| 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 | AM | PHF | 0.95 |
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| Urban Street | EAST VET HWY | Analysis Year | 2035 | NOBUILD | Analysis Period | 1> 7:00 |
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| Intersection | BUTTERFLY-GRAND | File Name | 25-208ANB-1.xus |
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| Project Description | 25-208ANB-1 |
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| Demand Information | EB | WB | NB | SB |
| Approach Movement | L | T | R | L | T | R | L | T | R | L | T |
| Demand ( v ), veh/h | 28 | 704 | 13 | 13 | 623 | 42 | 49 | 29 | 20 | 65 | 11 |
| Signal Information | | | | | | | | | | | |
| Cycle, s | 90.0 | Reference Phase | 2 | | | | | | | | | | |
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| Offset, s | 0 | Reference Point | End | Green | 7.0 | 58.0 | 10.0 | 0.0 | 0.0 | 0.0 | | | |
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| Uncoordinated | No | Simult. Gap E/W | On | Yellow | 3.0 | 4.0 | 4.0 | 0.0 | 0.0 | 0.0 | | | |
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| Force Mode | Fixed | Simult. Gap N/S | On | Red | 0.0 | 2.0 | 2.0 | 0.0 | 0.0 | 0.0 | | | |
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| Timer Results | EBL | EBT | WBL | WBT | NBL | NBT | SBL | SBT |
| Assigned Phase | 5 | 2 | 1 | 6 | | 8 | | 4 |
| Case Number | 1.1 | 4.0 | 1.1 | 4.0 | 8.0 | | 8.0 |
| Phase Duration, s | 10.0 | 64.0 | 10.0 | 64.0 | 16.0 | | 16.0 |
| Change Period, ( Y+R c ), s | 3.0 | 6.0 | 3.0 | 6.0 | 6.0 | | 6.0 |
| Max Allow Headway ( MAH ), s | 2.7 | 0.0 | 2.7 | 0.0 | 3.3 | | 3.3 |
| Queue Clearance Time ( g s ), s | 2.4 | | 2.2 | | 7.4 | | 9.0 |
| Green Extension Time ( g e ), s | 0.0 | 0.0 | 0.0 | 0.0 | 0.1 | | 0.1 |
| Phase Call-Probability | 1:00 | | 1.00 | | 1.00 | | 1.00 |
| Max Out Probability | 0.01 | | 0.00 | | 1.00 | | 1.00 |
| Movement Group Results | EB | WB | NB | SB |
| Approach Movement | L | T | R | L | T | R | L | T | R | L | T |
| Assigned Movement | 5 | 2 | 12 | 1 | 6 | 16 | 3 | 8 | 18 | 7 | 4 |
| Adjusted Flow Rate ( v ), veh/h | 29 | 755 | | 14 | 700 | | | 103 | | | 125 |
| Adjusted Saturation Flow Rate ( s ), veh/h/ln | 1781 | 1864 | | 1781 | 1849 | | | 1591 | | | 1531 |
| Queue Service Time ( g s ), s | 0.4 | 21.8 | | 0.2 | 19.5 | | | 0.0 | | | 1.6 |
| Cycle Queue Clearance Time ( g c ), s | 0.4 | 21.8 | | 0.2 | 19.5 | | | 5.4 | | | 7.0 |
| Green Ratio ( g/C ) | 0.72 | 0.64 | | 0.72 | 0.64 | | | 0.11 | | | 0.11 |
| Capacity ( c ), veh/h | 521 | 1201 | | 488 | 1192 | | | 237 | | | 232 |
| Volume-to-Capacity Ratio ( X ) | 0.057 | 0.628 | | 0.028 | 0.587 | | | 0.436 | | | 0.540 |
| Back of Queue ( Q ), f1/ln ( 85 th percentile ) | 6 | 256 | | 3 | 231 | | | 105 | | | 128 |
| Back of Queue ( Q ), veh/ln ( 85 th percentile ) | 0.2 | 10.1 | | 0.1 | 9.1 | | | 4.1 | | | 5.1 |
| Queue Storage Ratio ( RQ ) ( 85 th percentile ) | 0.00 | 0.00 | | 0.00 | 0.00 | | | 0.00 | | | 0.00 |
| Uniform Delay ( d1, s/veh | 6.2 | 9.6 | | 6.7 | 9.2 | | | 37.9 | | | 38.6 |
| Incremental Delay ( d2 ), s/veh | 0.2 | 2.5 | | 0.1 | 2.1 | | | 5.7 | | | 8.7 |
| Initial Queue Delay ( d s ), s/veh | 0.0 | 0.0 | | 0.0 | 0.0 | | | 0.0 | | | 0.0 |
| Control Delay ( d ), s/veh | 6.4 | 12.1 | | 6.8 | 11.3 | | | 43.6 | | | 47.3 |
| Level of Service (LOS) | A | B | | A | B | | | D | | | D |
| Approach Delay, s/veh / LOS | 11.8 | B | 11.2 | B | 43.6 | D | 47.3 | D |
| Intersection Delay, s/veh / LOS | 16.0 | B |
| Multimodal Results | EB | WB | NB | SB |
| Pedestrian LOS Score / LOS | | | | |
| Bicycle LOS Score / LOS | | | | |