481 Yonge Street - Barrie Hall/Planning-and-Development/Proposed... · Traffic Brief for 481 Yonge...
Transcript of 481 Yonge Street - Barrie Hall/Planning-and-Development/Proposed... · Traffic Brief for 481 Yonge...
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481 Yonge Street City of Barrie
Traffic Brief for
481 Yonge Developments Inc.
Type of Document: Final Report
Project Number: JDE – 19040
Date Submitted: May 16th, 2019
_______________________________________ 05/15/19 John Northcote, P.Eng. Professional License #: 100124071
JD Northcote Engineering Inc. 86 Cumberland Street
Barrie, ON 705.725.4035
www.JDEngineering.ca
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Legal Notification This report was prepared by JD Northcote Engineering Inc. for the account of 481 Yonge Developments Inc. Any use which a third party makes of this report, or any reliance on or decisions to be made based on it, are the responsibility of such third parties. JD Northcote Engineering Inc. accepts no responsibility for damages, if any, suffered by any third party as a result of decisions made or actions based on this project.
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Table of Contents
1 Introduction ............................................................................................................................. 1
1.1 Background............................................................................................................................... 1
1.2 Study Area ................................................................................................................................ 1
1.3 Analysis Periods ....................................................................................................................... 3
2 Information Gathering ............................................................................................................ 3
2.1 Street and Intersection Characteristics .................................................................................... 3
2.2 Local Transportation Infrastructure Improvements................................................................... 5
2.3 Transit Access .......................................................................................................................... 5
2.4 Other Developments within Study Area ................................................................................... 5
2.5 Background Traffic Growth ....................................................................................................... 6
2.6 Traffic Counts ........................................................................................................................... 6
3 Proposed Development Traffic Generation and Assignment ............................................ 7
3.1 Traffic Generation ..................................................................................................................... 7
3.2 Traffic Assignment .................................................................................................................... 8
4 Intersection Operation with Proposed Development ......................................................... 9
4.1 Traffic Impact Analysis ............................................................................................................. 9
4.2 Site Access ............................................................................................................................... 9
4.3 Sight Distance Review ............................................................................................................ 10
4.4 Parking Review ....................................................................................................................... 10
4.5 Construction Parking .............................................................................................................. 11
5 Summary ............................................................................................................................... 11
List of Tables Table 1 - Traffic Count Data ................................................................................................................... 6 Table 2 – Estimated Traffic Generation of Proposed Development ....................................................... 8 Table 3 – Proposed Development Traffic Distribution Summary ........................................................... 8 Table 4 - Zoning By-law Parking Requirements ................................................................................... 10
List of Figures Figure 1 – Proposed Site Location and Study Area ............................................................................... 2 Figure 2 – Existing Intersection Lane Configuration within Study Area ................................................. 4 Figure 3 – Existing (2019) Traffic Volumes ............................................................................................ 7 Figure 4 – Site Traffic Assignment ......................................................................................................... 9
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List of Appendices APPENDIX A – Site Plan APPENDIX B – Crozier TIS Excerpts APPENDIX C – Traffic Count Data APPENDIX D – Transportation Tomorrow Survey Excerpt
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481 Yonge Street 481 Yonge Developments Inc.
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1 Introduction
1.1 Background
481 Yonge Developments Inc. [the Developer] is proposing a residential development located on a site municipally known as 481 Yonge Street, located at the southeast corner of the intersection of Yonge Street / Macmillan Crescent in the City of Barrie [City]. The proposed development will consist of a 67 unit residential condominium building. The proposed development will include one full-movement access driveway onto Macmillan Crescent [Site Access]. The Developer has retained JD Engineering Inc. [JD Engineering] to prepare this traffic brief in support of the proposed development.
1.2 Study Area
Figure 1 illustrates the location of the subject site and study area intersections, in relation to the surrounding area. The site plan provided by the Client is included in Appendix A. The subject site is bound by Yonge Street to the west, Macmillan Crescent to the north, an existing restaurant to the south and residential lands to the east.
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Figure 1 – Proposed Site Location and Study Area
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1.3 Analysis Periods
The weekday morning [AM] and weekday afternoon [PM] peak hours have been selected as the analysis periods for this study.
2 Information Gathering
2.1 Street and Intersection Characteristics
Yonge Street is a five-lane arterial road with an urban cross-section and sidewalks along both sides of the road. Yonge Street has a posted speed limit of 50km/h. Yonge Street is under jurisdiction of the City. Macmillan Crescent is a two-lane local road with an urban cross-section and a sidewalk on the south side. Macmillan Crescent has an unposted (assumed) speed limit of 50km/h. Macmillan Crescent is under jurisdiction of the City. The existing lane configuration within the study area is illustrated in Figure 2.
