| HCS Signalized Intersection Results Summary | |||||||||||||||
| General Information | Intersection Information | ||||||||||||||
| Agency | MRA | Duration, h | 0.250 | ||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Analyst | STK | Analysis Date | Area Type | Other | |||||||||||
| Jurisdiction | Time Period | PM | PHF | 0.95 | |||||||||||
| Urban Street | EAST VET HWY | Analysis Year | 2035 NO BUILD | Analysis Period | 1 > 7:00 | ||||||||||
| Intersection | BUTTERFLY-GRAND | File Name | 25-208PNB-1.xus | ||||||||||||
| Project Description | 25-208PNB-1 | ||||||||||||||
| Demand Information | EB | WB | NB | SB | |||||||||||
| Approach Movement | L | T | R | L | T | R | L | T | R | L | T | R | |||
| Demand (v), veh/h | 26 | 843 | 32 | 28 | 662 | 46 | 32 | 28 | 21 | 72 | 42 | 35 | |||
| Signal Information | |||||||||||||||
| Cycle, s | 90.0 | Reference Phase | 2 | ||||||||||||
| Offset, s | 0 | Reference Point | End | ||||||||||||
| Uncoordinated | No | Simult. Gap E/W | On | Green | 7.0 | 58.0 | 10.0 | 0.0 | 0.0 | 0.0 | |||||
| Force Mode | Fixed | Simult. Gap N/S | On | Yellow | 3.0 | 4.0 | 4.0 | 0.0 | 0.0 | 0.0 | |||||
| Timer Results | Red | 0.0 | 2.0 | 2.0 | 0.0 | 0.0 | 0.0 | ||||||||
| Assigned Phase | EBL | EBT | WBL | WBT | NBL | NBT | SBL | SBT | |||||||
| Case Number | 5 | 2 | 1 | 6 | 8 | 4 | |||||||||
| Phase Duration, s | 1.1 | 4.0 | 1.1 | 4.0 | 8.0 | 8.0 | |||||||||
| Change Period, ( Y+Rc ), s | 10.0 | 64.0 | 10.0 | 64.0 | 16.0 | 16.0 | |||||||||
| Max Allow Headway ( MAH ), s | 3.0 | 6.0 | 3.0 | 6.0 | 6.0 | 6.0 | |||||||||
| Queue Clearance Time ( gs ), s | 2.7 | 0.0 | 2.7 | 0.0 | 3.2 | 3.2 | |||||||||
| Green Extension Time ( g,o ), s | 2.4 | 2.4 | 6.2 | 10.9 | |||||||||||
| Phase Call Probability | 0.0 | 0.0 | 0.0 | 0.0 | 0.2 | 0.0 | |||||||||
| Max Out Probability | 1.00 | 1.00 | 1.00 | 1.00 | |||||||||||
| Movement Group Results | 0.01 | 0.01 | 0.59 | 1.00 | |||||||||||
| Approach Movement | EB | WB | NB | SB | |||||||||||
| Assigned Movement | L | T | R | L | T | R | L | T | R | L | T | R | |||
| Adjusted Flow Rate ( v ), veh/h | 5 | 2 | 12 | 1 | 6 | 16 | 3 | 8 | 18 | 7 | 4 | 14 | |||
| Adjusted Saturation Flow Rate ( s ), veh/h/ln | 27 | 921 | 29 | 745 | 85 | 157 | |||||||||
| Queue Service Time ( gs ), s | 1781 | 1858 | 1781 | 1849 | 1645 | 1563 | |||||||||
| Cycle Queue Clearance Time ( gc ), s | 0.4 | 31.5 | 0.4 | 21.6 | 0.0 | 4.7 | |||||||||
| Green Ratio ( g/C ) | 0.4 | 31.5 | 0.4 | 21.6 | 4.2 | 8.9 | |||||||||
| Capacity ( c ), veh/h | 0.72 | 0.64 | 0.72 | 0.64 | 0.11 | 0.11 | |||||||||
| Volume-to-Capacity Ratio ( X ) | 492 | 1197 | 384 | 1191 | 239 | 233 | |||||||||
| Back of Queue ( Q ), ft/ln ( 85 th percentile) | 0.056 | 0.769 | 0.077 | 0.626 | 0.357 | 0.673 | |||||||||
| Back of Queue ( Q ), veh/ln ( 85 th percentile) | 5 | 364 | 10 | 254 | 88 | 164 | |||||||||
| Queue Storage Ratio ( RQ ) ( 85 th percentile) | 0.2 | 14.3 | 0.4 | 10.0 | 3.5 | 6.5 | |||||||||
| Uniform Delay ( d1 ), s/veh | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | |||||||||
| Incremental Delay ( d2 ), s/veh | 6.7 | 11.3 | 10.1 | 9.5 | 37.4 | 39.4 | |||||||||
| Initial Queue Delay ( d3 ), s/veh | 0.2 | 4.8 | 0.4 | 2.5 | 4.1 | 14.5 | |||||||||
| Control Delay ( d ), s/veh | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | |||||||||
| Level of Service (LOS) | 7.0 | 16.1 | 10.5 | 12.0 | 41.5 | 53.9 | |||||||||
| Approach Delay, s/veh / LOS | A | B | B | B | D | D | |||||||||
| Intersection Delay, s/veh / LOS | 15.8 | B | 12.0 | B | 41.5 | D | 53.9 | D | |||||||
| Multimodal Results | 18.4 | B | |||||||||||||
| Pedestrian LOS Score / LOS | EB | WB | NB | SB | |||||||||||
| Bicycle LOS Score / LOS | |||||||||||||||
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Generated: 12/9/2025 6:03:37 PM