:

75Of

fset: 0

(0%

), Re

feren

ced t

o pha

se 2:

EBT

and 6

:WBT

L, St

art o

f Gre

enNa

tural

Cycle

: 60

Contr

ol Ty

pe: A

ctuate

d-Co

ordin

ated

Lane

s, V

olum

es, T

imin

gs8:

Mar

guer

ite &

McA

rthu

r02

-19-

2020

112 M

ontre

al Ro

ad P

M Pe

ak H

our 2

024 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

15

Maxim

um v/

c Rati

o: 0.4

3Int

erse

ction

Sign

al De

lay: 7

.2Int

erse

ction

LOS:

AInt

erse

ction

Cap

acity

Utili

zatio

n 76.7

%IC

U Le

vel o

f Ser

vice D

Analy

sis P

eriod

(min)

15De

scrip

tion:

As pe

r sign

al tim

ing pl

an pr

ovide

d on N

ov 29

, 201

9.

Splits

and P

hase

s:

8: Ma

rgue

rite &

McA

rthur

Lane

s, V

olum

es, T

imin

gs9:

Van

ier

& M

cArt

hur

02-1

9-20

20

112 M

ontre

al Ro

ad P

M Pe

ak H

our 2

024 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

16

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

5825

949

635

022

917

921

712

5926

412

812

3869

Futur

e Volu

me (v

ph)

5825

949

635

022

917

921

712

5926

412

812

3869

Satd.

Flow

(pro

t)16

5817

4514

8332

1617

4514

8316

5833

1614

8316

5833

1614

83Flt

Per

mitte

d0.9

500.9

500.9

500.9

50Sa

td. F

low (p

erm)

1575

1745

1323

2855

1745

1360

1613

3316

1368

1641

3316

1235

Satd.

Flow

(RTO

R)26

217

922

116

8La

ne G

roup

Flow

(vph

)58

259

496

350

229

179

217

1259

264

128

1238

69Tu

rn T

ype

Prot

NAPe

rmPr

otNA

Perm

Prot

NAPe

rmPr

otNA

Perm

Prote

cted P

hase

s7

43

85

21

6Pe

rmitte

d Pha

ses

48

26

Detec

tor P

hase

74

43

88

52

21

66

Switc

h Pha

seMi

nimum

Initia

l (s)

5.010

.010

.05.0

10.0

10.0

5.010

.010

.05.0

10.0

10.0

Minim

um S

plit (

s)11

.236

.236

.211

.236

.236

.211

.136

.136

.111

.136

.136

.1To

tal S

plit (

s)18

.036

.236

.218

.036

.236

.231

.062

.862

.823

.054

.854

.8To

tal S

plit (

%)

12.9%

25.9%

25.9%

12.9%

25.9%

25.9%

22.1%

44.9%

44.9%

16.4%

39.1%

39.1%

Yello

w Tim

e (s)

3.33.3

3.33.3

3.33.3

3.73.7

3.73.7

3.73.7

All-R

ed T

ime (

s)2.9

2.92.9

2.92.9

2.92.4

2.42.4

2.42.4

2.4Lo

st Tim

e Adju

st (s)

0.00.0

0.00.0

0.00.0

0.00.0

0.00.0

0.00.0

Total

Lost

Time (

s)6.2

6.26.2

6.26.2

6.26.1

6.16.1

6.16.1

6.1Le

ad/La

gLa

gLe

adLe

adLa

gLe

adLe

adLe

adLa

gLa

gLe

adLa

gLa

gLe

ad-L

ag O

ptimi

ze?

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Reca

ll Mod

eNo

neNo

neNo

neNo

neNo

neNo

neNo

neC-

Max

C-Ma

xNo

neC-

Max

C-Ma

xAc

t Effc

t Gre

en (s

)10

.730

.030

.011

.833

.633

.622

.058

.958

.914

.751

.651

.6Ac

tuated

g/C

Ratio

0.08

0.21

0.21

0.08

0.24

0.24

0.16

0.42

0.42

0.10

0.37

0.37

v/c R

atio

0.46

0.69

1.01

1.29

0.55

0.39

0.83

0.90

0.38

0.74

1.01

0.12

Contr

ol De

lay73

.561

.769

.920

4.753

.98.8

82.8

48.3

7.380

.666

.22.2

Queu

e Dela

y0.0

0.00.0

0.00.0

0.00.0

0.00.0

0.00.0

0.0To

tal D

elay

73.5

61.7

69.9

204.7

53.9

8.882

.848

.37.3

80.6

66.2

2.2LO

SE

EE

FD

AF

DA

FE

AAp

proa

ch D

elay

67.5

112.9

46.4

64.4

Appr

oach

LOS

EF

DE

Queu

e Len

gth 50

th (m

)15

.566

.8~8

0.1~6

3.557

.90.0

58.1

172.5

7.236

.9~1

23.1

0.0Qu

eue L

ength

95th

(m)

30.4

97.5

#152

.4#9

4.586

.119

.8#9

1.1#2

20.2

27.0

m52.0

m#21

0.6m2

.5Int

erna

l Link

Dist

(m)

154.2

174.6

77.0

137.1

Turn

Bay

Leng

th (m

)50

.010

0.012

0.011

5.090

.090

.090

.090

.0Ba

se C

apac

ity (v

ph)

139

373

489

271

418

462

294

1394

703

200

1221

561

Star

vatio

n Cap

Red

uctn

00

00

00

00

00

00

Spillb

ack C

ap R

educ

tn0

00

00

00

00

00

0St

orag

e Cap

Red

uctn

00

00

00

00

00

00

Redu

ced v

/c Ra

tio0.4

20.6

91.0

11.2

90.5

50.3

90.7

40.9

00.3

80.6

41.0

10.1

2

Inter

secti

on S

umma

ryCy

cle Le

ngth:

140

Actua

ted C

ycle

Leng

th: 14

0Of

fset: 5

4 (39

%),

Refer

ence

d to p

hase

2:NB

T an

d 6:S

BT, S

tart o

f Gre

enNa

tural

Cycle

: 145

Contr

ol Ty

pe: A

ctuate

d-Co

ordin

ated

Lane

s, V

olum

es, T

imin

gs9:

Van

ier

& M

cArt

hur

02-1

9-20

20

112 M

ontre

al Ro

ad P

M Pe

ak H

our 2

024 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

17

Maxim

um v/

c Rati

o: 1.2

9Int

erse

ction

Sign

al De

lay: 6

6.1Int

erse

ction

LOS:

EInt

erse

ction

Cap

acity

Utili

zatio

n 103

.8%IC

U Le

vel o

f Ser

vice G

Analy

sis P

eriod

(min)

15De

scrip

tion:

As pe

r sign

al tim

ing pl

an pr

ovide

d on N

ov 29

, 201

9. Ad

dition

al E-

W pe

destr

ian ph

ase t

ime t

aken

from

N-S

phas

e.~

Volu

me ex

ceed

s cap

acity

, que

ue is

theo

retic

ally i

nfinit

e.

Que

ue sh

own i

s max

imum

after

two c

ycles

.#

95th

perce

ntile

volum

e exc

eeds

capa

city,

queu

e may

be lo

nger

.

Que

ue sh

own i

s max

imum

after

two c

ycles

.m

Volu

me fo

r 95th

perce

ntile

queu

e is m

etere

d by u

pstre

am si

gnal.

Splits

and P

hase

s:

9: Va

nier &

McA

rthur

Appendix G

Synchro Intersection Worksheets – 2029 Background Conditions

Lane

s, V

olum

es, T

imin

gs1:

Nor

th R

iver

& M

ontr

eal

02-1

9-20

20

112 M

ontre

al Ro

ad A

M Pe

ak H

our 2

029 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

1

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

057

236

60

789

1728

515

2118

1725

Futur

e Volu

me (v

ph)

057

236

60

789

1728

515

2118

1725

Satd.

Flow

(pro

t)0

3069

00

3301

016

5815

500

016

080

Flt P

ermi

tted

0.718

0.928

Satd.

Flow

(per

m)0

3069

00

3301

012

4315

500

015

010

Satd.

Flow

(RTO

R)21

25La

ne G

roup

Flow

(vph

)0

938

00

806

028

536

00

600

Turn

Typ

eNA

NAPe

rmNA

Perm

NAPr

otecte

d Pha

ses

26

84

Perm

itted P

hase

s8

4De

tector

Pha

se2

68

84

4Sw

itch P

hase

Minim

um In

itial (s

)10

.010

.010

.010

.010

.010

.0Mi

nimum

Spli

t (s)

27.0

27.0

36.2

36.2

30.2

30.2

Total

Spli

t (s)

43.8

43.8

36.2

36.2

30.2

30.2

Total

Spli

t (%

)54

.8%54

.8%45

.3%45

.3%37

.8%37

.8%Ye

llow

Time (

s)3.3

3.33.3

3.33.3

3.3Al

l-Red

Tim

e (s)

2.72.7

2.92.9

2.92.9

Lost

Time A

djust

(s)0.0

0.00.0

0.00.0

Total

Lost

Time (

s)6.0

6.06.2

6.26.2

Lead

/Lag

Lead

-Lag

Opti

mize

?Re

call M

ode

C-Ma

xC-

Max

None

None

None

None

Act E

ffct G

reen

(s)

42.9

42.9

24.9

24.9

24.9

Actua

ted g/

C Ra

tio0.5

40.5

40.3

10.3

10.3

1v/c

Rati

o0.5

70.4

60.7

40.0

70.1

2Co

ntrol

Delay

15.5

10.3

35.7

10.0

11.8

Queu

e Dela

y0.0

0.20.0

0.00.0

Total

Dela

y15

.510

.635

.710

.011

.8LO

SB

BD

AB

Appr

oach

Dela

y15

.510

.632

.811

.8Ap

proa

ch LO

SB

BC

BQu

eue L

ength

50th

(m)

54.3

37.4

34.3

1.43.3

Queu

e Len

gth 95

th (m

)73

.921

.559

.86.9

10.6

Inter

nal L

ink D

ist (m

)19

4.552

.811

2.959

.0Tu

rn B

ay Le

ngth

(m)