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Figure 2 – Existing Intersection Lane Configuration within Study Area
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2.2 Local Transportation Infrastructure Improvements
Construction of the Big Bay Point Road / Harvie Road overpass (five-lane crossing with buffered bike lanes and sidewalk) is currently under construction, with an anticipated completion in the fall of 2020. Based on the City’s Draft Transportation Master Plan (April 2019) [City Draft TMP] the following improvement is anticipated to be completed by 2021:
• Yonge Street1 o Addition of cycle tracks.
2.3 Transit Access
The subject site is serviced by Barrie Transit. The 8A South (RVH / Yonge) and 8B North (Crosstown / Essa) bus route provides connections from the south limits to the north limits of the City on Yonge Street, within the study area. The 8A South bus route operates between 04:55 – 22:15 with weekday daytime service every 30 minutes, between 06:55 – 22:15 on Saturday with daytime service every 30 minutes and between 08:50 – 20:50 on Sunday with service every hour. The 8B North bus route operates between 05:00 – 24:00 with weekday daytime service every 30 minutes, between 07:30 – 24:00 on Saturday with daytime service every 30 minutes and between 08:55 – 20:15 on Sunday with service every hour. The closest 8A South bus stop is located on the west side of Yonge Street 150 metres north of the Yonge Street / Macmillan Crescent intersection. The closest 8B North bus stop is located on the east corner of the Yonge Street / Macmillan Crescent intersection.
2.4 Other Developments within Study Area
Based on a review of the City’s website the Yonge Street and Little Avenue development and 505 Yonge Street development are the only other development that will impact the traffic in the study area. A residential development is proposed on the southeast corner of the Yonge Street / Little Avenue located northwest of the proposed development [Yonge Street and Little Avenue development]. The site is municipally known as 343 Little Avenue and 410 Yonge Street. C.F. Crozier & Associates Inc. prepared a traffic impact study, dated July 2018 [Crozier TIS]. The Yonge Street and Little Avenue development will include 153 townhouse units. The Yonge Street and Little Avenue development is anticipated to be built-out by 2023. A redevelopment of a site municipally known as 505 Yonge Street is proposed, located on the northeast side of Yonge Street, opposite D’Ambrosio Drive [505 Yonge Street redevelopment]. Specifics regarding the proposed development of the 505 Yonge Street redevelopment are not known at this time, however, redevelopment is anticipated to include medium density residential and a small commercial component.
1 The City Draft TMP recommends converting a lane in each direction along Young Street to a High-Occupancy Vehicle [HOV] lane by 2041. Since this improvement is planned in the 2041 horizon year, no adjustments regarding this improvement have been made.
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2.5 Background Traffic Growth
In general, there is a significant amount of anticipated development planned within the annexed lands at the south end of the City, as well as intensification developments along the City’s major corridors. Through our correspondence with the City Traffic Department, background traffic volumes generated by other developments outside the study area, have been estimated using the EMME travel demand model from the City’s Multi-Modal Active Transportation Master Plan (January 2014) [MMATMP]2. A 3.0% per annum background traffic growth rate has been applied on Yonge Street, which is the same rate used in the Crozier TIS and is based on confirmation with the City (excerpts provided in Appendix B). A -0.1% per annum background traffic growth rate has been calculated on Macmillan Crescent, based on a comparison between 2011 and 2031 EMME traffic volume projections, as provided in the EMME model output; consequently, we have assumed no background growth rate on Macmillan Crescent.
2.6 Traffic Counts
Detailed turning movements traffic and pedestrian counts were obtained from the City for the Yonge Street / D’Ambrosio Drive intersection, which is located southeast of the Yonge Street / Macmillan Crescent intersection. Table 1 summarizes the traffic count data collection information.
Table 1 - Traffic Count Data
Intersection (N-S Street / E-W Street)
Count Date AM Peak
Hour PM Peak
Hour Source
Yonge Street / D’Ambrosio Drive
Tuesday, October 17th 2017
07:30 – 08:30
16:15 – 17:15
City
Detailed traffic count data can be found in Appendix C. The peak hours of traffic generation for the study area intersections generally aligned with the anticipated peak hour of traffic generation by the proposed development. To determine the equivalent existing (2019) traffic volumes, the background traffic growth rate noted in Section 2.5 was applied. The volume of traffic on Yonge Street at Macmillian Crescent has been assumed to be equal to the volume of traffic at the north leg of the Yonge Street / D’Ambrosio Drive intersection. For the purposes of this report we have estimated the traffic east on Macmillan Crescent based on the data provided in the Institute of Transportation Engineers [ITE] Trip Generation Manual (10th Edition) [ITE Trip Generation Manual]. The traffic assignment for the existing units is assumed to follow the same traffic distribution as the proposed development, which is described in Section 3.2.
