Draft Report 35486 112 Montreal Road Community Transportation Study

Prepared for 1147310 Ontario Inc. by IBI Group

July 2014

IBI GROUP DRAFT REPORT 112 MONTREAL ROAD COMMUNITY TRANSPORTATION STUDY Prepared for 1147310 Ontario Inc.

Document Control Page

CLIENT: 1147310 Ontario Inc. PROJECT NAME: 112 Montreal Road 112 Montreal Road REPORT TITLE: Community Transportation Study IBI REFERENCE: 35486 VERSION: 2.0 J:\35486-112MontrealRd\5.2 Reports\5.2.4 Transportation\5.2.4.5 Traffic Impact\TTR_112-montreal-rd-cts_2014-02- DIGITAL MASTER: 20.docx\2014-07-18\JCD ORIGINATOR: Austin Shih REVIEWER: Justin Date AUTHORIZATION: David Hatton CIRCULATION LIST: 1.0 – Draft to client – February 2014 HISTORY: 2.0 – Final to client – July 2014

July 2014 IBI GROUP DRAFT REPORT 112 MONTREAL ROAD COMMUNITY TRANSPORTATION STUDY Prepared for 1147310 Ontario Inc.

Table of Contents

1 Introduction ...... 1

2 Proposed Development ...... 2 2.1 Site Location ...... 2 2.2 Land Uses ...... 2 2.3 Site Access and Parking ...... 2

3 Transportation Network ...... 5 3.1 Existing Road Network...... 5 3.2 Existing Bicycle and Pedestrian Facilities...... 5 3.3 Existing Transit Service ...... 5 3.4 Existing Traffic Volumes ...... 7 3.5 Collision Records ...... 7 3.6 Future Road Network ...... 9 3.7 Future Bicycle and Pedestrian Facilities ...... 9 3.8 Future Transit Service ...... 9 3.9 Transportation Demand Management ...... 10

4 Traffic Analyses ...... 10 4.1 Future Background Traffic ...... 10 4.2 Trip Generation ...... 10 4.2.1 Transit Modal Split ...... 14 4.2.2 Mixed-Use Internal Trips ...... 14 4.3 Traffic Distribution and Assignment ...... 14 4.4 Future Background plus Site Generated Traffic ...... 16 4.5 Intersection Capacity Analysis ...... 16 4.5.1 Level of Service Criteria - Signalized Intersections ...... 16 4.5.2 Level of Service Criteria - Unsignalized Intersections ...... 19 4.5.3 Existing (2014) Traffic ...... 19 4.5.4 Future (2018) Background Traffic ...... 20

July 2014 i IBI GROUP DRAFT REPORT 112 MONTREAL ROAD COMMUNITY TRANSPORTATION STUDY Prepared for 1147310 Ontario Inc.

Table of Contents (continued)

4.5.5 Future (2023) Background Traffic ...... 20 4.5.6 Future (2018) Background plus Site Generated Traffic ...... 21 4.5.7 Future (2023) Background plus Site Generated Traffic ...... 21 4.6 Screenline Analysis ...... 21 4.7 Anticipated Community Concerns ...... 22

5 Findings and Conclusions ...... 23

List of Exhibits

Exhibit 1 – Site Location ...... 3 Exhibit 2 – Proposed Development ...... 4 Exhibit 3 – Existing Lane Configurations and Traffic Control ...... 6 Exhibit 4 – Existing (2014) Traffic ...... 8 Exhibit 5 – Future (2018) Background AM & PM Traffic Volumes ...... 11 Exhibit 6 – Future (2023) Background AM & PM Traffic Volumes ...... 12 Exhibit 7 – Site Generated AM & PM Traffic Volumes ...... 15 Exhibit 8 – Future (2018) Background plus Site Generated AM & PM Traffic Volumes ...... 17 Exhibit 9 – Future (2023) Background plus Site Generated AM & PM Traffic Volumes ...... 18

List of Tables

Table 1: Proposed Land Uses ...... 2 Table 2: Summary of Reported Collisions within the Study Area ...... 7 Table 3: 112 Montreal Road Development Trip Generation ...... 13 Table 4: Level of Service Criteria – Signalized Intersections ...... 16 Table 5: Level of Service Criteria – Unsignalized Intersections ...... 19 Table 6: Intersection Capacity Analysis – Existing (2014) Traffic ...... 20

July 2014 ii IBI GROUP DRAFT REPORT 112 MONTREAL ROAD COMMUNITY TRANSPORTATION STUDY Prepared for 1147310 Ontario Inc.

Table of Contents (continued)

Table 7: Intersection Capacity Analysis – Future (2018) Background Traffic ...... 20 Table 8: Intersection Capacity Analysis – Future (2023) Background Traffic ...... 20 Table 8: Intersection Capacity Analysis – Future (2018) Background plus Site Generated Traffic ...... 21 Table 9: Intersection Capacity Analysis – Future (2023) Background plus Site Generated Traffic ...... 21

List of Appendices

Appendix 1 – OC Transpo Maps Appendix 2 – Traffic Data Appendix 3 – Collision Data Appendix 4 – Trip Generation Data Appendix 5 – Intersection Capacity Analyses

July 2014 iii IBI GROUP DRAFT REPORT 112 MONTREAL ROAD COMMUNITY TRANSPORTATION STUDY Prepared for 1147310 Ontario Inc.

1 Introduction

IBI Group (IBI) was retained by 1147310 Ontario Inc. to complete a Transportation Impact Study (TIS) in support of a Zoning By-Law amendment application for a proposed development located at 112 Montreal Road. The approximate 1 hectare site is bounded by Montreal Road to the north, Vanier Parkway to the east, residential uses to the south and commercial uses to the west. The site is currently occupied by an Econo Lodge hotel and is proposed to be redeveloped as a residential development. The purpose of this study was to:  Determine the impact of the proposed 112 Montreal Road Development generated traffic volumes on the adjacent road network at the full build-out horizon; and,  Recommend appropriate measures/strategies/improvements to ensure the adjacent road network can accommodate the proposed 112 Montreal Road Development generated traffic volumes at the full build-out plus 5 year horizon. The study has followed the City of Transportation Impact Assessment Guidelines (October 2006). Prior to the commencement of the study, City of Ottawa staff were consulted to confirm the following study parameters and assumptions:  Background traffic growth rates  Future road network  Trip generation rates  Transit modal split  Site-generated traffic distribution  Intersection capacity analysis methodology Successive sections of this report describe the proposed development, transportation network, traffic analyses, as well as the findings and conclusions associated with the study. A series of appendices provide details such as background traffic and growth assumptions, traffic generation factors and intersection capacity analyses.

July 2014 1 IBI GROUP DRAFT REPORT 112 MONTREAL ROAD COMMUNITY TRANSPORTATION STUDY Prepared for 1147310 Ontario Inc.

2 Proposed Development

2.1 Site Location The location of the proposed development is indicated on Exhibit 1. The site is located on a parcel of land at 112 Montreal Road that is bounded by: Vanier Parkway to the east; existing residences along Palace Street to the west; an existing Esso gas station to the north; and residential and commercial uses to south.

2.2 Land Uses The proposed development will consist of four 18-storey condominium towers, a 6-storey apartment building, a 4-storey building with ground floor retail and a townhouse block. Exhibit 2 presents the proposed site plan of the development. Table 1 presents a summary of the proposed land uses.

Table 1: Proposed Land Uses

BUILDING BUILDING HEIGHT (STOREYS) LAND USE UNITS / GROSS FLOOR AREA (GFA) A 18 Condominiums 142

B 18 Condominiums 142

C 18 Condominiums 142

D 18 Condominiums 142

Condominiums 9 F 4 Retail 10,000 sq ft

6 Apartments 22 G - Townhouses 8

2.3 Site Access and Parking The proposed development will be accessed via an all-movements access driveway on Montreal Road and a right-in/right-out only access driveway on Vanier Parkway. On-site parking will be provided in an underground parking garage with approximately 430 parking spaces. An additional 27 surface parking spaces will be provided. The access driveway on Montreal Road is located approximately 78 m to the west of Vanier Parkway which satisfies the 75 m requirement of the City of Ottawa Private Approach By-law No. 2003-447, for 300+ parking spaces. The proposed driveway will be located approximately 18 m to the west of the property line of the adjacent Esso gas station. The by-law requires that private approaches be constructed a minimum of 3 m from any property line. The right-in/right-out access driveway on Vanier Parkway is located approximately 175 m to the south of Montreal Road which also satisfies the 75 m by-law requirement.

July 2014 2 AD RO EAL NTR MO

V A PROPOSED DEVELOPMENT N I E R

P A R K E W U MCARTHUR AVEN A Y

112 Montreal Road EXHIBIT 1 35486 JULY 2014 Community Transportation Study Site Location

100m 0 200m 112 Montreal Road EXHIBIT 2 35486 JULY 2014 Community Transportation Study Proposed Development

-10m 0m 20m IBI GROUP DRAFT REPORT 112 MONTREAL ROAD COMMUNITY TRANSPORTATION STUDY Prepared for 1147310 Ontario Inc.

3 Transportation Network

3.1 Existing Road Network Montreal Road Montreal Road is a two-lane arterial road under the jurisdiction of the City of Ottawa. It runs in an east-west direction from the Rideau River in the west to the / St. Joseph Boulevard interchange in the east. The section of Montreal Road in the study area exhibits the characteristics of a traditional pre-war Mainstreet with a mix of adjacent land-uses of generally higher density and building facades closer to the street. Curb-side “Pay and Display” parking spaces are provided along both sides of the street in this area. Parking is prohibited along one side of Montreal Road during the weekday peak traffic periods to allow for two travel lanes in the peak direction. At these times, the curb lane in the peak direction is reserved for buses and taxis. The posted speed limit is 50 km/h along this section of Montreal Road. Vanier Parkway Vanier Parkway is a four-lane divided arterial road under the jurisdiction of the City of Ottawa. It runs in a north-south direction from the Beechwood Avenue/ St. Patrick Street intersection in the north to Highway 417 in the south. The posted speed limit is 60 km/h along this section of Vanier Parkway. Exhibit 3 presents the existing lane configurations, auxiliary lane storage lengths and type of traffic control for intersections analysed in this report.

3.2 Existing Bicycle and Pedestrian Facilities Sidewalks are provided along both sides of Montreal Road and Vanier Parkway within the study area with crosswalks at the Montreal Road/Vanier Parkway intersection. The City of Ottawa Transportation Master Plan (TMP) classifies Montreal Road and Vanier Parkway as Spine routes in the Primary Urban Cycling network of the City. Spine routes typically follow major roadways and provide links to local neighbourhood feeder routes and Neighbourhood Bikeways. They often include designated space for cyclists, such as bike lanes. However, there are no specific on-street facilities for cyclists along Montreal Road and Vanier Parkway within the study area. The Rideau River Eastern pathway is located along the eastern edge of the Rideau River, approximately 280 m from the proposed development. The pathway is a multi-use facility which runs along the Rideau River between Mooney’s Bay and .

3.3 Existing Transit Service Transit service to the study area is provided by the following OC Transpo bus routes: Route #9 OC Transpo Route #9 is a regular all-day bus route which provides service between Hurdman Transitway Station and downtown Ottawa via Vanier Parkway. The route terminates at on evenings and weekends but is extended into the Central Business District (CBD) during weekday peak periods. The nearest bus stop for Route #9 in the northbound (into downtown) direction is located on Vanier Parkway, approximately 85m to the north of Montreal Road. The nearest bus stop serving southbound (to Hurdman) buses along the route is located at the Vanier Parkway/ Montreal Road intersection. Buses operate on 15 to 20 minute headways during the weekday morning peak period and every 20 minutes during the afternoon. Sunday bus service is provided every 30 minutes throughout the day.

July 2014 5

90 m 90 100 m 100 (C) (C) 50 m

50 m MONTREAL ROAD

(C)

100 m 100 90 m 90

VANIER PARKWAY

TRAVEL LANES

TRAFFIC CONTROL SIGNAL

STOP STOP CONTROL

XXm STORAGE LENGTH

EXHIBIT 3 112 Montreal Road 35486 Existing (2014) Lane Con guration JULY 2014 Community Transportation Study and Intersection Control N.T.S. IBI GROUP DRAFT REPORT 112 MONTREAL ROAD COMMUNITY TRANSPORTATION STUDY Prepared for 1147310 Ontario Inc.

Route #12 OC Transpo Route #12 is a regular all-day bus route which provides daily service between Blair Transitway Station and downtown Ottawa via Montreal Road. The route terminates at Elgin Street on evenings and weekends but is extended into the Central Business District (CBD) during the weekday peak periods. A variation of Route #12, providing service between downtown Ottawa and La Cité Collegiale campus on Den Haag Drive, operates during the weekday morning and afternoon peak periods. The nearest bus stops for Route #12 are located on Montreal Road, just to the west of Vanier Parkway. Route #12 operates with headways of 15 minutes during the weekday morning and afternoon peak periods. On Sundays, buses on the route run every 15 to 30 minutes during the day. Detailed maps of the transit routes described above are provided in Appendix 1.

3.4 Existing Traffic Volumes Existing (2014) traffic volumes within the study area have been derived from a weekday traffic count undertaken by the City of Ottawa at the Montreal Road/Vanier Parkway intersection in 2013. A growth rate of 1% was applied to the 2013 count for 1 year. The use of a 1% growth rate is discussed in further detail in Section 4.1. Details of the traffic count are provided in Appendix 2. Exhibit 4 presents details of the representative traffic volumes at the study area intersections during the weekday morning and afternoon peak hours.

3.5 Collision Records A review of collision records has been carried out for the study area. The City of Ottawa Transportation Impact Assessment Guidelines (October 2006) indicate that further analysis may be warranted when there have been either 33 or more total collisions reported at a particular location or at least 6 collisions for any one movement, over a three year period. Table 2 presents a summary of the total collisions recorded at various locations in the study area during the period between January 1, 2010 and January 1, 2013. Details of the collision records are provided in Appendix 3. Table 2: Summary of Reported Collisions within the Study Area

LOCATION NO. OF REPORTED COLLISIONS

Montreal Road, from Durocher Street to Vanier Parkway 14

Montreal Road/ Vanier Parkway Intersection 40

Montreal Road, from Vanier Parkway to Palace Street 31

Montreal Road/Palace Street Intersection 7

Montreal Road, from Palace Street to Montgomery Street 14

Montreal Road/ Montgomery Street Intersection 9

Montreal Road, from Montgomery Street to North River Road 5

Vanier Parkway, from Montreal Road to Deschamps Avenue 5

Vanier Parkway, from Montreal Road to McArthur Avenue 10

July 2014 7 182 71 917

69 978 155 161 184 494 410 142 175 MONTREAL ROAD MONTREAL ROAD

39 26

274

110 1044 1044

161 100 369 767 246 103 100

VANIER PARKWAY

VANIER PARKWAY

AM PEAK HOUR PM PEAK HOUR

TRAVEL LANES

TRAFFIC CONTROL SIGNAL

STOP STOP CONTROL

XX (XX) AM (PM) PEAK HOUR TRAFFIC VOLUMES

112 Montreal Road EXHIBIT 5 35486 JULY 2014 Community Transportation Study Existing (2014) AM & PM Peak Hour Tra c Volumes N.T.S. IBI GROUP DRAFT REPORT 112 MONTREAL ROAD COMMUNITY TRANSPORTATION STUDY Prepared for 1147310 Ontario Inc.

Based on the above, the following locations either meet or are close to meeting the City’s minimum warrant for further analysis with respect to total collisions reported during the three- year period:  Montreal Road/Vanier Parkway Intersection  Montreal Road, from Vanier Parkway to Palace Street Montreal Road/Vanier Parkway Intersection There were 40 collisions reported at the Montreal Road/Vanier Parkway Intersection during the three-year period analysed. Of those, 35% (14 collisions) were rear-end collisions on the northbound approach to the intersection. There do not appear to be any obvious trends in the type of rear-end collisions as they occurred in the left-turn, through, and right-turn lanes under various weather and light conditions. Of the 40 total collisions recorded at the intersection, 80% resulted in property damage only and 20% resulted in non-fatal injuries, two involving pedestrians. The non-fatal collisions occurred on various approaches and under different weather and roadway surface conditions. As such, there does not appear to be a clear pattern in the type of collisions resulting in non-fatal injuries. Montreal Road, from Vanier Parkway to Palace Street There were 31 collisions recorded along the section of Montreal Road between Vanier Parkway and Palace Street during the three-year period analysed. Of these, 84% (26 collisions) involved vehicles travelling in the westbound direction, half of which involved collisions between westbound left-turning vehicles and eastbound through vehicles. This trend may be due to the proximity of the access driveway to the Esso gas station. At this location, westbound vehicles are required to yield to traffic from three opposing lanes—one left-turn lane and two through lanes in the eastbound direction—in order to turn left into the gas station.

3.6 Future Road Network The recently approved 2013 TMP has established a Road Network Concept Plan for Ottawa which includes future road infrastructure projects that will be required to support the City’s growth projections and travel behaviour targets by 2031. The TMP has also identified an Affordable Road Network which is made up of a subset of the projects in the Network Concept Plan that can be realistically constructed by 2031, given restrictions to the availability of funds that are expected during this period. The 2013 TMP has not identified any major road infrastructure projects within the study area of this CTS.

3.7 Future Bicycle and Pedestrian Facilities The 2013 Ottawa Cycling Plan (OCP) indicates that a new pedestrian and cycling bridge over the Rideau River will be constructed between 2014 and 2019. The bridge will be located south of the proposed site and will link Donald Street to East.

3.8 Future Transit Service The TMP indicates that the existing peak period bus lanes along Montreal Road will have an increased time of day coverage in both directions between the Rideau River and St. Laurent Boulevard. Transit Signal Priority measures will also be implemented along the corridor to reduce travel time and improve reliability on OC Transpo route 12.

July 2014 9 IBI GROUP DRAFT REPORT 112 MONTREAL ROAD COMMUNITY TRANSPORTATION STUDY Prepared for 1147310 Ontario Inc.

3.9 Transportation Demand Management The City of Ottawa is committed to implementing Transportation Demand Management (TDM) measures on a City-wide basis in an effort to reduce the automobile dependence of Ottawa residents, particularly during the weekday peak travel periods. TDM initiatives are aimed at encouraging individuals to use non-auto modes of travel during the peak periods. The proposed development will conform to the City’s TDM principles by providing secured bicycle parking in the underground parking garage.

4 Traffic Analyses

4.1 Future Background Traffic The horizon years for this study were established as 2018 and 2023, representing the anticipated full build-out year of the development and five years beyond the full build-out year, respectively. Historical traffic volumes at the Montreal Road and Vanier Parkway intersection were used to estimate a traffic growth rate within the study area between now and the horizon years. The 2010, 2011 and 2013 peak hour traffic volumes were provided by the City. These counts were provided in Appendix 2. Based on historical traffic counts at Montreal Road and Vanier Parkway, both AM and PM peak hour periods showed very little growth since 2010. In some cases, the approach volumes decreased. There were two instances where the approach volumes increased. Despite zero or negative growth on the majority of approaches during the AM and PM peak hour periods, this study applied a 1% growth rate on all approaches to represent the worst case scenario. The future (2018) and (2023) background AM and PM peak hour traffic volumes are shown in Exhibits 5 and 6.

4.2 Trip Generation The traffic generated by the proposed site was determined using standard peak hour trip generation rates from the ITE Manual, “Trip Generation”, 9th Edition, 2012, published by the Institute of Transportation Engineers (ITE), Washington. The resulting trip generation for the subject site is summarized in Table 3. Extracts from the ITE publication are provided in Appendix 4.

July 2014 10 191 75 963

72 1016 161 167 191 513 426 148 182 MONTREAL ROAD MONTREAL ROAD

41 27

285

114 1086 1086

167 167 104 383 797 258 107 105

VANIER PARKWAY

VANIER PARKWAY

AM PEAK HOUR PM PEAK HOUR

TRAVEL LANES

TRAFFIC CONTROL SIGNAL

STOP STOP CONTROL

XX (XX) AM (PM) PEAK HOUR TRAFFIC VOLUMES

112 Montreal Road EXHIBIT 5 35486 JULY 2014 Community Transportation Study Future (2018) AM & PM Peak Hour Tra c Volumes N.T.S. 200 78 1009

75 1065 165 175 200 538 447 155 150 MONTREAL ROAD MONTREAL ROAD

43 29

298

120 1137 1137

175 175 109 402 835 271 112 110

VANIER PARKWAY

VANIER PARKWAY

AM PEAK HOUR PM PEAK HOUR

TRAVEL LANES

TRAFFIC CONTROL SIGNAL

STOP STOP CONTROL

XX (XX) AM (PM) PEAK HOUR TRAFFIC VOLUMES

112 Montreal Road EXHIBIT 6 35486 JULY 2014 Community Transportation Study Future (2023) AM & PM Peak Hour Tra c Volumes N.T.S. IBI GROUP DRAFT REPORT 112 MONTREAL ROAD COMMUNITY TRANSPORTATION STUDY Prepared for 1147310 Ontario Inc.