90.0

Base

Cap

acity

(vph

)16

4617

7046

659

457

8St

arva

tion C

ap R

educ

tn0

337

00

0Sp

illbac

k Cap

Red

uctn

00

00

0St

orag

e Cap

Red

uctn

00

00

0Re

duce

d v/c

Ratio

0.57

0.56

0.61

0.06

0.10

Inter

secti

on S

umma

ryCy

cle Le

ngth:

80Ac

tuated

Cyc

le Le

ngth:

80Of

fset: 0

(0%

), Re

feren

ced t

o pha

se 2:

EBT

and 6

:WBT

, Star

t of G

reen

Natur

al Cy

cle: 6

5Co

ntrol

Type

: Actu

ated-

Coor

dinate

d

Lane

s, V

olum

es, T

imin

gs1:

Nor

th R

iver

& M

ontr

eal

02-1

9-20

20

112 M

ontre

al Ro

ad A

M Pe

ak H

our 2

029 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

2

Maxim

um v/

c Rati

o: 0.7

4Int

erse

ction

Sign

al De

lay: 1

6.1Int

erse

ction

LOS:

BInt

erse

ction

Cap

acity

Utili

zatio

n 64.8

%IC

U Le

vel o

f Ser

vice C

Analy

sis P

eriod

(min)

15De

scrip

tion:

As pe

r sign

al tim

ing pl

an pr

ovide

d on N

ov 29

, 201

9. Ad

dition

al N-

S pe

destr

ian ph

ase t

ime t

aken

from

E-W

phas

e.

Splits

and P

hase

s:

1: No

rth R

iver &

Mon

treal

Lane

s, V

olum

es, T

imin

gs2:

Mon

tgom

ery

& M

ontr

eal

02-1

9-20

20

112 M

ontre

al Ro

ad A

M Pe

ak H

our 2

029 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

3

Lane

Gro

upEB

TEB

RW

BLW

BTNB

LNB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

557

5480

790

1933

Futur

e Volu

me (v

ph)

557

5480

790

1933

Satd.

Flow

(pro

t)32

610

032

9916

5814

83Flt

Per

mitte

d0.8

310.9

50Sa

td. F

low (p

erm)

3261

00

2753

1641

1451

Satd.

Flow

(RTO

R)24

33La

ne G

roup

Flow

(vph

)61

10

087

019

33Tu

rn T

ype

NAPe

rmNA

Perm

Perm

Prote

cted P

hase

s2

6Pe

rmitte

d Pha

ses

64

4De

tector

Pha

se2

66

44

Switc

h Pha

seMi

nimum

Initia

l (s)

10.0

10.0

10.0

10.0

10.0

Minim

um S

plit (

s)39

.915

.915

.919

.519

.5To

tal S

plit (

s)56

.056

.056

.024

.024

.0To

tal S

plit (

%)

70.0%

70.0%

70.0%

30.0%

30.0%

Yello

w Tim

e (s)

3.33.3

3.33.3

3.3Al

l-Red

Tim

e (s)

2.62.6

2.62.2

2.2Lo

st Tim

e Adju

st (s)

0.00.0

0.00.0

Total

Lost

Time (

s)5.9

5.95.5

5.5Le

ad/La

gLe

ad-L

ag O

ptimi

ze?

Reca

ll Mod

eC-

Max

C-Ma

xC-

Max

None

None

Act E

ffct G

reen

(s)

66.4

66.4

10.8

10.8

Actua

ted g/

C Ra

tio0.8

30.8

30.1

40.1

4v/c

Rati

o0.2

30.3

80.0

90.1

5Co

ntrol

Delay

0.54.1

30.4

12.5

Queu

e Dela

y0.1

0.00.0

0.0To

tal D

elay

0.64.1

30.4

12.5

LOS

AA

CB

Appr

oach

Dela

y0.6

4.119

.0Ap

proa

ch LO

SA

AB

Queu

e Len

gth 50

th (m

)0.4

21.7

2.60.0

Queu

e Len

gth 95

th (m

)2.1

38.0

7.97.0

Inter

nal L

ink D

ist (m

)52

.813

8.913

7.9Tu

rn B

ay Le

ngth

(m)

Base

Cap

acity

(vph

)27

0922

8337

936

0St

arva

tion C

ap R

educ

tn91

90

00

Spillb

ack C

ap R

educ

tn0

870

0St

orag

e Cap

Red

uctn

00

00

Redu

ced v

/c Ra

tio0.3

40.4

00.0

50.0

9

Inter

secti

on S

umma

ryCy

cle Le

ngth:

80Ac

tuated

Cyc

le Le

ngth:

80Of

fset: 0

(0%

), Re

feren

ced t

o pha

se 2:

EBT

and 6

:WBT

L, St

art o

f Gre

enNa

tural

Cycle

: 60

Contr

ol Ty

pe: A

ctuate

d-Co

ordin

ated

Lane

s, V

olum

es, T

imin

gs2:

Mon

tgom

ery

& M

ontr

eal

02-1

9-20

20

112 M

ontre

al Ro

ad A

M Pe

ak H

our 2

029 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

4

Maxim

um v/

c Rati

o: 0.3

8Int

erse

ction

Sign

al De

lay: 3

.2Int

erse

ction

LOS:

AInt

erse

ction

Cap

acity

Utili

zatio

n 77.2

%IC

U Le

vel o

f Ser

vice D

Analy

sis P

eriod

(min)

15De

scrip

tion:

As pe

r sign

al tim

ing pl

an pr

ovide

d on N

ov 29

, 201

9.

Splits

and P

hase

s:

2: Mo

ntgom

ery &

Mon

treal

Lane

s, V

olum

es, T

imin

gs3:

Pal

ace

& M

ontr

eal

02-1

9-20

20

112 M

ontre

al Ro

ad A

M Pe

ak H

our 2

029 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

5

Lane

Gro

upEB

TEB

RW

BLW

BTNB

LNB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

580

928

898

00

Futur

e Volu

me (v

ph)

580

928

898

00

Satd.

Flow

(pro

t)33

090

033

090

0Flt

Per

mitte

d0.9

98Sa

td. F

low (p

erm)

3309

00

3309

00

Lane

Gro

up F

low (v

ph)

589

00

926

00

Sign

Con

trol

Free

Free

Free

Inter

secti

on S

umma

ryCo

ntrol

Type

: Uns

ignali

zed

Inter

secti

on C

apac

ity U

tiliza

tion 6

0.2%

ICU

Leve

l of S

ervic

e BAn

alysis

Per

iod (m

in) 15

Lane

s, V

olum

es, T

imin

gs4:

Van

ier

& M

ontr

eal

02-1

9-20

20

112 M

ontre

al Ro

ad A

M Pe

ak H

our 2

029 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

6

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

4536

717

419

156

222

521

299

519

324

712

7216

2Fu

ture V

olume

(vph

)45

367

174

191

562

225

212

995

193

247

1272

162

Satd.

Flow

(pro

t)16

5817

4514

8316

5830

940

1658

4764

1483

1658

4764

1483

Flt P

ermi

tted

0.300

0.157

0.950

0.950

Satd.

Flow

(per

m)51

117

4514

8326

930

940

1642

4764

1333

1624

4764

1386

Satd.

Flow

(RTO

R)16

647

193

123

Lane

Gro

up F

low (v

ph)

4536

717

419

178

70

212

995

193

247

1272

162

Turn

Typ

ePe

rmNA

NApm

+pt

NAPr

otNA

Perm

Prot

NAPe

rmPr

otecte

d Pha

ses

43

85

21

6Pe

rmitte

d Pha

ses

48

26

Detec

tor P

hase

44

38

52

21

66

Switc

h Pha

seMi

nimum

Initia

l (s)

10.0

10.0

5.010

.05.0

10.0

10.0

5.010

.010

.0Mi

nimum

Spli

t (s)

39.6

39.6

10.7

39.6

11.1

28.9

28.9

11.1

28.9

28.9

Total

Spli

t (s)

40.0

40.0

16.0

56.0

29.0

55.0

55.0

29.0

55.0

55.0

Total

Spli

t (%

)28

.6%28

.6%11

.4%40

.0%20

.7%39

.3%39

.3%20

.7%39

.3%39

.3%Ye

llow

Time (

s)3.3

3.33.3

3.33.7

3.73.7

3.73.7

3.7Al

l-Red

Tim

e (s)

3.33.3

2.43.3

2.42.2

2.22.4

2.22.2

Lost

Time A

djust

(s)0.0

0.00.0

0.00.0

0.00.0

0.00.0

0.0To

tal Lo

st Tim

e (s)

6.66.6

5.76.6

6.15.9

5.96.1

5.95.9

Lead

/Lag

Lag

Lag

Lead

Lead

Lag

Lag

Lead

Lag

Lag

Lead

-Lag

Opti

mize

?Ye

sYe

sYe

sYe

sYe

sYe

sYe

sYe

sYe

sRe

call M

ode

None

None

None

None

None

C-Ma

xC-

Max

None

C-Ma

xC-

Max

Act E

ffct G

reen

(s)

32.0

32.0

0.048

.948

.021

.050

.950

.922

.552

.452

.4Ac

tuated

g/C

Ratio

0.23

0.23

0.00

0.35

0.34

0.15

0.36

0.36

0.16

0.37

0.37

v/c R

atio

0.39

0.92

1.05

0.98

0.72

0.85

0.57

0.32

0.93

0.71

0.27

Contr

ol De

lay56

.281

.792

.795

.741

.887

.839

.613

.097

.140

.910

.5Qu

eue D

elay

0.00.0

0.00.0

0.00.0

0.00.0

0.00.0

0.0To

tal D

elay

56.2

81.7

92.7

95.7

41.8

87.8

39.6

13.0

97.1

40.9

10.5

LOS

EF

FF

DF

DB

FD

BAp

proa

ch D

elay

83.0

52.3

43.2

46.2

Appr

oach

LOS

FD

DD

Queu

e Len

gth 50

th (m

)10

.598

.7~4

.638

.292

.861

.659

.414

.568

.111

3.97.2

Queu

e Len

gth 95

th (m

)23

.5#1

52.7

#51.7

#78.8

116.2

m74.3

71.4

m21.4

#117

.413

1.923

.7Int

erna

l Link

Dist

(m)