2 The City is in the process of updating the MMATMP. The data form the EMME travel demand model in the in the City Draft TMP was not applied in this case, as it has not been finalized.
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Figure 3 illustrates the existing (2019) AM and PM peak hour traffic volumes at the site access development.
Figure 3 – Existing (2019) Traffic Volumes
3 Proposed Development Traffic Generation and Assignment
3.1 Traffic Generation
The traffic generation for the subject site has been based on the ITE Trip Generation data. The following ITE land uses have been applied to estimate the traffic from the proposed:
• ITE land use #221 (Multifamily Housing (Mid-Rise)) – General Urban/Suburban The estimated trip generation of the proposed development is illustrated below in Table 2.
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Table 2 – Estimated Traffic Generation of Proposed Development
Land Use Size AM Peak Hour PM Peak Hour
IN OUT TOTAL IN OUT TOTAL
Multifamily Housing (Mid-Rise) ITE Land Use: 221
67 units 7 18 25 19 12 31
In order to be conservative, no transportation modal split reduction has been applied to the above-noted traffic generation calculation.
3.2 Traffic Assignment
For the purposes of this study, it has been assumed that all traffic generated by the proposed development will be new traffic and would not be in the study area if the development was not constructed. Beyond the local area the distribution of traffic from the subject site has been estimated based on the 2016 TTS data for the area (excerpt attached as Appendix E). TTS data provides historical data for home-based trip origins with a destination in the 2006 GTA Zone – 8582. The above-noted methodology provides an estimate of the distribution of ingress trips. We have assumed that the distribution of egress trips will follow the inverse of the ingress traffic distribution. For each of the individual areas identified in the TTS data, we have selected the probable route of travel, assuming that people will select their route primarily based on travel time. Table 3 summarizes the trip distribution for the proposed development.
Table 3 – Proposed Development Traffic Distribution Summary
Travel Direction (to/from)
Percent of Total Traffic Generation
North via Yonge Street 69%
South via Yonge Street 26%
East via Macmillan Crescent 4%
Total 100%
Figure 4 illustrates the traffic assignment for the proposed development.
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Figure 4 – Site Traffic Assignment
4 Intersection Operation with Proposed Development
4.1 Traffic Impact Analysis
The proposed development will add approximately 25 AM and 31 PM peak hour trips on Macmillan Crescent. The additional traffic generated by the proposed development will not adversely affect the traffic capacity on Macmillan Crescent and Yonge Street or result in any traffic safety issues with the study area. The existing road network can accommodate the additional traffic generated by the proposed development.
4.2 Site Access
The Site Access will operate efficiently as a full-movement access, with one-way stop control for northbound movements. A single northbound and southbound lane for the Site Access will provide the necessary capacity to service the proposed development.
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The proposed spacing between the Site Access and Yonge Street and between the Site Access and Dixon Court is greater than the suggested minimum corner clearance requirements for a driveway (measure edge to edge of driveway) as identified in the Transportation Association of Canada Design Guide for Canadian Roads (2017) [TAC Guidelines] Figure 8.8.2 (Suggested Minimum Corner Clearances to Accesses or Public Lanes at Major Intersections) – 15 metres for unsignalized condition. Consequently, there no issues with the location of the proposed Site Access driveway.
4.3 Sight Distance Review
A review of the available sight distance for the proposed Site Access was completed as part of this analysis. The sight distance east of the Site Access on Macmillan Crescent is greater than the minimum stopping sight distance requirements as identified in the TAC Guidelines for a design speed of 60km/h (85 metres). The sight distance west of the Site Access ends at Yonge Street (approximately 80 metres west of the Site Access), which is marginally less than the stopping sight distance requirements identified in the TAC Guidelines for a design speed of 60km/h (85 metres); however, vehicles will be turning onto Macmillan Crescent at much slower speed, consequently there are no issues with the anticipated sightlines. The Tomlin Court & Dixon Court / Macmillan Crescent intersection is located 50 metres east of the Site Access, which is less than the stopping sight distance requirements identified in the TAC Guidelines for a design speed of 60km/h (85 metres); however, vehicles will be turning onto Macmillan Crescent at much slower speed, consequently there are no issues with the anticipated sightlines. There are no issues with the sight distance for the proposed Site Access driveway.
4.4 Parking Review
The proposed parking supply for the subject site meets the parking and accessibility parking requirements specified in the City Zoning By-law 2009-141. The proposed parking breakdown is provided in Table 4.
