Attachment 4: Traffic Impact Assessment
A traffic impact assessment report analyzing the transportation implications of the proposed multi-family residential development on Island Highway.
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Traffic Impact Assessment
Author MJ Oh – Transportation Technologist
Reviewer Kristen Machina, P.Eng. – Senior Transportation Engineer
PERMIT TO PRACTICE WATT CONSULTING GROUP LTD. PERMIT NUMBER 1001432 ENGINEERS & GEOSCIENTISTS BRITISH COLUMBIA
Professional Seal K. A. MACHINA
54513
BRITISH COLUMBIA ENGINEER 2023-07-10
Prepared For: Boardwalk REIT Date: 10 July 2023 Our File No: 3425.B01
WATT VICTORIA #302, 740 Hillside Avenue Victoria, BC V8T 1Z4 (250) 388-9877 WATTCONSULTINGGROUP.COM
TABLE OF CONTENTS
1.0 INTRODUCTION ................................................................................................... 1
1.1 Study Area ..................................................................................................................... 1
2.0 EXISTING CONDITIONS ..................................................................................... 2
2.1 Land Use ......................................................................................................................... 2 2.2 Road Network ............................................................................................................... 2 2.3 Traffic Volumes ............................................................................................................. 3 2.4 Traffic Modelling – Background Information ....................................................... 4 2.5 2022 Existing Traffic Conditions ............................................................................. 5
3.0 POST DEVELOPMENT ........................................................................................ 6
3.1 Proposed Land Use ..................................................................................................... 6 3.2 Site Access ..................................................................................................................... 6 3.3 Trip Generation ............................................................................................................. 7 3.4 Trip Assignment ........................................................................................................... 8 3.5 2025 Opening Day Background Conditions ....................................................... 9 3.6 Opening Day Post Development Conditions ................................................... 11
4.0 2035 10-YEAR HORIZON TRAFFIC CONDITIONS .................................... 13
4.1 2035 Background Conditions ............................................................................... 14 4.2 2035 Post Development Analysis Results ........................................................ 15
5.0 OPERATIONAL CONSIDERATIONS .............................................................. 17
5.1 Improvements for Island Highway / Prince Robert Drive ............................. 17 5.2 Left Turn Lane ............................................................................................................ 18 5.3 Signal Warrant Review for 4-Leg Island Hwy / Prince Robert Drive ....... 19 5.3.1 Signal Warrant Analysis .......................................................................... 20 5.3.2 Traffic Signal Warrant Result ................................................................. 21 5.4 Feasibility Review of On-street Parking ............................................................ 22
6.0 ACTIVE TRANSPORTATION ........................................................................... 23
6.1 Pedestrians and Cycling Facilities ....................................................................... 23 6.2 Transit ........................................................................................................................... 24
7.0 PARKING FACILITY REVIEW .......................................................................... 24
8.0 TRANSPORTATION DEMAND MANAGEMENT .......................................... 24
9.0 CONCLUSION ..................................................................................................... 25
10.0 RECOMMENDED IMPROVEMENTS ............................................................... 26
APPENDICES
- Appendix A: Synchro Information
- Appendix B: Preliminary Left Turn Lane Design
- Appendix C: Traffic Signal Warrant Results
- Appendix D: Synchro Results
LIST OF FIGURES
- Figure 1: Study Area and Site Location ............................................................................................. 1
- Figure 2: 2022 Existing Volumes ........................................................................................................ 4
- Figure 3: Site Plan and Access ............................................................................................................. 7
- Figure 4: Trip Assignment ..................................................................................................................... 9
- Figure 5: 2025 Opening Day Background Volumes ................................................................... 11
- Figure 6: Opening Day Post Development Volumes .................................................................. 13
- Figure 7: 2035 Ten-year Horizon Background Volumes .......................................................... 13
- Figure 8: 2035 Post Development Volumes ................................................................................. 16
- Figure 9: Left Turn Lane Warrant Review ..................................................................................... 18
LIST OF TABLES
| Table Number | Table Title | Page |
|---|---|---|
| Table 1 | 2022 Existing Conditions | 6 |
| Table 2 | Peak Hour Trip Generation Rates | 8 |
| Table 3 | Estimated Development Trips | 8 |
| Table 4 | Distribution Percentages of Site Trips | 8 |
| Table 5 | 2025 Opening Day Background Conditions | 10 |
| Table 6 | 2025 Opening Day Post Development Conditions | 12 |
| Table 7 | 2035 Background Conditions | 14 |
| Table 8 | 2035 Post Development Conditions | 16 |
| Table 9 | Delay Comparison between 3-Leg and 4-Leg Options | 19 |
| Table 10 | Northbound Delays at Island Hwy / Prince Robert Dr | 21 |
| Table 11 | On-site Parking Requirements | 24 |