99.5

196.4

220.3

239.2

Turn

Bay

Leng

th (m

)35

.050

.013

5.013

5.013

5.013

5.0Ba

se C

apac

ity (v

ph)

121

416

166

195

1122

271

1732

607

272

1782

595

Star

vatio

n Cap

Red

uctn

00

00

00

00

00

0Sp

illbac

k Cap

Red

uctn

00

00

00

00

00

0St

orag

e Cap

Red

uctn

00

00

00

00

00

0Re

duce

d v/c

Ratio

0.37

0.88

1.05

0.98

0.70

0.78

0.57

0.32

0.91

0.71

0.27

Inter

secti

on S

umma

ryCy

cle Le

ngth:

140

Actua

ted C

ycle

Leng

th: 14

0Of

fset: 1

02 (7

3%),

Refer

ence

d to p

hase

2:NB

T an

d 6:S

BT, S

tart o

f Gre

enNa

tural

Cycle

: 105

Contr

ol Ty

pe: A

ctuate

d-Co

ordin

ated

Lane

s, V

olum

es, T

imin

gs4:

Van

ier

& M

ontr

eal

02-1

9-20

20

112 M

ontre

al Ro

ad A

M Pe

ak H

our 2

029 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

7

Maxim

um v/

c Rati

o: 1.0

5Int

erse

ction

Sign

al De

lay: 5

1.2Int

erse

ction

LOS:

DInt

erse

ction

Cap

acity

Utili

zatio

n 95.6

%IC

U Le

vel o

f Ser

vice F

Analy

sis P

eriod

(min)

15De

scrip

tion:

As pe

r sign

al tim

ing pl

an pr

ovide

d on N

ov 29

, 201

9.~

Volu

me ex

ceed

s cap

acity

, que

ue is

theo

retic

ally i

nfinit

e.

Que

ue sh

own i

s max

imum

after

two c

ycles

.#

95th

perce

ntile

volum

e exc

eeds

capa

city,

queu

e may

be lo

nger

.

Que

ue sh

own i

s max

imum

after

two c

ycles

.m

Volu

me fo

r 95th

perce

ntile

queu

e is m

etere

d by u

pstre

am si

gnal.

Splits

and P

hase

s:

4: Va

nier &

Mon

treal

Lane

s, V

olum

es, T

imin

gs5:

Cod

y/H

anna

h &

Mon

trea

l02

-19-

2020

112 M

ontre

al Ro

ad A

M Pe

ak H

our 2

029 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

8

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

7960

111

187

915

00

050

3511

5Fu

ture V

olume

(vph

)79

601

111

879

150

00

5035

115

Satd.

Flow

(pro

t)0

1728

00

3297

00

00

015

620

Flt P

ermi

tted

0.817

0.955

0.988

Satd.

Flow

(per

m)0

1415

00

3149

00

00

015

530

Satd.

Flow

(RTO

R)2

469

Lane

Gro

up F

low (v

ph)

069

10

089

50

00

00

200

0Tu

rn T

ype

Perm

NAPe

rmNA

Perm

NAPr

otecte

d Pha

ses

26

7Pe

rmitte

d Pha

ses

26

7De

tector

Pha

se2

26

67

7Sw

itch P

hase

Minim

um In

itial (s

)10

.010

.010

.010

.010

.010

.0Mi

nimum

Spli

t (s)

25.5

25.5

25.5

25.5

21.5

21.5

Total

Spli

t (s)

65.0

65.0

65.0

65.0

25.0

25.0

Total

Spli

t (%

)72

.2%72

.2%72

.2%72

.2%27

.8%27

.8%Ye

llow

Time (

s)3.3

3.33.3

3.33.3

3.3Al

l-Red

Tim

e (s)

2.22.2

2.22.2

2.22.2

Lost

Time A

djust

(s)0.0

0.00.0

Total

Lost

Time (

s)5.5

5.55.5

Lead

/Lag

Lead

-Lag

Opti

mize

?Re

call M

ode

C-Ma

xC-

Max

C-Ma

xC-

Max

None

None

Act E

ffct G

reen

(s)

65.2

65.2

13.8

Actua

ted g/

C Ra

tio0.7

20.7

20.1

5v/c

Rati

o0.6

70.3

90.6

8Co

ntrol

Delay

11.8

5.834

.4Qu

eue D

elay

0.00.0

0.0To

tal D

elay

11.8

5.834

.4LO

SB

AC

Appr

oach

Dela

y11

.85.8

34.4

Appr

oach

LOS

BA

CQu

eue L

ength

50th

(m)

51.8

25.2

21.5

Queu

e Len

gth 95

th (m

)11

5.844

.840

.4Int

erna

l Link

Dist

(m)

196.4

87.1

127.9

106.3

Turn

Bay

Leng

th (m

)Ba

se C

apac

ity (v

ph)

1025

2281

390

Star

vatio

n Cap

Red

uctn

00

0Sp

illbac

k Cap

Red

uctn

00

0St

orag

e Cap

Red

uctn

00

0Re

duce

d v/c

Ratio

0.67

0.39

0.51

Inter

secti

on S

umma

ryCy

cle Le

ngth:

90Ac

tuated

Cyc

le Le

ngth:

90Of

fset: 7

0 (78

%),

Refer

ence

d to p

hase

2:EB

TL an

d 6:W

BTL,

Star

t of G

reen

Natur

al Cy

cle: 6

0Co

ntrol

Type

: Actu

ated-

Coor

dinate

d

Lane

s, V

olum

es, T

imin

gs5:

Cod

y/H

anna

h &

Mon

trea

l02

-19-

2020

112 M

ontre

al Ro

ad A

M Pe

ak H

our 2

029 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

9

Maxim

um v/

c Rati

o: 0.6

8Int

erse

ction

Sign

al De

lay: 1

1.3Int

erse

ction

LOS:

BInt

erse

ction

Cap

acity

Utili

zatio

n 98.4

%IC

U Le

vel o

f Ser

vice F

Analy

sis P

eriod

(min)

15De

scrip

tion:

As pe

r sign

al tim

ing pl

an pr

ovide

d on N

ov 29

, 201

9.

Splits

and P

hase

s:

5: Co

dy/H

anna

h & M

ontre

al

Lane

s, V

olum

es, T

imin

gs6:

Nor

th R

iver

& S

elki

rk02

-19-

2020

112 M

ontre

al Ro

ad A

M Pe

ak H

our 2

029 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

10

Lane

Gro

upW

BLW

BRNB

TNB

RSB

LSB

TLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

2734

272

00

414

Futur

e Volu

me (v

ph)

2734

272

00

414

Satd.

Flow

(pro

t)16

5814

8317

450

033

16Flt

Per

mitte

d0.9

50Sa

td. F

low (p

erm)

1658

1483

1745

00

3316

Lane

Gro

up F

low (v

ph)

2734

272

00

414

Sign

Con

trol

Stop

Free

Free

Inter

secti

on S

umma

ryCo

ntrol

Type

: Uns

ignali

zed

Inter

secti

on C

apac

ity U

tiliza

tion 2

5.1%

ICU

Leve

l of S

ervic

e AAn

alysis

Per

iod (m

in) 15

HC

M 2

010

TW

SC

6: N

orth

Riv

er &

Sel

kirk

02-1

9-20

20

112 M

ontre

al Ro

ad A

M Pe

ak H

our 2

029 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

11

Inter

secti

onInt

Dela

y, s/v

eh0.9

Move

ment

WBL

WBR

NBT

NBR

SBL

SBT

Lane

Con

figur

ation

sTr

affic

Vol, v

eh/h

2734

272

00

414

Futur

e Vol,

veh/h

2734

272

00

414

Confl

icting

Ped

s, #/h

r3

00

9090

0Si

gn C

ontro

l St

opSt

opFr

eeFr

eeFr

eeFr

eeRT

Cha

nneli

zed

-No

ne-

None

-No

neSt

orag

e Len

gth0

0-

--

-Ve

h in M

edian

Stor

age,

#0

-0

--

0Gr

ade,

%0

-0

--

0Pe

ak H

our F

actor

100

100

100

100

100

100

Heav

y Veh

icles

, %2

22

22

2Mv

mt F

low27

3427

20

041

4 Ma

jor/M

inor

Mino

r1Ma

jor1

Major

2Co

nflict

ing F

low A

ll48

227

20

--

-

S

tage 1

272

--

--

-

S

tage 2

210

--

--

-Cr

itical

Hdwy

6.63

6.23

--

--

Critic

al Hd

wy S

tg 1

5.43

--

--

-Cr

itical

Hdwy

Stg

25.8

3-

--

--

Follo

w-up

Hdw

y3.5

193.3

19-

--

-Po

t Cap

-1 M

aneu

ver

528

766

-0

0-

Stag

e 177

3-

-0

0-

Stag

e 280

5-

-0

0-

Plato

on bl

ocke

d, %

--

Mov C

ap-1

Man

euve

r52

776

6-

--

-Mo

v Cap

-2 M

aneu

ver

527

--

--

-

S

tage 1

773

--

--

-

S

tage 2

803

--

--

- Ap

proa

chW

BNB

SBHC

M Co

ntrol

Delay

, s10

.90

0HC

M LO

SB

Mino

r Lan

e/Majo

r Mvm

tNB

TWBL

n1W

BLn2

SBT

Capa

city (

veh/h

)-

527

766

-HC

M La

ne V

/C R

atio

-0.0

510.0

44-

HCM

Contr

ol De

lay (s

)-

12.2

9.9-

HCM

Lane

LOS

-B

A-

HCM

95th

%tile

Q(ve

h)-

0.20.1

-

Lane

s, V

olum

es, T

imin

gs7:

McA

rthu

r &

Dun

das

02-1

9-20

20

112 M

ontre

al Ro

ad A

M Pe

ak H

our 2

029 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

12

Lane

Gro

upEB

LEB

TW

BTW

BRSB

LSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

1040

335

995

1016

Futur

e Volu

me (v

ph)

1040

335

995

1016

Satd.