Table 4 - Zoning By-law Parking Requirements
Category
Zoning
By-Law Section
Parking Standard Size Parking
Required Provided
Residential Parking
4.6.1 1.5 spaces per dwelling unit 67 units 101 79
Accessibility Parking
4.6.4 1 plus 3% of the total
number of parking spaces provided in the parking area
- 4 Spaces 2 Spaces
The proposed development is 22 spaces short of the zoning by-law requirement for resident parking and 2 spaces short of the zoning by-law requirement for accessibility parking, based on the RM2 zoning; however, the parking supply exceeds the parking requirement for the MU2 zoning as per City zoning by-law 2017-022.
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It is recommended 1 residential parking spaces be converted into accessibility parking spaces to meet the zoning by-law requirement for accessibility parking under the MU2 zoning. It is recommended that 12 parking spaces are dedicated as visitor parking and the remaining 67 spaces are designated as resident parking and rented / sold independently from the residential units. The City has plans for a high order transit route and enhanced active transportation infrastructure (buffered bike lanes) along Yonge Street, adjacent to the subject site. Consequently, the subject site provides a good opportunity for reduced car dependence.
4.5 Construction Parking
Based on our correspondence with the design team for this project, the Client is committed to the following arrangement for construction parking: The parking of construction vehicles and vehicles owned by staff and subcontractors employed by the Client will be formally directed (in writing where possible) to avoid parking on municipal streets surrounding the subject site and avoid parking within private parking lots surrounding the subject site, without consent from the owner of the parking lots.
5 Summary
481 Yonge Developments Inc. retained JD Engineering to prepare this traffic brief in support of the proposed residential development located on a site municipally known as 481 Yonge Street, is located at the southeast corner of the intersection of Yonge Street / Macmillan Crescent in the City of Barrie. The site plan provided by Innovative Planning Solutions is included in Appendix A. This chapter summarizes the conclusions and recommendations from the study.
1. The proposed development is expected to generate 25 AM and 31 PM peak hour trips in the study area.
2. Background traffic counts were obtained from the City at the Yonge Street / D’Ambrosio Drive intersection, completed Tuesday, October 17th 2017.
3. An estimate of the amount of traffic that would be generated by the Subject Site was prepared and assigned to the study area streets and intersection.
4. The proposed Site Access onto Macmillan Crescent will operate efficiently with one-way stop control for eastbound movements. A single lane for ingress and egress movements will provide the necessary capacity to convey the traffic volume generated by the proposed development.
5. The sight distance available east and west of the Site Access is acceptable for the intended use.
6. The proposed parking supply does not meet the City’s Zoning By-law requirement; it is recommended the proposed development zoning be changed from RM2 zoning to MU2 zoning to meet the zoning by-law requirements for resident parking. It is recommended upon changing the proposed development into an MU2 zone, 2 residential parking spaces be converted into accessibility parking spaces to meet the zoning by-law requirement for accessibility parking.
7. In summary the proposed development will not cause any operational issues and will not add significant delay or congestion to the local roadway network.
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Appendix A – Site Plan
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Appendix B – Crozier TIS Excerpts
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TRAFFIC IMPACT STUDY
YONGE STREET AND LITTLE AVENUE
RESIDENTIAL DEVELOPMENT
CITY OF BARRIE
PREPARED FOR:
MASON HOMES INC.
PREPARED BY:
C.F. CROZIER & ASSOCIATES INC.
40 HURON STREET, SUITE 301
COLLINGWOOD, ONTARIO
L9Y 4R3
JULY 2018
CFCA FILE NO. 1509-4851
The material in this report reflects best judgment in
light of the information available at the time of
preparation. Any use which a third party makes of this
report, or any reliance on or decisions made based on
it, are the responsibilities of such third parties. C.F.
Crozier & Associates Inc. accepts no responsibility for
damages, if any, suffered by any third party as a result
of decisions made or actions based on this report.
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343 Little Ave/410 Yonge Street, City of Barrie Traffic Impact Study
Mason Homes Inc. July 2018
C.F. Crozier & Associates Inc. Page 4
Project No. 1509-4851
Table 4: 2017 Existing Level of Service
Intersection Control Peak
Hour
Level of
Service1 Control Delay
Maximum
v/c ratio2
95th %ile
Queues >
Storage2
Yonge Street and
Little Avenue Signal
A.M. B 16.1 s 0.60 (WBT) None
P.M. B 19.3 s 0.77 (EBT) None
Little Avenue and
Firman Drive Stop
A.M. B 11.6 s 0.13 (NB) None
P.M. B 14.7 s 0.15 (NB) None
Note1: The Level of Service of a signalized intersection is based on the average control delay per vehicle.