Table 3: 112 Montreal Road Development Trip Generation

BUILDING LAND USE SIZE SOURCE RATE PEAK SPLIT GENERATED TRAFFIC HOUR (VPH)

IN OUT IN OUT TOTAL

Condo- AM 17% 83% 12 57 68 A 142 ITE 230 Formula1 Townhouse PM 67% 33% 54 26 80

Condo- AM 17% 83% 12 57 68 B 142 ITE 230 Formula1 Townhouse PM 67% 33% 54 26 80

Condo- AM 17% 83% 12 57 68 C 142 ITE 230 Formula1 Townhouse PM 67% 33% 54 26 80

Condo- AM 17% 83% 12 57 68 D 142 ITE 230 Formula1 Townhouse PM 67% 33% 54 26 80

Condo- AM 17% 83% 2 10 13 F/G 17 ITE 230 Formula1 Townhouse PM 67% 33% 9 5 14

Specialty 10,000 AM - - - - - F ITE 826 Formula3 Retail sq ft PM 44% 56% 20 25 45

AM 20% 80% 3 12 15 G Apartment 22 ITE 220 Formula2 PM 65% 35% 19 10 30

AM 52 249 300 SUBTOTAL PM 263 146 409

AM 8 37 45 15% Transit Modal Split Reduction PM 39 22 61

AM - - - 75% Synergy for Retail Uses PM 15 19 33

AM 44 212 255 TOTAL PM 209 105 314

Notes: sq.ft. = square feet, vph = vehicles per hour. 1 - Formula Rate for Condo-Townhouse Land Use: AM T=e^(0.80*LN(X)+0.26) PM T=e^(0.82*LN(X)+0.32) 2 - Formula Rate for Apartment Use: AM T=0.49*(X)+3.73 PM T= 0.55*(X)+17.65 3 - Formula Rate for Specialty Retail Land Use (no AM volumes): PM T=2.4(X)+21.48

The proposed development is expected to generate approximately 250 morning peak hour trips and 310 afternoon peak hour trips. The total trips generated by the development were adjusted to account for the level of transit use in the area and the synergy between the land uses in the development, as described below.

July 2014 13 IBI GROUP DRAFT REPORT 112 MONTREAL ROAD COMMUNITY TRANSPORTATION STUDY Prepared for 1147310 Ontario Inc.

4.2.1 Transit Modal Split The ITE trip generation rates for residential land uses are based on data collected from traffic surveys conducted across North America, but mostly in suburban areas of the United States of America where the level of transit use is traditionally very low. In order to obtain an estimate of residential trip generation that is more reflective of the conditions in Ottawa, the trip generation volumes in Table 3 have been adjusted to account for the level of transit use in the study area. The 2011 National Capital Region Household Origin-Destination (O-D) Survey, conducted by the TRANS Committee, indicates that the existing transit modal split (TMS)—the percentage of person-trips made by transit relative to the number of person-trips made by automobile and transit combined—in the Ottawa East Zone is approximately 15% in the peak direction during the weekday morning and afternoon peak periods. For the purpose of the analysis in this study, it has been assumed that the level of transit use in the proposed development will match the existing TMS for the area as a minimum. The estimated site generated traffic volumes for the residential areas of the development, indicated in Table 3 above, have been reduced by 15% to account for the expected level of transit use in the development.

4.2.2 Mixed-Use Internal Trips The data used to estimate the trip generation from the retail component of the development is taken from free-standing sites and does not take into account the potential for interaction between these land uses in a mixed-use site, particularly where the trip can be made by walking. The total generation of vehicles generated by the retail component can therefore be reduced to account for this interaction between the land uses. In this case, a reduction factor of 75% has been applied to the total trip generation from the retail area of the development.

4.3 Traffic Distribution and Assignment The traffic distribution was based on the 2011 National Capital Region Household O-D Survey. The proposed development is located with the ‘Ottawa East’ zone. The trips from ‘Ottawa East’ to all other zones in the City are summarized as follows:  Ottawa Centre: 14%  Ottawa Inner Area: 15%  Ottawa East: 30%  Alta Vista: 10%  Beacon Hill: 9%  Merivale: 7%  Remainder of Zones 15% Based on the above O-D Survey results, the following general distribution was applied to proposed development traffic:  West on Montreal: 25%  North on Vanier: 10%  East on Montreal: 15%  South on Vanier: 50% The majority of traffic was directed south on the Vanier Parkway, which is the most direct route to Highway 417. Montreal Road provides a direct route to the downtown core. Using the above distribution, the estimated peak hour site generated traffic volumes, from Section 4.2., were assigned to the adjacent road network, as shown in Exhibit 7.

July 2014 14 0 0 19

0 4 0 0 0 0 4 0 19 25 2 117 10 MONTREAL ROAD MONTREAL ROAD

STOP STOP

0 20 0 10

0 0 0

10 49 97

0 20

29 0 15

49 49 25 25 49 0 0

VANIER PARKWAY

VANIER PARKWAY

0

6 0

29 STOP STOP 98 49

20

97

TRAVEL LANES AM PEAK HOUR PM PEAK HOUR

TRAFFIC CONTROL SIGNAL

STOP STOP CONTROL

XX (XX) AM (PM) PEAK HOUR TRAFFIC VOLUMES

112 Montreal Road EXHIBIT 7 35486 JULY 2014 Community Transportation Study Site Generated AM & PM Peak Hour Tra c Volumes N.T.S. IBI GROUP DRAFT REPORT 112 MONTREAL ROAD COMMUNITY TRANSPORTATION STUDY Prepared for 1147310 Ontario Inc.

4.4 Future Background plus Site Generated Traffic The estimated peak hour site generated traffic volumes (Exhibit 7) were added to the future 2018 and 2023 background traffic volumes (Exhibits 3 and 4) to create the future (2018) and (2023) background plus site generated traffic volumes shown in Exhibit 8 and 9 respectively.

4.5 Intersection Capacity Analysis Intersection capacity analyses have been carried out for the study area intersections under the following weekday morning and weekday afternoon peak hour traffic conditions:  Existing Traffic (2014)  Future Background Traffic (2018 & 2023)  Future background plus Site Generated Traffic (2018 & 2023) Intersection capacity analyses have been undertaken for the Montreal Road/Vanier Parkway intersection for the weekday morning and afternoon peak hours, under existing traffic conditions. The analysis has incorporated the current traffic signal timing plan provided by the City of Ottawa and optimized for future traffic volumes.

4.5.1 Level of Service Criteria - Signalized Intersections The intersection capacity of a traffic signal controlled intersection, is commonly expressed by the manner in which an intersection functions in terms of the “Level of Service” it provides. In qualitative terms, the Level of Service defines operational conditions within a traffic stream and their perception by motorists. A level-of-service definition generally describes these conditions in terms of such factors as delay, speed and travel time, freedom to manoeuvre, traffic interruptions, safety, comfort and convenience. Level of Service can also be related to the ratio of the volume to capacity (v/c), which is simply the relationship of the traffic volume (either measured or forecast) to the capability of the intersection or road section to accommodate a given traffic volume. This capability varies depending on the factors described above. Levels of Service are given letter designations from A to F. Level of Service “A” represents the best operating conditions and Level of Service “E” represents the level at which the intersection or an approach to the intersection is carrying the maximum traffic volume that can, practicably, be accommodated. Level of Service F indicates that the intersection is operating beyond its theoretical capacity. The City of Ottawa has developed criteria as part of the Transportation Impact Assessment Guidelines, which directly relate the volume to capacity (v/c) ratio of a signalized intersection to a Level of Service designation. Table 4 presents the Level of Service criteria used for signalized intersections. Table 4: Level of Service Criteria – Signalized Intersections

LEVEL OF SERVICE VOLUME TO CAPACITY RATIO (V/C) A 0 to 0.60 B 0.61 to 0.70 C 0.71 to 0.80 D 0.81 to 0.90 E 0.91 to 1.00 F >1.00

July 2014 16 191 75 982

71 1020 161 167 191 752 518 785 446 25 150 117 191 MONTREAL ROAD MONTREAL ROAD

STOP STOP

531 61 391 37

114 1086

10 382

797 187

413 104 49 273

49 49 25 25 49 107 105

VANIER PARKWAY

VANIER PARKWAY

6 1272

29 1250 STOP STOP 98 49

1582

1088

TRAVEL LANES AM PEAK HOUR PM PEAK HOUR

TRAFFIC CONTROL SIGNAL

STOP STOP CONTROL

XX (XX) AM (PM) PEAK HOUR TRAFFIC VOLUMES

112 Montreal Road EXHIBIT 8 35486 JULY 2014 Community Transportation Study Future (2018) Background Plus Site Generated AM & PM Peak Hour Tra c Volumes N.T.S. 200 18 1028

75 1069 168 175 200 788 542 823 466 25 157 117 200 MONTREAL ROAD MONTREAL ROAD

STOP STOP

567 63 409 38

120 1137

10 395

835 195

431 109 49 285

49 49 25 25 49 112 110

VANIER PARKWAY

VANIER PARKWAY

6 1332

29 1309 STOP STOP 98 49

1653

1139

TRAVEL LANES AM PEAK HOUR PM PEAK HOUR

TRAFFIC CONTROL SIGNAL

STOP STOP CONTROL

XX (XX) AM (PM) PEAK HOUR TRAFFIC VOLUMES

112 Montreal Road EXHIBIT 9 35486 JULY 2014 Community Transportation Study Future (2023) Background Plus Site Generated AM & PM Peak Hour Tra c Volumes N.T.S. 191 75 982

71 1020 161 167 191 752 518 785 446 25 150 117 191 MONTREAL ROAD MONTREAL ROAD

STOP STOP

531 61 391 37

114 1086

10 382

797 187

413 104 49 273

49 49 25 25 49 107 105

VANIER PARKWAY

VANIER PARKWAY

6 1272

29 1250 STOP STOP 98 49

1582

1088

TRAVEL LANES AM PEAK HOUR PM PEAK HOUR

TRAFFIC CONTROL SIGNAL

STOP STOP CONTROL

XX (XX) AM (PM) PEAK HOUR TRAFFIC VOLUMES

112 Montreal Road EXHIBIT 8 35486 JULY 2014 Community Transportation Study Future (2018) Background Plus Site Generated AM & PM Peak Hour Tra c Volumes N.T.S. IBI GROUP DRAFT REPORT 112 MONTREAL ROAD COMMUNITY TRANSPORTATION STUDY Prepared for 1147310 Ontario Inc.

The intersection capacity analysis technique provides an indication of the Level of Service for each movement at the intersection under consideration and for the intersection as a whole. The overall v/c ratio for an intersection is defined as the sum of equivalent volumes for all critical movements at the intersection divided by the sum of capacities for all critical movements.

4.5.2 Level of Service Criteria - Unsignalized Intersections The capacity of an unsignalized intersection can also be expressed in terms of the “Level of Service” it provides. For an unsignalized intersection, the Level of Service is defined in terms of the average movement delays at the intersection. This is defined as the total elapsed time from when a vehicle stops at the end of the queue until the vehicle departs from the stop line, this includes the time required for a vehicle to travel from the last–in–queue position to the first–in– queue position. The average delay for any particular minor movement at the unsignalized intersection is a function of the capacity of the approach and the degree of saturation. The Highway Capacity Manual 2010 (HCM), prepared by the Transportation Research Board, includes the following Levels of Service criteria for unsignalized intersections, related to average movement delays at the intersection: Table 5: Level of Service Criteria – Unsignalized Intersections

LEVEL OF SERVICE DELAY (S) A <10

B >10 and <15

C >15 and <25

D >25 and <35

E >35 and <50

F >50

The unsignalized intersection capacity analysis technique included in the HCM and used in the current study provides an indication of the Level of Service for each movement of the intersection under consideration. By this technique, the performance of the unsignalized intersection can be compared under varying traffic conditions, using the Level of Service concept in a qualitative sense. One unsignalized intersection can be compared with another unsignalized intersection using this concept. Level of Service “E” represents the capacity of the movement under consideration and generally, in large urban areas, Level of Service “D” is considered to represent an acceptable operating condition (Level of Service “E” is considered an acceptable operating condition for planning purposes for intersections located in Ottawa’s Urban Core— the downtown and its vicinity). Level of Service “F” indicates that the movement is operating beyond its design capacity.

4.5.3 Existing (2014) Traffic Intersection capacity analyses have been undertaken for the intersections referenced above under existing traffic conditions, during the weekday morning and afternoon peak hours, utilizing traffic volumes presented in Exhibit 3. The results of the intersection capacity analyses under existing traffic conditions are presented in Table 6 below.

July 2014 19 IBI GROUP DRAFT REPORT 112 MONTREAL ROAD COMMUNITY TRANSPORTATION STUDY Prepared for 1147310 Ontario Inc.

Table 6: Intersection Capacity Analysis – Existing (2014) Traffic

INTERSECTION TRAFFIC PEAK V/C RATIO LEVEL OF SERVICE CONTROL HOUR CRITICAL INTERSECTION CRITICAL INTERSECTION MOVEMENT MOVEMENT

Montreal Road and AM 0.73 - C - Traffic Signal Vanier Parkway PM 0.72 - C -

The results from the existing (2014) intersection capacity analysis shows the Montreal Road and Vanier Parkway intersection operates within City standards. No modifications were required.

4.5.4 Future (2018) Background Traffic Table 7: Intersection Capacity Analysis – Future (2018) Background Traffic

INTERSECTION TRAFFIC PEAK V/C RATIO LEVEL OF SERVICE CONTROL HOUR CRITICAL INTERSECTION CRITICAL INTERSECTION MOVEMENT MOVEMENT

Montreal Road and AM 0.73 - C - Traffic Signal Vanier Parkway PM 0.75 - C -

The results from the future (2018) background intersection capacity analysis shows the Montreal Road and Vanier Parkway intersection operates within City standards. No modifications were required.

4.5.5 Future (2023) Background Traffic Table 8: Intersection Capacity Analysis – Future (2023) Background Traffic

INTERSECTION TRAFFIC PEAK V/C RATIO LEVEL OF SERVICE CONTROL HOUR CRITICAL INTERSECTION CRITICAL INTERSECTION MOVEMENT MOVEMENT

Montreal Road and AM 0.74 - C - Traffic Signal Vanier Parkway PM 0.81 - D -

The results from the future (2023) background intersection capacity analysis shows the Montreal Road and Vanier Parkway intersection operates within City standards. No modifications were required.

July 2014 20 IBI GROUP DRAFT REPORT 112 MONTREAL ROAD COMMUNITY TRANSPORTATION STUDY Prepared for 1147310 Ontario Inc.

4.5.6 Future (2018) Background plus Site Generated Traffic Table 8: Intersection Capacity Analysis – Future (2018) Background plus Site Generated Traffic

INTERSECTION TRAFFIC PEAK V/C RATIO LEVEL OF SERVICE CONTROL HOUR CRITICAL INTERSECTION CRITICAL INTERSECTION MOVEMENT MOVEMENT

Montreal Road and AM 0.74 - C - Traffic Signal Vanier Parkway PM 0.81 - D - Montreal Road and AM 0.31 - C - NB Stop Access 1 PM 0.32 - C - Montreal Road and AM 0.39 - B - EB Stop Access 2 (RIRO) PM 0.49 - A -

The results from the future (2018) background plus site generated intersection capacity analysis shows all study area intersections operate within City standards. No modifications were required.

4.5.7 Future (2023) Background plus Site Generated Traffic Table 9: Intersection Capacity Analysis – Future (2023) Background plus Site Generated Traffic

INTERSECTION TRAFFIC PEAK V/C RATIO LEVEL OF SERVICE CONTROL HOUR CRITICAL INTERSECTION CRITICAL INTERSECTION MOVEMENT MOVEMENT

Montreal Road and AM 0.75 - C - Traffic Signal Vanier Parkway PM 0.87 - D - Montreal Road and AM 0.33 - C - NB Stop Access 1 PM 0.34 - C - Montreal Road and AM 0.41 - B - EB Stop Access 2 (RIRO) PM 0.51 - A -

The results from the future (2023) background plus site generated intersection capacity analysis shows all study area intersections operate within City standards. No modifications were required.

4.6 Screenline Analysis Screenline analysis is a comparison of forecasted demands and lane capacities for the major road network connecting the site to the area transportation network. Lane capacities are based generally on the Official Plan designation of the road classifications and other general characteristics of the roads (e.g. urban or rural cross sections). For this exercise, traffic volume projections and assumed lane capacities at the Rideau River - North screenline have been obtained from the 2013 Transportation Master Plan Update – Needs and Opportunities Report (September 2013), prepared by IBI Group on behalf of the City of Ottawa. The Rideau River -

July 2014 21 IBI GROUP DRAFT REPORT 112 MONTREAL ROAD COMMUNITY TRANSPORTATION STUDY Prepared for 1147310 Ontario Inc.

North screenline is a north-south line that runs roughly along the Rideau River, from the Ottawa River to the Transitway bridge near Hurdman Station. The following major roads cross the Rideau River - North screenline and are considered to contribute to its total capacity: Sussex Drive, Union Street. The 2013 TMP Needs and Opportunities report has utilized projected 2031 traffic volumes from the TRANS travel demand model in the evaluation of the Rideau River - North screenline. TABLE 13 – SCREENLINE ANALYSIS, presents the results of the screenline analysis for the weekday AM peak hour in the peak direction under existing traffic conditions and at the 2031 horizon year of the TMP. Two scenarios representing the screenline capacity under the Network Concept plans identified in the TMP are indicated. Adjusted 2031 volume projections based on the full build-out scenario considered in this CTS are provided for comparison with the results reported in the Needs and Opportunities report. TABLE 13 SCREENLINE ANALYSIS AM PEAK HOUR (INBOUND) SCREENLINE SCENARIO VEHICLES CAPACITY V/C RATIO 2011 (Existing) Network 3,563 5,200 0.69

2031 Network Concept 3,593 7,000 0.69

2031 Network Concept (with Development Volumes) 3,642 7,000 0.70

Based on the results summarized in Table 13 above, the Rideau River - North screenline is projected to be under capacity at the 2031 horizon year in both future development scenarios with the existing road network in place.

4.7 Anticipated Community Concerns

Anticipated concerns which the community might have relating to transportation typically include impacts to the surrounding local road network in terms of the potential for neighbourhood infiltration and increased congestion. Palace Street serves as a minor connection between Montreal Road and Selkirk Street for a small number of townhouse units. There is no connection planned between the proposed development and Palace Street. Therefore, there are no significant adjacent community impacts expected. There is onstreet parking located on the north side of Montreal Road across from Access 1. The proposed development is expected to increase the number of inbound (westbound) left-turns from Montreal Road in the afternoon peak hour, which increases the likelihood of a left-turn queue forming. Synchro analysis shows the queue will not impede the upstream Vanier Parkway and Montreal Road intersection. However, parked cars may block through traffic that wish to pass on the right. Based on onsite observations, the removal of 2 parking spaces should provide sufficient space to remove the potential blockage.

July 2014 22 IBI GROUP DRAFT REPORT 112 MONTREAL ROAD COMMUNITY TRANSPORTATION STUDY Prepared for 1147310 Ontario Inc.

5 Findings and Conclusions

Based on the traffic analyses undertaken in this Community Transportation Study, the main findings and conclusions are as follows:  The proposed development is expected to generate approximately 250 and 310 morning and afternoon peak hour trips respectively.  The Montreal Road and Vanier Parkway intersection is expected to operate within City standards through to the Future (2023) Background plus Site Generated Condition  The proposed access intersections are expected to operate within City standards through to the Future (2023) Background plus Site Generated Condition  The proposed access locations meet the City of Ottawa Private Approach By-law No. 2003-447 requirements.  The proposed site plan provides adequate pedestrian connectivity to the City network.  The proposed development will conform to the City’s TDM principles by providing secured bicycle parking in the underground parking garage.  The City should consider the removal of 2 parking spaces on the north side of Montreal Road, across from Access 1, to provide space for westbound through vehicles to pass left-turning vehicles on the right. In summary, the overall conclusion of this Community Transportation Study is that the traffic generated by the proposed 112 Montreal Road development can be safely accommodated on the adjacent road network with consideration of the conclusions stated above.

July 2014 23 IBI GROUP DRAFT REPORT 112 MONTREAL ROAD COMMUNITY TRANSPORTATION STUDY Prepared for 1147310 Ontario Inc.