Flow

(pro

t)0

1743

1696

015

700

Flt P

ermi

tted

0.999

0.981

Satd.

Flow

(per

m)0

1743

1696

015

700

Lane

Gro

up F

low (v

ph)

041

345

40

260

Sign

Con

trol

Free

Free

Stop

Inter

secti

on S

umma

ryCo

ntrol

Type

: Uns

ignali

zed

Inter

secti

on C

apac

ity U

tiliza

tion 4

3.5%

ICU

Leve

l of S

ervic

e AAn

alysis

Per

iod (m

in) 15

HC

M 2

010

TW

SC

7: M

cArt

hur

& D

unda

s02

-19-

2020

112 M

ontre

al Ro

ad A

M Pe

ak H

our 2

029 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

13

Inter

secti

onInt

Dela

y, s/v

eh0.5

Move

ment

EBL

EBT

WBT

WBR

SBL

SBR

Lane

Con

figur

ation

sTr

affic

Vol, v

eh/h

1040

335

995

1016

Futur

e Vol,

veh/h

1040

335

995

1016

Confl

icting

Ped

s, #/h

r10

00

010

01

9Si

gn C

ontro

l Fr

eeFr

eeFr

eeFr

eeSt

opSt

opRT

Cha

nneli

zed

-No

ne-

None

-No

neSt

orag

e Len

gth-

--

-0

-Ve

h in M

edian

Stor

age,

#-

00

-0

-Gr

ade,

%-

00

-0

-Pe

ak H

our F

actor

100

100

100

100

100

100

Heav

y Veh

icles

, %2

22

22

2Mv

mt F

low10

403

359

9510

16 Ma

jor/M

inor

Major

1Ma

jor2

Mino

r2Co

nflict

ing F

low A

ll55

40

-0

931

516

Stag

e 1-

--

-50

7-

Stag

e 2-

--

-42

4-

Critic

al Hd

wy4.1

2-

--

6.42

6.22

Critic

al Hd

wy S

tg 1

--

--

5.42

-Cr

itical

Hdwy

Stg

2-

--

-5.4

2-

Follo

w-up

Hdw

y2.2

18-

--

3.518

3.318

Pot C

ap-1

Man

euve

r10

16-

--

296

559

Stag

e 1-

--

-60

5-

Stag

e 2-

--

-66

0-

Plato

on bl

ocke

d, %

--

-Mo

v Cap

-1 M

aneu

ver

937

--

-24

851

2Mo

v Cap

-2 M

aneu

ver

--

--

248

-

S

tage 1

--

--

550

-

S

tage 2

--

--

609

- Ap

proa

chEB

WB

SBHC

M Co

ntrol

Delay

, s0.2

015

.7HC

M LO

SC

Mino

r Lan

e/Majo

r Mvm

tEB

LEB

TW

BTW

BRSB

Ln1

Capa

city (

veh/h

)93

7-

--

363

HCM

Lane

V/C

Rati

o0.0

11-

--

0.072

HCM

Contr

ol De

lay (s

)8.9

0-

-15

.7HC

M La

ne LO

SA

A-

-C

HCM

95th

%tile

Q(ve

h)0

--

-0.2

Lane

s, V

olum

es, T

imin

gs8:

Mar

guer

ite &

McA

rthu

r02

-19-

2020

112 M

ontre

al Ro

ad A

M Pe

ak H

our 2

029 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

14

Lane

Gro

upEB

TEB

RW

BLW

BTNB

LNB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

392

1946

458

931

Futur

e Volu

me (v

ph)

392

1946

458

931

Satd.

Flow

(pro

t)17

300

017

3616

5814

83Flt

Per

mitte

d0.9

390.9

50Sa

td. F

low (p

erm)

1730

00

1636

1551

1426

Satd.

Flow

(RTO

R)6

31La

ne G

roup

Flow

(vph

)41

10

050

49

31Tu

rn T

ype

NAPe

rmNA

Perm

Perm

Prote

cted P

hase

s2

6Pe

rmitte

d Pha

ses

64

4De

tector

Pha

se2

66

44

Switc

h Pha

seMi

nimum

Initia

l (s)

10.0

10.0

10.0

10.0

10.0

Minim

um S

plit (

s)27

.523

.523

.524

.524

.5To

tal S

plit (

s)45

.045

.045

.025

.025

.0To

tal S

plit (

%)

64.3%

64.3%

64.3%

35.7%

35.7%

Yello

w Tim

e (s)

3.33.3

3.33.3

3.3Al

l-Red

Tim

e (s)

2.22.2

2.22.2

2.2Lo

st Tim

e Adju

st (s)

0.00.0

0.00.0

Total

Lost

Time (

s)5.5

5.55.5

5.5Le

ad/La

gLe

ad-L

ag O

ptimi

ze?

Reca

ll Mod

eC-

Max

C-Ma

xC-

Max

None

None

Act E

ffct G

reen

(s)

53.8

53.8

13.6

13.6

Actua

ted g/

C Ra

tio0.7

70.7

70.1

90.1

9v/c

Rati

o0.3

10.4

00.0

30.1

0Co

ntrol

Delay

6.38.5

20.1

8.5Qu

eue D

elay

0.00.0

0.00.0

Total

Dela

y6.3

8.520

.18.5

LOS

AA

CA

Appr

oach

Dela

y6.3

8.511

.2Ap

proa

ch LO

SA

AB

Queu

e Len

gth 50

th (m

)16

.842

.41.0

0.0Qu

eue L

ength

95th

(m)

44.3

m56.9

3.95.5

Inter

nal L

ink D

ist (m

)36

.315

4.214

4.2Tu

rn B

ay Le

ngth

(m)

Base

Cap

acity

(vph

)13

3112

5743

241

9St

arva

tion C

ap R

educ

tn0

00

0Sp

illbac

k Cap

Red

uctn

00

00

Stor

age C

ap R

educ

tn0

00

0Re

duce

d v/c

Ratio

0.31

0.40

0.02

0.07

Inter

secti

on S

umma

ryCy

cle Le

ngth:

70Ac

tuated

Cyc

le Le

ngth:

70Of

fset: 0

(0%

), Re

feren

ced t

o pha

se 2:

EBT

and 6

:WBT

L, St

art o

f Gre

enNa

tural

Cycle

: 55

Contr

ol Ty

pe: A

ctuate

d-Co

ordin

ated

Lane

s, V

olum

es, T

imin

gs8:

Mar

guer

ite &

McA

rthu

r02

-19-

2020

112 M

ontre

al Ro

ad A

M Pe

ak H

our 2

029 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

15

Maxim

um v/

c Rati

o: 0.4

0Int

erse

ction

Sign

al De

lay: 7

.7Int

erse

ction

LOS:

AInt

erse

ction

Cap

acity

Utili

zatio

n 75.2

%IC

U Le

vel o

f Ser

vice D

Analy

sis P

eriod

(min)

15De

scrip

tion:

As pe

r sign

al tim

ing pl

an pr

ovide

d on N

ov 29

, 201

9.m

Volu

me fo

r 95th

perce

ntile

queu

e is m

etere

d by u

pstre

am si

gnal.

Splits

and P

hase

s:

8: Ma

rgue

rite &

McA

rthur

Lane

s, V

olum

es, T

imin

gs9:

Van

ier

& M

cArt

hur

02-1

9-20

20

112 M

ontre

al Ro

ad A

M Pe

ak H

our 2

029 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

16

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

3913

032

424

322

212

125

512

1226

116

214

0170

Futur

e Volu

me (v

ph)

3913

032

424

322

212

125

512

1226

116

214

0170

Satd.

Flow

(pro

t)16

5817

4514

8332

1617

4514

8316

5833

1614

8316

5833

1614

83Flt

Per

mitte

d0.9

500.9

500.9

500.9

50Sa

td. F

low (p

erm)

1538

1745

1398

3009

1745

1320

1646

3316

1355

1637

3316

1381

Satd.

Flow

(RTO

R)23

912

121

912

1La

ne G

roup

Flow

(vph

)39

130

324

243

222

121

255

1212

261

162

1401

70Tu

rn T

ype

Prot

NAPe

rmPr

otNA

Perm

Prot

NAPe

rmPr

otNA

Perm

Prote

cted P

hase

s7

43

85

21

6Pe

rmitte

d Pha

ses

48

26

Detec

tor P

hase

74

43

88

52

21

66

Switc

h Pha

seMi

nimum

Initia

l (s)

5.010

.010

.05.0

10.0

10.0

5.010

.010

.05.0

10.0

10.0

Minim

um S

plit (

s)11

.236

.236

.211

.236

.236

.211

.136

.136

.111

.136

.136

.1To

tal S

plit (

s)20

.036

.236

.220

.036

.236

.224

.059

.859

.824

.059

.859

.8To

tal S

plit (

%)

14.3%

25.9%

25.9%

14.3%

25.9%

25.9%

17.1%

42.7%

42.7%

17.1%

42.7%

42.7%

Yello

w Tim

e (s)

3.33.3

3.33.3

3.33.3

3.73.7

3.73.7

3.73.7

All-R

ed T

ime (

s)2.9

2.92.9

2.92.9

2.92.4

2.42.4

2.42.4

2.4Lo

st Tim

e Adju

st (s)

0.00.0

0.00.0

0.00.0

0.00.0

0.00.0

0.00.0

Total

Lost

Time (

s)6.2

6.26.2

6.26.2

6.26.1

6.16.1

6.16.1

6.1Le

ad/La

gLa

gLe

adLe

adLa

gLe

adLe

adLe

adLa

gLa

gLe

adLa

gLa

gLe

ad-L

ag O

ptimi

ze?