The Level of Service of a stop-controlled intersection is based on the delay associated with the critical minor road
approach. (i.e. Firman Drive)
Note2: All v/c ratios greater than 0.85 or 95th percentile queues in excess of the available storage are highlighted.
The metrics summarized above indicate that the boundary road network is currently operating at a
LOS “B” during all time periods with minimal delays and reserve capacity for increases in traffic
volumes.
4 FUTURE BACKGROUND CONDITIONS
4.1 Horizon Years
Full build-out of the site is expected to occur within the next five years. Accordingly, the horizon years
of 2023 and 2028 were analysed, as they represent five and ten years from the date of this study.
4.2 Growth Rate
Per the agreed upon Terms of Reference with the City of Barrie, a growth rate of three percent
compounded per annum was used for traffic volumes on Yonge Street, and an industry standard
growth rate of two percent compounded per annum was applied to Little Avenue and Firman
Drive.
4.3 Future Roadway Improvements
There are no scheduled roadway improvements within the study area.
4.4 Background Development Trip Generation
Per correspondence with the City of Barrie, analyses of future background traffic operations should
include trips generated by the following future developments:
357 Yonge Street (4-storey, 140 unit senior residence)
482 Yonge Street (3 storey, 34-unit residential apartment building)
For conservative analysis purposes, it is assumed that all background developments listed above will
be fully built out by the first horizon year (2023). Background development information has been
included in Appendix G for reference.
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Appendix C – Traffic Count Data
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Ontario Traffic Inc.Morning Peak Diagram Specified Period
From:To:
7:00:009:00:00
One Hour PeakFrom:To:
7:30:008:30:00
Municipality:Site #:Intersection:TFR File #:Count date:
Barrie1731100001Yonge St & D'Ambrosio Dr 217-Oct-17
Weather conditions:
Person(s) who counted:
** Non-Signalized Intersection ** Major Road: Yonge St runs N/S
North Leg Total:
North Entering:
North Peds:
Peds Cross:
1135
457
0
Heavys
Trucks
Cars
Totals
1
0
27
28
11
33
385
429
12
33
412
Heavys
Trucks
Cars
Totals
9
54
615
678
Heavys Trucks Cars Totals
2 3 43 48
Heavys Trucks Cars Totals
1 3 42 46
1 2 39 42
5 5 81
Peds Cross:
West Peds:
West Entering:
West Leg Total:
0
91
139
Yonge St
D'Ambrosio Dr W
N
E
S
Yonge St
Cars
Trucks
Heavys
Totals
424
35
12
471
Cars
Trucks
Heavys
Totals
16
3
1
20
573
51
8
632
589
54
9
Peds Cross:
South Peds:
South Entering:
South Leg Total:
1
652
1123
Comments
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Ontario Traffic Inc.Afternoon Peak Diagram Specified Period
From:To:
16:00:0019:00:00
One Hour PeakFrom:To:
16:15:0017:15:00
Municipality:Site #:Intersection:TFR File #:Count date:
Barrie1731100001Yonge St & D'Ambrosio Dr 217-Oct-17
Weather conditions:
Person(s) who counted:
** Non-Signalized Intersection ** Major Road: Yonge St runs N/S
North Leg Total:
North Entering:
North Peds:
Peds Cross:
1517
813
0
Heavys
Trucks
Cars
Totals
2
1
44
47
12
36
718
766
14
37
762
Heavys
Trucks
Cars
Totals
11
31
662
704
Heavys Trucks Cars Totals
5 3 103 111
Heavys Trucks Cars Totals
1 0 46 47
2 1 53 56
7 1 99
Peds Cross:
West Peds:
West Entering:
West Leg Total:
0
107
218
Yonge St
D'Ambrosio Dr W
N
E
S
Yonge St
Cars
Trucks
Heavys
Totals
771
37
14
822
Cars
Trucks
Heavys
Totals
59
2
2
