Chicago Ave - Midday Peak Hour
4: Dogwood Drive & W Market Street
 | ||||||
| Lane Group | EBT | WBT | NBT | NBR | SBT | |
|---|---|---|---|---|---|---|
| Lane Group Flow (vph) | 378 | 348 | 98 | 28 | 35 | |
| v/c Ratio | 0.29 | 0.28 | 0.17 | 0.04 | 0.05 | |
| Control Delay | 8.4 | 9.6 | 9.7 | 3.5 | 6.6 | |
| Queue Delay | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | |
| Total Delay | 8.4 | 9.6 | 9.7 | 3.5 | 6.6 | |
| Queue Length 50th (ft) | 27 | 28 | 15 | 0 | 3 | |
| Queue Length 95th (ft) | 50 | 51 | 38 | 9 | 15 | |
| Internal Link Dist (ft) | 1315 | 467 | 164 | 637 | ||
| Turn Bay Length (ft) | 100 | |||||
| Base Capacity (vph) | 1309 | 1244 | 591 | 667 | 684 | |
| 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 | 0.29 | 0.28 | 0.17 | 0.04 | 0.05 | |
| Intersection Summary | ||||||
Midday Peak Hour Queues