Chicago Ave - AM Peak Hour
4: Dogwood Drive & W Market Street
 | ||||||
| Lane Group | EBT | WBT | NBT | NBR | SBT | |
|---|---|---|---|---|---|---|
| Lane Group Flow (vph) | 493 | 341 | 89 | 37 | 42 | |
| v/c Ratio | 0.27 | 0.18 | 0.31 | 0.10 | 0.16 | |
| Control Delay | 9.1 | 9.0 | 23.4 | 0.6 | 15.6 | |
| Queue Delay | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | |
| Total Delay | 9.1 | 9.0 | 23.4 | 0.6 | 15.6 | |
| Queue Length 50th (ft) | 29 | 20 | 19 | 0 | 4 | |
| Queue Length 95th (ft) | 82 | 59 | 54 | 0 | 25 | |
| Internal Link Dist (ft) | 1315 | 467 | 445 | 637 | ||
| Turn Bay Length (ft) | 100 | |||||
| Base Capacity (vph) | 1829 | 1873 | 669 | 693 | 682 | |
| Starvation Cap Reductn | 0 | 0 | 0 | 0 | 0 | |
| Spillback Cap Reductn | 0 | 0 | 0 | 0 | 0 | |
| Storage Cap Reductn | 0 | 0 | 0 | 0 | 0 | |
| Reduced v/c Ratio | 0.27 | 0.18 | 0.13 | 0.05 | 0.06 | |
| Intersection Summary | ||||||
AM Peak Hour
Queues