INTER-OFFICE MEMO
Table 6: 2040 Weekday AM Peak Hour Arterial Level of Service - Wyandotte Street East Peak Direction (Westbound)
| Scenario | 2040 with Diversion | 2040 with Diversion & LaneReductions | ||||||
|---|---|---|---|---|---|---|---|---|
| Description | Volumes: 2040 background plus diversion fromRiverside Drive, existing mode splitLane Configurations: existingSignal Timings: splits optimized at intersections with critical movements | Volumes: 2040 background plus diversion fromRiverside Drive, ATMP target 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] | ArterialLevel ofService | Travel Time (s) | Dist (km) | Arterial Speed [km/h] | ArterialLevel ofService |
| Watson Ave | 26.4 | 0.17 | 22.6 | D | 23.7 | 0.17 | 25.2 | D |
| Lauzon Rd | 55.7 | 0.29 | 19.0 | E | 55.6 | 0.29 | 19.1 | E |
| St. Rose Ave | 81.1 | 0.92 | 40.7 | B | 93.4 | 0.92 | 35.4 | C |
| Jefferson Blvd | 67.0 | 0.80 | 43.0 | B | 74.7 | 0.80 | 38.6 | B |
| St. Louis Ave | 35.0 | 0.38 | 39.3 | B | 52.3 | 0.38 | 26.3 | D |
| Thompson Blvd | 26.1 | 0.25 | 34.3 | C | 68.8 | 0.25 | 13.0 | F |
| Raymo Rd | 50.2 | 0.52 | 37.0 | C | 57.1 | 0.52 | 32.6 | C |
| Pillette Rd | 54.9 | 0.24 | 15.8 | F | 122.8 | 0.24 | 7.1 | F |
| George Ave | 57.9 | 0.66 | 40.8 | B | 61.6 | 0.66 | 38.3 | C |
| Strabane Ave | 51.9 | 0.54 | 37.7 | C | 49.4 | 0.54 | 39.6 | B |
| Drouillard Rd | 60.8 | 0.62 | 36.6 | C | 94.7 | 0.62 | 23.5 | D |
| Walker Rd | 76.7 | 0.55 | 25.6 | D | 71.7 | 0.55 | 27.4 | D |
| Monmouth Rd | 20.7 | 0.12 | 21.3 | E | 20.0 | 0.12 | 22.0 | E |
| Devonshire Rd | 49.1 | 0.22 | 16.1 | E | 39.3 | 0.22 | 20.2 | E |
| Total | 713.5 | 6.27 | 31.7 | C | 885.1 | 6.27 | 25.5 | D |