| HCS Signalized Intersection Results Summary |
| General Information | Intersection Information |
| Agency | MRA | Duration, h | 0.250 |
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| Analyst | STK | Analysis Date | | Area Type | Other |
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| Jurisdiction | | Time Period | PM | PHF | 0.95 |
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| Urban Street | EAST VET HWY | Analysis Year | 2035 NO BUILD | Analysis Period | 1 > 7:00 |
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| Intersection | BUTTERFLY-GRAND | File Name | 25-208PNB-1.xus |
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| Project Description | 25-208PNB-1 |
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| 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 | | | | | | | | | | | | |
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| Offset, s | 0 | Reference Point | End | | | | | | | | | | | | |
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| Uncoordinated | No | Simult. Gap E/W | On | Green | 7.0 | 58.0 | 10.0 | 0.0 | 0.0 | 0.0 | | | | | |
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| Force Mode | Fixed | Simult. Gap N/S | On | Yellow | 3.0 | 4.0 | 4.0 | 0.0 | 0.0 | 0.0 | | | | | |
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| Timer Results | | | | Red | 0.0 | 2.0 | 2.0 | 0.0 | 0.0 | 0.0 | | | | | |
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| 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 | | | | |