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 | ||