INTER-OFFICE MEMO
Table 2: 2020 Weekday AM Peak Hour Arterial Level of Service - Wyandotte Street East Peak Direction (Westbound)
| Scenario | 2020 Existing | 2020 with Diversion | 2020 with Diversion & LaneReductions | |||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Description | Volumes: existingLane Configurations: existingSignal Timings: existing | Volumes: existing plus diversion from Riverside Drive, existing mode splitLane Configurations: existingSignal Timings: splits optimized at intersections with critical movements | Volumes: existing plus diversion from Riverside Drive, existing mode split Lane Configurations: lanes reduced to accommodate bike facilitySignal Timings: splits optimized at intersections with critical movements | |||||||||
| Cross Street | Travel Time (s) | Dist (km) | Arterial Speed (km/h) | Arterial Level of Service | Travel Time (s) | Dist (km) | Arterial Speed (km/h) | Arterial Level of Service | Travel Time (s) | Dist (km) | Arterial Speed (km/h) | Arterial Level of Service |
| Watson Ave | 23.7 | 0.17 | 25.2 | D | 25.7 | 0.17 | 23.3 | D | 25.8 | 0.17 | 23.2 | D |
| Lauzon Rd | 51.6 | 0.29 | 20.6 | E | 53.9 | 0.29 | 19.7 | E | 68.4 | 0.29 | 15.5 | F |
| St. Rose Ave | 78.8 | 0.92 | 41.9 | B | 81.0 | 0.92 | 40.8 | B | 103.7 | 0.92 | 31.8 | C |
| Jefferson Blvd | 66.8 | 0.80 | 43.1 | B | 66.8 | 0.80 | 43.1 | B | 78.1 | 0.80 | 36.9 | C |
| St. Louis Ave | 34.4 | 0.38 | 40.0 | B | 34.6 | 0.38 | 39.8 | B | 70.1 | 0.38 | 19.6 | E |
| Thompson Blvd | 24.8 | 0.25 | 36.1 | C | 25.4 | 0.25 | 35.2 | C | 117.9 | 0.25 | 7.6 | F |
| Raymo Rd | 49.1 | 0.52 | 37.9 | C | 49.7 | 0.52 | 37.4 | C | 102.5 | 0.52 | 18.1 | E |
| Pillette Rd | 44.0 | 0.24 | 19.7 | E | 43.6 | 0.24 | 19.9 | E | 202.8 | 0.24 | 4.3 | F |
| George Ave | 55.8 | 0.66 | 42.3 | B | 57.8 | 0.66 | 40.8 | B | 61.7 | 0.66 | 38.2 | C |
| Strabane Ave | 49.2 | 0.54 | 39.8 | B | 51.1 | 0.54 | 38.3 | C | 49.8 | 0.54 | 39.3 | B |
| Drouillard Rd | 60.1 | 0.62 | 37.1 | C | 60.3 | 0.62 | 36.9 | C | 127.1 | 0.62 | 17.5 | E |
| Walker Rd | 94.4 | 0.55 | 20.8 | E | 71.6 | 0.55 | 27.5 | D | 72.0 | 0.55 | 27.3 | D |
| Monmouth Rd | 18.4 | 0.12 | 23.9 | D | 21.7 | 0.12 | 20.3 | E | 22.4 | 0.12 | 19.7 | E |
| Devonshire Rd | 34.3 | 0.22 | 23.1 | D | 41.6 | 0.22 | 19.0 | E | 50.9 | 0.22 | 15.6 | F |
| Total | 685.4 | 6.27 | 33.0 | C | 684.8 | 6.27 | 33.0 | C | 1153.2 | 6.27 | 19.6 | E |