Appendix
APPENDIX C: TAC Signal Warrant
April 25, 2017Pages 349–3522 sections
Traffic signal warrant analysis spreadsheets for the Island Highway and Shoreline Drive intersection.
Signal warranted with assumed pedestrian demand
APPENDIX C
TAC Signal Warrant
Page 349–352
View Royal - Traffic Signal Warrant Analysis
| Item | Details |
|---|---|
| Main Street (name) | Island Highway |
| Direction (EW or NS) | EW |
| Side Street (name) | Shoreline Drive |
| Direction (EW or NS) | NS |
| Road Authority | View Royal |
| City | View Royal |
| Count Date | 2016 Jun 16, Thu |
| Date Entry Format | (yyyy-mm-dd) |
| Comments | Weekday PM Peak Hour used, 90%, 90%, 90%, 90%, 90% WITH ASSUMED PED |
Lane Configuration
| Approach | Excl LT | Th & LT | Through | Th+RT+LT | Th & RT | Excl RT | Upstream Signal (m) | # of Thru Lanes |
|---|---|---|---|---|---|---|---|---|
| Island Highway WB | 1 | 150 | 1 | |||||
| Island Highway EB | 1 | 1 | 2,500 | 1 | ||||
| Shoreline Drive NB | ||||||||
| Shoreline Drive SB | 1 | 1 |
Note: Are the Shoreline Drive SB right turns significantly impeded by through movements? n
Demographics and Other Input
| Demographics | Value | Other Input | Island Highway (EW) | Shoreline Drive (NS) |
|---|---|---|---|---|
| Elem. School/Mobility Challenged (y/n) | y | Speed (Km/h) | 50 | |
| Senior's Complex (y/n) | n | Truck % | 3.0% | 1.0% |
| Pathway to School (y/n) | y | Bus Rt (y/n) | y | n |
| Metro Area Population (#) | 25,000 | Median (m) | ||
| Central Business District (y/n) | n |
Traffic Input
| Traffic Input | NB LT | NB Th | NB RT | SB LT | SB Th | SB RT | WB LT | WB Th | WB RT | EB LT | EB Th | EB RT | Ped1 (W) | Ped2 (E) | Ped3 (N) | Ped4 (S) |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Hour 1 | 0 | 0 | 0 | 47 | 0 | 41 | 0 | 1356 | 53 | 16 | 676 | 0 | 20 | 0 | 20 | 0 |
| Hour 2 | 0 | 0 | 0 | 42 | 0 | 37 | 0 | 1220 | 48 | 14 | 608 | 0 | 20 | 0 | 20 | 0 |
| Hour 3 | 0 | 0 | 0 | 42 | 0 | 37 | 0 | 1220 | 48 | 14 | 608 | 0 | 20 | 0 | 20 | 0 |
| Hour 4 | 0 | 0 | 0 | 42 | 0 | 37 | 0 | 1220 | 48 | 14 | 608 | 0 | 20 | 0 | 20 | 0 |
| Hour 5 | 0 | 0 | 0 | 42 | 0 | 37 | 0 | 1220 | 48 | 14 | 608 | 0 | 20 | 0 | 20 | 0 |
| Hour 6 | 0 | 0 | 0 | 42 | 0 | 37 | 0 | 1220 | 48 | 14 | 608 | 0 | 20 | 0 | 20 | 0 |
| Total (6-hour) | 0 | 0 | 0 | 257 | 0 | 226 | 0 | 7,456 | 293 | 86 | 3,716 | 0 | 120 | 0 | 120 | 0 |
| Average (6-hour) | 0 | 0 | 0 | 43 | 0 | 38 | 0 | 1,243 | 49 | 14 | 619 | 0 | 20 | 0 | 20 | 0 |
Warrant Analysis Results
Formula: $W = [C_{bt}(X_{v-v}) / K_1 + (F (X_{v-p}) L) / K_2] \times C_i$
Calculated Values: W = 117 Veh: 72 Ped: 45
Status: Warranted
Page 349–352
Document Images
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Extracted from: 2017 04 25 Joint Advisory Committee Meeting Agenda - Agenda - Pdf