Appendix
Appendix B: SimTraffic Report – Total 2028 PM Peak Hour Queue Analysis
June 13, 2017Pages 194–1951 section
A traffic queuing and blocking report analyzing projected traffic flow and intersection capacity for the year 2028.
Date: April 11, 2017Intersections: Admirals Rd & Craigflower/Island Hwy, Island Hwy & Shoreline Dr95th percentile queue for westbound vehicles at Shoreline signal: 131m
Appendix B: SimTraffic Report – Total 2028 PM Peak Hour Queue Analysis
Intersection: 3: Admirals Rd and Craigflower/ Island Highway intersection.
| Movement | EB | EB | EB | WB | WB | NB | NB | NB | SB | SB | SB | SB |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Directions Served | LT | T | R | LT | TR | L | L | TR | L | T | T | R |
| Maximum Queue (m) | 142.0 | 131.4 | 16.9 | 65.1 | 59.2 | 88.5 | 92.5 | 105.4 | 42.5 | 98.0 | 114.6 | 19.6 |
| Average Queue (m) | 87.7 | 71.6 | 3.4 | 57.2 | 56.0 | 72.9 | 88.4 | 93.5 | 39.9 | 79.7 | 94.8 | 19.4 |
| 95th Queue (m) | 147.8 | 125.0 | 14.5 | 63.8 | 59.4 | 98.3 | 101.7 | 132.8 | 47.9 | 110.4 | 134.6 | 19.9 |
| Link Distance (m) | 151.8 | 151.8 | 51.2 | 51.2 | 100.8 | 104.2 | 104.2 | |||||
| Upstream Blk Time (%) | 68 | 59 | 15 | 11 | ||||||||
| Queuing Penalty (veh) | 308 | 268 | 0 | 0 | ||||||||
| Storage Bay Dist (m) | 100.0 | 85.0 | 85.0 | 35.0 | 12.0 | |||||||
| Storage Blk Time (%) | 0 | 2 | 28 | 1 | 36 | 20 | 31 | |||||
| Queuing Penalty (veh) | 1 | 6 | 102 | 2 | 28 | 117 | 64 |
Intersection: 4: Island Hwy
This is the two to one lane Island Highway merge modelled at 100m. 95th percentile queues shown at 108m and 114m.
| Movement | WB | WB |
|---|---|---|
| Directions Served | T | T |
| Maximum Queue (m) | 98.2 | 105.4 |
| Average Queue (m) | 74.5 | 78.8 |
| 95th Queue (m) | 108.2 | 114.0 |
| Link Distance (m) | 98.2 | 98.2 |
| Upstream Blk Time (%) | 1 | 5 |
| Queuing Penalty (veh) | 9 | 42 |
| Storage Bay Dist (m) | ||
| Storage Blk Time (%) | ||
| Queuing Penalty (veh) |
Intersection: 6: Island Hwy & Shoreline Dr
This suggests that peak hour 95th percentile queues of 131m for westbound vehicles at the proposed Shoreline signal. The link distance is approximately 150m.
| Movement | EB | EB | WB | WB | SB | SB |
|---|---|---|---|---|---|---|
| Directions Served | L | T | T | TR | L | R |
| Maximum Queue (m) | 21.6 | 74.1 | 127.6 | 137.0 | 20.6 | 22.5 |
| Average Queue (m) | 16.3 | 46.0 | 69.1 | 70.6 | 12.6 | 16.5 |
| 95th Queue (m) | 23.5 | 69.7 | 125.5 | 131.0 | 25.5 | 27.1 |
| Link Distance (m) | 98.2 | 151.8 | 151.8 | 73.3 | ||
| Upstream Blk Time (%) | ||||||
| Queuing Penalty (veh) | ||||||
| Storage Bay Dist (m) | 40.0 | 40.0 | ||||
| Storage Blk Time (%) | 7 | |||||
| Queuing Penalty (veh) | 2 |
Page 194–195
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Extracted from: 2017 06 13 Special Council Meeting Agenda - Agenda - Pdf