Chicago Ave - AM Peak Hour
1: Chicago Avenue & Shenandoah Street
[F2]  | ||||||||||||
| Movement | EBL | EBT | EBR | WBL | WBT | WBR | NBL | NBT | NBR | SBL | SBT | SBR |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Lane Configurations | ||||||||||||
| Traffic Volume (veh/h) | 4 | 0 | 15 | 0 | 0 | 0 | 9 | 141 | 7 | 4 | 158 | 2 |
| Future Volume (Veh/h) | 4 | 0 | 15 | 0 | 0 | 0 | 9 | 141 | 7 | 4 | 158 | 2 |
| Sign Control | Stop | Stop | Free | Free | ||||||||
| Grade | 0% | 0% | 0% | 0% | ||||||||
| Peak Hour Factor | 0.92 | 0.92 | 0.92 | 0.92 | 0.92 | 0.92 | 0.92 | 0.92 | 0.92 | 0.92 | 0.92 | 0.92 |
| Hourly flow rate (vph) | 4 | 0 | 16 | 0 | 0 | 0 | 10 | 153 | 8 | 4 | 172 | 2 |
| Pedestrians | 7 | 7 | ||||||||||
| Lane Width (ft) | 12.0 | 12.0 | ||||||||||
| Walking Speed (ft/s) | 3.5 | 3.5 | ||||||||||
| Percent Blockage | 1 | 1 | ||||||||||
| Right turn flare (veh) | ||||||||||||
| Median type | None | None | ||||||||||
| Median storage veh) | ||||||||||||
| Upstream signal (ft) | ||||||||||||
| pX, platoon unblocked | ||||||||||||
| vC, conflicting volume | 372 | 369 | 180 | 374 | 366 | 164 | 181 | 161 | ||||
| vC1, stage 1 conf vol | ||||||||||||
| vC2, stage 2 conf vol | ||||||||||||
| vCu, unblocked vol | 372 | 369 | 180 | 374 | 366 | 164 | 181 | 161 | ||||
| tC, single (s) | 7.6 | 6.5 | 6.3 | 7.1 | 6.5 | 6.2 | 4.2 | 4.1 | ||||
| tC, 2 stage (s) | ||||||||||||
| tF (s) | 4.0 | 4.0 | 3.4 | 3.5 | 4.0 | 3.3 | 2.3 | 2.2 | ||||
| p0 queue free % | 99 | 100 | 98 | 100 | 100 | 100 | 99 | 100 | ||||
| cM capacity (veh/h) | 493 | 554 | 830 | 568 | 556 | 880 | 1333 | 1430 | ||||
| Direction, Lane # | EB 1 | WB 1 | NB 1 | SB 1 | ||||||||
| Volume Total | 20 | 0 | 171 | 178 | ||||||||
| Volume Left | 4 | 0 | 10 | 4 | ||||||||
| Volume Right | 16 | 0 | 8 | 2 | ||||||||
| cSH | 730 | 1700 | 1333 | 1430 | ||||||||
| Volume to Capacity | 0.03 | 0.01 | 0.01 | 0.00 | ||||||||
| Queue Length 95th (ft) | 2 | 0 | 1 | 0 | ||||||||
| Control Delay (s) | 10.1 | 0.0 | 0.5 | 0.2 | ||||||||
| Lane LOS | B | A | A | A | ||||||||
| Approach Delay (s) | 10.1 | 0.0 | 0.5 | 0.2 | ||||||||
| Approach LOS | B | A | ||||||||||
| Intersection Summary | ||||||||||||
| Average Delay | 0.9 | |||||||||||
| Intersection Capacity Utilization | 22.2% | ICU Level of Service | A | |||||||||
| Analysis Period (min) | 15 | |||||||||||
AM Peak Hour
HCM Unsignalized Intersection Capacity Analysis