| 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-SITE ACCESS | ||||||||||||
| Analysis Year | 2035 | 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 | 25-143AFB BUILD | ||||||||||||||
| 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 |
| Priority | 10 | 11 | 12 | 7 | 8 | 9 | 1U | 1 | 2 | 3 | 4U | 4 | 5 | ||
| Number of Lanes | 0 | 1 | 0 | 0 | 1 | 0 | 0 | 0 | 1 | 0 | 0 | 0 | 1 | ||
| Configuration | LTR | LR | LTR | LTR | |||||||||||
| Volume (veh/h) | 24 | 0 | 24 | 28 | 22 | 24 | 432 | 97 | 68 | 434 | |||||
| Percent Heavy Vehicles (%) | 3 | 3 | 3 | 3 | 3 | 3 | 3 | ||||||||
| Proportion Time Blocked | |||||||||||||||
| Percent Grade (%) | 0 | 0 | |||||||||||||
| Right Turn Channelized | |||||||||||||||
| Median Type | Storage | Undivided | ||||||||||||||
| Critical and Follow-up Headways | |||||||||||||||
| Base Critical Headway (sec) | 7.1 | 6.5 | 6.2 | 7.1 | 6.2 | 4.1 | 4.1 | ||||||||
| Critical Headway (sec) | 7.13 | 6.53 | 6.23 | 7.13 | 6.23 | 4.13 | 4.13 | ||||||||
| Base Follow-Up Headway (sec) | 3.5 | 4.0 | 3.3 | 3.5 | 3.3 | 2.2 | 2.2 | ||||||||
| Follow-Up Headway (sec) | 3.53 | 4.03 | 3.33 | 3.53 | 3.33 | 2.23 | 2.23 | ||||||||
| Delay, Queue Length, and Level of Service | |||||||||||||||
| Flow Rate, v (veh/h) | 51 | 53 | 25 | 72 | |||||||||||
| Capacity, c (veh/h) | 225 | 207 | 1075 | 1009 | |||||||||||
| v/c Ratio | 0.22 | 0.25 | 0.02 | 0.07 | |||||||||||
| 95% Queue Length, Q95 (veh) | 0.8 | 1.0 | 0.1 | 0.2 | |||||||||||
| 95% Queue Length, Q95 (ft) | 20.5 | 25.6 | 2.5 | 5.0 | |||||||||||
| Control Delay (s/veh) | 25.6 | 28.2 | 8.4 | 0.3 | 0.3 | 8.8 | 0.9 | ||||||||
| Level of Service (LOS) | D | D | A | A | A | A | A | ||||||||
| Approach Delay (s/veh) | 25.6 | 28.2 | 0.6 | 1.9 | |||||||||||
| Approach LOS | D | D | A | A | |||||||||||
| Copyright © 2025 University of Florida. All Rights Reserved. HCS™ TWSC Version 2025 Generated: 10/7/2025 12:06:17 PM | |||||||||||||||
HCS™ TWSC Version 2025
25-143AFB.xtw