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 |