Prepared by:

IBI GROUP Austin Shih, M.A.Sc., P.Eng. Project Engineer

Z:\35486-112MontrealRd\5.2 Reports\5.2.4 Transportation\5.2.4.5 Traffic Impact\TTR_112-montreal-rd-cts_2014-04-22.docx\2014-07-18\WU

July 2014 24 APPENDIX A

OC TRANSPO MAPS

Jasmine Route / Circuit 12 Ogilvie

174

Montréal GLOUCESTER Blair CENTRE NRC / CNRC CSIS / SCRS

BLAIR

LA CITÉ City P Ogilvie a r MONTFORT H Den HaagCOLLÉGIALE k

Brittany CMHC / SCHL Borthwick

St. Laurent

Rivière Montréal Rideau Prom. Vanier Pkwy. River

Rideau King Edward CENTRE RIDEAU CENTRE Canal Rideau Canal NAC CNA Elgin

Wellington

Slater

Albert

Queen

Bank

Kent

Legend • Légende

Transitway Station / Station du Transitway Some trips / Quelques trajets No service evenings or weekends / Aucun service en soirée et les fins de semaine Timepoint / Heures de passage Route / Circuit 9 FOREIGN AFFAIRS Alexander AFFAIRES ÉTRANGÈRES Sussex John

C Charles r i c h t Boteler o

n NATIONAL GALLERY Bruyère Dalhousie

MUSÉE DES BEAUX-ARTS Sussex St. Patrick

Wellington Rideau

NAC CENTRE Rivière Queen CNA RIDEAU Rideau CENTRE River Elgin Albert VanierParkway Bank Kent Slater

McArthur

Donald

RCMP GRC Coventry

417 Prom. Vanier

Ottawa Stadium HURDMAN Stade d'Ottawa CANADA POST POSTES CANADA Riverside Industrial

Transitway Station / Station du Transitway No service evenings or weekends / Aucun service en soirée et les fins de semaine Timepoint / Heures de passage APPENDIX B

TRAFFIC DATA

APPENDIX C

COLLISION DATA

Collision Main Detail Summary OnTRAC Reporting System FROM: 2010/01/01 TO: 2013/01/01 CODY AVE & MONTREAL RD Former Municipality: Vanier Traffic Control: Traffic signal Number of Collisions: 11 COLLISION IMPACT TYPE SURFACE VEHICLE DRIVER No. ID DATE DAY TIME ENV LIGHT CLASS DIR COND'N MANOEUVRE VEHICLE TYPE FIRST EVENT ACTION PED 1 2010/02/25 Thu 20:10 Snow Dark Angle Non-fatal V1 W Loose snow Going ahead Pick-up truck Other motor vehicle 0 V2 S Loose snow Turning left Automobile, station Other motor vehicle 2 2010/02/25 Thu 18:52 Snow Dark Angle P.D. only V1 W Wet Going ahead Automobile, station Other motor vehicle 0 V2 S Wet Turning right Automobile, station Other motor vehicle 3 2010/12/07 Tue 22:46 Rain Dark Rear end P.D. only V1 E Wet Going ahead Automobile, station Other motor vehicle 0 V2 E Wet Turning left Automobile, station Other motor vehicle 4 2010/12/23 Thu 13:10 Clear Daylight Turning P.D. only V1 E Dry Turning left Automobile, station Other motor vehicle 0 V2 W Dry Going ahead Automobile, station Other motor vehicle 5 2011/02/08 Tue 14:41 Clear Daylight Single vehicle Non-fatal V1 E Wet Going ahead Passenger van Pedestrian 1

6 2011/05/20 Frid 14:00 Rain Daylight Sideswipe P.D. only V1 E Wet Changing lanes Automobile, station Other motor vehicle 0 V2 E Wet Going ahead Automobile, station Other motor vehicle 7 2011/09/01 Thu 16:38 Clear Daylight Rear end P.D. only V1 W Dry Going ahead Automobile, station Other motor vehicle 0 V2 W Dry Going ahead Municipal transit bus Other motor vehicle 8 2011/10/12 We 08:45 Clear Daylight Rear end P.D. only V1 W Dry Unknown Unknown Other motor vehicle 0 V2 W Dry Going ahead Automobile, station Other motor vehicle 9 2011/11/03 Thu 13:30 Rain Daylight Rear end P.D. only V1 W Wet Slowing or Automobile, station Other motor vehicle 0 V2 W Wet Turning right Passenger van Other motor vehicle 10 2011/11/23 We 04:50 Snow Dark Single vehicle P.D. only V1 W Loose snow Going ahead Municipal transit bus Pole (utility, tower) 0

11 2011/11/28 Mo 13:30 Clear Daylight Turning Non-fatal V1 E Dry Turning left Automobile, station Other motor vehicle 0 V2 W Dry Going ahead Pick-up truck Other motor vehicle

(Note: Time of Day = "00:00" represents unknown collision time November 14, 2013 Page 1 of 23 Collision Main Detail Summary OnTRAC Reporting System FROM: 2010/01/01 TO: 2013/01/01 CYR AVE & MONTREAL RD Former Municipality: Vanier Traffic Control: Stop sign Number of Collisions: 1 COLLISION IMPACT TYPE SURFACE VEHICLE DRIVER No. ID DATE DAY TIME ENV LIGHT CLASS DIR COND'N MANOEUVRE VEHICLE TYPE FIRST EVENT ACTION PED 12 2010/12/14 Tue 08:15 Snow Daylight Angle P.D. only V1 E Loose snow Going ahead Automobile, station Other motor vehicle 0 V2 N Loose snow Turning left Automobile, station Other motor vehicle DESCHAMPS AVE & VANIER PKWY Former Municipality: Vanier Traffic Control: Traffic signal Number of Collisions: 20 COLLISION IMPACT TYPE SURFACE VEHICLE DRIVER No. ID DATE DAY TIME ENV LIGHT CLASS DIR COND'N MANOEUVRE VEHICLE TYPE FIRST EVENT ACTION PED 13 2010/01/23 Sat 14:30 Clear Daylight Single vehicle Non-fatal V1 W Dry Turning left Pick-up truck Pedestrian 1

14 2010/01/23 Sat 10:48 Clear Daylight Angle P.D. only V1 N Dry Going ahead Passenger van Other motor vehicle 0 V2 W Dry Turning left Automobile, station Other motor vehicle 15 2010/07/03 Sat 11:21 Clear Daylight Angle P.D. only V1 N Dry Going ahead Automobile, station Other motor vehicle 0 V2 W Dry Turning left Automobile, station Other motor vehicle 16 2010/07/13 Tue 15:45 Rain Daylight Rear end Non-fatal V1 S Wet Going ahead Pick-up truck Other motor vehicle 0 V2 S Wet Slowing or Automobile, station Other motor vehicle 17 2010/08/19 Thu 16:45 Clear Daylight Rear end P.D. only V1 S Dry Unknown Unknown Other motor vehicle 0 V2 S Dry Stopped Passenger van Other motor vehicle 18 2010/10/13 We 09:20 Clear Daylight Rear end P.D. only V1 N Dry Changing lanes Automobile, station Other motor vehicle 0 V2 N Dry Slowing or Automobile, station Other motor vehicle V3 N Dry Stopped Automobile, station Other motor vehicle 19 2010/11/05 Frid 11:50 Clear Daylight Rear end P.D. only V1 W Wet Slowing or Automobile, station Skidding/Sliding 0 V2 W Wet Stopped Automobile, station Other motor vehicle 20 2010/12/02 Thu 20:18 Clear Dark Rear end P.D. only V1 N Dry Going ahead Automobile, station Other motor vehicle 0 V2 N Dry Slowing or Automobile, station Other motor vehicle 21 2011/01/20 Thu 17:40 Clear Dark Rear end P.D. only V1 S Ice Slowing or Automobile, station Skidding/Sliding 0 V2 S Ice Stopped Automobile, station Other motor vehicle

(Note: Time of Day = "00:00" represents unknown collision time November 14, 2013 Page 2 of 23 Collision Main Detail Summary OnTRAC Reporting System FROM: 2010/01/01 TO: 2013/01/01 22 2011/01/29 Sat 18:23 Snow Dark Angle P.D. only V1 W Wet Turning left Pick-up truck Other motor vehicle 0 V2 N Wet Going ahead Pick-up truck Other motor vehicle 23 2011/03/01 Tue 07:59 Clear Daylight Angle Non-fatal V1 N Wet Going ahead Automobile, station Other motor vehicle 0 V2 W Wet Turning left Automobile, station Other motor vehicle 24 2011/04/08 Frid 02:31 Clear Dark Single vehicle P.D. only V1 N Dry Turning right Automobile, station Curb 0 25 2011/08/31 We 15:26 Clear Daylight Single vehicle Non-fatal V1 W Dry Turning left School bus Pedestrian 2 26 2011/10/04 Tue 17:46 Clear Daylight Rear end P.D. only V1 N Dry Going ahead Pick-up truck Other motor vehicle 0 V2 N Dry Stopped Automobile, station Other motor vehicle 27 2012/05/14 Mo 19:35 Clear Daylight Angle Non-fatal V1 S Dry Going ahead Bicycle Other motor vehicle 0 V2 W Dry Turning right Automobile, station Cyclist 28 2012/06/03 Sun 16:13 Rain Daylight Rear end P.D. only V1 S Wet Slowing or Automobile, station Other motor vehicle 0 V2 S Wet Slowing or Automobile, station Other motor vehicle 29 2012/08/30 Thu 16:00 Clear Daylight Turning Non-fatal V1 W Dry Turning left Passenger van Cyclist 0 V2 E Dry Going ahead Bicycle Other motor vehicle 30 2012/08/31 Frid 13:30 Clear Daylight Rear end P.D. only V1 N Dry Slowing or Automobile, station Other motor vehicle 0 V2 N Dry Stopped Automobile, station Other motor vehicle 31 2012/09/11 Tue 08:27 Clear Daylight Rear end P.D. only V1 N Dry Going ahead Automobile, station Other motor vehicle 0 V2 N Dry Stopped Pick-up truck Other motor vehicle 32 2012/12/12 We 10:11 Clear Daylight Rear end P.D. only V1 N Dry Going ahead Automobile, station Other motor vehicle 0 V2 N Dry Stopped Automobile, station Other motor vehicle

(Note: Time of Day = "00:00" represents unknown collision time November 14, 2013 Page 3 of 23 Collision Main Detail Summary OnTRAC Reporting System FROM: 2010/01/01 TO: 2013/01/01 DUROCHER ST & MONTREAL RD Former Municipality: Vanier Traffic Control: Stop sign Number of Collisions: 19 COLLISION IMPACT TYPE SURFACE VEHICLE DRIVER No. ID DATE DAY TIME ENV LIGHT CLASS DIR COND'N MANOEUVRE VEHICLE TYPE FIRST EVENT ACTION PED 33 2010/01/28 Thu 15:04 Snow Daylight Turning P.D. only V1 E Wet Turning left Automobile, station Other motor vehicle 0 V2 W Wet Going ahead Automobile, station Other motor vehicle 34 2010/05/18 Tue 12:41 Clear Daylight Angle P.D. only V1 S Dry Turning left Automobile, station Other motor vehicle 0 V2 W Dry Changing lanes Automobile, station Other motor vehicle 35 2010/06/19 Sat 19:38 Clear Daylight Turning Non-fatal V1 E Dry Turning left Pick-up truck Other motor vehicle 0 V2 W Dry Going ahead Automobile, station Other motor vehicle 36 2010/06/23 We 16:20 Clear Daylight Turning P.D. only V1 W Dry Going ahead Automobile, station Other motor vehicle 0 V2 E Dry Turning left Passenger van Other motor vehicle 37 2010/07/06 Tue 14:29 Clear Daylight Rear end P.D. only V1 W Dry Overtaking Automobile, station Other motor vehicle 0 V2 W Dry Stopped Truck - closed Other motor vehicle 38 2010/07/17 Sat 09:02 Clear Daylight Angle P.D. only V1 E Dry Going ahead Pick-up truck Other motor vehicle 0 V2 N Dry Going ahead Automobile, station Other motor vehicle 39 2010/09/01 We 13:31 Clear Daylight Turning Non-fatal V1 W Dry Going ahead Passenger van Other motor vehicle 0 V2 E Dry Turning left Automobile, station Other motor vehicle 40 2010/09/22 We 16:08 Clear Daylight Angle P.D. only V1 W Dry Going ahead Automobile, station Other motor vehicle 0 V2 N Dry Going ahead Automobile, station Other motor vehicle 41 2011/02/22 Tue 08:45 Clear Daylight Turning P.D. only V1 W Dry Slowing or Automobile, station Other motor vehicle 0 V2 E Dry Turning left Pick-up truck Other motor vehicle 42 2011/03/02 We 08:18 Clear Daylight Turning P.D. only V1 W Wet Going ahead Automobile, station Other motor vehicle 0 V2 E Wet Turning left Passenger van Other motor vehicle 43 2011/04/07 Thu 08:04 Clear Daylight Angle P.D. only V1 N Dry Going ahead Automobile, station Other motor vehicle 0 V2 W Dry Going ahead Automobile, station Other motor vehicle 44 2011/07/22 Frid 13:50 Clear Daylight Turning P.D. only V1 W Dry Turning left Automobile, station Other motor vehicle 0 V2 E Dry Going ahead Automobile, station Other motor vehicle (Note: Time of Day = "00:00" represents unknown collision time November 14, 2013 Page 4 of 23 Collision Main Detail Summary OnTRAC Reporting System FROM: 2010/01/01 TO: 2013/01/01 45 2011/09/01 Thu 17:10 Clear Daylight Angle P.D. only V1 S Dry Turning left Automobile, station Other motor vehicle 0 V2 E Dry Slowing or Pick-up truck Other motor vehicle 46 2011/09/15 Thu 14:30 Clear Daylight Turning Non V1 W Dry Going ahead Automobile, station Other motor vehicle 0 V2 E Dry Turning left Automobile, station Other motor vehicle 47 2011/09/29 Thu 22:09 Clear Dark Angle P.D. only V1 S Dry Going ahead Automobile, station Other motor vehicle 0 V2 W Dry Going ahead Automobile, station Other motor vehicle 48 2011/10/06 Thu 16:33 Clear Daylight Sideswipe P.D. only V1 E Dry Changing lanes Automobile, station Other motor vehicle 0 V2 E Dry Going ahead Automobile, station Other motor vehicle 49 2011/10/18 Tue 09:02 Clear Daylight Turning P.D. only V1 E Dry Turning left Automobile, station Other motor vehicle 0 V2 W Dry Going ahead Automobile, station Skidding/Sliding 50 2012/11/05 Mo 18:10 Clear Dark Sideswipe P.D. only V1 W Dry Changing lanes Pick-up truck Other motor vehicle 0 V2 W Dry Going ahead Automobile, station Other motor vehicle 51 2012/12/03 Mo 07:31 Clear Dawn Turning P.D. only V1 E Dry Turning left Automobile, station Other motor vehicle 0 V2 W Dry Going ahead Automobile, station Other motor vehicle EMOND ST & MONTREAL RD Former Municipality: Vanier Traffic Control: Stop sign Number of Collisions: 5 COLLISION IMPACT TYPE SURFACE VEHICLE DRIVER No. ID DATE DAY TIME ENV LIGHT CLASS DIR COND'N MANOEUVRE VEHICLE TYPE FIRST EVENT ACTION PED 52 2010/08/03 Tue 08:58 Clear Daylight Angle P.D. only V1 W Wet Going ahead Automobile, station Other motor vehicle 0 V2 S Wet Turning left Automobile, station Other motor vehicle 53 2011/11/08 Tue 16:40 Clear Dusk Turning Non-fatal V1 E Dry Turning left Automobile, station Other motor vehicle 0 V2 W Dry Going ahead Pick-up truck Other motor vehicle 54 2011/12/07 We 09:27 Snow Daylight Rear end P.D. only V1 W Wet Going ahead Automobile, station Skidding/Sliding 0 V2 W Wet Slowing or Automobile, station Other motor vehicle 55 2012/01/21 Sat 21:21 Clear Dark Rear end Non V1 W Ice Going ahead Automobile, station Other motor vehicle 0 V2 W Ice Stopped Automobile, station Other motor vehicle 56 2012/10/31 We 09:59 Rain Daylight Turning Non-fatal V1 E Wet Turning left Pick-up truck Cyclist 0 V2 W Wet Going ahead Bicycle Other motor vehicle

(Note: Time of Day = "00:00" represents unknown collision time November 14, 2013 Page 5 of 23 Collision Main Detail Summary OnTRAC Reporting System FROM: 2010/01/01 TO: 2013/01/01 MCARTHUR AVE & VANIER PKWY Former Municipality: Vanier Traffic Control: Traffic signal Number of Collisions: 40 COLLISION IMPACT TYPE SURFACE VEHICLE DRIVER No. ID DATE DAY TIME ENV LIGHT CLASS DIR COND'N MANOEUVRE VEHICLE TYPE FIRST EVENT ACTION PED 57 2010/01/10 Sun 15:30 Clear Daylight Rear end P.D. only V1 S Dry Slowing or Passenger van Other motor vehicle 0 V2 S Dry Stopped Passenger van Other motor vehicle V3 S Dry Stopped Truck - closed Other motor vehicle 58 2010/01/29 Frid 16:13 Clear Daylight Rear end P.D. only V1 E Wet Going ahead Automobile, station Other motor vehicle 0 V2 E Wet Slowing or Automobile, station Other motor vehicle 59 2010/02/06 Sat 21:48 Clear Dark Rear end P.D. only V1 N Dry Going ahead Automobile, station Other motor vehicle 0 V2 N Dry Stopped Automobile, station Other motor vehicle V3 N Dry Stopped Automobile, station Other motor vehicle 60 2010/02/12 Frid 09:10 Clear Daylight Rear end P.D. only V1 N Dry Slowing or Automobile, station Other motor vehicle 0 V2 N Dry Changing lanes Automobile, station Other motor vehicle 61 2010/03/05 Frid 22:05 Clear Dark Rear end P.D. only V1 N Dry Turning right Automobile, station Other motor vehicle 0 V2 N Dry Turning right Automobile, station Other motor vehicle 62 2010/04/21 We 16:05 Clear Daylight Sideswipe P.D. only V1 W Dry Changing lanes Passenger van Other motor vehicle 0 V2 W Dry Going ahead Automobile, station Other motor vehicle 63 2010/05/01 Sat 15:11 Clear Daylight Rear end Non-fatal V1 N Dry Going ahead Truck - closed Other motor vehicle 0 V2 N Dry Stopped Automobile, station Other motor vehicle 64 2010/06/20 Sun 14:36 Clear Daylight Rear end Non-fatal V1 S Dry Going ahead Pick-up truck Other motor vehicle 0 V2 S Dry Stopped Automobile, station Other motor vehicle 65 2010/07/11 Sun 10:26 Clear Daylight Other P.D. only V1 S Dry Reversing Pick-up truck Other motor vehicle 0 V2 N Dry Turning left Automobile, station Other motor vehicle 66 2010/08/03 Tue 18:00 Rain Daylight Rear end P.D. only V1 N Wet Slowing or Automobile, station Other motor vehicle 0 V2 N Wet Stopped Automobile, station Other motor vehicle V3 N Wet Stopped Automobile, station Other motor vehicle V4 N Wet Stopped Pick-up truck Other motor vehicle 67 2010/08/28 Sat 15:11 Clear Daylight Rear end P.D. only V1 N Dry Slowing or Automobile, station Other motor vehicle 0 V2 N Dry Stopped Pick-up truck Other motor vehicle (Note: Time of Day = "00:00" represents unknown collision time November 14, 2013 Page 6 of 23 Collision Main Detail Summary OnTRAC Reporting System FROM: 2010/01/01 TO: 2013/01/01 68 2010/10/23 Sat 17:30 Clear Daylight Angle P.D. only V1 W Dry Going ahead Bicycle Other motor vehicle 0 V2 S Dry Going ahead Automobile, station Cyclist 69 2010/11/21 Sun 22:58 Freezing Dark Single vehicle P.D. only V1 W Ice Turning right Automobile, station Skidding/Sliding 0

70 2011/01/20 Thu 15:24 Clear Daylight Sideswipe P.D. only V1 W Wet Changing lanes Automobile, station Other motor vehicle 0 V2 W Wet Turning right Automobile, station Other motor vehicle 71 2011/01/31 Mo 12:37 Clear Daylight Rear end P.D. only V1 N Dry Turning right Automobile, station Other motor vehicle 0 V2 N Dry Turning right Automobile, station Other motor vehicle 72 2011/03/16 We 15:40 Rain Daylight Rear end P.D. only V1 N Wet Turning right Automobile, station Other motor vehicle 0 V2 N Wet Turning right Automobile, station Other motor vehicle 73 2011/03/22 Tue 18:57 Clear Dusk Rear end P.D. only V1 N Dry Going ahead Automobile, station Other motor vehicle 0 V2 N Dry Stopped Automobile, station Other motor vehicle 74 2011/04/05 Tue 14:30 Clear Daylight Rear end P.D. only V1 S Dry Going ahead Automobile, station Other motor vehicle 0 V2 S Dry Slowing or Automobile, station Other motor vehicle 75 2011/05/30 Mo 18:00 Clear Daylight Rear end P.D. only V1 S Dry Going ahead Pick-up truck Other motor vehicle 0 V2 S Dry Stopped Automobile, station Other motor vehicle V3 S Dry Stopped Pick-up truck Other motor vehicle 76 2011/09/06 Tue 21:58 Clear Dark Sideswipe P.D. only V1 S Dry Changing lanes Pick-up truck Other motor vehicle 0 V2 S Dry Going ahead Automobile, station Other motor vehicle 77 2011/09/15 Thu 09:30 Clear Daylight Single vehicle Non-fatal V1 E Dry Turning right Pick-up truck Pedestrian 1