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Reca

ll Mod

eNo

neNo

neNo

neNo

neNo

neNo

neNo

neC-

Max

C-Ma

xNo

neC-

Max

C-Ma

xAc

t Effc

t Gre

en (s

)12

.126

.026

.013

.429

.629

.622

.359

.459

.416

.653

.753

.7Ac

tuated

g/C

Ratio

0.09

0.19

0.19

0.10

0.21

0.21

0.16

0.42

0.42

0.12

0.38

0.38

v/c R

atio

0.27

0.40

0.71

0.79

0.60

0.32

0.97

0.86

0.37

0.83

1.10

0.12

Contr

ol De

lay69

.848

.224

.280

.657

.69.9

105.7

45.7

7.786

.890

.84.2

Queu

e Dela

y0.0

0.00.0

0.00.0

0.00.0

0.00.0

0.00.0

0.0To

tal D

elay

69.8

48.2

24.2

80.6

57.6

9.910

5.745

.77.7

86.8

90.8

4.2LO

SE

DC

FE

AF

DA

FF

AAp

proa

ch D

elay

34.2

57.3

48.8

86.7

Appr

oach

LOS

CE

DF

Queu

e Len

gth 50

th (m

)11

.230

.829

.434

.355

.80.0

~85.6

170.5

7.447

.1~2

19.8

0.6Qu

eue L

ength

95th

(m)

23.5

50.9

66.3

#52.5

83.1

16.5

#139

.6#2

16.4

27.8

m61.5

m#25

4.4m3

.0Int

erna

l Link

Dist

(m)

154.2

191.2

195.1

137.1

Turn

Bay

Leng

th (m

)50

.010

0.012

0.011

5.090

.090

.090

.090

.0Ba

se C

apac

ity (v

ph)

163

373

487

317

373

377

264

1406

700

211

1271

604

Star

vatio

n Cap

Red

uctn

00

00

00

00

00

00

Spillb

ack C

ap R

educ

tn0

00

00

00

00

00

0St

orag

e Cap

Red

uctn

00

00

00

00

00

00

Redu

ced v

/c Ra

tio0.2

40.3

50.6

70.7

70.6

00.3

20.9

70.8

60.3

70.7

71.1

00.1

2

Inter

secti

on S

umma

ryCy

cle Le

ngth:

140

Actua

ted C

ycle

Leng

th: 14

0Of

fset: 1

00 (7

1%),

Refer

ence

d to p

hase

2:NB

T an

d 6:S

BT, S

tart o

f Gre

enNa

tural

Cycle

: 145

Contr

ol Ty

pe: A

ctuate

d-Co

ordin

ated

Lane

s, V

olum

es, T

imin

gs9:

Van

ier

& M

cArt

hur

02-1

9-20

20

112 M

ontre

al Ro

ad A

M Pe

ak H

our 2

029 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

17

Maxim

um v/

c Rati

o: 1.1

0Int

erse

ction

Sign

al De

lay: 6

2.2Int

erse

ction

LOS:

EInt

erse

ction

Cap

acity

Utili

zatio

n 104

.2%IC

U Le

vel o

f Ser

vice G

Analy

sis P

eriod

(min)

15De

scrip

tion:

As pe

r sign

al tim

ing pl

an pr

ovide

d on N

ov 29

, 201

9. Ad

dition

al E-

W pe

destr

ian ph

ase t

ime t

aken

from

N-S

phas

e.~

Volu

me ex

ceed

s cap

acity

, que

ue is

theo

retic

ally i

nfinit

e.

Que

ue sh

own i

s max

imum

after

two c

ycles

.#

95th

perce

ntile

volum

e exc

eeds

capa

city,

queu

e may

be lo

nger

.

Que

ue sh

own i

s max

imum

after

two c

ycles

.m

Volu

me fo

r 95th

perce

ntile

queu

e is m

etere

d by u

pstre

am si

gnal.

Splits

and P

hase

s:

9: Va

nier &

McA

rthur

Lane

s, V

olum

es, T

imin

gs1:

Nor

th R

iver

& M

ontr

eal

02-1

9-20

20

112 M

ontre

al Ro

ad P

M Pe

ak H

our 2

029 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

1

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

073

142

80

764

2140

735

3913

1531

Futur

e Volu

me (v

ph)

073

142

80

764

2140

735

3913

1531

Satd.

Flow

(pro

t)0

3074

00

3294

016

5815

690

015

770

Flt P

ermi

tted

0.719

0.950

Satd.

Flow

(per

m)0

3074

00

3294

012

3215

690

015

050

Satd.

Flow

(RTO

R)13

639

31La

ne G

roup

Flow

(vph

)0

1159

00

785

040

774

00

590

Turn

Typ

eNA

NAPe

rmNA

Perm

NAPr

otecte

d Pha

ses

26

84

Perm

itted P

hase

s8

4De

tector

Pha

se2

68

84

4Sw

itch P

hase

Minim

um In

itial (s

)10

.010

.010

.010

.010

.010

.0Mi

nimum

Spli

t (s)

36.2

30.2

36.2

36.2

27.0

27.0

Total

Spli

t (s)

44.0

44.0

56.0

56.0

56.0

56.0

Total

Spli

t (%

)44

.0%44

.0%56

.0%56

.0%56

.0%56

.0%Ye

llow

Time (

s)3.3

3.33.3

3.33.3

3.3Al

l-Red

Tim

e (s)

2.92.9

2.92.9

2.72.7

Lost

Time A

djust

(s)0.0

0.00.0

0.00.0

Total

Lost

Time (

s)6.2

6.26.2

6.26.0

Lead

/Lag

Lead

-Lag

Opti

mize

?Re

call M

ode

C-Ma

xC-

Max

None

None

None

None

Act E

ffct G

reen

(s)

48.1

48.1

39.5

39.5

39.7

Actua

ted g/

C Ra

tio0.4

80.4

80.4

00.4

00.4

0v/c

Rati

o0.7

50.5

00.8

40.1

20.1

0Co

ntrol

Delay

24.1

17.8

42.0

8.88.9

Queu

e Dela

y0.0

0.70.0

0.00.0

Total

Dela

y24

.118

.542

.08.8

8.9LO

SC

BD

AA

Appr

oach

Dela

y24

.118

.536

.98.9

Appr

oach

LOS

CB

DA

Queu

e Len

gth 50

th (m

)84

.137

.368

.74.0

3.2Qu

eue L

ength

95th

(m)

#145

.386

.491

.310

.49.0

Inter

nal L

ink D

ist (m

)17

9.152

.811

2.959

.0Tu

rn B

ay Le

ngth

(m)

90.0

Base

Cap

acity

(vph

)15

4915

8461

380

076

8St

arva

tion C

ap R

educ

tn0

442

00

0Sp

illbac

k Cap

Red

uctn

00

00

0St

orag

e Cap

Red

uctn

00

00

0Re

duce

d v/c

Ratio

0.75

0.69

0.66

0.09

0.08

Inter

secti

on S

umma

ryCy

cle Le

ngth:

100

Actua

ted C

ycle

Leng

th: 10

0Of

fset: 0

(0%

), Re

feren

ced t

o pha

se 2:

EBT

and 6

:WBT

, Star

t of G

reen

Natur

al Cy

cle: 7

5Co

ntrol

Type

: Actu

ated-

Coor

dinate

d

Lane

s, V

olum

es, T

imin

gs1:

Nor

th R

iver

& M

ontr

eal

02-1

9-20

20

112 M

ontre

al Ro

ad P

M Pe

ak H

our 2

029 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

2

Maxim

um v/

c Rati

o: 0.8

4Int

erse

ction

Sign

al De

lay: 2

4.5Int

erse

ction

LOS:

CInt

erse

ction

Cap

acity

Utili

zatio

n 77.8

%IC

U Le

vel o

f Ser

vice D

Analy

sis P

eriod

(min)

15De

scrip

tion:

As pe

r sign

al tim

ing pl

an pr

ovide

d on N

ov 29

, 201

9.#

95th

perce

ntile

volum

e exc

eeds

capa

city,

queu

e may

be lo

nger

.

Que

ue sh

own i

s max

imum

after

two c

ycles

.

Splits

and P

hase

s:

1: No

rth R

iver &

Mon

treal

Lane

s, V

olum

es, T

imin

gs2:

Mon

tgom

ery

& M

ontr

eal

02-1

9-20

20

112 M

ontre

al Ro

ad P

M Pe

ak H

our 2

029 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

3

Lane

Gro

upEB

TEB

RW

BLW

BTNB

LNB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

701

7851

725

5834

Futur

e Volu

me (v

ph)

701

7851

725

5834

Satd.

Flow

(pro

t)32

380

033

0616

5814

83Flt

Per

mitte

d0.8

480.9

50Sa

td. F

low (p

erm)

3238

00

2808

1647

1391

Satd.

Flow

(RTO

R)29

34La

ne G

roup

Flow

(vph

)77

90

077

658

34Tu

rn T

ype

NAPe

rmNA

Prot

Perm

Prote

cted P

hase

s2

68

Perm

itted P

hase

s6

8De

tector

Pha

se2

66

88

Switc

h Pha

seMi

nimum

Initia

l (s)

10.0

10.0

10.0

10.0

10.0

Minim

um S

plit (

s)19

.523

.523

.519

.519

.5To

tal S

plit (

s)76

.076

.076

.024

.024

.0To

tal S

plit (

%)

76.0%

76.0%

76.0%

24.0%

24.0%

Yello

w Tim

e (s)

3.33.3

3.33.3

3.3Al

l-Red

Tim

e (s)

2.22.2

2.22.2

2.2Lo

st Tim

e Adju

st (s)

0.00.0

0.00.0

Total

Lost

Time (

s)5.5

5.55.5

5.5Le

ad/La

gLe

ad-L

ag O

ptimi

ze?

