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) | 4 | 43 | 52 | 181 | 175 | 8 | |
| Future Volume (Veh/h) | 4 | 43 | 52 | 181 | 175 | 8 | |
| Sign Control | Stop | Free | Free | ||||
| Grade | 0% | 0% | 0% | ||||
| Peak Hour Factor | 0.84 | 0.84 | 0.84 | 0.84 | 0.84 | 0.84 | |
| Hourly flow rate (vph) | 5 | 51 | 62 | 215 | 208 | 10 | |
| 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 | 552 | 213 | 218 | ||||
| vC1, stage 1 conf vol | |||||||
| vC2, stage 2 conf vol | |||||||
| vCu, unblocked vol | 552 | 213 | 218 | ||||
| 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 | 94 | 95 | ||||
| cM capacity (veh/h) | 475 | 827 | 1352 | ||||
| Direction, Lane # | EB 1 | NB 1 | SB 1 | ||||
| Volume Total | 56 | 277 | 218 | ||||
| Volume Left | 5 | 62 | 0 | ||||
| Volume Right | 51 | 0 | 10 | ||||
| cSH | 776 | 1352 | 1700 | ||||
| Volume to Capacity | 0.07 | 0.05 | 0.13 | ||||
| Queue Length 95th (ft) | 6 | 4 | 0 | ||||
| Control Delay (s) | 10.0 | 2.1 | 0.0 | ||||
| Lane LOS | B | A | |||||
| Approach Delay (s) | 10.0 | 2.1 | 0.0 | ||||
| Approach LOS | B | ||||||
| Intersection Summary | |||||||
| Average Delay | 2.1 | ||||||
| Intersection Capacity Utilization | 35.4% | ICU Level of Service | A | ||||
| Analysis Period (min) | 15 | ||||||
Midday Peak Hour
HCM Unsignalized Intersection Capacity Analysis