63
616
31
10
657
675
33
12
Peds Cross:
South Peds:
South Entering:
South Leg Total:
0
720
1542
Comments
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Ontario Traffic Inc.Total Count Diagram
Municipality:Site #:Intersection:TFR File #:Count date:
Barrie1731100001Yonge St & D'Ambrosio Dr 217-Oct-17
Weather conditions:
Person(s) who counted:
** Non-Signalized Intersection ** Major Road: Yonge St runs N/S
North Leg Total:
North Entering:
North Peds:
Peds Cross:
6089
2852
4
Heavys
Trucks
Cars
Totals
6
3
155
164
61
125
2502
2688
67
128
2657
Heavys
Trucks
Cars
Totals
50
145
3042
3237
Heavys Trucks Cars Totals
27 11 337 375
Heavys Trucks Cars Totals
12 5 243 260
11 8 197 216
37 13 440
Peds Cross:
West Peds:
West Entering:
West Leg Total:
0
490
865
Yonge St
D'Ambrosio Dr W
N
E
S
Yonge St
Cars
Trucks
Heavys
Totals
2699
133
72
2904
Cars
Trucks
Heavys
Totals
182
8
14
204
2799
140
38
2977
2981
148
53
Peds Cross:
South Peds:
South Entering:
South Leg Total:
1
3182
6086
Comments
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Ontario Traffic Inc.Traffic Count Summary
Intersection: Yonge St & D'Ambrosio Dr Count Date: 17-Oct-17 Municipality: BarrieNorth Approach Totals South Approach Totals
East Approach Totals West Approach Totals
Includes Cars, Trucks, & Heavys Includes Cars, Trucks, & Heavys
Includes Cars, Trucks, & Heavys Includes Cars, Trucks, & Heavys
Hour Hour
Hour Hour
Ending Ending
Ending Ending
Left Left
Left Left
Thru Thru
Thru Thru
Right Right
Right Right
Grand Grand
Grand Grand
Total Total
Total Total
Total Total
Total Total
Peds Peds
Peds Peds
North/South
East/West
Total
Total
Approaches
Approaches
Calculated Values for Traffic Crossing Major StreetHours Ending:Crossing Values:
Totals:
Totals:
7:00:00 0 0 0 0 0 0 7:00:00 0 0 0 0 08:00:00 0 368 19 387 0 926 8:00:00 11 528 0 539 19:00:00 0 395 22 417 4 1035 9:00:00 21 596 1 618 0
16:00:00 0 0 0 0 0 0 16:00:00 0 0 0 0 017:00:00 0 744 42 786 0 1490 17:00:00 66 638 0 704 018:00:00 0 680 53 733 0 1439 18:00:00 64 642 0 706 019:00:00 0 501 28 529 0 1144 19:00:00 42 573 0 615 0
7:00:00 0 0 0 0 0 2 7:00:00 2 0 0 2 08:00:00 0 0 0 0 1 97 8:00:00 55 3 39 97 09:00:00 0 0 0 0 0 90 9:00:00 50 2 38 90 0
16:00:00 0 0 0 0 0 0 16:00:00 0 0 0 0 017:00:00 0 0 0 0 0 116 17:00:00 58 1 57 116 018:00:00 0 3 0 3 0 71 18:00:00 30 5 33 68 019:00:00 0 4 0 4 0 120 19:00:00 65 3 48 116 0
0:00 7:00 8:00 9:00 16:00 17:00 18:00 19:000 2 59 56 0 59 35 69
0 2688 164 2852 4 6034 204 2977 1 3182 1
0 7 0 7 1 496 260 14 215 489 0
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Ontario Traffic Inc.Count Date: 17-Oct-17 Site #: 1731100001
IntervalTime
Passenger Cars - North Approach Trucks - North Approach Heavys - North Approach Pedestrians
Left Left LeftThru Thru ThruRight Right Right North Cross
Cum Cum Cum Cum Cum Cum Cum Cum Cum CumIncr Incr Incr Incr Incr Incr Incr Incr Incr Incr7:00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15:00 0 0 66 66 3 3 0 0 4 4 0 0 0 0 0 0 0 0 0 07:30:00 0 0 140 74 3 0 0 0 6 2 0 0 0 0 5 5 0 0 0 07:45:00 0 0 240 100 12 9 0 0 15 9 0 0 0 0 10 5 1 1 0 08:00:00 0 0 334 94 18 6 0 0 22 7 0 0 0 0 12 2 1 0 0 08:15:00 0 0 436 102 26 8 0 0 33 11 0 0 0 0 14 2 1 0 0 08:30:00 0 0 525 89 30 4 0 0 39 6 0 0 0 0 16 2 1 0 0 08:45:00 0 0 613 88 34 4 0 0 47 8 0 0 0 0 16 0 2 1 4 49:00:00 0 0 692 79 37 3 0 0 52 5 1 1 0 0 19 3 3 1 4 09:02:37 0 0 692 0 37 0 0 0 52 0 1 0 0 0 19 0 3 0 4 0