Reca

ll Mod

eC-

Max

C-Ma

xC-

Max

None

None

Act E

ffct G

reen

(s)

81.6

81.6

11.6

11.6

Actua

ted g/

C Ra

tio0.8

20.8

20.1

20.1

2v/c

Rati

o0.2

90.3

40.3

00.1

8Co

ntrol

Delay

0.53.8

44.2

15.3

Queu

e Dela

y0.4

0.00.0

0.0To

tal D

elay

1.03.8

44.2

15.3

LOS

AA

DB

Appr

oach

Dela

y1.0

3.833

.5Ap

proa

ch LO

SA

AC

Queu

e Len

gth 50

th (m

)1.8

17.8

10.7

0.0Qu

eue L

ength

95th

(m)

2.830

.221

.98.6

Inter

nal L

ink D

ist (m

)52

.813

8.913

7.9Tu

rn B

ay Le

ngth

(m)

Base

Cap

acity

(vph

)26

4722

9130

628

5St

arva

tion C

ap R

educ

tn12

880

00

Spillb

ack C

ap R

educ

tn0

171

00

Stor

age C

ap R

educ

tn0

00

0Re

duce

d v/c

Ratio

0.57

0.37

0.19

0.12

Inter

secti

on S

umma

ryCy

cle Le

ngth:

100

Actua

ted C

ycle

Leng

th: 10

0Of

fset: 0

(0%

), Re

feren

ced t

o pha

se 2:

EBT

and 6

:WBT

L, St

art o

f Gre

enNa

tural

Cycle

: 45

Contr

ol Ty

pe: A

ctuate

d-Co

ordin

ated

Lane

s, V

olum

es, T

imin

gs2:

Mon

tgom

ery

& M

ontr

eal

02-1

9-20

20

112 M

ontre

al Ro

ad P

M Pe

ak H

our 2

029 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

4

Maxim

um v/

c Rati

o: 0.3

4Int

erse

ction

Sign

al De

lay: 4

.1Int

erse

ction

LOS:

AInt

erse

ction

Cap

acity

Utili

zatio

n 69.9

%IC

U Le

vel o

f Ser

vice C

Analy

sis P

eriod

(min)

15De

scrip

tion:

As pe

r sign

al tim

ing pl

an pr

ovide

d on N

ov 29

, 201

9.

Splits

and P

hase

s:

2: Mo

ntgom

ery &

Mon

treal

Lane

s, V

olum

es, T

imin

gs3:

Pal

ace

& M

ontr

eal

02-1

9-20

20

112 M

ontre

al Ro

ad P

M Pe

ak H

our 2

029 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

5

Lane

Gro

upEB

TEB

RW

BLW

BTNB

LNB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

702

145

771

00

Futur

e Volu

me (v

ph)

702

145

771

00

Satd.

Flow

(pro

t)33

060

033

160

0Flt

Per

mitte

dSa

td. F

low (p

erm)

3306

00

3316

00

Lane

Gro

up F

low (v

ph)

716

00

776

00

Sign

Con

trol

Free

Free

Free

Inter

secti

on S

umma

ryCo

ntrol

Type

: Uns

ignali

zed

Inter

secti

on C

apac

ity U

tiliza

tion 3

6.5%

ICU

Leve

l of S

ervic

e AAn

alysis

Per

iod (m

in) 15

Lane

s, V

olum

es, T

imin

gs4:

Van

ier

& M

ontr

eal

02-1

9-20

20

112 M

ontre

al Ro

ad P

M Pe

ak H

our 2

029 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

6

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

5942

820

718

139

223

027

011

7324

416

511

8311

0Fu

ture V

olume

(vph

)59

428

207

181

392

230

270

1173

244

165

1183

110

Satd.

Flow

(pro

t)16

5817

4514

8316

5830

180

1658

4764

1483

1658

4764

1483

Flt P

ermi

tted

0.386

0.102

0.950

0.950

Satd.

Flow

(per

m)64

917

4514

8317

530

180

1631

4764

1328

1630

4764

1346

Satd.

Flow

(RTO

R)16

690

244

120

Lane

Gro

up F

low (v

ph)

5942

820

718

162

20

270

1173

244

165

1183

110

Turn

Typ

ePe

rmNA

NApm

+pt

NAPr

otNA

Perm

Prot

NAPe

rmPr

otecte

d Pha

ses

43

85

21

6Pe

rmitte

d Pha

ses

48

26

Detec

tor P

hase

44

38

52

21

66

Switc

h Pha

seMi

nimum

Initia

l (s)

10.0

10.0

5.010

.05.0

10.0

10.0

5.010

.010

.0Mi

nimum

Spli

t (s)

39.6

39.6

10.7

39.6

11.1

28.9

28.9

11.1

28.9

28.9

Total

Spli

t (s)

40.0

40.0

12.0

52.0

34.0

54.0

54.0

34.0

54.0

54.0

Total

Spli

t (%

)28

.6%28

.6%8.6

%37

.1%24

.3%38

.6%38

.6%24

.3%38

.6%38

.6%Ye

llow

Time (

s)3.3

3.33.3

3.33.7

3.73.7

3.73.7

3.7Al

l-Red

Tim

e (s)

3.33.3

2.43.3

2.42.2

2.22.4

2.22.2

Lost

Time A

djust

(s)0.0

0.00.0

0.00.0

0.00.0

0.00.0

0.0To

tal Lo

st Tim

e (s)

6.66.6

5.76.6

6.15.9

5.96.1

5.95.9

Lead

/Lag

Lag

Lag

Lead

Lead

Lag

Lag

Lead

Lag

Lag

Lead

-Lag

Opti

mize

?Ye

sYe

sYe

sYe

sYe

sYe

sYe

sYe

sYe

sRe

call M

ode

None

None

None

None

None

C-Ma

xC-

Max

None

C-Ma

xC-

Max

Act E

ffct G

reen

(s)

33.4

33.4

0.046

.345

.425

.856

.856

.819

.250

.250

.2Ac

tuated

g/C

Ratio

0.24

0.24

0.00

0.33

0.32

0.18

0.41

0.41

0.14

0.36

0.36

v/c R

atio

0.38

1.03

1.25

1.46

0.60

0.89

0.61

0.36

0.73

0.69

0.20

Contr

ol De

lay53

.410

3.316

3.327

5.836

.383

.532

.58.2

75.5

41.3

5.1Qu

eue D

elay

0.00.0

0.00.0

0.00.0

0.00.0

0.00.0

0.0To

tal D

elay

53.4

103.3

163.3

275.8

36.3

83.5

32.5

8.275

.541

.35.1

LOS

DF

FF

DF

CA

ED

AAp

proa

ch D

elay

117.0

90.3

37.1

42.5

Appr

oach

LOS

FF

DD

Queu

e Len

gth 50

th (m

)13

.8~1

26.3

~23.6

~53.9

65.2

79.1

62.6

14.5

44.4

104.5

0.0Qu

eue L

ength

95th

(m)

28.4

#191

.2#7

3.5#1

02.2

85.1

m83.6

m65.7

m15.9

65.5

121.6

10.8

Inter

nal L

ink D

ist (m

)99

.519

6.422

0.313

9.4Tu

rn B

ay Le

ngth

(m)

35.0

50.0

135.0

135.0

135.0

135.0

Base

Cap

acity

(vph

)15

441

616

612

410

3933

019

3368

333

017

0855

9St

arva

tion C

ap R

educ

tn0

00

00

00

00

00

Spillb

ack C

ap R

educ

tn0

00

00

00

00

00

Stor

age C

ap R

educ

tn0

00

00

00

00

00

Redu

ced v

/c Ra

tio0.3

81.0

31.2

51.4

60.6

00.8

20.6

10.3

60.5

00.6

90.2

0

Inter

secti

on S

umma

ryCy

cle Le

ngth:

140

Actua

ted C

ycle

Leng

th: 14

0Of

fset: 5

6 (40

%),

Refer

ence

d to p

hase

2:NB

T an

d 6:S

BT, S

tart o

f Gre

enNa

tural

Cycle

: 105

Contr

ol Ty

pe: A

ctuate

d-Co

ordin

ated

Lane

s, V

olum

es, T

imin

gs4:

Van

ier

& M

ontr

eal

02-1

9-20

20

112 M

ontre

al Ro

ad P

M Pe

ak H

our 2

029 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

7

Maxim

um v/

c Rati

o: 1.4

6Int

erse

ction

Sign

al De

lay: 5

9.9Int

erse

ction

LOS:

EInt

erse

ction

Cap

acity

Utili

zatio

n 97.5

%IC

U Le

vel o

f Ser

vice F

Analy

sis P

eriod

(min)

15De

scrip

tion:

As pe

r sign

al tim

ing pl

an pr

ovide

d on N

ov 29

, 201

9.~

Volu

me ex

ceed

s cap

acity

, que

ue is

theo

retic

ally i

nfinit

e.

Que

ue sh

own i

s max

imum

after

two c

ycles

.#

95th

perce

ntile

volum

e exc

eeds

capa

city,

queu

e may

be lo

nger

.

Que

ue sh

own i

s max

imum

after

two c

ycles

.m

Volu

me fo

r 95th

perce

ntile

queu

e is m

etere

d by u

pstre

am si

gnal.

Splits

and P

hase

s:

4: Va

nier &

Mon

treal

Lane

s, V

olum

es, T

imin

gs5:

Cod

y/H

anna

h &

Mon

trea

l02

-19-

2020

112 M

ontre

al Ro

ad P

M Pe

ak H

our 2

029 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

8

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

114

767

73

700

450

00

7115

71Fu

ture V

olume

(vph

)11

476

77

370

045

00

071

1571

Satd.

Flow

(pro

t)0

1730

00

3223

00

00

015

520

Flt P

ermi

tted

0.812

0.953

0.978

Satd.

Flow

(per

m)0

1396

00

3071

00

00

015

240

Satd.

