| HCS Two-Way Stop-Control Report | |||||||||||||||
| General Information | Site Information | ||||||||||||||
| Analyst | STK | Intersection | PTNEY LANE & SITE ACCESS | ||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Agency/Co. | MRA | Jurisdiction | |||||||||||||
| Date Performed | 9/19/2025 | East/West Street | PITNEY | ||||||||||||
| Analysis Year | 2035 | North/South Street | SITE ACCESS | ||||||||||||
| Time Analyzed | AM | Peak Hour Factor | 0.95 | ||||||||||||
| Intersection Orientation | East-West | Analysis Time Period (hrs) | 0.25 | ||||||||||||
| Project Description | 25-173AFB-2 BUILD | ||||||||||||||
| Lanes | |||||||||||||||
 | |||||||||||||||
| Major Street: East-West | |||||||||||||||
| 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 |
| Priority | 1U | 1 | 2 | 3 | 4U | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | ||
| Number of Lanes | 0 | 0 | 1 | 0 | 0 | 0 | 1 | 0 | 0 | 1 | 0 | 0 | 0 | ||
| Configuration | TR | LT | LR | ||||||||||||
| Volume (veh/h) | 95 | 16 | 16 | 88 | 16 | 16 | |||||||||
| 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) | 17 | 34 | |||||||||||||
| Capacity, c (veh/h) | 1465 | 830 | |||||||||||||
| v/c Ratio | 0.01 | 0.04 | |||||||||||||
| 95% Queue Length, Qas (veh) | 0.0 | 0.1 | |||||||||||||
| 95% Queue Length, Qas (ft) | 0.0 | 2.6 | |||||||||||||
| Control Delay (s/veh) | 7.5 | 0.1 | 9.5 | ||||||||||||
| Level of Service (LOS) | A | A | A | ||||||||||||
| Approach Delay (s/veh) | 1.2 | 9.5 | |||||||||||||
| Approach LOS | A | A | |||||||||||||
| Copyright © 2025 University of Florida. All Rights Reserved. HCSTM TWSC Version 2025 Generated: 9/19/2025 9:27:34 AM | |||||||||||||||
HCS™ TWSC Version 2025
25-173AFB-2.xtw