| 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 BUILD | Analysis Period | 1 > 7:00 | ||||||||||
| Intersection | BUTTERFLY-GRAND | File Name | 25-208PFB-1.xus | ||||||||||||
| Project Description | 25-208PFB-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 | 29 | 840 | 32 | 28 | 661 | 48 | 32 | 29 | 21 | 87 | 46 | 35 | |||
| Signal Information | |||||||||||||||
| Cycle, s | 90.0 | Reference Phase | 2 | ||||||||||||
| Offset, s | 0 | Reference Point | End | Green | 7.0 | 58.0 | 10.0 | 0.0 | 0.0 | 0.0 | |||||
| Uncoordinated | No | Simult. Gap E/W | On | Yellow | 3.0 | 4.0 | 4.0 | 0.0 | 0.0 | 0.0 | |||||
| Force Mode | Fixed | Simult. Gap N/S | On | Red | 0.0 | 2.0 | 2.0 | 0.0 | 0.0 | 0.0 | |||||
| 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 | 3.2 | 3.2 | |||||||||
| Queue Clearance Time ( g s ), s | 2.4 | 2.4 | 6.3 | 12.0 | |||||||||||
| Green Extension Time ( g s ), s | 0.0 | 0.0 | 0.0 | 0.0 | 0.2 | 0.0 | |||||||||
| Phase Call Probability | 1.00 | 1.00 | 1.00 | 1.00 | |||||||||||
| Max Out Probability | 0.01 | 0.01 | 0.66 | 1.00 | |||||||||||
| Movement Group Results | EB | WB | NB | SB | |||||||||||
| Approach Movement | L | T | R | L | T | R | L | T | R | L | T | R | |||
| Assigned Movement | 5 | 2 | 12 | 1 | 6 | 16 | 3 | 8 | 18 | 7 | 4 | 14 | |||
| Adjusted Flow Rate ( v ), veh/h | 31 | 918 | 29 | 746 | 86 | 177 | |||||||||
| Adjusted Saturation Flow Rate ( s ), veh/h/ln | 1781 | 1858 | 1781 | 1848 | 1624 | 1542 | |||||||||
| Queue Service Time ( g s ), s | 0.4 | 31.2 | 0.4 | 21.7 | 0.0 | 5.7 | |||||||||
| Cycle Queue Clearance Time ( g c ), s | 0.4 | 31.2 | 0.4 | 21.7 | 4.3 | 10.0 | |||||||||
| Green Ratio ( g/C ) | 0.72 | 0.64 | 0.72 | 0.64 | 0.11 | 0.11 | |||||||||
| Capacity ( c ), veh/h | 491 | 1197 | 386 | 1191 | 236 | 232 | |||||||||
| Volume-to-Capacity Ratio ( X ) | 0.062 | 0.767 | 0.076 | 0.627 | 0.366 | 0.762 | |||||||||
| Back of Queue ( Q ), ft/ln ( 85 th percentile) | 6 | 361 | 10 | 254 | 90 | 192 | |||||||||
| Back of Queue ( Q ), veh/ln ( 85 th percentile) | 0.2 | 14.2 | 0.4 | 10.0 | 3.5 | 7.6 | |||||||||
| Queue Storage Ratio ( RQ ) ( 85 th percentile) | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | |||||||||
| Uniform Delay ( d t ), s/veh | 6.8 | 11.2 | 10.0 | 9.5 | 37.4 | 40.1 | |||||||||
| Incremental Delay ( d z ), s/veh | 0.2 | 4.7 | 0.4 | 2.5 | 4.3 | 20.8 | |||||||||
| Initial Queue Delay ( d s ), s/veh | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | |||||||||
| Control Delay ( d ), s/veh | 7.0 | 16.0 | 10.4 | 12.0 | 41.7 | 60.9 | |||||||||
| Level of Service (LOS) | A | B | B | B | D | E | |||||||||
| Approach Delay, s/veh / LOS | 15.7 | B | 12.0 | B | 41.7 | D | 60.9 | E | |||||||
| Intersection Delay, s/veh / LOS | 19.4 | B | |||||||||||||
| Multimodal Results | EB | WB | NB | SB | |||||||||||
| Pedestrian LOS Score / LOS | |||||||||||||||
| Bicycle LOS Score / LOS | |||||||||||||||
Copyright © 2025 University of Florida, All Rights Reserved.