Flow

(RTO

R)1

1537

Lane

Gro

up F

low (v

ph)

088

80

074

80

00

00

157

0Tu

rn T

ype

Perm

NAPe

rmNA

Perm

NAPr

otecte

d Pha

ses

26

8Pe

rmitte

d Pha

ses

26

8De

tector

Pha

se2

26

68

8Sw

itch P

hase

Minim

um In

itial (s

)10

.010

.010

.010

.010

.010

.0Mi

nimum

Spli

t (s)

25.5

25.5

21.5

21.5

21.5

21.5

Total

Spli

t (s)

75.0

75.0

75.0

75.0

25.0

25.0

Total

Spli

t (%

)75

.0%75

.0%75

.0%75

.0%25

.0%25

.0%Ye

llow

Time (

s)3.3

3.33.3

3.33.3

3.3Al

l-Red

Tim

e (s)

2.22.2

2.22.2

2.22.2

Lost

Time A

djust

(s)0.0

0.00.0

Total

Lost

Time (

s)5.5

5.55.5

Lead

/Lag

Lead

-Lag

Opti

mize

?Re

call M

ode

C-Ma

xC-

Max

C-Ma

xC-

Max

None

None

Act E

ffct G

reen

(s)

74.5

74.5

14.5

Actua

ted g/

C Ra

tio0.7

40.7

40.1

4v/c

Rati

o0.8

50.3

30.6

3Co

ntrol

Delay

20.5

5.041

.1Qu

eue D

elay

0.80.0

0.0To

tal D

elay

21.3

5.041

.1LO

SC

AD

Appr

oach

Dela

y21

.35.0

41.1

Appr

oach

LOS

CA

DQu

eue L

ength

50th

(m)

108.0

22.5

21.5

Queu

e Len

gth 95

th (m

)#2

35.4

34.8

40.2

Inter

nal L

ink D

ist (m

)19

6.487

.112

7.910

6.3Tu

rn B

ay Le

ngth

(m)

Base

Cap

acity

(vph

)10

4022

9232

6St

arva

tion C

ap R

educ

tn33

00

Spillb

ack C

ap R

educ

tn0

00

Stor

age C

ap R

educ

tn0

00

Redu

ced v

/c Ra

tio0.8

80.3

30.4

8

Inter

secti

on S

umma

ryCy

cle Le

ngth:

100

Actua

ted C

ycle

Leng

th: 10

0Of

fset: 1

0 (10

%),

Refer

ence

d to p

hase

2:EB

TL an

d 6:W

BTL,

Star

t of G

reen

Natur

al Cy

cle: 9

0Co

ntrol

Type

: Actu

ated-

Coor

dinate

d

Lane

s, V

olum

es, T

imin

gs5:

Cod

y/H

anna

h &

Mon

trea

l02

-19-

2020

112 M

ontre

al Ro

ad P

M Pe

ak H

our 2

029 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

9

Maxim

um v/

c Rati

o: 0.8

5Int

erse

ction

Sign

al De

lay: 1

6.2Int

erse

ction

LOS:

BInt

erse

ction

Cap

acity

Utili

zatio

n 103

.3%IC

U Le

vel o

f Ser

vice G

Analy

sis P

eriod

(min)

15De

scrip

tion:

As pe

r sign

al tim

ing pl

an pr

ovide

d on N

ov 29

, 201

9.#

95th

perce

ntile

volum

e exc

eeds

capa

city,

queu

e may

be lo

nger

.

Que

ue sh

own i

s max

imum

after

two c

ycles

.

Splits

and P

hase

s:

5: Co

dy/H

anna

h & M

ontre

al

Lane

s, V

olum

es, T

imin

gs6:

Nor

th R

iver

& S

elki

rk02

-19-

2020

112 M

ontre

al Ro

ad P

M Pe

ak H

our 2

029 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

10

Lane

Gro

upW

BLW

BRNB

TNB

RSB

LSB

TLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

115

4747

80

050

4Fu

ture V

olume

(vph

)11

547

478

00

504

Satd.

Flow

(pro

t)16

5814

8317

450

033

16Flt

Per

mitte

d0.9

50Sa

td. F

low (p

erm)

1658

1483

1745

00

3316

Lane

Gro

up F

low (v

ph)

115

4747

80

050

4Si

gn C

ontro

lSt

opFr

eeFr

ee

Inter

secti

on S

umma

ryCo

ntrol

Type

: Uns

ignali

zed

Inter

secti

on C

apac

ity U

tiliza

tion 4

0.4%

ICU

Leve

l of S

ervic

e AAn

alysis

Per

iod (m

in) 15

HC

M 2

010

TW

SC

6: N

orth

Riv

er &

Sel

kirk

02-1

9-20

20

112 M

ontre

al Ro

ad P

M Pe

ak H

our 2

029 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

11

Inter

secti

onInt

Dela

y, s/v

eh2.4

Move

ment

WBL

WBR

NBT

NBR

SBL

SBT

Lane

Con

figur

ation

sTr

affic

Vol, v

eh/h

115

4747

80

050

4Fu

ture V

ol, ve

h/h11

547

478

00

504

Confl

icting

Ped

s, #/h

r2

20

6666

0Si

gn C

ontro

l St

opSt

opFr

eeFr

eeFr

eeFr

eeRT

Cha

nneli

zed

-No

ne-

None

-No

neSt

orag

e Len

gth0

0-

--

-Ve

h in M

edian

Stor

age,

#0

-0

--

0Gr

ade,

%0

-0

--

0Pe

ak H

our F

actor

100

100

100

100

100

100

Heav

y Veh

icles

, %2

22

22

2Mv

mt F

low11

547

478

00

504

Major

/Mino

rMi

nor1

Major

1Ma

jor2

Confl

icting

Flow

All

732

480

0-

--

Stag

e 147

8-

--

--

Stag

e 225

4-

--

--

Critic

al Hd

wy6.6

36.2

3-

--

-Cr

itical

Hdwy

Stg

15.4

3-

--

--

Critic

al Hd

wy S

tg 2

5.83

--

--

-Fo

llow-

up H

dwy

3.519

3.319

--

--

Pot C

ap-1

Man

euve

r37

258

5-

00

-

S

tage 1

623

--

00

-

S

tage 2

766

--

00

-Pl

atoon

bloc

ked,

%-

-Mo

v Cap

-1 M

aneu

ver

371

584

--

--

Mov C

ap-2

Man

euve

r37

1-

--

--

Stag

e 162

3-

--

--

Stag

e 276

4-

--

--

Appr

oach

WB

NBSB

HCM

Contr

ol De

lay, s

16.9

00

HCM

LOS

C Mi

nor L

ane/M

ajor M

vmt

NBTW

BLn1

WBL

n2SB

TCa

pacit

y (ve

h/h)

-37

158

4-

HCM

Lane

V/C

Rati

o-

0.31

0.08

-HC

M Co

ntrol

Delay

(s)

-19

11.7

-HC

M La

ne LO

S-

CB

-HC

M 95

th %

tile Q

(veh)

-1.3

0.3-

Lane

s, V

olum

es, T

imin

gs7:

McA

rthu

r &

Dun

das

02-1

9-20

20

112 M

ontre

al Ro

ad P

M Pe

ak H

our 2

029 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

12

Lane

Gro

upEB

LEB

TW

BTW

BRSB

LSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

761

334

995

294

Futur

e Volu

me (v

ph)

761

334

995

294

Satd.

Flow

(pro

t)0

1743

1694

016

450

Flt P

ermi

tted

0.999

0.958

Satd.

Flow

(per

m)0

1743

1694

016

450

Lane

Gro

up F

low (v

ph)

062

044

40

330

Sign

Con

trol

Free

Free

Stop

Inter

secti

on S

umma

ryCo

ntrol

Type

: Uns

ignali

zed

Inter

secti

on C

apac

ity U

tiliza

tion 5

2.5%

ICU

Leve

l of S

ervic

e AAn

alysis

Per

iod (m

in) 15

HC

M 2

010

TW

SC

7: M

cArt

hur

& D

unda

s02

-19-

2020

112 M

ontre

al Ro

ad P

M Pe

ak H

our 2

029 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

13

Inter

secti

onInt

Dela

y, s/v

eh0.8

Move

ment

EBL

EBT

WBT

WBR

SBL

SBR

Lane

Con

figur

ation

sTr

affic

Vol, v

eh/h

761

334

995

294

Futur

e Vol,

veh/h

761

334

995

294

Confl

icting

Ped

s, #/h

r76

00

760

9Si

gn C

ontro

l Fr

eeFr

eeFr

eeFr

eeSt

opSt

opRT

Cha

nneli

zed

-No

ne-

None

-No

neSt

orag

e Len

gth-

--

-0

-Ve

h in M

edian

Stor

age,

#-

00

-0

-Gr

ade,

%-

00

-0

-Pe

ak H

our F

actor

100

100

100

100

100

100

Heav

y Veh

icles

, %2

22

22

2Mv

mt F

low7

613

349

9529

4 Ma

jor/M

inor

Major

1Ma

jor2

Mino

r2Co

nflict

ing F

low A

ll52

00

-0

1100

482

Stag

e 1-

--

-47

3-

Stag

e 2-

--

-62

7-

Critic

al Hd

wy4.1

2-

--

6.42

6.22

Critic

al Hd

wy S

tg 1

--

--

5.42

-Cr

itical

Hdwy

Stg

2-

--

-5.4

2-

Follo

w-up

Hdw

y2.2

18-

--

3.518

3.318

Pot C

ap-1

Man

euve

r10

46-

--

235

584

Stag

e 1-

--

-62

7-

Stag

e 2-

--

-53

2-

Plato

on bl

ocke

d, %

--

-Mo

v Cap

-1 M

aneu

ver

984

--

-20

654

6Mo

v Cap

-2 M

aneu

ver

--

--

206

-

S

tage 1

--

--

584

-

S

tage 2

--

--

501

- Ap

proa

chEB

WB

SBHC

M Co

ntrol

Delay

, s0.1

023

.9HC

M LO

SC

Mino

r Lan

e/Majo

r Mvm

tEB

LEB

TW

BTW

BRSB

Ln1

Capa

city (

veh/h

)98

4-

--

223

HCM

Lane

V/C

Rati

o0.0

07-

--

0.148

HCM

Contr

ol De

lay (s

)8.7

0-

-23

.9HC

M La

ne LO

SA

A-

-C

HCM

95th

%tile

Q(ve

h)0

--

-0.5

Lane

s, V

olum

es, T

imin

gs8:

Mar

guer

ite &

McA

rthu

r02

-19-

2020

112 M

ontre

al Ro

ad P

M Pe

ak H

our 2

029 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

14

Lane

Gro

upEB

TEB

RW

BLW

BTNB

LNB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

622

2140

436

2052

Futur

e Volu

me (v

ph)

622

2140

436

2052

Satd.

