Chicago Ave - Midday Peak Hour
2: Greystone Street & Chicago Avenue
 | ||||||
| Movement | EBL | EBR | NBL | NBT | SBT | SBR |
|---|---|---|---|---|---|---|
| Lane Configurations | uparrow | uparrow | ||||
| Traffic Volume (veh/h) | 5 | 52 | 63 | 221 | 212 | 10 |
| Future Volume (Veh/h) | 5 | 52 | 63 | 221 | 212 | 10 |
| Sign Control | Stop | Free | Free | |||
| Grade | 0% | 0% | 0% | |||
| Peak Hour Factor | 0.92 | 0.92 | 0.92 | 0.92 | 0.92 | 0.92 |
| Hourly flow rate (vph) | 5 | 57 | 68 | 240 | 230 | 11 |
| Pedestrians | ||||||
| Lane Width (ft) | ||||||
| Walking Speed (ft/s) | ||||||
| Percent Blockage | ||||||
| Right turn flare (veh) | ||||||
| Median type | None | None | ||||
| Median storage veh) | ||||||
| Upstream signal (ft) | ||||||
| pX, platoon unblocked | ||||||
| vC, conflicting volume | 612 | 236 | 241 | |||
| vC1, stage 1 conf vol | ||||||
| vC2, stage 2 conf vol | ||||||
| vCu, unblocked vol | 612 | 236 | 241 | |||
| tC, single (s) | 6.4 | 6.2 | 4.1 | |||
| tC, 2 stage (s) | ||||||
| tF (s) | 3.5 | 3.3 | 2.2 | |||
| p0 queue free % | 99 | 93 | 95 | |||
| cM capacity (veh/h) | 436 | 804 | 1326 | |||
| Direction, Lane # | EB 1 | NB 1 | SB 1 | |||
| Volume Total | 62 | 308 | 241 | |||
| Volume Left | 5 | 68 | 0 | |||
| Volume Right | 57 | 0 | 11 | |||
| cSH | 752 | 1326 | 1700 | |||
| Volume to Capacity | 0.08 | 0.05 | 0.14 | |||
| Queue Length 95th (ft) | 7 | 4 | 0 | |||
| Control Delay (s) | 10.2 | 2.1 | 0.0 | |||
| Lane LOS | B | A | ||||
| Approach Delay (s) | 10.2 | 2.1 | 0.0 | |||
| Approach LOS | B | |||||
| Intersection Summary | ||||||
| Average Delay | 2.1 | |||||
| Intersection Capacity Utilization | 40.4% | ICU Level of Service | A | |||
| Analysis Period (min) | 15 | |||||
Midday Peak Hour
HCM Unsignalized Intersection Capacity Analysis