INTER-OFFICE MEMO
Table 3: 2020 Weekday PM Peak Hour Arterial Level of Service - Wyandotte Street East Peak Direction (Eastbound)
| 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 RiversideDrive, 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 | Travel Time (s) | Dist (km) | Arterial Speed (km/h) | Arterial Level of Service |
| Devonshire Rd | 172.7 | 0.19 | 3.9 | F | 281.8 | 0.19 | 2.4 | F | 239.2 | 0.19 | 2.8 | F |
| Monmouth Rd | 38.1 | 0.22 | 20.8 | E | 37.3 | 0.22 | 21.2 | E | 37.3 | 0.22 | 21.2 | E |
| Walker Rd | 41.2 | 0.12 | 10.7 | F | 36.1 | 0.12 | 12.2 | F | 35.8 | 0.12 | 12.3 | F |
| Drouillard Rd | 55.5 | 0.55 | 35.4 | C | 56.6 | 0.55 | 34.8 | C | 109.6 | 0.55 | 17.9 | E |
| Strabane Ave | 51.0 | 0.62 | 43.7 | B | 51.3 | 0.62 | 43.4 | B | 99.0 | 0.62 | 22.5 | D |
| George Ave | 47.4 | 0.54 | 41.3 | B | 47.3 | 0.54 | 41.4 | B | 87.8 | 0.54 | 22.3 | E |
| Pillette Rd | 70.3 | 0.66 | 33.6 | C | 74.7 | 0.66 | 31.6 | C | 309.3 | 0.66 | 7.6 | F |
| Raymo Rd | 25.9 | 0.24 | 33.4 | C | 26.1 | 0.24 | 33.2 | C | 37.1 | 0.24 | 23.3 | D |
| Thompson Blvd | 44.7 | 0.52 | 41.6 | B | 44.9 | 0.52 | 41.4 | B | 161.5 | 0.52 | 11.5 | F |
| St. Louis Ave | 24.2 | 0.25 | 37.0 | C | 24.4 | 0.25 | 36.7 | C | 54.9 | 0.25 | 16.3 | E |
| Jefferson Blvd | 32.6 | 0.38 | 42.2 | B | 32.9 | 0.38 | 41.9 | B | 49.5 | 0.38 | 27.8 | D |
| St. Rose Ave | 68.8 | 0.80 | 41.9 | B | 68.9 | 0.80 | 41.8 | B | 189.3 | 0.80 | 15.2 | F |
| Lauzon Rd | 95.0 | 0.92 | 34.8 | C | 105.7 | 0.92 | 31.2 | C | 195.9 | 0.92 | 16.9 | E |
| Watson Ave | 48.3 | 0.29 | 22.0 | E | 55.1 | 0.29 | 19.2 | E | 49.0 | 0.29 | 21.6 | E |
| Total | 815.7 | 6.30 | 27.8 | D | 943.1 | 6.30 | 24.0 | D | 1655.2 | 6.30 | 13.7 | F |
2030 Arterial Operations
2030 arterial operations are summarized in Table 4 and Table 5.
With existing lane configurations, by 2030, overall weekday AM peak hour operations remain satisfactory (LOS C) with marginal (LOS E) operations on certain segments. In the weekday PM peak hour, overall operations will degrade from satisfactory in 2020 (LOS D) to marginal in 2030 (LOS E) with several segments experiencing marginal or poor operations (LOS E/F).
Operations with reduced lane widths are improved in 2030 compared to 2020, since the increased non-auto mode split outweighs the effect of background growth in motor vehicle volumes. However, certain segments along the corridor remain operating marginally (LOS E) or poorly (LOS F) in both the weekday AM and PM peak hours.