78 2011/11/26 Sat 18:20 Clear Dark Turning P.D. only V1 W Dry Going ahead Pick-up truck Other motor vehicle 0 V2 E Dry Turning left Automobile, station Other motor vehicle 79 2011/12/08 Thu 14:10 Clear Daylight Rear end Non-fatal V1 N Dry Going ahead Passenger van Other motor vehicle 0 V2 N Dry Stopped Passenger van Other motor vehicle 80 2012/01/05 Thu 18:46 Freezing Dark Rear end P.D. only V1 N Ice Slowing or Automobile, station Skidding/Sliding 0 V2 N Ice Slowing or Automobile, station Other motor vehicle 81 2012/01/10 Tue 01:51 Clear Dark Angle P.D. only V1 E Dry Going ahead Passenger van Other motor vehicle 0 V2 N Dry Going ahead Automobile, station Other motor vehicle 82 2012/01/19 Thu 16:06 Freezing Daylight Rear end P.D. only V1 W Ice Turning left Municipal transit bus Skidding/Sliding 0 V2 W Slush Turning left Automobile, station Other motor vehicle V3 W Ice Turning left Unknown Other motor vehicle

(Note: Time of Day = "00:00" represents unknown collision time November 14, 2013 Page 7 of 23 Collision Main Detail Summary OnTRAC Reporting System FROM: 2010/01/01 TO: 2013/01/01 83 2012/01/19 Thu 21:15 Snow Dark Rear end P.D. only V1 W Ice Turning left Passenger van Skidding/Sliding 0 V2 W Ice Turning left Automobile, station Other motor vehicle 84 2012/01/20 Frid 09:00 Clear Daylight Sideswipe P.D. only V1 W Ice Turning left Automobile, station Other motor vehicle 0 V2 W Loose snow Turning left Automobile, station Other motor vehicle V3 W Ice Turning left Automobile, station Other motor vehicle 85 2012/02/03 Frid 20:00 Clear Dark Rear end P.D. only V1 N Dry Going ahead Automobile, station Other motor vehicle 0 V2 N Dry Stopped Automobile, station Other motor vehicle 86 2012/02/21 Tue 09:50 Clear Daylight Rear end P.D. only V1 N Dry Going ahead Automobile, station Other motor vehicle 0 V2 N Dry Stopped Automobile, station Other motor vehicle 87 2012/02/24 Frid 14:59 Snow Daylight Rear end P.D. only V1 W Loose snow Turning left Pick-up truck Skidding/Sliding 0 V2 W Loose snow Turning left Automobile, station Other motor vehicle 88 2012/03/17 Sat 22:30 Clear Dark Rear end P.D. only V1 N Dry Going ahead Automobile, station Other motor vehicle 0 V2 N Dry Stopped Passenger van Other motor vehicle 89 2012/03/26 Mo 19:11 Clear Dark Rear end P.D. only V1 S Dry Slowing or Automobile, station Other motor vehicle 0 V2 S Dry Going ahead Pick-up truck Other motor vehicle 90 2012/07/02 Mo 13:52 Clear Daylight Rear end P.D. only V1 W Dry Turning right Pick-up truck Other motor vehicle 0 V2 W Dry Turning right Passenger van Other motor vehicle 91 2012/07/07 Sat 20:15 Clear Daylight Rear end P.D. only V1 S Dry Turning right Automobile, station Other motor vehicle 0 V2 S Dry Turning right Pick-up truck Other motor vehicle 92 2012/07/18 We 17:15 Clear Daylight Angle P.D. only V1 W Dry Turning right Automobile, station Other motor vehicle 0 V2 N Dry Changing lanes Municipal transit bus Other motor vehicle 93 2012/08/02 Thu 07:05 Clear Daylight Turning P.D. only V1 N Dry Going ahead Automobile, station Other motor vehicle 0 V2 S Dry Turning left Automobile, station Other motor vehicle 94 2012/08/31 Frid 15:59 Clear Daylight Rear end P.D. only V1 E Dry Going ahead Automobile, station Other motor vehicle 0 V2 E Dry Stopped Pick-up truck Other motor vehicle 95 2012/09/17 Mo 14:26 Clear Daylight Rear end P.D. only V1 N Dry Going ahead Pick-up truck Other motor vehicle 0 V2 N Dry Stopped Pick-up truck Other motor vehicle V3 N Dry Stopped Passenger van Other motor vehicle 96 2012/10/19 Frid 16:39 Clear Daylight Rear end P.D. only V1 W Dry Turning left Pick-up truck Other motor vehicle 0 V2 W Dry Turning left Automobile, station Other motor vehicle

(Note: Time of Day = "00:00" represents unknown collision time November 14, 2013 Page 8 of 23 Collision Main Detail Summary OnTRAC Reporting System FROM: 2010/01/01 TO: 2013/01/01 MONTGOMERY ST & MONTREAL RD Former Municipality: Vanier Traffic Control: Traffic signal Number of Collisions: 9 COLLISION IMPACT TYPE SURFACE VEHICLE DRIVER No. ID DATE DAY TIME ENV LIGHT CLASS DIR COND'N MANOEUVRE VEHICLE TYPE FIRST EVENT ACTION PED 97 2010/07/20 Tue 13:32 Clear Daylight Other P.D. only V1 E Dry Reversing Truck - closed Other motor vehicle 0 V2 W Dry Stopped Passenger van Other motor vehicle 98 2010/08/14 Sat 03:15 Clear Dark Rear end P.D. only V1 E Dry Slowing or Automobile, station Other motor vehicle 0 V2 E Dry Stopped Automobile, station Other motor vehicle 99 2010/09/30 Thu 18:38 Rain Dusk Angle Non-fatal V1 E Wet Slowing or Passenger van Other motor vehicle 0 V2 N Wet Turning left Automobile, station Other motor vehicle 100 2010/11/17 We 13:36 Rain Daylight Turning P.D. only V1 N Wet Turning right Police vehicle Other motor vehicle 0 V2 N Wet Going ahead Pick-up truck Other motor vehicle 101 2011/01/09 Sun 14:11 Clear Daylight Angle P.D. only V1 N Wet Turning left Automobile, station Other motor vehicle 0 V2 E Wet Going ahead Automobile, station Other motor vehicle 102 2011/09/13 Tue 15:10 Clear Daylight Turning Non-fatal V1 W Wet Turning left Automobile, station Cyclist 0 V2 E Wet Going ahead Bicycle Other motor vehicle 103 2012/04/30 Mo 16:35 Clear Daylight Single vehicle Non-fatal V1 N Dry Turning left Automobile, station Pedestrian 1

104 2012/06/22 Frid 09:08 Clear Daylight Sideswipe P.D. only V1 W Dry Changing lanes Passenger van Other motor vehicle 0 V2 W Dry Going ahead Delivery van Other motor vehicle 105 2012/06/29 Frid 14:00 Clear Daylight Rear end P.D. only V1 E Dry Slowing or Automobile, station Other motor vehicle 0 V2 E Dry Going ahead Motorcycle Other motor vehicle MONTREAL RD, CYR AVE to HANNAH ST Former Municipality: Vanier Traffic Control: No control Number of Collisions: 1 COLLISION IMPACT TYPE SURFACE VEHICLE DRIVER No. ID DATE DAY TIME ENV LIGHT CLASS DIR COND'N MANOEUVRE VEHICLE TYPE FIRST EVENT ACTION PED 106 2011/10/18 Tue 15:50 Clear Daylight Sideswipe P.D. only V1 E Dry Overtaking Automobile, station Other motor vehicle 0 V2 E Dry Going ahead Automobile, station Other motor vehicle COMMENTS: EXACT LOCATION UNKNOWN.

(Note: Time of Day = "00:00" represents unknown collision time November 14, 2013 Page 9 of 23 Collision Main Detail Summary OnTRAC Reporting System FROM: 2010/01/01 TO: 2013/01/01 MONTREAL RD, DUROCHER ST to SAVARD AVE Former Municipality: Vanier Traffic Control: No control Number of Collisions: 1 COLLISION IMPACT TYPE SURFACE VEHICLE DRIVER No. ID DATE DAY TIME ENV LIGHT CLASS DIR COND'N MANOEUVRE VEHICLE TYPE FIRST EVENT ACTION PED 107 2011/12/11 Sun 13:55 Clear Daylight Angle P.D. only V1 N Dry Turning left Automobile, station Other motor vehicle 0 V2 W Dry Going ahead Pick-up truck Other motor vehicle MONTREAL RD, DUROCHER ST to VANIER PKWY Former Municipality: Vanier Traffic Control: No control Number of Collisions: 14 COLLISION IMPACT TYPE SURFACE VEHICLE DRIVER No. ID DATE DAY TIME ENV LIGHT CLASS DIR COND'N MANOEUVRE VEHICLE TYPE FIRST EVENT ACTION PED 108 2010/02/26 Frid 22:26 Clear Dark Turning P.D. only V1 E Wet Going ahead Automobile, station Other motor vehicle 0 V2 W Wet Turning left Automobile, station Other motor vehicle 109 2010/04/20 Tue 16:45 Clear Daylight Sideswipe P.D. only V1 W Dry Changing lanes Automobile, station Other motor vehicle 0 V2 W Dry Going ahead Automobile, station Other motor vehicle 110 2010/09/01 We 19:27 Clear Dark Sideswipe P.D. only V1 W Dry Pulling away Municipal transit bus Other motor vehicle 0 V2 W Dry Changing lanes Automobile, station Other motor vehicle 111 2011/01/07 Frid 10:48 Snow Daylight Sideswipe P.D. only V1 W Slush Changing lanes Automobile, station Other motor vehicle 0 V2 W Slush Going ahead Automobile, station Other motor vehicle 112 2011/02/09 We 09:50 Clear Daylight Single vehicle Non-fatal V1 N Wet Turning right Passenger van Pedestrian 1 113 2011/09/28 We 20:15 Clear Dark Sideswipe P.D. only V1 E Dry Changing lanes Pick-up truck Other motor vehicle 0 V2 E Dry Going ahead Automobile, station Other motor vehicle 114 2011/10/03 Mo 14:30 Clear Daylight Rear end P.D. only V1 E Dry Going ahead Pick-up truck Other motor vehicle 0 V2 E Dry Stopped Automobile, station Other motor vehicle 115 2011/10/04 Tue 13:20 Clear Daylight Sideswipe Non-fatal V1 W Dry Stopped Automobile, station Other motor vehicle 0 V2 W Dry Overtaking Bicycle Other motor vehicle V3 W Dry Going ahead Passenger van Other motor vehicle 116 2011/10/14 Frid 21:55 Clear Dark Rear end P.D. only V1 W Dry Slowing or Pick-up truck Other motor vehicle 0 V2 W Dry Slowing or Pick-up truck Other motor vehicle 117 2011/10/24 Mo 15:19 Clear Daylight Sideswipe P.D. only V1 E Wet Changing lanes Pick-up truck Other motor vehicle 0 V2 E Wet Going ahead Automobile, station Other motor vehicle

(Note: Time of Day = "00:00" represents unknown collision time November 14, 2013 Page 10 of 23 Collision Main Detail Summary OnTRAC Reporting System FROM: 2010/01/01 TO: 2013/01/01 118 2012/04/28 Sat 13:06 Clear Daylight Turning P.D. only V1 W Dry Turning left Automobile, station Other motor vehicle 0 V2 E Dry Going ahead Automobile, station Other motor vehicle 119 2012/09/06 Thu 08:15 Clear Daylight Turning P.D. only V1 W Dry Turning left Automobile, station Other motor vehicle 0 V2 W Dry Overtaking Pick-up truck Other motor vehicle 120 2012/10/04 Thu 20:50 Clear Dark Turning Non-fatal V1 W Dry Going ahead Bicycle Other motor vehicle 0 V2 E Dry Turning right Automobile, station Cyclist 121 2012/11/02 Frid 11:49 Rain Daylight Other P.D. only V1 E Wet Reversing Truck - closed Other motor vehicle 0 V2 W Wet Stopped Automobile, station Other motor vehicle MONTREAL RD, EMOND ST to SAVARD AVE Former Municipality: Vanier Traffic Control: No control Number of Collisions: 3 COLLISION IMPACT TYPE SURFACE VEHICLE DRIVER No. ID DATE DAY TIME ENV LIGHT CLASS DIR COND'N MANOEUVRE VEHICLE TYPE FIRST EVENT ACTION PED 122 2010/08/08 Sun 17:31 Rain Daylight Rear end P.D. only V1 W Wet Going ahead Automobile, station Other motor vehicle 0 V2 W Wet Stopped Automobile, station Other motor vehicle 123 2011/01/19 We 09:43 Clear Daylight Sideswipe P.D. only V1 E Wet Changing lanes Automobile, station Other motor vehicle 0 V2 E Wet Going ahead Automobile, station Other motor vehicle 124 2012/01/07 Sat 17:55 Clear Dark Single vehicle P.D. only V1 W Dry Going ahead Automobile, station Unattended vehicle 0

MONTREAL RD, MONTGOMERY ST to PALACE ST Former Municipality: Vanier Traffic Control: No control Number of Collisions: 14 COLLISION IMPACT TYPE SURFACE VEHICLE DRIVER No. ID DATE DAY TIME ENV LIGHT CLASS DIR COND'N MANOEUVRE VEHICLE TYPE FIRST EVENT ACTION PED 125 2010/03/26 Frid 15:58 Clear Daylight Turning P.D. only V1 E Dry Going ahead Automobile, station Other motor vehicle 0 V2 W Dry Turning left Pick-up truck Other motor vehicle 126 2010/04/30 Frid 17:51 Clear Daylight Turning Non-fatal V1 E Dry Going ahead Bicycle Other motor vehicle 0 V2 W Dry Turning left Automobile, station Cyclist 127 2010/05/06 Thu 17:30 Clear Daylight Rear end P.D. only V1 W Dry Slowing or Automobile, station Other motor vehicle 0 V2 W Dry Stopped Automobile, station Other motor vehicle 128 2010/07/07 We 18:04 Clear Daylight Single vehicle Non-fatal V1 N Dry Turning left Automobile, station Pedestrian 1

(Note: Time of Day = "00:00" represents unknown collision time November 14, 2013 Page 11 of 23 Collision Main Detail Summary OnTRAC Reporting System FROM: 2010/01/01 TO: 2013/01/01 129 2010/09/26 Sun 02:30 Rain Dark Turning P.D. only V1 W Wet Going ahead Automobile, station Other motor vehicle 0 V2 W Wet Making U-Turn Automobile, station Other motor vehicle 130 2010/11/03 We 15:23 Clear Daylight Turning P.D. only V1 E Dry Going ahead Automobile, station Other motor vehicle 0 V2 W Dry Turning left Automobile, station Other motor vehicle 131 2011/06/20 Mo 18:33 Clear Daylight Rear end P.D. only V1 W Dry Going ahead Automobile, station Other motor vehicle 0 V2 W Dry Stopped Pick-up truck Other motor vehicle 132 2011/11/25 Frid 17:20 Clear Dusk Turning P.D. only V1 W Dry Turning left Automobile, station Other motor vehicle 0 V2 E Dry Going ahead Automobile, station Other motor vehicle 133 2012/02/02 Thu 16:10 Clear Daylight Angle P.D. only V1 N Wet Turning left Delivery van Other motor vehicle 0 V2 E Wet Going ahead Pick-up truck Other motor vehicle 134 2012/02/03 Frid 18:15 Snow Dusk Single vehicle Non-fatal V1 E Loose snow Slowing or Municipal transit bus Pedestrian 1 135 2012/02/15 We 20:30 Clear Dark Sideswipe P.D. only V1 W Dry Going ahead Automobile, station Other motor vehicle 0 V2 W Dry Stopped Automobile, station Other motor vehicle 136 2012/05/07 Mo 15:28 Clear Daylight Rear end P.D. only V1 E Dry Slowing or Passenger van Other motor vehicle 0 V2 E Dry Stopped Automobile, station Other motor vehicle 137 2012/07/12 Thu 15:50 Clear Daylight Rear end Non-fatal V1 E Dry Going ahead Pick-up truck Other motor vehicle 0 V2 E Dry Stopped Automobile, station Other motor vehicle 138 2012/09/11 Tue 17:03 Clear Daylight Sideswipe P.D. only V1 E Dry Changing lanes Automobile, station Other motor vehicle 0 V2 E Dry Going ahead Municipal transit bus Other motor vehicle MONTREAL RD, MONTGOMERY ST to NORTH RIVER RD Former Municipality: Vanier Traffic Control: No control Number of Collisions: 5 COLLISION IMPACT TYPE SURFACE VEHICLE DRIVER No. ID DATE DAY TIME ENV LIGHT CLASS DIR COND'N MANOEUVRE VEHICLE TYPE FIRST EVENT ACTION PED 139 2010/01/08 Frid 06:40 Clear Dark Other P.D. only V1 E Wet Reversing Automobile, station Pole (utility, tower) 0 V2 W Wet Going ahead Automobile, station Other motor vehicle 140 2010/03/18 Thu 01:07 Clear Dark Single vehicle P.D. only V1 E Dry Going ahead Automobile, station Ran off road 0

(Note: Time of Day = "00:00" represents unknown collision time November 14, 2013 Page 12 of 23 Collision Main Detail Summary OnTRAC Reporting System FROM: 2010/01/01 TO: 2013/01/01 141 2010/07/24 Sat 13:06 Clear Daylight Turning P.D. only V1 W Dry Going ahead Pick-up truck Other motor vehicle 0 V2 W Dry Turning right Passenger van Other motor vehicle 142 2011/08/18 Thu 15:40 Rain Daylight Sideswipe P.D. only V1 E Wet Going ahead Automobile, station Other motor vehicle 0 V2 E Wet Changing lanes Automobile, station Other motor vehicle 143 2011/09/26 Mo 11:34 Clear Daylight Sideswipe P.D. only V1 W Dry Changing lanes Municipal transit bus Cyclist 0 V2 W Dry Going ahead Bicycle Other motor vehicle MONTREAL RD & NORTH RIVER RD Former Municipality: Vanier Traffic Control: Traffic signal Number of Collisions: 21 COLLISION IMPACT TYPE SURFACE VEHICLE DRIVER No. ID DATE DAY TIME ENV LIGHT CLASS DIR COND'N MANOEUVRE VEHICLE TYPE FIRST EVENT ACTION PED 144 2010/01/13 We 16:00 Clear Daylight Rear end P.D. only V1 E Wet Going ahead Automobile, station Other motor vehicle 0 V2 E Wet Turning right Automobile, station Other motor vehicle 145 2010/07/21 We 07:44 Clear Daylight Sideswipe Non-fatal V1 E Dry Overtaking Municipal transit bus Cyclist 0 V2 E Dry Going ahead Bicycle Other motor vehicle 146 2010/09/13 Mo 21:50 Clear Dark Rear end P.D. only V1 E Wet Going ahead Pick-up truck Other motor vehicle 0 V2 E Wet Stopped Automobile, station Other motor vehicle 147 2010/11/28 Sun 02:29 Clear Dark Turning P.D. only V1 W Dry Going ahead Automobile, station Other motor vehicle 0 V2 E Dry Turning left Automobile, station Other motor vehicle 148 2010/12/09 Thu 08:50 Clear Daylight Rear end Non V1 N Dry Turning left Automobile, station Other motor vehicle 0 V2 N Dry Turning left Pick-up truck Other motor vehicle 149 2011/01/06 Thu 02:23 Clear Dark Approaching Non-fatal V1 W Dry Going ahead Automobile, station Other motor vehicle 0 V2 E Dry Going ahead Automobile, station Other motor vehicle 150 2011/02/22 Tue 07:30 Clear Daylight Rear end Non-fatal V1 E Dry Going ahead Automobile, station Other motor vehicle 0 V2 E Dry Stopped Delivery van Other motor vehicle 151 2011/03/15 Tue 08:52 Clear Daylight Single vehicle Non-fatal V1 W Dry Turning left Automobile, station Pedestrian 1