16:00:00 0 0 692 0 37 0 0 0 52 0 1 0 0 0 19 0 3 0 4 016:15:00 0 0 855 163 42 5 0 0 55 3 1 0 0 0 23 4 3 0 4 016:30:00 0 0 1035 180 50 8 0 0 63 8 1 0 0 0 25 2 3 0 4 016:45:00 0 0 1215 180 62 12 0 0 71 8 1 0 0 0 27 2 4 1 4 017:00:00 0 0 1393 178 77 15 0 0 83 12 2 1 0 0 31 4 4 0 4 017:15:00 0 0 1573 180 86 9 0 0 91 8 2 0 0 0 35 4 5 1 4 017:30:00 0 0 1747 174 106 20 0 0 95 4 2 0 0 0 38 3 5 0 4 017:45:00 0 0 1904 157 115 9 0 0 103 8 3 1 0 0 44 6 5 0 4 018:00:00 0 0 2034 130 128 13 0 0 109 6 3 0 0 0 44 0 5 0 4 018:15:00 0 0 2160 126 134 6 0 0 112 3 3 0 0 0 47 3 6 1 4 018:30:00 0 0 2266 106 142 8 0 0 117 5 3 0 0 0 54 7 6 0 4 018:45:00 0 0 2390 124 148 6 0 0 122 5 3 0 0 0 59 5 6 0 4 019:00:00 0 0 2502 112 155 7 0 0 125 3 3 0 0 0 61 2 6 0 4 019:01:44 0 0 2502 0 155 0 0 0 125 0 3 0 0 0 61 0 6 0 4 0
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Ontario Traffic Inc.Count Date: 17-Oct-17 Site #: 1731100001
IntervalTime
Passenger Cars - East Approach Trucks - East Approach Heavys - East Approach Pedestrians
Left Left LeftThru Thru ThruRight Right Right East Cross
Cum Cum Cum Cum Cum Cum Cum Cum Cum CumIncr Incr Incr Incr Incr Incr Incr Incr Incr Incr7:00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 17:30:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 07:45:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 08:00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 08:15:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 08:30:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 08:45:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 09:00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 09:02:37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0
16:00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 016:15:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 016:30:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 016:45:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 017:00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 017:15:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 1 017:30:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 017:45:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 0 0 1 018:00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 1 0 0 1 018:15:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 1 0 0 1 018:30:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 3 0 0 1 018:45:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 0 0 0 1 019:00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 0 0 0 1 019:01:44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 0 0 0 1 0
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Ontario Traffic Inc.Count Date: 17-Oct-17 Site #: 1731100001
IntervalTime
Passenger Cars - South Approach Trucks - South Approach Heavys - South Approach Pedestrians
Left Left LeftThru Thru ThruRight Right Right South Cross
Cum Cum Cum Cum Cum Cum Cum Cum Cum CumIncr Incr Incr Incr Incr Incr Incr Incr Incr Incr7:00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15:00 1 1 71 71 0 0 0 0 3 3 0 0 1 1 0 0 0 0 0 07:30:00 3 2 183 112 0 0 0 0 9 6 0 0 1 0 0 0 0 0 0 07:45:00 5 2 327 144 0 0 0 0 32 23 0 0 1 0 2 2 0 0 0 08:00:00 9 4 484 157 0 0 1 1 42 10 0 0 1 0 2 0 0 0 1 18:15:00 13 4 613 129 0 0 2 1 51 9 0 0 1 0 5 3 0 0 1 08:30:00 19 6 756 143 0 0 3 1 60 9 0 0 2 1 8 3 0 0 1 08:45:00 22 3 906 150 0 0 3 0 67 7 0 0 2 0 8 0 1 1 1 09:00:00 26 4 1044 138 0 0 4 1 72 5 0 0 2 0 8 0 1 0 1 09:02:37 26 0 1044 0 0 0 4 0 72 0 0 0 2 0 8 0 1 0 1 0
