Generated: 3/4/2026 4:17:49 PM
HCS™ TWSC Version 2025 26-120AFB.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 | U | L |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Priority | 1U | 1 | 2 | 3 | 4U | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | 12 | 10 | 11 | ||
| Number of Lanes | 0 | 0 | 1 | 0 | 0 | 0 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 0 | ||
| Configuration | LT | TR | LR | |||||||||||||||
| Volume (veh/h) | 6 | 200 | 264 | 113 | 3 | 1 | ||||||||||||
| Percent Heavy Vehicles (%) | 3 | 3 | 3 | |||||||||||||||
| Proportion Time Blocked | ||||||||||||||||||
| Percent Grade (%) | 0 | |||||||||||||||||
| Right Turn Channelized | ||||||||||||||||||
| Median Type | Storage | Undivided | |||||||||||||||||
| Critical and Follow-up Headways | ||||||||||||||||||
| Base Critical Headway (sec) | 4.1 | 7.1 | 6.2 | |||||||||||||||
| Critical Headway (sec) | 4.13 | 6.43 | 6.23 | |||||||||||||||
| Base Follow-Up Headway (sec) | 2.2 | 3.5 | 3.3 | |||||||||||||||
| Follow-Up Headway (sec) | 2.23 | 3.53 | 3.33 | |||||||||||||||
| Delay, Queue Length, and Level of Service | ||||||||||||||||||
| Flow Rate, v (veh/h) | 7 | 4 | ||||||||||||||||
| Capacity, c (veh/h) | 1247 | 544 | ||||||||||||||||
| v/c Ratio | 0.01 | 0.01 | ||||||||||||||||
| 95% Queue Length Qs (veh) | 0.0 | 0.0 | ||||||||||||||||
| 95% Queue Length, Qas (ft) | 0.0 | 0.0 | ||||||||||||||||
| Control Delay (s/ah) | 7.9 | 0.0 | 10.7 | |||||||||||||||
| Level of Service (LOS) | A | A | B | |||||||||||||||
| Approach Delay (s/ah) | 0.3 | 11.7 | ||||||||||||||||
| Approach LOS | A | B | ||||||||||||||||
Maior Street East-West
2024年1月1日
閟閦閦閦閦
| General Information | ||||
| Analyst | STK | Intersection | EAST COMM & SITE ACCESS | |
|---|---|---|---|---|
| Agency/Co | MRA | Jurisdiction | ||
| Date Performed | 3/4/2026 | East/West Street | EAST COMM BLVD | |
| Analysis Year | 2036 | North/South Street | SITE ACCESS | |
| Time Analyzed | AM | Peak Hour Factor | 0.90 | |
| Intersection Orientation | East-West | Analysis Time Period (hrs) | 0.25 | |
| Project Description | 26-120AFB BUILD | |||
| Lanes | ||||
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