INTER-OFFICE MEMO
Table 4: 2030 Weekday AM Peak Hour Arterial Level of Service - Wyandotte Street East Peak Direction (Westbound)
| Scenario | 2030 with Diversion | 2030 with Diversion & Lane Reductions | ||||||
|---|---|---|---|---|---|---|---|---|
| Description | Volumes: background plus diversion from RiversideDrive, existing mode splitLane Configurations: existingSignal Timings: splits optimized at intersections with critical movements | Volumes: existing plus diversion from Riverside Drive, existing mode splitLane 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 |
| Watson Ave | 25.8 | 0.17 | 23.2 | D | 24.0 | 0.17 | 24.9 | D |
| Lauzon Rd | 54.5 | 0.29 | 19.5 | E | 55.9 | 0.29 | 19.0 | E |
| St. Rose Ave | 80.9 | 0.92 | 40.8 | B | 94.3 | 0.92 | 35.0 | C |
| Jefferson Blvd | 66.8 | 0.80 | 43.1 | B | 74.9 | 0.80 | 38.5 | B |
| St. Louis Ave | 34.7 | 0.38 | 39.7 | B | 53.4 | 0.38 | 25.8 | D |
| Thompson Blvd | 25.5 | 0.25 | 35.1 | C | 73.1 | 0.25 | 12.2 | F |
| Raymo Rd | 49.8 | 0.52 | 37.3 | C | 57.5 | 0.52 | 32.3 | C |
| Pillette Rd | 43.4 | 0.24 | 19.9 | E | 127.3 | 0.24 | 6.8 | F |
| George Ave | 57.8 | 0.66 | 40.8 | B | 61.4 | 0.66 | 38.4 | B |
| Strabane Ave | 51.4 | 0.54 | 38.1 | C | 49.4 | 0.54 | 39.6 | B |
| Drouillard Rd | 60.3 | 0.62 | 36.9 | C | 96.8 | 0.62 | 23.0 | D |
| Walker Rd | 73.3 | 0.55 | 26.8 | D | 71.7 | 0.55 | 27.4 | D |
| Monmouth Rd | 20.2 | 0.12 | 21.8 | E | 20.6 | 0.12 | 21.4 | E |
| Devonshire Rd | 42.9 | 0.22 | 18.5 | E | 39.9 | 0.22 | 19.8 | E |
| Total | 687.3 | 6.27 | 32.9 | C | 900.2 | 6.27 | 25.1 | D |