| HCS Two-Way Stop-Control Report | ||||||||||||||||
| General Information | Site Information | |||||||||||||||
| Analyst | STK | Intersection | NEWARK AVE & n NEW PROSPECT | |||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Agency/Co. | MRA | Jurisdiction | ||||||||||||||
| Date Performed | 10/7/2025 | East/West Street | NEWARK AVE | |||||||||||||
| Analysis Year | 2025 | North/South Street | N NEW PROSPECT | |||||||||||||
| Time Analyzed | AM | Peak Hour Factor | 0.95 | |||||||||||||
| Intersection Orientation | North-South | Analysis Time Period (hrs) | 0.25 | |||||||||||||
| Project Description | 25-143AE EXIST | |||||||||||||||
| Lanes | ||||||||||||||||
 | ||||||||||||||||
| 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 | 0 | 0 | 0 | 1 | 0 | 0 | 0 | 1 | 0 | 0 | 0 | 1 | 0 | ||
| Configuration | LR | TR | LT | |||||||||||||
| Volume (veh/h) | 28 | 22 | 393 | 97 | 68 | 395 | ||||||||||
| 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) | 53 | 72 | ||||||||||||||
| Capacity, c (veh/h) | 322 | 1045 | ||||||||||||||
| v/c Ratio | 0.16 | 0.07 | ||||||||||||||
| 95% Queue Length, Q95 (veh) | 0.6 | 0.2 | ||||||||||||||
| 95% Queue Length, Q95 (ft) | 15.4 | 5.1 | ||||||||||||||
| Control Delay (s/veh) | 18.4 | 8.7 | 0.8 | |||||||||||||
| Level of Service (LOS) | C | A | A | |||||||||||||
| Approach Delay (s/veh) | 18.4 | 1.9 | ||||||||||||||
| Approach LOS | C | A | ||||||||||||||
| Copyright © 2025 University of Florida. All Rights Reserved. HCS ™ TWSC Version 2025 Generated: 10/7/2025 11:59:48 AM | ||||||||||||||||
HCS™ TWSC Version 2025
25-143AE.xtw