(Note: Time of Day = "00:00" represents unknown collision time November 14, 2013 Page 13 of 23 Collision Main Detail Summary OnTRAC Reporting System FROM: 2010/01/01 TO: 2013/01/01 152 2011/04/15 Frid 16:02 Clear Daylight Turning Non-fatal V1 E Dry Going ahead Bicycle Other motor vehicle 0 V2 W Dry Turning left Automobile, station Cyclist 153 2011/04/28 Thu 20:42 Rain Dark Turning P.D. only V1 N Wet Turning left Automobile, station Other motor vehicle 0 V2 S Wet Going ahead Automobile, station Other motor vehicle 154 2011/06/05 Sun 20:36 Clear Dusk Single vehicle Non-fatal V1 E Dry Turning right Automobile, station Ran off road 0 155 2011/06/16 Thu 17:36 Clear Daylight Turning P.D. only V1 S Dry Going ahead Automobile, station Other motor vehicle 0 V2 N Dry Turning left Passenger van Other motor vehicle 156 2011/09/19 Mo 14:25 Clear Daylight Rear end P.D. only V1 E Dry Turning right Automobile, station Other motor vehicle 0 V2 E Dry Turning right Automobile, station Other motor vehicle 157 2011/10/14 Frid 19:14 Rain Dark Turning P.D. only V1 N Wet Turning left Automobile, station Other motor vehicle 0 V2 S Wet Going ahead Automobile, station Other motor vehicle 158 2011/11/01 Tue 17:59 Clear Dark Turning P.D. only V1 N Dry Turning left Automobile, station Other motor vehicle 0 V2 S Dry Going ahead Motorcycle Other motor vehicle 159 2011/11/26 Sat 13:19 Clear Daylight Turning P.D. only V1 E Dry Turning left Automobile, station Other motor vehicle 0 V2 W Dry Going ahead Automobile, station Other motor vehicle 160 2011/12/13 Tue 20:10 Clear Dark Approaching P.D. only V1 W Wet Going ahead Automobile, station Other motor vehicle 0 V2 E Wet Going ahead Pick-up truck Other motor vehicle 161 2012/02/24 Frid 19:50 Snow Dark Sideswipe P.D. only V1 W Loose snow Changing lanes Automobile, station Other motor vehicle 0 V2 W Loose snow Going ahead Automobile, station Other motor vehicle 162 2012/06/01 Frid 17:20 Rain Daylight Rear end P.D. only V1 N Wet Changing lanes Truck - closed Other motor vehicle 0 V2 N Wet Stopped Automobile, station Other motor vehicle 163 2012/06/28 Thu 00:04 Clear Dark Turning Non-fatal V1 W Dry Turning left Automobile, station Other motor vehicle 0 V2 E Dry Going ahead Motorcycle Other motor vehicle 164 2012/07/12 Thu 16:00 Clear Daylight Angle Non-fatal V1 W Dry Turning left Automobile, station Cyclist 0 V2 S Dry Going ahead Bicycle Other motor vehicle MONTREAL RD & PALACE ST Former Municipality: Vanier Traffic Control: No control Number of Collisions: 7 COLLISION IMPACT TYPE SURFACE VEHICLE DRIVER No. ID DATE DAY TIME ENV LIGHT CLASS DIR COND'N MANOEUVRE VEHICLE TYPE FIRST EVENT ACTION PED

(Note: Time of Day = "00:00" represents unknown collision time November 14, 2013 Page 14 of 23 Collision Main Detail Summary OnTRAC Reporting System FROM: 2010/01/01 TO: 2013/01/01 165 2010/04/01 Thu 17:58 Clear Daylight Sideswipe P.D. only V1 E Dry Changing lanes Automobile, station Other motor vehicle 0 V2 E Dry Going ahead Motorcycle Other motor vehicle 166 2010/10/13 We 17:58 Clear Daylight Turning Non-fatal V1 W Dry Turning left Automobile, station Other motor vehicle 0 V2 E Dry Going ahead Motorcycle Other motor vehicle 167 2011/03/25 Frid 12:46 Clear Daylight Turning P.D. only V1 W Dry Turning left Bus (other) Other motor vehicle 0 V2 E Dry Stopped Automobile, station Other motor vehicle 168 2011/06/01 We 13:30 Clear Daylight Turning P.D. only V1 E Dry Going ahead Pick-up truck Other motor vehicle 0 V2 W Dry Turning left Pick-up truck Other motor vehicle 169 2011/06/17 Frid 16:35 Clear Daylight Turning P.D. only V1 W Dry Turning left Automobile, station Other motor vehicle 0 V2 E Dry Going ahead Automobile, station Other motor vehicle 170 2012/09/13 Thu 15:15 Clear Daylight Rear end Non-fatal V1 E Dry Slowing or Pick-up truck Other motor vehicle 0 V2 E Dry Stopped Automobile, station Other motor vehicle 171 2012/10/26 Frid 16:56 Clear Dusk Turning P.D. only V1 W Dry Turning left Pick-up truck Other motor vehicle 0 V2 E Dry Going ahead Automobile, station Other motor vehicle MONTREAL RD, PALACE ST to VANIER PKWY Former Municipality: Vanier Traffic Control: No control Number of Collisions: 31 COLLISION IMPACT TYPE SURFACE VEHICLE DRIVER No. ID DATE DAY TIME ENV LIGHT CLASS DIR COND'N MANOEUVRE VEHICLE TYPE FIRST EVENT ACTION PED 172 2010/02/08 Mo 22:06 Clear Dark Rear end P.D. only V1 W Dry Changing lanes Automobile, station Other motor vehicle 0 V2 W Dry Turning left Automobile, station Other motor vehicle 173 2010/03/16 Tue 16:10 Clear Daylight Angle P.D. only V1 W Dry Going ahead Automobile, station Other motor vehicle 0 V2 N Dry Turning left Automobile, station Other motor vehicle 174 2010/05/10 Mo 15:45 Clear Daylight Turning P.D. only V1 W Dry Turning left Automobile, station Other motor vehicle 0 V2 E Dry Going ahead Automobile, station Other motor vehicle 175 2010/05/29 Sat 10:58 Clear Daylight Turning P.D. only V1 E Dry Going ahead Automobile, station Other motor vehicle 0 V2 W Dry Turning left Automobile, station Other motor vehicle

(Note: Time of Day = "00:00" represents unknown collision time November 14, 2013 Page 15 of 23 Collision Main Detail Summary OnTRAC Reporting System FROM: 2010/01/01 TO: 2013/01/01 176 2010/06/06 Sun 11:55 Rain Daylight Angle P.D. only V1 N Wet Turning right Pick-up truck Other motor vehicle 0 V2 W Wet Going ahead Ambulance Other motor vehicle 177 2010/06/25 Frid 17:51 Clear Daylight Rear end P.D. only V1 W Dry Going ahead Automobile, station Other motor vehicle 0 V2 W Dry Slowing or Automobile, station Other motor vehicle V3 W Dry Slowing or Automobile, station Other motor vehicle 178 2010/08/07 Sat 14:44 Clear Daylight Turning P.D. only V1 W Dry Turning left Automobile, station Other motor vehicle 0 V2 E Dry Going ahead Automobile, station Other motor vehicle 179 2010/08/26 Thu 08:42 Clear Daylight Turning Non-fatal V1 W Dry Going ahead Bicycle Other motor vehicle 0 V2 E Dry Turning left Truck - open Cyclist 180 2010/10/01 Frid 14:00 Clear Daylight Rear end P.D. only V1 W Dry Going ahead Police vehicle Other motor vehicle 0 V2 W Dry Stopped Automobile, station Other motor vehicle 181 2010/10/22 Frid 07:46 Clear Daylight Angle P.D. only V1 E Dry Going ahead Pick-up truck Other motor vehicle 0 V2 N Dry Turning right Automobile, station Other motor vehicle 182 2010/12/16 Thu 21:28 Snow Dark Turning P.D. only V1 E Loose snow Going ahead Automobile, station Other motor vehicle 0 V2 W Loose snow Turning left Pick-up truck Other motor vehicle 183 2011/02/25 Frid 17:27 Clear Dusk Sideswipe P.D. only V1 W Dry Changing lanes Automobile, station Other motor vehicle 0 V2 W Dry Going ahead Pick-up truck Other motor vehicle 184 2011/06/10 Frid 17:40 Clear Daylight Angle P.D. only V1 N Dry Turning right Automobile, station Other motor vehicle 0 V2 E Dry Going ahead Automobile, station Other motor vehicle 185 2011/06/30 Thu 10:59 Clear Daylight Turning P.D. only V1 E Dry Going ahead Automobile, station Other motor vehicle 0 V2 W Dry Turning left Pick-up truck Other motor vehicle 186 2011/07/29 Frid 16:42 Clear Daylight Angle Non-fatal V1 W Dry Going ahead Bicycle Other motor vehicle 0 V2 N Dry Going ahead Automobile, station Cyclist 187 2011/09/12 Mo 16:14 Clear Daylight Approaching Non-fatal V1 E Dry Going ahead Pick-up truck Other motor vehicle 0 V2 W Dry Going ahead Passenger van Other motor vehicle V3 W Dry Going ahead Automobile, station Other motor vehicle V4 E Dry Going ahead Automobile, station Other motor vehicle V5 W Dry Going ahead Automobile, station Other motor vehicle V6 S Dry Pulling away Pick-up truck Other motor vehicle

(Note: Time of Day = "00:00" represents unknown collision time November 14, 2013 Page 16 of 23 Collision Main Detail Summary OnTRAC Reporting System FROM: 2010/01/01 TO: 2013/01/01 188 2011/09/29 Thu 11:40 Clear Daylight Angle P.D. only V1 N Wet Turning left Police vehicle Other motor vehicle 0 V2 W Wet Stopped Automobile, station Other motor vehicle 189 2011/10/14 Frid 15:43 Rain Daylight Turning P.D. only V1 W Wet Turning left Police vehicle Other motor vehicle 0 V2 E Wet Going ahead Automobile, station Other motor vehicle 190 2011/10/23 Sun 09:25 Clear Daylight Angle P.D. only V1 N Dry Turning right Bicycle Other motor vehicle 0 V2 W Dry Turning left Automobile, station Other motor vehicle 191 2011/12/23 Frid 11:03 Clear Daylight Turning P.D. only V1 W Wet Turning left Pick-up truck Other motor vehicle 0 V2 E Wet Going ahead Automobile, station Other motor vehicle 192 2012/01/11 We 08:41 Clear Daylight Sideswipe P.D. only V1 W Dry Unknown Truck and trailer Other motor vehicle 0 V2 W Dry Stopped Municipal transit bus Other motor vehicle 193 2012/01/16 Mo 11:40 Clear Daylight Turning P.D. only V1 E Packed snow Turning right Pick-up truck Other motor vehicle 0 V2 E Packed snow Going ahead Passenger van Other motor vehicle 194 2012/01/22 Sun 12:49 Clear Daylight Angle P.D. only V1 N Wet Slowing or Pick-up truck Other motor vehicle 0 V2 E Wet Going ahead Passenger van Other motor vehicle 195 2012/03/31 Sat 10:34 Clear Daylight Turning P.D. only V1 W Dry Turning left Automobile, station Other motor vehicle 0 V2 E Dry Going ahead Pick-up truck Other motor vehicle 196 2012/05/09 We 17:35 Clear Daylight Turning P.D. only V1 W Dry Turning left Automobile, station Other motor vehicle 0 V2 E Dry Going ahead Automobile, station Other motor vehicle 197 2012/05/22 Tue 11:50 Clear Daylight Turning P.D. only V1 W Wet Turning left Automobile, station Other motor vehicle 0 V2 E Wet Going ahead Automobile, station Other motor vehicle 198 2012/07/11 We 07:39 Clear Daylight Other P.D. only V1 N Dry Reversing Pick-up truck Other motor vehicle 0 V2 E Dry Stopped Automobile, station Other motor vehicle 199 2012/07/12 Thu 13:44 Clear Daylight Turning P.D. only V1 W Dry Turning left Automobile, station Other motor vehicle 0 V2 E Dry Going ahead Automobile, station Other motor vehicle 200 2012/08/23 Thu 12:30 Clear Daylight Turning P.D. only V1 W Dry Turning left Pick-up truck Other motor vehicle 0 V2 E Dry Going ahead Passenger van Other motor vehicle

(Note: Time of Day = "00:00" represents unknown collision time November 14, 2013 Page 17 of 23 Collision Main Detail Summary OnTRAC Reporting System FROM: 2010/01/01 TO: 2013/01/01 201 2012/09/13 Thu 16:03 Clear Daylight Turning P.D. only V1 W Dry Turning left Automobile, station Other motor vehicle 0 V2 E Dry Going ahead Automobile, station Other motor vehicle 202 2012/12/04 Tue 16:52 Rain Dark Sideswipe Non V1 W Dry Unknown Passenger van Other motor vehicle 0 V2 W Dry Changing lanes Municipal transit bus Other motor vehicle MONTREAL RD & SAVARD AVE Former Municipality: Vanier Traffic Control: Stop sign Number of Collisions: 6 COLLISION IMPACT TYPE SURFACE VEHICLE DRIVER No. ID DATE DAY TIME ENV LIGHT CLASS DIR COND'N MANOEUVRE VEHICLE TYPE FIRST EVENT ACTION PED 203 2010/10/18 Mo 12:59 Clear Daylight Angle P.D. only V1 E Dry Going ahead Automobile, station Other motor vehicle 0 V2 S Dry Turning left Pick-up truck Other motor vehicle V3 N Dry Stopped Automobile, station Other motor vehicle 204 2011/07/09 Sat 16:48 Clear Daylight Sideswipe P.D. only V1 E Dry Turning right School bus Other motor vehicle 0 V2 E Dry Going ahead Automobile, station Other motor vehicle 205 2012/04/27 Frid 16:30 Clear Daylight Angle P.D. only V1 N Dry Turning left Pick-up truck Other motor vehicle 0 V2 W Dry Slowing or Passenger van Other motor vehicle 206 2012/09/24 Mo 15:29 Clear Daylight Turning P.D. only V1 E Dry Overtaking Motorcycle Other motor vehicle 0 V2 W Dry Turning left Automobile, station Other motor vehicle 207 2012/11/18 Sun 12:50 Clear Daylight Sideswipe P.D. only V1 W Dry Overtaking Ambulance Other motor vehicle 0 V2 W Dry Stopped Car and trailer Other motor vehicle 208 2012/12/31 Mo 11:07 Snow Daylight Sideswipe P.D. only V1 E Slush Changing lanes Pick-up truck Other motor vehicle 0 V2 E Slush Going ahead Automobile, station Other motor vehicle MONTREAL RD & VANIER PKWY Former Municipality: Vanier Traffic Control: Traffic signal Number of Collisions: 40 COLLISION IMPACT TYPE SURFACE VEHICLE DRIVER No. ID DATE DAY TIME ENV LIGHT CLASS DIR COND'N MANOEUVRE VEHICLE TYPE FIRST EVENT ACTION PED 209 2010/01/10 Sun 11:45 Clear Daylight Other P.D. only V1 S Dry Reversing Automobile, station Other motor vehicle 0 V2 N Dry Stopped Pick-up truck Other motor vehicle 210 2010/01/25 Mo 22:50 Clear Dark Angle Non-fatal V1 S Wet Going ahead Passenger van Other motor vehicle 0 V2 W Wet Going ahead Automobile, station Other motor vehicle (Note: Time of Day = "00:00" represents unknown collision time November 14, 2013 Page 18 of 23 Collision Main Detail Summary OnTRAC Reporting System FROM: 2010/01/01 TO: 2013/01/01 211 2010/02/01 Mo 11:14 Clear Daylight Rear end P.D. only V1 N Wet Going ahead Pick-up truck Other motor vehicle 0 V2 N Wet Slowing or Automobile, station Other motor vehicle 212 2010/02/15 Mo 06:35 Clear Dark Rear end P.D. only V1 S Dry Going ahead Pick-up truck Other motor vehicle 0 V2 S Dry Stopped Automobile, station Other motor vehicle 213 2010/03/22 Mo 16:15 Clear Daylight Single vehicle P.D. only V1 E Dry Going ahead Passenger van Curb 0 214 2010/04/19 Mo 08:20 Clear Daylight Rear end P.D. only V1 N Dry Going ahead Automobile, station Other motor vehicle 0 V2 N Dry Stopped Automobile, station Other motor vehicle V3 N Dry Stopped Automobile, station Other motor vehicle 215 2010/06/27 Sun 22:14 Rain Dark Rear end P.D. only V1 N Wet Turning left Automobile, station Other motor vehicle 0 V2 N Wet Turning left Pick-up truck Other motor vehicle 216 2010/10/02 Sat 13:23 Clear Daylight Sideswipe P.D. only V1 W Dry Changing lanes Pick-up truck Other motor vehicle 0 V2 W Dry Slowing or Automobile, station Other motor vehicle 217 2010/10/14 Thu 16:19 Clear Daylight Rear end P.D. only V1 N Dry Going ahead Pick-up truck Other motor vehicle 0 V2 N Dry Slowing or Pick-up truck Other motor vehicle 218 2010/11/06 Sat 12:27 Clear Daylight Sideswipe P.D. only V1 W Dry Changing lanes Pick-up truck Other motor vehicle 0 V2 W Dry Going ahead Automobile, station Other motor vehicle 219 2010/11/14 Sun 12:50 Clear Daylight Angle P.D. only V1 W Dry Going ahead Automobile, station Other motor vehicle 0 V2 N Dry Going ahead Pick-up truck Other motor vehicle 220 2010/11/24 We 16:10 Clear Daylight Single vehicle P.D. only V1 E Dry Turning left Automobile, station Pedestrian 1 221 2011/01/11 Tue 16:15 Clear Daylight Rear end Non V1 N Dry Going ahead Pick-up truck Other motor vehicle 0 V2 N Dry Stopped Automobile, station Other motor vehicle 222 2011/02/03 Thu 14:19 Snow Daylight Single vehicle P.D. only V1 W Loose snow Going ahead Automobile, station Fence / Noise barrier 0 223 2011/03/14 Mo 14:51 Clear Daylight Sideswipe P.D. only V1 S Wet Turning left Truck - dump Other motor vehicle 0 V2 S Wet Changing lanes Automobile, station Other motor vehicle 224 2011/04/07 Thu 11:12 Clear Daylight Other P.D. only V1 S Dry Reversing Pick-up truck Other motor vehicle 0 V2 N Dry Stopped Automobile, station Other motor vehicle (Note: Time of Day = "00:00" represents unknown collision time November 14, 2013 Page 19 of 23 Collision Main Detail Summary OnTRAC Reporting System FROM: 2010/01/01 TO: 2013/01/01 225 2011/05/24 Tue 11:14 Clear Daylight Rear end P.D. only V1 N Dry Going ahead Pick-up truck Other motor vehicle 0 V2 N Dry Slowing or Passenger van Other motor vehicle 226 2011/06/10 Frid 21:44 Clear Dark Sideswipe Non-fatal V1 W Dry Going ahead Automobile, station Cyclist 0 V2 W Dry Going ahead Bicycle Other motor vehicle 227 2011/06/27 Mo 19:16 Clear Daylight Rear end P.D. only V1 N Dry Going ahead Automobile, station Other motor vehicle 0 V2 N Dry Stopped Automobile, station Other motor vehicle 228 2011/08/25 Thu 13:02 Clear Daylight Angle Non-fatal V1 N Dry Going ahead Automobile, station Other motor vehicle 0 V2 W Dry Going ahead Automobile, station Other motor vehicle 229 2011/09/20 Tue 17:40 Clear Daylight Rear end Non V1 N Dry Going ahead Pick-up truck Other motor vehicle 0 V2 N Dry Slowing or Automobile, station Other motor vehicle 230 2011/10/06 Thu 17:44 Clear Daylight Rear end P.D. only V1 N Dry Turning right Automobile, station Other motor vehicle 0 V2 N Dry Turning right Automobile, station Other motor vehicle 231 2011/10/14 Frid 16:00 Rain Daylight Sideswipe P.D. only V1 W Wet Changing lanes Automobile, station Other motor vehicle 0 V2 W Wet Turning left Automobile, station Other motor vehicle 232 2011/10/24 Mo 14:30 Rain Daylight Single vehicle Non-fatal V1 N Wet Turning right Pick-up truck Pedestrian 1 233 2011/10/28 Frid 08:20 Clear Daylight Rear end Non-fatal V1 W Dry Going ahead Passenger van Other motor vehicle 0 V2 W Dry Going ahead Pick-up truck Other motor vehicle 234 2011/11/26 Sat 19:37 Clear Dark Rear end P.D. only V1 E Dry Unknown Automobile, station Other motor vehicle 0 V2 E Dry Stopped Automobile, station Other motor vehicle 235 2012/01/12 Thu 10:10 Snow Daylight Sideswipe Non V1 E Loose snow Changing lanes Pick-up truck Other motor vehicle 0 V2 E Loose snow Stopped Police vehicle Other motor vehicle 236 2012/02/04 Sat 21:08 Clear Dark Single vehicle Non-fatal V1 W Dry Turning left Automobile, station Pedestrian 1 237 2012/03/19 Mo 11:33 Clear Daylight Rear end P.D. only V1 N Dry Going ahead Pick-up truck Other motor vehicle 0 V2 N Dry Slowing or Automobile, station Other motor vehicle 238 2012/03/24 Sat 09:45 Clear Daylight Rear end P.D. only V1 N Dry Turning right Automobile, station Other motor vehicle 0 V2 N Dry Turning right Automobile, station Other motor vehicle 239 2012/04/10 Tue 15:19 Clear Daylight Sideswipe P.D. only V1 E Dry Overtaking Delivery van Other motor vehicle 0 V2 E Dry Going ahead Automobile, station Other motor vehicle

