HCS™ TWSC Version 2025 25-202AFB.xtw
| Vehicle Volumes and Adjustments | |||||||||||||||
| Approach | Eastbound | Westbound | Northbound | Southbound | |||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Vozenc | U | U | R | U | R | U | U | U | |||||||
| Priority | 10 | 11 | 12 | 7 | 8 | 9 | 1U | 1 | 2 | 3 | 4U | 4 | 5 | ||
| Number of Vozenc | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||
| Configuration | LR | L | T | TR | |||||||||||
| Volume (veh) | 12 | 56 | 40 | 80 | 6 | 11 | |||||||||
| Percent Heavy Vehicles (%) | 3 | 3 | 3 | ||||||||||||
| Proportion of Vehicles Blocked | |||||||||||||||
| Percent Grade (%) | 0 | ||||||||||||||
| Right to be in Control | |||||||||||||||
| Median Type | Storage | Undivided | ||||||||||||||
| Critical and Follow-up Headways | |||||||||||||||
| Base Critical Headway (sec) | 7.1 | 6.2 | 4.1 | ||||||||||||
| Critical Headway (sec) | 6.5 | 6.2 | 4.5 | ||||||||||||
| Base Follow-Up Headway (sec) | 3.5 | 3.3 | 2.2 | ||||||||||||
| Follow-Up Headway (sec) | 3.7 | 3.6 | 2.2 | ||||||||||||
| Delay, Queue Length, and Level of Service | |||||||||||||||
| Flow Rate, v (veh/h) | 72 | 42 | |||||||||||||
| Capacity (veh/h) | 3.5 | 9.2 | |||||||||||||
| v/c Ratio | 0.21 | 0.05 | |||||||||||||
| 95% Quality of Vehicles (veh) | 0.09 | 0.01 | |||||||||||||
| 95% Queue Length, Qs (ft) | 20.5 | 2.6 | |||||||||||||
| Control Index (scwh) | 18.2 | 9.1 | |||||||||||||
| Level of Service (LOS) | C | A | |||||||||||||
| Approach delay (scwh) | 18.2 | 0.6 | |||||||||||||
| Approach LOS | C | A | |||||||||||||
| Copyright © 2025 University of Florida. All Rights Reserved. | Copyright © 2025 University of Florida. All Rights Reserved. | ||||||||||||||
境境
| HCS Two-Way Stop-Control Report | |||
| General Information | Site Information | ||
| Analyst | STK | Intersection | SOUTH COOKS & GAIL CHAMBERS |
|---|---|---|---|
| Agency/Co | WRA | Jurisdiction | |
| Date Performed | 12/23/2025 | East/West Street | GAIL CHAMBERS |
| Analysis Year | 2035 | North/South Street | SOCOOKSBRIDGE RD |
| Time Analyzed | AM | Peak Hour Factor | 0.95 |
| Intersection Orientation | North South | Analysis Time Period (hrs) | 0.25 |
| Project Description | 25-202AFB BUILD | ||
| Lanes | |||