| uparrow | → | downarrow | downarrow | ← | uparrow | uparrow | uparrow | downarrow | downarrow | downarrow | downarrow | |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Movement | EBL | EBT | EBR | WBL | WBT | WBR | NBL | NBT | NBR | SBL | SBT | SBR |
| Lane Configurations | uparrowuparrow | uparrowuparrow | uparrow | uparrow | uparrowdownarrow | |||||||
| Traffic Volume (vph) | 10 | 335 | 44 | 11 | 255 | 3 | 60 | 10 | 29 | 3 | 12 | 18 |
| Future Volume (vph) | 10 | 335 | 44 | 11 | 255 | 3 | 60 | 10 | 29 | 3 | 12 | 18 |
| Ideal Flow (vphpl) | 1900 | 1900 | 1900 | 1900 | 1900 | 1900 | 1900 | 1900 | 1900 | 1900 | 1900 | 1900 |
| Total Lost time (s) | 6.7 | 6.7 | 5.5 | 5.5 | 5.5 | |||||||
| Lane Util. Factor | 0.95 | 0.95 | 1.00 | 1.00 | 1.00 | |||||||
| Frt | 0.98 | 1.00 | 1.00 | 0.85 | 0.93 | |||||||
| Flt Protected | 1.00 | 1.00 | 0.96 | 1.00 | 1.00 | |||||||
| Satd. Flow (prot) | 3249 | 3390 | 1752 | 1615 | 1751 | |||||||
| Flt Permitted | 0.94 | 0.93 | 0.96 | 1.00 | 1.00 | |||||||
| Satd. Flow (perm) | 3067 | 3157 | 1752 | 1615 | 1751 | |||||||
| Peak-hour factor, PHF | 0.79 | 0.79 | 0.79 | 0.79 | 0.79 | 0.79 | 0.79 | 0.79 | 0.79 | 0.79 | 0.79 | 0.79 |
| Adj. Flow (vph) | 13 | 424 | 56 | 14 | 323 | 4 | 76 | 13 | 37 | 4 | 15 | 23 |
| RTOR Reduction (vph) | 0 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | 32 | 0 | 22 | 0 |
| Lane Group Flow (vph) | 0 | 484 | 0 | 0 | 341 | 0 | 0 | 89 | 5 | 0 | 20 | 0 |
| Heavy Vehicles (%) | 20% | 9% | 7% | 0% | 6% | 33% | 3% | 10% | 0% | 0% | 0% | 0% |
| Turn Type | Perm | NA | Perm | NA | Split | NA | Perm | Split | NA | |||
| Protected Phases | 2 | 6 | 8 | 8 | 4 | 4 | ||||||
| Permitted Phases | 2 | 6 | 8 | |||||||||
| Actuated Green, G (s) | 29.3 | 29.3 | 6.9 | 6.9 | 2.7 | |||||||
| Effective Green, g (s) | 29.3 | 29.3 | 6.9 | 6.9 | 2.7 | |||||||
| Actuated g/C Ratio | 0.52 | 0.52 | 0.12 | 0.12 | 0.05 | |||||||
| Clearance Time (s) | 6.7 | 6.7 | 5.5 | 5.5 | 5.5 | |||||||
| Vehicle Extension (s) | 3.0 | 3.0 | 3.0 | 3.0 | 3.0 | |||||||
| Lane Grp Cap (vph) | 1587 | 1634 | 213 | 196 | 83 | |||||||
| v/s Ratio Prot | c0.05 | c0.01 | ||||||||||
| v/s Ratio Perm | c0.16 | 0.11 | 0.00 | |||||||||
| v/c Ratio | 0.31 | 0.21 | 0.42 | 0.02 | 0.24 | |||||||
| Uniform Delay, d1 | 7.8 | 7.4 | 23.0 | 21.9 | 26.0 | |||||||
| Progression Factor | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | |||||||
| Incremental Delay, d2 | 0.5 | 0.3 | 1.3 | 0.0 | 1.5 | |||||||
| Delay (s) | 8.3 | 7.7 | 24.3 | 21.9 | 27.5 | |||||||
| Level of Service | A | A | C | C | C | |||||||
| Approach Delay (s) | 8.3 | 7.7 | 23.6 | 27.5 | ||||||||
| Approach LOS | A | A | C | C | ||||||||
| Intersection Summary | ||||||||||||
| HCM 2000 Control Delay | 10.8 | HCM 2000 Level of Service | B | |||||||||
| HCM 2000 Volume to Capacity ratio | 0.32 | |||||||||||
| Actuated Cycle Length (s) | 56.6 | Sum of lost time (s) | 17.7 | |||||||||
| Intersection Capacity Utilization | 38.7% | ICU Level of Service | A | |||||||||
| Analysis Period (min) | 15 | |||||||||||
| c Critical Lane Group | ||||||||||||