(Note: Time of Day = "00:00" represents unknown collision time November 14, 2013 Page 20 of 23 Collision Main Detail Summary OnTRAC Reporting System FROM: 2010/01/01 TO: 2013/01/01 240 2012/05/18 Frid 15:29 Clear Daylight Rear end P.D. only V1 N Dry Going ahead Pick-up truck Other motor vehicle 0 V2 N Dry Going ahead Automobile, station Other motor vehicle 241 2012/05/23 We 08:30 Clear Daylight Rear end P.D. only V1 N Dry Slowing or Automobile, station Other motor vehicle 0 V2 N Dry Stopped Automobile, station Other motor vehicle 242 2012/06/23 Sat 23:42 Clear Dark Rear end P.D. only V1 W Dry Going ahead Automobile, station Other motor vehicle 0 V2 W Dry Stopped Automobile, station Other motor vehicle V3 W Dry Stopped Pick-up truck Other motor vehicle 243 2012/07/11 We 10:30 Clear Daylight Sideswipe P.D. only V1 N Dry Turning right Automobile, station Other motor vehicle 0 V2 N Dry Turning right Automobile, station Other motor vehicle 244 2012/08/23 Thu 14:55 Clear Daylight Rear end P.D. only V1 S Dry Going ahead Delivery van Other motor vehicle 0 V2 S Dry Stopped Automobile, station Other motor vehicle 245 2012/10/12 Frid 09:23 Clear Daylight Turning Non-fatal V1 E Dry Turning right Automobile, station Other motor vehicle 0 V2 E Dry Going ahead Municipal transit bus Other motor vehicle 246 2012/11/14 We 18:22 Clear Dark Turning P.D. only V1 W Dry Turning left Automobile, station Other motor vehicle 0 V2 E Dry Going ahead Passenger van Other motor vehicle 247 2012/11/24 Sat 23:00 Clear Dark Turning P.D. only V1 E Dry Turning left Pick-up truck Other motor vehicle 0 V2 W Dry Going ahead Automobile, station Other motor vehicle 248 2012/12/25 Tue 22:45 Clear Dark Sideswipe P.D. only V1 W Ice Slowing or Pick-up truck Other motor vehicle 0 V2 W Packed snow Slowing or Automobile, station Skidding/Sliding VANIER PKWY NB, DESCHAMPS AVE to MONTREAL RD Former Municipality: Vanier Traffic Control: No control Number of Collisions: 2 COLLISION IMPACT TYPE SURFACE VEHICLE DRIVER No. ID DATE DAY TIME ENV LIGHT CLASS DIR COND'N MANOEUVRE VEHICLE TYPE FIRST EVENT ACTION PED 249 2011/04/16 Sat 11:32 Clear Daylight Sideswipe P.D. only V1 N Wet Going ahead Automobile, station Other motor vehicle 0 V2 N Wet Going ahead Automobile, station Other motor vehicle 250 2011/06/03 Frid 18:40 Clear Daylight Sideswipe Non-fatal V1 N Dry Going ahead Automobile, station Cyclist 0 V2 N Dry Changing lanes Bicycle Other motor vehicle VANIER PKWY NB, MCARTHUR AVE to MONTREAL RD Former Municipality: Vanier Traffic Control: No control Number of Collisions: 3 COLLISION IMPACT TYPE SURFACE VEHICLE DRIVER No. ID DATE DAY TIME ENV LIGHT CLASS DIR COND'N MANOEUVRE VEHICLE TYPE FIRST EVENT ACTION PED

(Note: Time of Day = "00:00" represents unknown collision time November 14, 2013 Page 21 of 23 Collision Main Detail Summary OnTRAC Reporting System FROM: 2010/01/01 TO: 2013/01/01 251 2010/08/31 Tue 09:02 Clear Daylight Rear end P.D. only V1 N Dry Going ahead Automobile, station Other motor vehicle 0 V2 N Dry Going ahead Automobile, station Other motor vehicle V3 N Dry Going ahead Automobile, station Other motor vehicle 252 2012/01/16 Mo 14:19 Clear Daylight Sideswipe Non-fatal V1 N Packed snow Changing lanes Automobile, station Other motor vehicle 0 V2 N Packed snow Going ahead Automobile, station Other motor vehicle 253 2012/11/15 Thu 17:58 Clear Dark Rear end Non-fatal V1 N Dry Going ahead Pick-up truck Other motor vehicle 0 V2 N Dry Stopped Automobile, station Other motor vehicle VANIER PKWY SB, DESCHAMPS AVE to MONTREAL RD Former Municipality: Vanier Traffic Control: No control Number of Collisions: 3 COLLISION IMPACT TYPE SURFACE VEHICLE DRIVER No. ID DATE DAY TIME ENV LIGHT CLASS DIR COND'N MANOEUVRE VEHICLE TYPE FIRST EVENT ACTION PED 254 2010/05/25 Tue 08:41 Clear Daylight Rear end Non-fatal V1 S Dry Going ahead Pick-up truck Other motor vehicle 0 V2 S Dry Stopped Passenger van Other motor vehicle V3 S Dry Going ahead Automobile, station Other motor vehicle 255 2011/01/30 Sun 13:11 Clear Daylight Rear end P.D. only V1 S Dry Going ahead Pick-up truck Other motor vehicle 0 V2 S Dry Slowing or Automobile, station Other motor vehicle 256 2012/11/23 Frid 13:39 Rain Daylight Rear end P.D. only V1 S Wet Going ahead Automobile, station Other motor vehicle 0 V2 S Wet Going ahead Automobile, station Other motor vehicle VANIER PKWY SB, MCARTHUR AVE to MONTREAL RD Former Municipality: Vanier Traffic Control: No control Number of Collisions: 7 COLLISION IMPACT TYPE SURFACE VEHICLE DRIVER No. ID DATE DAY TIME ENV LIGHT CLASS DIR COND'N MANOEUVRE VEHICLE TYPE FIRST EVENT ACTION PED 257 2011/02/13 Sun 13:47 Snow Daylight Rear end P.D. only V1 S Slush Pulling onto Pick-up truck Other motor vehicle 0 V2 S Slush Pulling onto Automobile, station Other motor vehicle 258 2011/03/05 Sat 20:15 Unknow Dark Rear end P.D. only V1 S Unknown Going ahead Pick-up truck Other motor vehicle 0 V2 S Unknown Slowing or Automobile, station Other motor vehicle 259 2011/04/14 Thu 17:20 Clear Daylight Sideswipe P.D. only V1 S Dry Changing lanes Pick-up truck Other motor vehicle 0 V2 S Dry Going ahead Automobile, station Other motor vehicle 260 2011/06/06 Mo 11:14 Clear Daylight Sideswipe P.D. only V1 S Dry Changing lanes Automobile, station Other motor vehicle 0 V2 S Dry Going ahead Automobile, station Other motor vehicle (Note: Time of Day = "00:00" represents unknown collision time November 14, 2013 Page 22 of 23 Collision Main Detail Summary OnTRAC Reporting System FROM: 2010/01/01 TO: 2013/01/01 261 2011/09/16 Frid 10:30 Clear Daylight Rear end P.D. only V1 S Dry Slowing or Pick-up truck Other motor vehicle 0 V2 S Dry Stopped Pick-up truck Other motor vehicle 262 2012/04/23 Mo 18:00 Clear Daylight Rear end Non-fatal V1 S Dry Slowing or Automobile, station Other motor vehicle 0 V2 S Dry Stopped Automobile, station Other motor vehicle 263 2012/10/24 We 20:10 Clear Dark Rear end P.D. only V1 S Dry Going ahead Automobile, station Other motor vehicle 0 V2 S Dry Stopped Automobile, station Other motor vehicle

(Note: Time of Day = "00:00" represents unknown collision time November 14, 2013 Page 23 of 23 APPENDIX D

TRIP GENERATION DATA

APPENDIX E

SYNCHRO ANALYSES OUTPUT

Existing (2014) Traffic

Lanes, Volumes, Timings Existing (2014) AM 1: Montreal Road & Vanier Parkway

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 39 369 103 142 494 161 161 767 100 155 978 69 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Storage Length (m) 50.0 0.0 50.0 0.0 100.0 90.0 100.0 90.0 Storage Lanes 1 0 1 0 1 1 1 1 Taper Length (m) 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.91 1.00 1.00 0.91 1.00 Frt 0.967 0.963 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1695 3278 0 1695 3265 0 1695 4871 1517 1695 4871 1517 Flt Permitted 0.390 0.203 0.950 0.950 Satd. Flow (perm) 696 3278 0 362 3265 0 1695 4871 1517 1695 4871 1517 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 27 40 105 73 Link Speed (k/h) 50 50 50 50 Link Distance (m) 302.4 249.3 153.8 154.0 Travel Time (s) 21.8 17.9 11.1 11.1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 41 388 108 149 520 169 169 807 105 163 1029 73 Shared Lane Traffic (%) Lane Group Flow (vph) 41 496 0 149 689 0 169 807 105 163 1029 73 Turn Type Perm pm+pt Prot Perm Prot Perm Protected Phases 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 4 4 3 8 522166 Switch Phase Minimum Initial (s) 10.0 10.0 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s) 38.6 38.6 11.6 38.6 11.3 29.1 29.1 11.3 28.9 28.9 Total Split (s) 39.0 39.0 0.0 16.0 55.0 0.0 27.0 48.0 48.0 27.0 48.0 48.0 Total Split (%) 30.0% 30.0% 0.0% 12.3% 42.3% 0.0% 20.8% 36.9% 36.9% 20.8% 36.9% 36.9% Maximum Green (s) 32.4 32.4 10.3 48.4 20.9 41.9 41.9 21.1 42.1 42.1 Yellow Time (s) 3.3 3.3 3.3 3.3 3.7 3.7 3.7 3.7 3.7 3.7 All-Red Time (s) 3.3 3.3 2.4 3.3 2.4 2.4 2.4 2.2 2.2 2.2 Lost Time Adjust (s) -2.3 -2.3 -2.3 -1.9 -2.3 -2.3 -2.3 -2.1 -2.1 -2.3 -2.1 -2.1 Total Lost Time (s) 4.3 4.3 1.7 3.8 4.3 1.7 3.8 4.0 4.0 3.6 3.8 3.8 Lead/Lag Lag Lag Lead Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None C-Min C-Min None C-Min C-Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 25.0 25.0 25.0 16.0 16.0 16.0 16.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 26.6 26.6 44.9 44.4 20.0 54.0 54.0 19.7 53.7 53.7 Actuated g/C Ratio 0.20 0.20 0.35 0.34 0.15 0.42 0.42 0.15 0.41 0.41 v/c Ratio 0.29 0.72 0.56 0.60 0.65 0.40 0.15 0.63 0.51 0.11 Control Delay 47.5 51.2 37.6 35.2 62.8 29.0 5.9 62.3 31.2 6.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 47.5 51.2 37.6 35.2 62.8 29.0 5.9 62.3 31.2 6.9 LOS DD DD ECAECA

112 Montreal Road Synchro 7 - Report IBI Group July 2014 Lanes, Volumes, Timings Existing (2014) AM 1: Montreal Road & Vanier Parkway

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay 50.9 35.6 32.1 33.8 Approach LOS DDCC Queue Length 50th (m) 8.3 55.1 24.8 65.7 37.8 49.1 0.0 36.5 66.8 0.0 Queue Length 95th (m) 17.4 68.0 38.4 79.8 57.6 67.4 11.5 55.6 88.5 9.6 Internal Link Dist (m) 278.4 225.3 129.8 130.0 Turn Bay Length (m) 50.0 50.0 100.0 90.0 100.0 90.0 Base Capacity (vph) 186 895 271 1298 307 2026 692 310 2014 670 Starvation Cap Reductn 0 0 0 0 000000 Spillback Cap Reductn 0 0 0 0 000000 Storage Cap Reductn 0 0 0 0 000000 Reduced v/c Ratio 0.22 0.55 0.55 0.53 0.55 0.40 0.15 0.53 0.51 0.11 Intersection Summary Area Type: Other Cycle Length: 130 Actuated Cycle Length: 130 Offset: 87 (67%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 95 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.72 Intersection Signal Delay: 36.2 Intersection LOS: D Intersection Capacity Utilization 71.4% ICU Level of Service C Analysis Period (min) 15

Splits and Phases: 1: Montreal Road & Vanier Parkway

112 Montreal Road Synchro 7 - Report IBI Group July 2014 Lanes, Volumes, Timings Existing (2014) PM 1: Montreal Road & Vanier Parkway

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 26 246 100 175 410 184 274 1044 110 182 917 71 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Storage Length (m) 50.0 0.0 50.0 0.0 100.0 90.0 100.0 90.0 Storage Lanes 1 0 1 0 1 1 1 1 Taper Length (m) 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.91 1.00 1.00 0.91 1.00 Frt 0.957 0.954 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1695 3244 0 1695 3234 0 1695 4871 1517 1695 4871 1517 Flt Permitted 0.414 0.257 0.950 0.950 Satd. Flow (perm) 739 3244 0 459 3234 0 1695 4871 1517 1695 4871 1517 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 48 66 116 75 Link Speed (k/h) 50 50 50 50 Link Distance (m) 279.2 249.3 153.8 154.0 Travel Time (s) 20.1 17.9 11.1 11.1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 27 259 105 184 432 194 288 1099 116 192 965 75 Shared Lane Traffic (%) Lane Group Flow (vph) 27 364 0 184 626 0 288 1099 116 192 965 75 Turn Type Perm pm+pt Prot Perm Prot Perm Protected Phases 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 4 4 3 8 522166 Switch Phase Minimum Initial (s) 10.0 10.0 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s) 38.6 38.6 10.9 38.6 11.3 29.1 29.1 11.3 29.1 29.1 Total Split (s) 44.0 44.0 0.0 12.0 56.0 0.0 29.0 45.0 45.0 29.0 45.0 45.0 Total Split (%) 33.8% 33.8% 0.0% 9.2% 43.1% 0.0% 22.3% 34.6% 34.6% 22.3% 34.6% 34.6% Maximum Green (s) 37.4 37.4 6.3 49.4 22.9 39.1 39.1 22.9 39.1 39.1 Yellow Time (s) 3.3 3.3 3.3 3.3 3.7 3.7 3.7 3.7 3.7 3.7 All-Red Time (s) 3.3 3.3 2.4 3.3 2.4 2.2 2.2 2.4 2.2 2.2 Lost Time Adjust (s) -2.3 -2.3 -2.3 -1.9 -2.3 -2.3 -2.3 -2.1 -2.1 -2.3 -2.1 -2.1 Total Lost Time (s) 4.3 4.3 1.7 3.8 4.3 1.7 3.8 3.8 3.8 3.8 3.8 3.8 Lead/Lag Lag Lag Lead Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None C-Min C-Min None C-Min C-Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 25.0 25.0 25.0 16.0 16.0 16.0 16.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 20.7 20.7 38.4 37.9 30.4 58.1 58.1 22.2 49.8 49.8 Actuated g/C Ratio 0.16 0.16 0.30 0.29 0.23 0.45 0.45 0.17 0.38 0.38 v/c Ratio 0.23 0.65 0.70 0.63 0.73 0.51 0.16 0.66 0.52 0.12 Control Delay 50.9 49.7 52.5 38.6 56.5 27.8 4.9 61.2 33.3 6.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 50.9 49.7 52.5 38.6 56.5 27.8 4.9 61.2 33.3 6.9 LOS DD DD ECAECA

112 Montreal Road Synchro 7 - Report IBI Group July 2014 Lanes, Volumes, Timings Existing (2014) PM 1: Montreal Road & Vanier Parkway

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay 49.8 41.8 31.5 36.0 Approach LOS DDCD Queue Length 50th (m) 5.7 37.3 32.9 58.1 62.7 70.4 0.0 42.8 67.2 0.0 Queue Length 95th (m) 13.5 49.7 #68.9 78.7 86.6 87.6 10.8 62.2 83.1 9.9 Internal Link Dist (m) 255.2 225.3 129.8 130.0 Turn Bay Length (m) 50.0 50.0 100.0 90.0 100.0 90.0 Base Capacity (vph) 226 1024 263 1326 403 2176 742 339 1867 628 Starvation Cap Reductn 0 0 0 0 000000 Spillback Cap Reductn 0 0 0 0 000000 Storage Cap Reductn 0 0 0 0 000000 Reduced v/c Ratio 0.12 0.36 0.70 0.47 0.71 0.51 0.16 0.57 0.52 0.12 Intersection Summary Area Type: Other Cycle Length: 130 Actuated Cycle Length: 130 Offset: 101 (78%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.73 Intersection Signal Delay: 36.9 Intersection LOS: D Intersection Capacity Utilization 75.1% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

Splits and Phases: 1: Montreal Road & Vanier Parkway

112 Montreal Road Synchro 7 - Report IBI Group July 2014

Future (2018) Background Traffic

Lanes, Volumes, Timings Future (2018) Background AM 1: Montreal Road & Vanier Parkway

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 41 383 107 148 513 167 167 797 104 161 1016 72 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Storage Length (m) 50.0 0.0 50.0 0.0 100.0 90.0 100.0 90.0 Storage Lanes 1 0 1 0 1 1 1 1 Taper Length (m) 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.91 1.00 1.00 0.91 1.00 Frt 0.967 0.963 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1695 3278 0 1695 3265 0 1695 4871 1517 1695 4871 1517 Flt Permitted 0.375 0.196 0.950 0.950 Satd. Flow (perm) 669 3278 0 350 3265 0 1695 4871 1517 1695 4871 1517 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 27 40 109 76 Link Speed (k/h) 50 50 50 50 Link Distance (m) 302.4 249.3 153.8 154.0 Travel Time (s) 21.8 17.9 11.1 11.1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 43 403 113 156 540 176 176 839 109 169 1069 76 Shared Lane Traffic (%) Lane Group Flow (vph) 43 516 0 156 716 0 176 839 109 169 1069 76 Turn Type Perm pm+pt Prot Perm Prot Perm Protected Phases 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 4 4 3 8 522166 Switch Phase Minimum Initial (s) 10.0 10.0 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s) 38.6 38.6 11.6 38.6 11.3 29.1 29.1 11.3 28.9 28.9 Total Split (s) 39.0 39.0 0.0 16.0 55.0 0.0 27.0 48.0 48.0 27.0 48.0 48.0 Total Split (%) 30.0% 30.0% 0.0% 12.3% 42.3% 0.0% 20.8% 36.9% 36.9% 20.8% 36.9% 36.9% Maximum Green (s) 32.4 32.4 10.3 48.4 20.9 41.9 41.9 21.1 42.1 42.1 Yellow Time (s) 3.3 3.3 3.3 3.3 3.7 3.7 3.7 3.7 3.7 3.7 All-Red Time (s) 3.3 3.3 2.4 3.3 2.4 2.4 2.4 2.2 2.2 2.2 Lost Time Adjust (s) -2.3 -2.3 -2.3 -1.9 -2.3 -2.3 -2.3 -2.1 -2.1 -2.3 -2.1 -2.1 Total Lost Time (s) 4.3 4.3 1.7 3.8 4.3 1.7 3.8 4.0 4.0 3.6 3.8 3.8 Lead/Lag Lag Lag Lead Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None C-Min C-Min None C-Min C-Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 25.0 25.0 25.0 16.0 16.0 16.0 16.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 27.4 27.4 45.7 45.2 20.3 53.0 53.0 19.9 52.6 52.6 Actuated g/C Ratio 0.21 0.21 0.35 0.35 0.16 0.41 0.41 0.15 0.40 0.40 v/c Ratio 0.30 0.73 0.58 0.62 0.67 0.42 0.16 0.65 0.54 0.12 Control Delay 47.7 51.1 38.2 35.1 63.8 29.9 5.9 63.2 32.3 6.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 47.7 51.1 38.2 35.1 63.8 29.9 5.9 63.2 32.3 6.8 LOS DD DD ECAECA

112 Montreal Road Synchro 7 - Report IBI Group July 2014 Lanes, Volumes, Timings Future (2018) Background AM 1: Montreal Road & Vanier Parkway