Flow

(pro

t)17

340

017

3816

5814

83Flt

Per

mitte

d0.9

230.9

50Sa

td. F

low (p

erm)

1734

00

1609

1586

1425

Satd.

Flow

(RTO

R)4

52La

ne G

roup

Flow

(vph

)64

30

047

620

52Tu

rn T

ype

NAPe

rmNA

Perm

Perm

Prote

cted P

hase

s2

6Pe

rmitte

d Pha

ses

64

4De

tector

Pha

se2

66

44

Switc

h Pha

seMi

nimum

Initia

l (s)

10.0

10.0

10.0

10.0

10.0

Minim

um S

plit (

s)27

.523

.523

.524

.524

.5To

tal S

plit (

s)50

.050

.050

.025

.025

.0To

tal S

plit (

%)

66.7%

66.7%

66.7%

33.3%

33.3%

Yello

w Tim

e (s)

3.33.3

3.33.3

3.3Al

l-Red

Tim

e (s)

2.22.2

2.22.2

2.2Lo

st Tim

e Adju

st (s)

0.00.0

0.00.0

Total

Lost

Time (

s)5.5

5.55.5

5.5Le

ad/La

gLe

ad-L

ag O

ptimi

ze?

Reca

ll Mod

eC-

Max

C-Ma

xC-

Max

None

None

Act E

ffct G

reen

(s)

58.8

58.8

13.6

13.6

Actua

ted g/

C Ra

tio0.7

80.7

80.1

80.1

8v/c

Rati

o0.4

70.3

80.0

70.1

7Co

ntrol

Delay

7.76.7

23.4

8.4Qu

eue D

elay

0.00.0

0.00.0

Total

Dela

y7.7

6.723

.48.4

LOS

AA

CA

Appr

oach

Dela

y7.7

6.712

.6Ap

proa

ch LO

SA

AB

Queu

e Len

gth 50

th (m

)32

.121

.52.5

0.0Qu

eue L

ength

95th

(m)

81.8

55.8

7.17.7

Inter

nal L

ink D

ist (m

)36

.315

4.214

4.2Tu

rn B

ay Le

ngth

(m)

Base

Cap

acity

(vph

)13

6012

6141

240

8St

arva

tion C

ap R

educ

tn0

00

0Sp

illbac

k Cap

Red

uctn

00

00

Stor

age C

ap R

educ

tn0

00

0Re

duce

d v/c

Ratio

0.47

0.38

0.05

0.13

Inter

secti

on S

umma

ryCy

cle Le

ngth:

75Ac

tuated

Cyc

le Le

ngth:

75Of

fset: 0

(0%

), Re

feren

ced t

o pha

se 2:

EBT

and 6

:WBT

L, St

art o

f Gre

enNa

tural

Cycle

: 60

Contr

ol Ty

pe: A

ctuate

d-Co

ordin

ated

Lane

s, V

olum

es, T

imin

gs8:

Mar

guer

ite &

McA

rthu

r02

-19-

2020

112 M

ontre

al Ro

ad P

M Pe

ak H

our 2

029 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

15

Maxim

um v/

c Rati

o: 0.4

7Int

erse

ction

Sign

al De

lay: 7

.6Int

erse

ction

LOS:

AInt

erse

ction

Cap

acity

Utili

zatio

n 78.9

%IC

U Le

vel o

f Ser

vice D

Analy

sis P

eriod

(min)

15De

scrip

tion:

As pe

r sign

al tim

ing pl

an pr

ovide

d on N

ov 29

, 201

9.

Splits

and P

hase

s:

8: Ma

rgue

rite &

McA

rthur

Lane

s, V

olum

es, T

imin

gs9:

Van

ier

& M

cArt

hur

02-1

9-20

20

112 M

ontre

al Ro

ad P

M Pe

ak H

our 2

029 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

16

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

6428

554

838

625

319

723

913

9029

114

213

6777

Futur

e Volu

me (v

ph)

6428

554

838

625

319

723

913

9029

114

213

6777

Satd.

Flow

(pro

t)16

5817

4514

8332

1617

4514

8316

5833

1614

8316

5833

1614

83Flt

Per

mitte

d0.9

500.9

500.9

500.9

50Sa

td. F

low (p

erm)

1578

1745

1323

2868

1745

1360

1621

3316

1368

1644

3316

1235

Satd.

Flow

(RTO

R)26

119

722

116

8La

ne G

roup

Flow

(vph

)64

285

548

386

253

197

239

1390

291

142

1367

77Tu

rn T

ype

Prot

NAPe

rmPr

otNA

Perm

Prot

NAPe

rmPr

otNA

Perm

Prote

cted P

hase

s7

43

85

21

6Pe

rmitte

d Pha

ses

48

26

Detec

tor P

hase

74

43

88

52

21

66

Switc

h Pha

seMi

nimum

Initia

l (s)

5.010

.010

.05.0

10.0

10.0

5.010

.010

.05.0

10.0

10.0

Minim

um S

plit (

s)11

.236

.236

.211

.236

.236

.211

.136

.136

.111

.136

.136

.1To

tal S

plit (

s)18

.036

.236

.218

.036

.236

.231

.062

.862

.823

.054

.854

.8To

tal S

plit (

%)

12.9%

25.9%

25.9%

12.9%

25.9%

25.9%

22.1%

44.9%

44.9%

16.4%

39.1%

39.1%

Yello

w Tim

e (s)

3.33.3

3.33.3

3.33.3

3.73.7

3.73.7

3.73.7

All-R

ed T

ime (

s)2.9

2.92.9

2.92.9

2.92.4

2.42.4

2.42.4

2.4Lo

st Tim

e Adju

st (s)

0.00.0

0.00.0

0.00.0

0.00.0

0.00.0

0.00.0

Total

Lost

Time (

s)6.2

6.26.2

6.26.2

6.26.1

6.16.1

6.16.1

6.1Le

ad/La

gLa

gLe

adLe

adLa

gLe

adLe

adLe

adLa

gLa

gLe

adLa

gLa

gLe

ad-L

ag O

ptimi

ze?

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Reca

ll Mod

eNo

neNo

neNo

neNo

neNo

neNo

neNo

neC-

Max

C-Ma

xNo

neC-

Max

C-Ma

xAc

t Effc

t Gre

en (s

)10

.730

.030

.011

.833

.633

.623

.158

.258

.215

.450

.550

.5Ac

tuated

g/C

Ratio

0.08

0.21

0.21

0.08

0.24

0.24

0.16

0.42

0.42

0.11

0.36

0.36

v/c R

atio

0.51

0.76

1.12

1.42

0.61

0.41

0.88

1.01

0.42

0.78

1.14

0.14

Contr

ol De

lay75

.866

.110

5.025

5.256

.08.7

87.1

67.0

9.478

.011

0.63.3

Queu

e Dela

y0.0

0.00.0

0.00.0

0.00.0

0.00.0

0.00.0

0.0To

tal D

elay

75.8

66.1

105.0

255.2

56.0

8.787

.167

.09.4

78.0

110.6

3.3LO

SE

EF

FE

AF

EA

EF

AAp

proa

ch D

elay

90.5

136.8

60.7

102.4

Appr

oach

LOS

FF

EF

Queu

e Len

gth 50

th (m

)17

.274

.8~1

14.4

~74.1

65.0

0.064

.3~2

17.2

12.1

41.0

~227

.20.8

Queu

e Len

gth 95

th (m

)32

.8#1

12.6

#184

.9#1

06.4

95.1

20.7

#105

.4#2

59.8

34.6

m52.8

m#23

6.9m2

.8Int

erna

l Link

Dist

(m)

154.2

174.6

77.0

137.1

Turn

Bay

Leng

th (m

)50

.010

0.012

0.011

5.090

.090

.090

.090

.0Ba

se C

apac

ity (v

ph)

139

373

488

271

418

476

294

1378

698

200

1196

553

Star

vatio

n Cap

Red

uctn

00

00

00

00

00

00

Spillb

ack C

ap R

educ

tn0

00

00

00

00

00

0St

orag

e Cap

Red

uctn

00

00

00

00

00

00

Redu

ced v

/c Ra

tio0.4

60.7

61.1

21.4

20.6

10.4

10.8

11.0

10.4

20.7

11.1

40.1

4

Inter

secti

on S

umma

ryCy

cle Le

ngth:

140

Actua

ted C

ycle

Leng

th: 14

0Of

fset: 5

4 (39

%),

Refer

ence

d to p

hase

2:NB

T an

d 6:S

BT, S

tart o

f Gre

enNa

tural

Cycle

: 145

Contr

ol Ty

pe: A

ctuate

d-Co

ordin

ated

Lane

s, V

olum

es, T

imin

gs9:

Van

ier

& M

cArt

hur

02-1

9-20

20

112 M

ontre

al Ro

ad P

M Pe

ak H

our 2

029 F

uture

Bac

kgro

und

Sync

hro 1

0 Ligh

t Rep

ort

Page

17

Maxim

um v/

c Rati

o: 1.4

2Int

erse

ction

Sign

al De

lay: 9

0.6Int

erse

ction

LOS:

FInt

erse

ction

Cap

acity

Utili

zatio

n 110

.1%IC

U Le

vel o

f Ser

vice H

Analy

sis P

eriod

(min)

15De

scrip

tion:

As pe

r sign

al tim

ing pl

an pr

ovide

d on N

ov 29

, 201

9. Ad

dition

al E-

W pe

destr

ian ph

ase t

ime t

aken

from

N-S

phas

e.~

Volu

me ex

ceed

s cap

acity

, que

ue is

theo

retic

ally i

nfinit

e.

Que

ue sh

own i

s max

imum

after

two c

ycles

.#

95th

perce

ntile

volum

e exc

eeds

capa

city,

queu

e may

be lo

nger

.

Que

ue sh

own i

s max

imum

after

two c

ycles

.m

Volu

me fo

r 95th

perce

ntile

queu

e is m

etere

d by u

pstre

am si

gnal.

Splits

and P

hase

s:

9: Va

nier &

McA

rthur

112 montreal road & 314 gardner road transportation

Documents