Generated: 9/19/2025 9:17:41 AM
HCS™ TWSC Version 2025 25-173AFB-1.xtw
Copyright © 2025 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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Priority | 10 | 11 | 12 | 7 | 8 | 9 | 1U | 1 | 2 | 3 | 4U | 4 | 5 | 6 | ||
| Number of Lanes | 0 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 0 | 0 | 1 | 0 | ||
| Configuration | LR | LT | TR | |||||||||||||
| Volume (veh/h) | 66 | 31 | 33 | 1026 | 1003 | 60 | ||||||||||
| 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) | 7.1 | 6.2 | 4.1 | |||||||||||||
| Critical Headway (sec) | 6.43 | 6.23 | 4.13 | |||||||||||||
| Base Follow-Up Headway (sec) | 3.5 | 3.3 | 2.2 | |||||||||||||
| Follow-Up Headway (sec) | 3.53 | 3.33 | 2.23 | |||||||||||||
| Delay, Queue Length, and Level of Service | ||||||||||||||||
| Flow Rate, v (veh/h) | 102 | 35 | ||||||||||||||
| Capacity, c (veh/h) | 55 | 621 | ||||||||||||||
| v/c Ratio | 1.87 | 0.06 | ||||||||||||||
| 95% Queue Length, Q_{95} (veh) | 9.8 | 0.2 | ||||||||||||||
| 95% Queue Length, Q_{95} (ft) | 250.9 | 5.1 | ||||||||||||||
| Control Delay (s/veh) | 571.9 | 11.1 | 1.6 | |||||||||||||
| Level of Service (LOS) | F | B | A | |||||||||||||
| Approach Delay (s/veh) | 571.9 | 1.9 | ||||||||||||||
| Approach LOS | F | A | ||||||||||||||
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| General Information | Site Information | ||
| Analyst | STK | Intersection | PTNEY LANE & SO COOKS BR |
|---|---|---|---|
| Agency/Co. | MRA | Jurisdiction | |
| Date Performed | 9/19/2025 | East/West Street | PITNEY |
| Analysis Year | 2035 | North/South Street | SO COOKS BR |
| Time Analyzed | AM | Peak Hour Factor | 0.95 |
| Intersection Orientation | North-South | Analysis Time Period (hrs) | 0.25 |
| Project Description | 25-173AFB-1 BUILD | ||
| Lanes | |||