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay 50.8 35.6 32.9 34.8 Approach LOS DDCC Queue Length 50th (m) 8.7 57.3 25.6 68.1 39.3 52.7 0.0 37.8 71.7 0.0 Queue Length 95th (m) 18.3 70.5 39.8 83.3 60.2 70.0 11.4 57.9 92.1 9.7 Internal Link Dist (m) 278.4 225.3 129.8 130.0 Turn Bay Length (m) 50.0 50.0 100.0 90.0 100.0 90.0 Base Capacity (vph) 179 895 270 1299 306 1985 683 308 1977 661 Starvation Cap Reductn 0 0 0 0 000000 Spillback Cap Reductn 0 0 0 0 000000 Storage Cap Reductn 0 0 0 0 000000 Reduced v/c Ratio 0.24 0.58 0.58 0.55 0.58 0.42 0.16 0.55 0.54 0.11 Intersection Summary Area Type: Other Cycle Length: 130 Actuated Cycle Length: 130 Offset: 87 (67%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 95 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.73 Intersection Signal Delay: 36.8 Intersection LOS: D Intersection Capacity Utilization 73.3% ICU Level of Service D Analysis Period (min) 15

Splits and Phases: 1: Montreal Road & Vanier Parkway

112 Montreal Road Synchro 7 - Report IBI Group July 2014 Lanes, Volumes, Timings Future (2018) Background PM 1: Montreal Road & Vanier Parkway

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 27 258 105 182 426 191 285 1086 114 191 963 75 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Storage Length (m) 50.0 0.0 50.0 0.0 100.0 90.0 100.0 90.0 Storage Lanes 1 0 1 0 1 1 1 1 Taper Length (m) 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.91 1.00 1.00 0.91 1.00 Frt 0.957 0.954 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1695 3244 0 1695 3234 0 1695 4871 1517 1695 4871 1517 Flt Permitted 0.398 0.247 0.950 0.950 Satd. Flow (perm) 710 3244 0 441 3234 0 1695 4871 1517 1695 4871 1517 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 49 66 120 79 Link Speed (k/h) 50 50 50 50 Link Distance (m) 279.2 249.3 153.8 154.0 Travel Time (s) 20.1 17.9 11.1 11.1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 28 272 111 192 448 201 300 1143 120 201 1014 79 Shared Lane Traffic (%) Lane Group Flow (vph) 28 383 0 192 649 0 300 1143 120 201 1014 79 Turn Type Perm pm+pt Prot Perm Prot Perm Protected Phases 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 4 4 3 8 522166 Switch Phase Minimum Initial (s) 10.0 10.0 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s) 38.6 38.6 10.9 38.6 11.3 29.1 29.1 11.3 29.1 29.1 Total Split (s) 44.0 44.0 0.0 12.0 56.0 0.0 29.0 45.0 45.0 29.0 45.0 45.0 Total Split (%) 33.8% 33.8% 0.0% 9.2% 43.1% 0.0% 22.3% 34.6% 34.6% 22.3% 34.6% 34.6% Maximum Green (s) 37.4 37.4 6.3 49.4 22.9 39.1 39.1 22.9 39.1 39.1 Yellow Time (s) 3.3 3.3 3.3 3.3 3.7 3.7 3.7 3.7 3.7 3.7 All-Red Time (s) 3.3 3.3 2.4 3.3 2.4 2.2 2.2 2.4 2.2 2.2 Lost Time Adjust (s) -2.3 -2.3 -2.3 -1.9 -2.3 -2.3 -2.3 -2.1 -2.1 -2.3 -2.1 -2.1 Total Lost Time (s) 4.3 4.3 1.7 3.8 4.3 1.7 3.8 3.8 3.8 3.8 3.8 3.8 Lead/Lag Lag Lag Lead Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None C-Min C-Min None C-Min C-Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 25.0 25.0 25.0 16.0 16.0 16.0 16.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 21.5 21.5 38.8 38.3 31.7 57.0 57.0 22.8 48.1 48.1 Actuated g/C Ratio 0.17 0.17 0.30 0.29 0.24 0.44 0.44 0.18 0.37 0.37 v/c Ratio 0.24 0.66 0.75 0.65 0.72 0.54 0.16 0.67 0.56 0.13 Control Delay 50.6 49.5 56.3 38.9 55.3 29.1 4.9 61.0 35.2 7.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 50.6 49.5 56.3 38.9 55.3 29.1 4.9 61.0 35.2 7.0 LOS DD ED ECAEDA

112 Montreal Road Synchro 7 - Report IBI Group July 2014 Lanes, Volumes, Timings Future (2018) Background PM 1: Montreal Road & Vanier Parkway

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay 49.6 42.9 32.3 37.5 Approach LOS DDCD Queue Length 50th (m) 5.8 39.4 34.6 61.3 64.8 74.5 0.0 44.9 72.7 0.0 Queue Length 95th (m) 13.9 51.7 #73.4 81.1 89.8 94.4 11.4 64.7 89.9 10.2 Internal Link Dist (m) 255.2 225.3 129.8 130.0 Turn Bay Length (m) 50.0 50.0 100.0 90.0 100.0 90.0 Base Capacity (vph) 217 1025 257 1326 416 2135 732 342 1802 611 Starvation Cap Reductn 0 0 0 0 000000 Spillback Cap Reductn 0 0 0 0 000000 Storage Cap Reductn 0 0 0 0 000000 Reduced v/c Ratio 0.13 0.37 0.75 0.49 0.72 0.54 0.16 0.59 0.56 0.13 Intersection Summary Area Type: Other Cycle Length: 130 Actuated Cycle Length: 130 Offset: 101 (78%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.75 Intersection Signal Delay: 37.8 Intersection LOS: D Intersection Capacity Utilization 77.4% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

Splits and Phases: 1: Montreal Road & Vanier Parkway

112 Montreal Road Synchro 7 - Report IBI Group July 2014

Future (2018) Background Plus Site-Generated Traffic

Lanes, Volumes, Timings Future (2018) Background plus Site Generated AM 1: Montreal Road & Vanier Parkway

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 62 414 107 150 518 167 188 797 104 161 1021 71 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Storage Length (m) 50.0 0.0 50.0 0.0 100.0 90.0 100.0 90.0 Storage Lanes 1 0 1 0 1 1 1 1 Taper Length (m) 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.91 1.00 1.00 0.91 1.00 Frt 0.969 0.963 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1695 3285 0 1695 3265 0 1695 4871 1517 1695 4871 1517 Flt Permitted 0.370 0.185 0.950 0.950 Satd. Flow (perm) 660 3285 0 330 3265 0 1695 4871 1517 1695 4871 1517 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 24 39 109 75 Link Speed (k/h) 50 50 50 50 Link Distance (m) 88.0 249.3 153.8 154.0 Travel Time (s) 6.3 17.9 11.1 11.1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 65 436 113 158 545 176 198 839 109 169 1075 75 Shared Lane Traffic (%) Lane Group Flow (vph) 65 549 0 158 721 0 198 839 109 169 1075 75 Turn Type Perm pm+pt Prot Perm Prot Perm Protected Phases 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 4 4 3 8 522166 Switch Phase Minimum Initial (s) 10.0 10.0 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s) 38.6 38.6 11.6 38.6 11.3 29.1 29.1 11.3 28.9 28.9 Total Split (s) 39.0 39.0 0.0 16.0 55.0 0.0 27.0 48.0 48.0 27.0 48.0 48.0 Total Split (%) 30.0% 30.0% 0.0% 12.3% 42.3% 0.0% 20.8% 36.9% 36.9% 20.8% 36.9% 36.9% Maximum Green (s) 32.4 32.4 10.3 48.4 20.9 41.9 41.9 21.1 42.1 42.1 Yellow Time (s) 3.3 3.3 3.3 3.3 3.7 3.7 3.7 3.7 3.7 3.7 All-Red Time (s) 3.3 3.3 2.4 3.3 2.4 2.4 2.4 2.2 2.2 2.2 Lost Time Adjust (s) -2.3 -2.3 -2.3 -1.9 -2.3 -2.3 -2.3 -2.1 -2.1 -2.3 -2.1 -2.1 Total Lost Time (s) 4.3 4.3 1.7 3.8 4.3 1.7 3.8 4.0 4.0 3.6 3.8 3.8 Lead/Lag Lag Lag Lead Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None C-Min C-Min None C-Min C-Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 25.0 25.0 25.0 16.0 16.0 16.0 16.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 28.8 28.8 46.8 46.3 21.3 52.1 52.1 19.7 50.5 50.5 Actuated g/C Ratio 0.22 0.22 0.36 0.36 0.16 0.40 0.40 0.15 0.39 0.39 v/c Ratio 0.45 0.74 0.60 0.61 0.71 0.43 0.16 0.66 0.57 0.12 Control Delay 52.7 50.9 38.4 34.3 65.8 30.5 5.9 64.0 34.0 6.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 52.7 50.9 38.4 34.3 65.8 30.5 5.9 64.0 34.0 6.9 LOS DD DC ECAECA

112 Montreal Road Synchro 7 - Report IBI Group July 2014 Lanes, Volumes, Timings Future (2018) Background plus Site Generated AM 1: Montreal Road & Vanier Parkway

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay 51.1 35.0 34.3 36.3 Approach LOS DDCD Queue Length 50th (m) 13.3 61.0 25.4 67.1 44.2 54.2 0.0 37.8 75.8 0.0 Queue Length 95th (m) 26.0 75.0 39.6 83.0 68.0 70.0 11.4 58.5 92.8 9.7 Internal Link Dist (m) 64.0 225.3 129.8 130.0 Turn Bay Length (m) 50.0 50.0 100.0 90.0 100.0 90.0 Base Capacity (vph) 176 894 265 1298 308 1951 673 305 1911 641 Starvation Cap Reductn 0 0 0 0 000000 Spillback Cap Reductn 0 0 0 0 000000 Storage Cap Reductn 0 0 0 0 000000 Reduced v/c Ratio 0.37 0.61 0.60 0.56 0.64 0.43 0.16 0.55 0.56 0.12 Intersection Summary Area Type: Other Cycle Length: 130 Actuated Cycle Length: 130 Offset: 87 (67%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 95 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.74 Intersection Signal Delay: 37.7 Intersection LOS: D Intersection Capacity Utilization 74.7% ICU Level of Service D Analysis Period (min) 15

Splits and Phases: 1: Montreal Road & Vanier Parkway

112 Montreal Road Synchro 7 - Report IBI Group July 2014 Lanes, Volumes, Timings Future (2018) Background plus Site Generated PM 1: Montreal Road & Vanier Parkway

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 38 274 105 192 447 191 387 1086 114 191 983 75 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Storage Length (m) 50.0 0.0 50.0 0.0 100.0 90.0 100.0 90.0 Storage Lanes 1 0 1 0 1 1 1 1 Taper Length (m) 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.91 1.00 1.00 0.91 1.00 Frt 0.958 0.955 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1695 3248 0 1695 3238 0 1695 4871 1517 1695 4871 1517 Flt Permitted 0.362 0.244 0.950 0.950 Satd. Flow (perm) 646 3248 0 435 3238 0 1695 4871 1517 1695 4871 1517 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 45 60 120 79 Link Speed (k/h) 50 50 50 50 Link Distance (m) 86.0 249.3 153.8 154.0 Travel Time (s) 6.2 17.9 11.1 11.1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 40 288 111 202 471 201 407 1143 120 201 1035 79 Shared Lane Traffic (%) Lane Group Flow (vph) 40 399 0 202 672 0 407 1143 120 201 1035 79 Turn Type Perm pm+pt Prot Perm Prot Perm Protected Phases 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 4 4 3 8 522166 Switch Phase Minimum Initial (s) 10.0 10.0 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s) 38.6 38.6 10.9 38.6 11.3 29.1 29.1 11.3 29.1 29.1 Total Split (s) 44.0 44.0 0.0 12.0 56.0 0.0 29.0 45.0 45.0 29.0 45.0 45.0 Total Split (%) 33.8% 33.8% 0.0% 9.2% 43.1% 0.0% 22.3% 34.6% 34.6% 22.3% 34.6% 34.6% Maximum Green (s) 37.4 37.4 6.3 49.4 22.9 39.1 39.1 22.9 39.1 39.1 Yellow Time (s) 3.3 3.3 3.3 3.3 3.7 3.7 3.7 3.7 3.7 3.7 All-Red Time (s) 3.3 3.3 2.4 3.3 2.4 2.2 2.2 2.4 2.2 2.2 Lost Time Adjust (s) -2.3 -2.3 -2.3 -1.9 -2.3 -2.3 -2.3 -2.1 -2.1 -2.3 -2.1 -2.1 Total Lost Time (s) 4.3 4.3 1.7 3.8 4.3 1.7 3.8 3.8 3.8 3.8 3.8 3.8 Lead/Lag Lag Lag Lead Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None C-Min C-Min None C-Min C-Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 25.0 25.0 25.0 16.0 16.0 16.0 16.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 22.5 22.5 39.1 38.6 43.4 56.7 56.7 22.8 36.1 36.1 Actuated g/C Ratio 0.17 0.17 0.30 0.30 0.33 0.44 0.44 0.18 0.28 0.28 v/c Ratio 0.36 0.67 0.81 0.67 0.72 0.54 0.16 0.67 0.76 0.17 Control Delay 55.1 49.6 63.2 39.9 47.7 29.3 5.1 61.0 46.9 7.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 55.1 49.6 63.2 39.9 47.7 29.3 5.1 61.0 46.9 7.6 LOS ED ED DCAEDA

112 Montreal Road Synchro 7 - Report IBI Group July 2014 Lanes, Volumes, Timings Future (2018) Background plus Site Generated PM 1: Montreal Road & Vanier Parkway

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay 50.1 45.3 32.0 46.7 Approach LOS DDCD Queue Length 50th (m) 8.5 41.7 37.6 66.4 84.6 72.4 0.0 44.9 82.3 0.0 Queue Length 95th (m) 18.2 53.6 #77.1 83.3 #144.1 96.8 11.7 64.7 92.0 10.2 Internal Link Dist (m) 62.0 225.3 129.8 130.0 Turn Bay Length (m) 50.0 50.0 100.0 90.0 100.0 90.0 Base Capacity (vph) 197 1023 250 1324 566 2125 730 342 1544 535 Starvation Cap Reductn 0 0 0 0 000000 Spillback Cap Reductn 0 0 0 0 000000 Storage Cap Reductn 0 0 0 0 000000 Reduced v/c Ratio 0.20 0.39 0.81 0.51 0.72 0.54 0.16 0.59 0.67 0.15 Intersection Summary Area Type: Other Cycle Length: 130 Actuated Cycle Length: 130 Offset: 101 (78%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.81 Intersection Signal Delay: 41.1 Intersection LOS: D Intersection Capacity Utilization 84.3% ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

Splits and Phases: 1: Montreal Road & Vanier Parkway

112 Montreal Road Synchro 7 - Report IBI Group July 2014 HCM Unsignalized Intersection Capacity Analysis Future (2018) Background plus Site Generated AM 4: Access 2 & Vanier Parkway

Movement EBL EBR NBL NBT SBT SBR Lane Configurations Volume (veh/h) 0 104 0 1089 1272 6 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 0 109 0 1146 1339 6 Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 154 pX, platoon unblocked 0.80 0.80 0.80 vC, conflicting volume 1912 669 1345 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1639 83 929 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 86 100 cM capacity (veh/h) 73 766 585 Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 SB 3 Volume Total 109 573 573 669 669 6 Volume Left 000000 Volume Right 109 00006 cSH 766 1700 1700 1700 1700 1700 Volume to Capacity 0.14 0.34 0.34 0.39 0.39 0.00 Queue Length 95th (m) 3.5 0.0 0.0 0.0 0.0 0.0 Control Delay (s) 10.5 0.0 0.0 0.0 0.0 0.0 Lane LOS B Approach Delay (s) 10.5 0.0 0.0 Approach LOS B Intersection Summary Average Delay 0.4 Intersection Capacity Utilization 50.6% ICU Level of Service A Analysis Period (min) 15

112 Montreal Road Synchro 7 - Report IBI Group July 2014 HCM Unsignalized Intersection Capacity Analysis Future (2018) Background plus Site Generated PM 4: Access 2 & Vanier Parkway

Movement EBL EBR NBL NBT SBT SBR Lane Configurations Volume (veh/h) 0 52 0 1588 1250 31 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 0 55 0 1672 1316 33 Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 154 pX, platoon unblocked 0.78 0.78 0.78 vC, conflicting volume 2152 658 1348 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1912 0 883 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 94 100 cM capacity (veh/h) 47 846 594 Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 SB 3 Volume Total 55 836 836 658 658 33 Volume Left 000000 Volume Right 55 000033 cSH 846 1700 1700 1700 1700 1700 Volume to Capacity 0.06 0.49 0.49 0.39 0.39 0.02 Queue Length 95th (m) 1.5 0.0 0.0 0.0 0.0 0.0 Control Delay (s) 9.6 0.0 0.0 0.0 0.0 0.0 Lane LOS A Approach Delay (s) 9.6 0.0 0.0 Approach LOS A Intersection Summary Average Delay 0.2 Intersection Capacity Utilization 49.7% ICU Level of Service A Analysis Period (min) 15

112 Montreal Road Synchro 7 - Report IBI Group July 2014 HCM Unsignalized Intersection Capacity Analysis Future (2018) Background plus Site Generated AM 6: Montreal Road & Access 1

Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 531 10 26 752 52 52 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 559 11 27 792 55 55 Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 88 pX, platoon unblocked 0.84 vC, conflicting volume 569 1015 285 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 569 650 285 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 97 83 92 cM capacity (veh/h) 999 330 712 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 Volume Total 373 197 291 528 109 Volume Left 0 0 27 0 55 Volume Right 0 11 0 0 55 cSH 1700 1700 999 1700 451 Volume to Capacity 0.22 0.12 0.03 0.31 0.24 Queue Length 95th (m) 0.0 0.0 0.6 0.0 6.6 Control Delay (s) 0.0 0.0 1.1 0.0 15.5 Lane LOS A C Approach Delay (s) 0.0 0.4 15.5 Approach LOS C Intersection Summary Average Delay 1.3 Intersection Capacity Utilization 55.0% ICU Level of Service A Analysis Period (min) 15

112 Montreal Road Synchro 7 - Report IBI Group July 2014 HCM Unsignalized Intersection Capacity Analysis Future (2018) Background plus Site Generated PM 6: Montreal Road & Access 1

Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 391 51 123 785 26 26 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 412 54 129 826 27 27 Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 86 pX, platoon unblocked 0.85 vC, conflicting volume 465 1111 233 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 465 789 233 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 88 89 96 cM capacity (veh/h) 1092 247 769 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 Volume Total 274 191 405 551 55 Volume Left 0 0 129 0 27 Volume Right 0 54 0 0 27 cSH 1700 1700 1092 1700 374 Volume to Capacity 0.16 0.11 0.12 0.32 0.15 Queue Length 95th (m) 0.0 0.0 2.8 0.0 3.6 Control Delay (s) 0.0 0.0 3.6 0.0 16.3 Lane LOS A C Approach Delay (s) 0.0 1.5 16.3 Approach LOS C Intersection Summary Average Delay 1.6 Intersection Capacity Utilization 53.1% ICU Level of Service A Analysis Period (min) 15

112 Montreal Road Synchro 7 - Report IBI Group July 2014

Future (2023) Background Traffic

Lanes, Volumes, Timings Future (2023) Background AM 1: Montreal Road & Vanier Parkway

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 43 402 112 155 538 175 175 835 109 168 1065 75 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Storage Length (m) 50.0 0.0 50.0 0.0 100.0 90.0 100.0 90.0 Storage Lanes 1 0 1 0 1 1 1 1 Taper Length (m) 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.91 1.00 1.00 0.91 1.00 Frt 0.967 0.963 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1695 3278 0 1695 3265 0 1695 4871 1517 1695 4871 1517 Flt Permitted 0.345 0.187 0.950 0.950 Satd. Flow (perm) 616 3278 0 334 3265 0 1695 4871 1517 1695 4871 1517 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 27 40 115 79 Link Speed (k/h) 50 50 50 50 Link Distance (m) 302.4 249.3 153.8 154.0 Travel Time (s) 21.8 17.9 11.1 11.1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 45 423 118 163 566 184 184 879 115 177 1121 79 Shared Lane Traffic (%) Lane Group Flow (vph) 45 541 0 163 750 0 184 879 115 177 1121 79 Turn Type Perm pm+pt Prot Perm Prot Perm Protected Phases 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 4 4 3 8 522166 Switch Phase Minimum Initial (s) 10.0 10.0 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s) 38.6 38.6 11.6 38.6 11.3 29.1 29.1 11.3 28.9 28.9 Total Split (s) 39.0 39.0 0.0 16.0 55.0 0.0 27.0 48.0 48.0 27.0 48.0 48.0 Total Split (%) 30.0% 30.0% 0.0% 12.3% 42.3% 0.0% 20.8% 36.9% 36.9% 20.8% 36.9% 36.9% Maximum Green (s) 32.4 32.4 10.3 48.4 20.9 41.9 41.9 21.1 42.1 42.1 Yellow Time (s) 3.3 3.3 3.3 3.3 3.7 3.7 3.7 3.7 3.7 3.7 All-Red Time (s) 3.3 3.3 2.4 3.3 2.4 2.4 2.4 2.2 2.2 2.2 Lost Time Adjust (s) -2.3 -2.3 -2.3 -1.9 -2.3 -2.3 -2.3 -2.1 -2.1 -2.3 -2.1 -2.1 Total Lost Time (s) 4.3 4.3 1.7 3.8 4.3 1.7 3.8 4.0 4.0 3.6 3.8 3.8 Lead/Lag Lag Lag Lead Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None C-Min C-Min None C-Min C-Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 25.0 25.0 25.0 16.0 16.0 16.0 16.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 28.3 28.3 46.5 46.0 20.5 52.0 52.0 20.2 51.6 51.6 Actuated g/C Ratio 0.22 0.22 0.36 0.35 0.16 0.40 0.40 0.16 0.40 0.40 v/c Ratio 0.34 0.74 0.62 0.64 0.69 0.45 0.17 0.67 0.58 0.12 Control Delay 48.6 50.9 39.5 35.2 64.9 30.9 5.8 64.4 33.6 6.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 48.6 50.9 39.5 35.2 64.9 30.9 5.8 64.4 33.6 6.7 LOS DD DD ECAECA