16:00:00 26 0 1044 0 0 0 4 0 72 0 0 0 2 0 8 0 1 0 1 016:15:00 40 14 1189 145 0 0 5 1 79 7 0 0 5 3 13 5 1 0 1 016:30:00 53 13 1346 157 0 0 7 2 88 9 0 0 5 0 13 0 1 0 1 016:45:00 67 14 1489 143 0 0 7 0 93 5 0 0 6 1 15 2 1 0 1 017:00:00 85 18 1644 155 0 0 7 0 100 7 0 0 6 0 18 3 1 0 1 017:15:00 99 14 1805 161 0 0 7 0 110 10 0 0 7 1 23 5 1 0 1 017:30:00 113 14 1963 158 0 0 7 0 118 8 0 0 7 0 23 0 1 0 1 017:45:00 129 16 2102 139 0 0 7 0 124 6 0 0 7 0 24 1 1 0 1 018:00:00 146 17 2253 151 0 0 8 1 126 2 0 0 8 1 25 1 1 0 1 018:15:00 152 6 2390 137 0 0 8 0 129 3 0 0 8 0 26 1 1 0 1 018:30:00 162 10 2535 145 0 0 8 0 132 3 0 0 11 3 26 0 1 0 1 018:45:00 174 12 2676 141 0 0 8 0 136 4 0 0 14 3 33 7 1 0 1 019:00:00 182 8 2799 123 0 0 8 0 140 4 0 0 14 0 38 5 1 0 1 019:01:44 182 0 2799 0 0 0 8 0 140 0 0 0 14 0 38 0 1 0 1 0
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Ontario Traffic Inc.Count Date: 17-Oct-17 Site #: 1731100001
IntervalTime
Passenger Cars - West Approach Trucks - West Approach Heavys - West Approach Pedestrians
Left Left LeftThru Thru ThruRight Right Right West Cross
Cum Cum Cum Cum Cum Cum Cum Cum Cum CumIncr Incr Incr Incr Incr Incr Incr Incr Incr Incr7:00:00 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15:00 11 9 0 0 7 7 0 0 0 0 0 0 1 1 0 0 0 0 0 07:30:00 27 16 0 0 17 10 0 0 0 0 0 0 1 0 1 1 1 1 0 07:45:00 38 11 0 0 25 8 3 3 0 0 0 0 1 0 2 1 1 0 0 08:00:00 53 15 0 0 37 12 3 0 0 0 0 0 1 0 3 1 2 1 0 08:15:00 60 7 0 0 48 11 3 0 0 0 1 1 2 1 4 1 2 0 0 08:30:00 69 9 0 0 56 8 3 0 0 0 2 1 2 0 4 0 2 0 0 08:45:00 85 16 0 0 61 5 4 1 0 0 2 0 3 1 4 0 2 0 0 09:00:00 100 15 0 0 68 7 4 0 0 0 4 2 3 0 5 1 5 3 0 09:02:37 100 0 0 0 68 0 4 0 0 0 4 0 3 0 5 0 5 0 0 0
16:00:00 100 0 0 0 68 0 4 0 0 0 4 0 3 0 5 0 5 0 0 016:15:00 110 10 0 0 76 8 4 0 0 0 5 1 9 6 5 0 5 0 0 016:30:00 122 12 0 0 84 8 4 0 0 0 5 0 10 1 6 1 5 0 0 016:45:00 139 17 0 0 103 19 4 0 0 0 5 0 10 0 6 0 7 2 0 017:00:00 151 12 0 0 122 19 4 0 0 0 5 0 10 0 6 0 7 0 0 017:15:00 156 5 0 0 129 7 4 0 0 0 6 1 10 0 9 3 7 0 0 017:30:00 162 6 0 0 135 6 4 0 0 0 6 0 10 0 10 1 8 1 0 017:45:00 171 9 0 0 149 14 4 0 0 0 6 0 10 0 11 1 8 0 0 018:00:00 180 9 0 0 153 4 5 1 0 0 6 0 10 0 11 0 8 0 0 018:15:00 196 16 0 0 159 6 5 0 0 0 6 0 10 0 12 1 10 2 0 018:30:00 210 14 0 0 171 12 5 0 0 0 6 0 10 0 12 0 10 0 0 018:45:00 227 17 0 0 185 14 5 0 0 0 6 0 12 2 14 2 10 0 0 019:00:00 243 16 0 0 197 12 5 0 0 0 7 1 12 0 14 0 11 1 0 019:01:44 243 0 0 0 197 0 5 0 0 0 8 1 12 0 14 0 11 0 0 0
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481 Yonge Street 481 Yonge Developments Inc.
JDE-19040 Date: May 16th, 2019
15
Appendix D – Transportation Tomorrow Survey Excerpt
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Transportation Tomorrow Survey 481 Yonge Street
May 14 2019 13:53:46 GMT-0400 (Eastern Daylight Time) - Run Time: 2082ms Tue May 14 2019 13:54:24 GMT-0400 (Eastern Daylight Time) - Run Time: 1916ms
Cross Tabulation Query Form - Trip - 2016 v1.1 Cross Tabulation Query Form - Trip - 2016 v1.1Row: 2006 GTA zone of household - gta06_hhld Row: 2006 GTA zone of household - gta06_hhldColumn: Planning district of destination - pd_dest Column: 2006 GTA zone of destination - gta06_dest
Filters: Filters:(2006 GTA zone of household - gta06_hhld In 8528); and (2006 GTA zone of household - gta06_hhld In 8528); and(Start time of trip - start_time In 700 - 900); and (Start time of trip - start_time In 700 - 900); andTrip purpose of destination - purp_dest ln W Trip purpose of destination - purp_dest ln W
(Planning district of destination - pd_dest In 81)
Trip 2016ROW : gta06_hhld ROW : gta06_hhldCOLUMN : pd_dest COLUMN : gta06_dest
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