Chicago Ave - Midday Peak Hour
1: Chicago Avenue & Shenandoah Street
| Movement | EBL | EBT | EBR | WBL | WBT |  [F3] | [F5] | [F2] | |||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Lane Configurations | |||||||||||||
| Traffic Volume (veh/h) | 5 | 0 | 19 | 4 | 1 | 1 | 12 | 166 | 3 | 0 | 152 | 7 | |
| Future Volume (Veh/h) | 5 | 0 | 19 | 4 | 1 | 1 | 12 | 166 | 3 | 0 | 152 | 7 | |
| Sign Control | Stop | Stop | Free | Free | |||||||||
| Grade | 0% | 0% | 0% | 0% | |||||||||
| Peak Hour Factor | 0.81 | 0.81 | 0.81 | 0.81 | 0.81 | 0.81 | 0.81 | 0.81 | 0.81 | 0.81 | 0.81 | 0.81 | 0.81 |
| Hourly flow rate (vph) | 6 | 0 | 23 | 5 | 1 | 1 | 15 | 205 | 4 | 0 | 188 | 9 | |
| Pedestrians | 6 | ||||||||||||
| Lane Width (ft) | 12.0 | ||||||||||||
| Walking Speed (ft/s) | 3.5 | ||||||||||||
| Percent Blockage | 1 | ||||||||||||
| Right turn flare (veh) | |||||||||||||
| Median type | None | None | |||||||||||
| Median storage veh) | |||||||||||||
| Upstream signal (ft) | |||||||||||||
| pX, platoon unblocked | |||||||||||||
| vC, conflicting volume | 437 | 438 | 198 | 452 | 440 | 207 | 203 | 209 | |||||
| vC1, stage 1 conf vol | |||||||||||||
| vC2, stage 2 conf vol | |||||||||||||
| vCu, unblocked vol | 437 | 438 | 198 | 452 | 440 | 207 | 203 | 209 | |||||
| tC, single (s) | 7.1 | 6.5 | 6.2 | 7.1 | 6.5 | 6.2 | 4.1 | 4.1 | |||||
| tC, 2 stage (s) | |||||||||||||
| tF (s) | 3.5 | 4.0 | 3.3 | 3.5 | 4.0 | 3.3 | 2.2 | 2.2 | |||||
| p0 queue free % | 99 | 100 | 97 | 99 | 100 | 100 | 99 | 100 | |||||
| cM capacity (veh/h) | 522 | 507 | 843 | 500 | 506 | 839 | 1373 | 1374 | |||||
| Direction, Lane # | EB 1 | WB 1 | NB 1 | SB 1 | |||||||||
| Volume Total | 29 | 7 | 224 | 197 | |||||||||
| Volume Left | 6 | 5 | 15 | 0 | |||||||||
| Volume Right | 23 | 1 | 4 | 9 | |||||||||
| cSH | 748 | 532 | 1373 | 1374 | |||||||||
| Volume to Capacity | 0.04 | 0.01 | 0.01 | 0.00 | |||||||||
| Queue Length 95th (ft) | 3 | 1 | 1 | 0 | |||||||||
| Control Delay (s) | 10.0 | 11.9 | 0.6 | 0.0 | |||||||||
| Lane LOS | B | B | A | ||||||||||
| Approach Delay (s) | 10.0 | 11.9 | 0.6 | 0.0 | |||||||||
| Approach LOS | B | B | |||||||||||
| Intersection Summary | |||||||||||||
| Average Delay | 1.1 | ||||||||||||
| Intersection Capacity Utilization | 28.8% | ICU Level of Service | A | ||||||||||
| Analysis Period (min) | 15 | ||||||||||||
Midday Peak Hour
HCM Unsignalized Intersection Capacity Analysis