112 Montreal Road Synchro 7 - Report IBI Group July 2014 Lanes, Volumes, Timings Future (2023) Background AM 1: Montreal Road & Vanier Parkway

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay 50.7 36.0 33.8 36.0 Approach LOS DDCD Queue Length 50th (m) 9.1 60.2 26.5 71.3 41.1 57.3 0.0 39.5 78.2 0.0 Queue Length 95th (m) 19.0 73.4 41.0 87.0 63.3 73.6 11.8 60.9 97.6 9.9 Internal Link Dist (m) 278.4 225.3 129.8 130.0 Turn Bay Length (m) 50.0 50.0 100.0 90.0 100.0 90.0 Base Capacity (vph) 164 895 265 1298 305 1947 675 306 1938 651 Starvation Cap Reductn 0 0 0 0 000000 Spillback Cap Reductn 0 0 0 0 000000 Storage Cap Reductn 0 0 0 0 000000 Reduced v/c Ratio 0.27 0.60 0.62 0.58 0.60 0.45 0.17 0.58 0.58 0.12 Intersection Summary Area Type: Other Cycle Length: 130 Actuated Cycle Length: 130 Offset: 87 (67%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 95 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.74 Intersection Signal Delay: 37.5 Intersection LOS: D Intersection Capacity Utilization 75.7% ICU Level of Service D Analysis Period (min) 15

Splits and Phases: 1: Montreal Road & Vanier Parkway

112 Montreal Road Synchro 7 - Report IBI Group July 2014 Lanes, Volumes, Timings Future (2023) Background PM 1: Montreal Road & Vanier Parkway

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 29 271 110 190 447 200 298 1137 120 200 1009 76 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Storage Length (m) 50.0 0.0 50.0 0.0 100.0 90.0 100.0 90.0 Storage Lanes 1 0 1 0 1 1 1 1 Taper Length (m) 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.91 1.00 1.00 0.91 1.00 Frt 0.957 0.954 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1695 3244 0 1695 3234 0 1695 4871 1517 1695 4871 1517 Flt Permitted 0.346 0.244 0.950 0.950 Satd. Flow (perm) 617 3244 0 435 3234 0 1695 4871 1517 1695 4871 1517 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 49 66 126 80 Link Speed (k/h) 50 50 50 50 Link Distance (m) 279.2 249.3 153.8 154.0 Travel Time (s) 20.1 17.9 11.1 11.1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 31 285 116 200 471 211 314 1197 126 211 1062 80 Shared Lane Traffic (%) Lane Group Flow (vph) 31 401 0 200 682 0 314 1197 126 211 1062 80 Turn Type Perm pm+pt Prot Perm Prot Perm Protected Phases 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 4 4 3 8 522166 Switch Phase Minimum Initial (s) 10.0 10.0 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s) 38.6 38.6 10.9 38.6 11.3 29.1 29.1 11.3 29.1 29.1 Total Split (s) 44.0 44.0 0.0 12.0 56.0 0.0 29.0 45.0 45.0 29.0 45.0 45.0 Total Split (%) 33.8% 33.8% 0.0% 9.2% 43.1% 0.0% 22.3% 34.6% 34.6% 22.3% 34.6% 34.6% Maximum Green (s) 37.4 37.4 6.3 49.4 22.9 39.1 39.1 22.9 39.1 39.1 Yellow Time (s) 3.3 3.3 3.3 3.3 3.7 3.7 3.7 3.7 3.7 3.7 All-Red Time (s) 3.3 3.3 2.4 3.3 2.4 2.2 2.2 2.4 2.2 2.2 Lost Time Adjust (s) -2.3 -2.3 -2.3 -1.9 -2.3 -2.3 -2.3 -2.1 -2.1 -2.3 -2.1 -2.1 Total Lost Time (s) 4.3 4.3 1.7 3.8 4.3 1.7 3.8 3.8 3.8 3.8 3.8 3.8 Lead/Lag Lag Lag Lead Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None C-Min C-Min None C-Min C-Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 25.0 25.0 25.0 16.0 16.0 16.0 16.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 22.7 22.7 39.0 38.5 32.8 56.1 56.1 23.5 46.8 46.8 Actuated g/C Ratio 0.17 0.17 0.30 0.30 0.25 0.43 0.43 0.18 0.36 0.36 v/c Ratio 0.29 0.66 0.81 0.68 0.73 0.57 0.17 0.69 0.61 0.13 Control Delay 51.8 48.7 63.7 39.8 55.3 30.4 5.1 60.9 36.7 7.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 51.8 48.7 63.7 39.8 55.3 30.4 5.1 60.9 36.7 7.0 LOS DD ED ECAEDA

112 Montreal Road Synchro 7 - Report IBI Group July 2014 Lanes, Volumes, Timings Future (2023) Background PM 1: Montreal Road & Vanier Parkway

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay 48.9 45.3 33.2 38.7 Approach LOS DDCD Queue Length 50th (m) 6.5 41.5 37.1 67.0 67.2 77.9 0.0 47.1 77.0 0.0 Queue Length 95th (m) 14.6 53.1 #74.6 83.5 97.0 104.2 12.1 67.0 94.9 10.2 Internal Link Dist (m) 255.2 225.3 129.8 130.0 Turn Bay Length (m) 50.0 50.0 100.0 90.0 100.0 90.0 Base Capacity (vph) 188 1025 247 1326 428 2101 726 346 1752 597 Starvation Cap Reductn 0 0 0 0 000000 Spillback Cap Reductn 0 0 0 0 000000 Storage Cap Reductn 0 0 0 0 000000 Reduced v/c Ratio 0.16 0.39 0.81 0.51 0.73 0.57 0.17 0.61 0.61 0.13 Intersection Summary Area Type: Other Cycle Length: 130 Actuated Cycle Length: 130 Offset: 101 (78%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.81 Intersection Signal Delay: 39.0 Intersection LOS: D Intersection Capacity Utilization 80.0% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

Splits and Phases: 1: Montreal Road & Vanier Parkway

112 Montreal Road Synchro 7 - Report IBI Group July 2014

Future (2023) Background Plus Site-Generated Traffic

Lanes, Volumes, Timings Future (2023) Background plus Site Generated AM 1: Montreal Road & Vanier Parkway

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 64 433 112 157 542 175 196 835 109 168 1069 75 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Storage Length (m) 50.0 0.0 50.0 0.0 100.0 90.0 100.0 90.0 Storage Lanes 1 0 1 0 1 1 1 1 Taper Length (m) 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.91 1.00 1.00 0.91 1.00 Frt 0.969 0.963 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1695 3285 0 1695 3265 0 1695 4871 1517 1695 4871 1517 Flt Permitted 0.341 0.174 0.950 0.950 Satd. Flow (perm) 608 3285 0 310 3265 0 1695 4871 1517 1695 4871 1517 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 24 39 115 79 Link Speed (k/h) 50 50 50 50 Link Distance (m) 88.0 249.3 153.8 154.0 Travel Time (s) 6.3 17.9 11.1 11.1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 67 456 118 165 571 184 206 879 115 177 1125 79 Shared Lane Traffic (%) Lane Group Flow (vph) 67 574 0 165 755 0 206 879 115 177 1125 79 Turn Type Perm pm+pt Prot Perm Prot Perm Protected Phases 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 4 4 3 8 522166 Switch Phase Minimum Initial (s) 10.0 10.0 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s) 38.6 38.6 11.6 38.6 11.3 29.1 29.1 11.3 28.9 28.9 Total Split (s) 39.0 39.0 0.0 16.0 55.0 0.0 27.0 48.0 48.0 27.0 48.0 48.0 Total Split (%) 30.0% 30.0% 0.0% 12.3% 42.3% 0.0% 20.8% 36.9% 36.9% 20.8% 36.9% 36.9% Maximum Green (s) 32.4 32.4 10.3 48.4 20.9 41.9 41.9 21.1 42.1 42.1 Yellow Time (s) 3.3 3.3 3.3 3.3 3.7 3.7 3.7 3.7 3.7 3.7 All-Red Time (s) 3.3 3.3 2.4 3.3 2.4 2.4 2.4 2.2 2.2 2.2 Lost Time Adjust (s) -2.3 -2.3 -2.3 -1.9 -2.3 -2.3 -2.3 -2.1 -2.1 -2.3 -2.1 -2.1 Total Lost Time (s) 4.3 4.3 1.7 3.8 4.3 1.7 3.8 4.0 4.0 3.6 3.8 3.8 Lead/Lag Lag Lag Lead Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None C-Min C-Min None C-Min C-Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 25.0 25.0 25.0 16.0 16.0 16.0 16.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 29.5 29.5 47.3 46.8 21.6 51.1 51.1 20.2 49.8 49.8 Actuated g/C Ratio 0.23 0.23 0.36 0.36 0.17 0.39 0.39 0.16 0.38 0.38 v/c Ratio 0.49 0.75 0.64 0.63 0.73 0.46 0.17 0.67 0.60 0.13 Control Delay 55.1 51.1 40.7 34.7 67.0 31.5 5.8 64.4 35.1 6.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 55.1 51.1 40.7 34.7 67.0 31.5 5.8 64.4 35.1 6.8 LOS ED DC ECAEDA

112 Montreal Road Synchro 7 - Report IBI Group July 2014 Lanes, Volumes, Timings Future (2023) Background plus Site Generated AM 1: Montreal Road & Vanier Parkway

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay 51.5 35.8 35.1 37.2 Approach LOS DDDD Queue Length 50th (m) 13.7 63.7 26.1 70.2 46.0 58.8 0.0 39.5 82.4 0.0 Queue Length 95th (m) 27.1 78.7 41.2 88.0 70.5 73.6 11.8 60.9 98.0 9.9 Internal Link Dist (m) 64.0 225.3 129.8 130.0 Turn Bay Length (m) 50.0 50.0 100.0 90.0 100.0 90.0 Base Capacity (vph) 162 894 257 1297 307 1916 667 306 1872 632 Starvation Cap Reductn 0 0 0 0 000000 Spillback Cap Reductn 0 0 0 0 000000 Storage Cap Reductn 0 0 0 0 000000 Reduced v/c Ratio 0.41 0.64 0.64 0.58 0.67 0.46 0.17 0.58 0.60 0.13 Intersection Summary Area Type: Other Cycle Length: 130 Actuated Cycle Length: 130 Offset: 87 (67%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 95 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.75 Intersection Signal Delay: 38.5 Intersection LOS: D Intersection Capacity Utilization 77.1% ICU Level of Service D Analysis Period (min) 15

Splits and Phases: 1: Montreal Road & Vanier Parkway

112 Montreal Road Synchro 7 - Report IBI Group July 2014 Lanes, Volumes, Timings Future (2023) Background plus Site Generated PM 1: Montreal Road & Vanier Parkway

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 38 285 110 200 466 200 395 1137 120 200 1028 78 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Storage Length (m) 50.0 0.0 50.0 0.0 100.0 90.0 100.0 90.0 Storage Lanes 1 0 1 0 1 1 1 1 Taper Length (m) 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.91 1.00 1.00 0.91 1.00 Frt 0.958 0.955 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1695 3248 0 1695 3238 0 1695 4871 1517 1695 4871 1517 Flt Permitted 0.322 0.239 0.116 0.214 Satd. Flow (perm) 575 3248 0 426 3238 0 207 4871 1517 382 4871 1517 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 45 61 126 82 Link Speed (k/h) 50 50 50 50 Link Distance (m) 86.0 249.3 153.8 154.0 Travel Time (s) 6.2 17.9 11.1 11.1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 40 300 116 211 491 211 416 1197 126 211 1082 82 Shared Lane Traffic (%) Lane Group Flow (vph) 40 416 0 211 702 0 416 1197 126 211 1082 82 Turn Type Perm pm+pt pm+pt Perm pm+pt Perm Protected Phases 4 3 8 5 2 1 6 Permitted Phases 4 8 2 2 6 6 Detector Phase 4 4 3 8 522166 Switch Phase Minimum Initial (s) 10.0 10.0 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s) 38.6 38.6 10.9 38.6 11.3 29.1 29.1 11.3 29.1 29.1 Total Split (s) 44.0 44.0 0.0 12.0 56.0 0.0 29.0 45.0 45.0 29.0 45.0 45.0 Total Split (%) 33.8% 33.8% 0.0% 9.2% 43.1% 0.0% 22.3% 34.6% 34.6% 22.3% 34.6% 34.6% Maximum Green (s) 37.4 37.4 6.3 49.4 22.9 39.1 39.1 22.9 39.1 39.1 Yellow Time (s) 3.3 3.3 3.3 3.3 3.7 3.7 3.7 3.7 3.7 3.7 All-Red Time (s) 3.3 3.3 2.4 3.3 2.4 2.2 2.2 2.4 2.2 2.2 Lost Time Adjust (s) -2.3 -2.3 -2.3 -1.9 -2.3 -2.3 -2.3 -2.1 -2.1 -2.3 -2.1 -2.1 Total Lost Time (s) 4.3 4.3 1.7 3.8 4.3 1.7 3.8 3.8 3.8 3.8 3.8 3.8 Lead/Lag Lag Lag Lead Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None C-Min C-Min None C-Min C-Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 25.0 25.0 25.0 16.0 16.0 16.0 16.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 23.5 23.5 39.4 38.9 83.0 59.2 59.2 62.0 42.1 42.1 Actuated g/C Ratio 0.18 0.18 0.30 0.30 0.64 0.46 0.46 0.48 0.32 0.32 v/c Ratio 0.38 0.67 0.87 0.69 0.75 0.54 0.17 0.55 0.69 0.15 Control Delay 56.1 48.9 71.7 40.4 37.0 27.8 4.8 19.7 41.1 7.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 56.1 48.9 71.7 40.4 37.0 27.8 4.8 19.7 41.1 7.2 LOS ED ED DCABDA

112 Montreal Road Synchro 7 - Report IBI Group July 2014 Lanes, Volumes, Timings Future (2023) Background plus Site Generated PM 1: Montreal Road & Vanier Parkway

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay 49.6 47.6 28.3 35.8 Approach LOS DDCD Queue Length 50th (m) 8.5 43.7 39.7 70.7 68.5 73.2 0.0 19.2 81.6 0.0 Queue Length 95th (m) 18.3 55.2 #80.5 86.2 #118.6 100.2 11.6 32.6 97.0 10.4 Internal Link Dist (m) 62.0 225.3 129.8 130.0 Turn Bay Length (m) 50.0 50.0 100.0 90.0 100.0 90.0 Base Capacity (vph) 176 1023 243 1324 556 2219 760 456 1579 547 Starvation Cap Reductn 0 0 0 0 000000 Spillback Cap Reductn 0 0 0 0 000000 Storage Cap Reductn 0 0 0 0 000000 Reduced v/c Ratio 0.23 0.41 0.87 0.53 0.75 0.54 0.17 0.46 0.69 0.15 Intersection Summary Area Type: Other Cycle Length: 130 Actuated Cycle Length: 130 Offset: 101 (78%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.87 Intersection Signal Delay: 36.7 Intersection LOS: D Intersection Capacity Utilization 86.6% ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

Splits and Phases: 1: Montreal Road & Vanier Parkway

112 Montreal Road Synchro 7 - Report IBI Group July 2014 HCM Unsignalized Intersection Capacity Analysis Future (2023) Background plus Site Generated AM 4: Access 2 & Vanier Parkway

Movement EBL EBR NBL NBT SBT SBR Lane Configurations Volume (veh/h) 0 104 0 1140 1332 6 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 0 109 0 1200 1402 6 Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 154 pX, platoon unblocked 0.79 0.79 0.79 vC, conflicting volume 2002 701 1408 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1729 72 973 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 86 100 cM capacity (veh/h) 62 766 553 Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 SB 3 Volume Total 109 600 600 701 701 6 Volume Left 000000 Volume Right 109 00006 cSH 766 1700 1700 1700 1700 1700 Volume to Capacity 0.14 0.35 0.35 0.41 0.41 0.00 Queue Length 95th (m) 3.5 0.0 0.0 0.0 0.0 0.0 Control Delay (s) 10.5 0.0 0.0 0.0 0.0 0.0 Lane LOS B Approach Delay (s) 10.5 0.0 0.0 Approach LOS B Intersection Summary Average Delay 0.4 Intersection Capacity Utilization 52.3% ICU Level of Service A Analysis Period (min) 15

112 Montreal Road Synchro 7 - Report IBI Group July 2014 HCM Unsignalized Intersection Capacity Analysis Future (2023) Background plus Site Generated PM 4: Access 2 & Vanier Parkway

Movement EBL EBR NBL NBT SBT SBR Lane Configurations Volume (veh/h) 0 49 0 1653 1309 29 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 0 52 0 1740 1378 31 Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 154 pX, platoon unblocked 0.78 0.78 0.78 vC, conflicting volume 2248 689 1408 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 2036 39 961 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 94 100 cM capacity (veh/h) 38 799 556 Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 SB 3 Volume Total 52 870 870 689 689 31 Volume Left 000000 Volume Right 52 000031 cSH 799 1700 1700 1700 1700 1700 Volume to Capacity 0.06 0.51 0.51 0.41 0.41 0.02 Queue Length 95th (m) 1.4 0.0 0.0 0.0 0.0 0.0 Control Delay (s) 9.8 0.0 0.0 0.0 0.0 0.0 Lane LOS A Approach Delay (s) 9.8 0.0 0.0 Approach LOS A Intersection Summary Average Delay 0.2 Intersection Capacity Utilization 51.6% ICU Level of Service A Analysis Period (min) 15

112 Montreal Road Synchro 7 - Report IBI Group July 2014 HCM Unsignalized Intersection Capacity Analysis Future (2023) Background plus Site Generated AM 6: Montreal Road & Access 1

Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 557 11 26 788 52 52 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 586 12 27 829 55 55 Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 88 pX, platoon unblocked 0.83 vC, conflicting volume 598 1062 299 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 598 678 299 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 97 83 92 cM capacity (veh/h) 975 313 697 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 Volume Total 391 207 304 553 109 Volume Left 0 0 27 0 55 Volume Right 0 12 0 0 55 cSH 1700 1700 975 1700 432 Volume to Capacity 0.23 0.12 0.03 0.33 0.25 Queue Length 95th (m) 0.0 0.0 0.6 0.0 7.0 Control Delay (s) 0.0 0.0 1.1 0.0 16.1 Lane LOS A C Approach Delay (s) 0.0 0.4 16.1 Approach LOS C Intersection Summary Average Delay 1.3 Intersection Capacity Utilization 56.0% ICU Level of Service B Analysis Period (min) 15

112 Montreal Road Synchro 7 - Report IBI Group July 2014 HCM Unsignalized Intersection Capacity Analysis Future (2023) Background plus Site Generated PM 6: Montreal Road & Access 1

Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 409 49 117 823 25 25 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 431 52 123 866 26 26 Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 86 pX, platoon unblocked 0.84 vC, conflicting volume 482 1136 241 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 482 793 241 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 89 89 97 cM capacity (veh/h) 1077 244 760 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 Volume Total 287 195 412 578 53 Volume Left 0 0 123 0 26 Volume Right 0 52 0 0 26 cSH 1700 1700 1077 1700 369 Volume to Capacity 0.17 0.11 0.11 0.34 0.14 Queue Length 95th (m) 0.0 0.0 2.7 0.0 3.4 Control Delay (s) 0.0 0.0 3.5 0.0 16.4 Lane LOS A C Approach Delay (s) 0.0 1.4 16.4 Approach LOS C Intersection Summary Average Delay 1.5 Intersection Capacity Utilization 54.5% ICU Level of Service A Analysis Period (min) 15

112 Montreal Road Synchro 7 - Report IBI Group July 2014