Generated: 3/4/2026 4:19:10 PM
HCS™ TWSC Version 2025
26-120PFB.xtw
Copyright © 2026 University of Florida. All Rights Reserved.
| Vehicle Volumes and Adjustments |
| Approach | Eastbound | Westbound | Northbound | Southbound |
| Movement | U | L | T | R | U | L | T | R | U | L | T | R | U | L | T | R | L |
|---|
| Priority | 1U | 1 | 2 | 3 | 4U | 4 | 5 | 6 | | 7 | 8 | 9 | | 10 | 11 | 12 | 13 |
|---|
| Number of Lanes | 0 | 0 | 1 | 0 | 0 | 0 | 1 | 0 | | 0 | 0 | 0 | | 0 | 1 | 0 | 0 |
|---|
| Configuration | | LT | | | | | | TR | | | | | | | LR | | |
|---|
| Volume (veh/h) | | 3 | 268 | | | | 295 | 13 | | | | | | 16 | | 10 | 12 |
|---|
| Percent Heavy Vehicles (%) | | 3 | | | | | | | | | | | | 3 | | 3 | 3 |
|---|
| Proportion Time Blocked | | | | | | | | | | | | | | | | | |
|---|
| Percent Grade (%) | | | | | | | | | | | | | | 0 |
|---|
| Roth Turn Clannerized | | | | | | | | | | | | | | | | | |
|---|
| Median Type | Storage | Undivided | |
|---|
| Critical and Follow-up Headways |
| Base Critical Headway (sec) | | 4.1 | | | | | | | | | | | | 7.1 | | 6.2 | 7.4 |
|---|
| Critical Headway (sec) | | 4.1 | | | | | | | | | | | | 6.43 | | 6.23 | 6.4 |
|---|
| Base Follow-Up Headway (sec) | | 2.2 | | | | | | | | | | | | 3.5 | | 3.3 | 3.5 |
|---|
| Follow-Up Headway (sec) | | 2.2 | | | | | | | | | | | | 3.53 | | 3.33 | 3.5 |
|---|
| Delay, Queue Length and Level of Service |
| Flow Rate, v (veh/h) | | 3 | | | | | | | | | | | | | 29 | | 29 |
|---|
| Capacity, c (veh/h) | | 1211 | | | | | | | | | | | | | 512 | | 512 |
|---|
| v/c Ratio | | 0.00 | | | | | | | | | | | | | 0.06 | | 0.06 |
|---|
| 95% Queue Length, Qs (veh) | | 0.0 | | | | | | | | | | | | | 0.2 | | 0.2 |
|---|
| 95% Queue Length, Qs (ft) | | 0.0 | | | | | | | | | | | | | 5.1 | | 5.1 |
|---|
| Control Delay (SVeh) | | 8.0 | 0.0 | | | | | | | | | | | | 12.5 | | 12.5 |
|---|
| Level of Service (LOS) | | A | A | | | | | | | | | | | | B | | B |
|---|
| Approach Delay (SVeh) | | 0.1 | | | | | | | | | | | | | 725 | | 725 |
|---|
| Approach LOS | A | | | | B |
|---|
Major Street East-West
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| HCS Two-Way Stop-Control Report |
| General Information | Site Information |
| Analyst | STK | Intersection |
|---|
| Agency/Co | MRA | Jurisdiction |
|---|
| Date Performed | 3/4/2026 | East/West Street |
|---|
| Analysis Year | 2036 | North/South Street |
|---|
| Time Analyzed | PM | Peak Hour Factor |
|---|
| Intersection Orientation | East-West | Analysis Time Period (hrs) |
|---|
| Project Description | 26-120PFB BUILD |
|---|
| Lanes |