| 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 | PM | Peak Hour Factor | 0.95 | |||||||||||
| Intersection Orientation | North-South | Analysis Time Period (hrs) | 0.25 | |||||||||||
| Project Description | 25-143PFB 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 |
| Priority | 10 | 11 | 12 | 7 | 8 | 9 | 1U | 1 | 2 | 3 | 4U | 4 | ||
| Number of Lanes | 0 | 1 | 0 | 0 | 1 | 0 | 0 | 0 | 1 | 0 | 0 | 1 | ||
| Configuration | LTR | LR | LTR | LTR | ||||||||||
| Volume (veh/h) | 15 | 0 | 15 | 1 | 3 | 15 | 588 | 3 | 1 | |||||
| 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) | 32 | 4 | 16 | 1 | ||||||||||
| Capacity, c (veh/h) | 160 | 243 | 807 | 954 | ||||||||||
| v/c Ratio | 0.20 | 0.02 | 0.02 | 0.00 | ||||||||||
| 95% Queue Length, Q95 (veh) | 0.7 | 0.1 | 0.1 | 0.0 | ||||||||||
| 95% Queue Length, Q95 (ft) | 17.9 | 2.6 | 2.5 | 0.0 | ||||||||||
| Control Delay (s/veh) | 32.9 | 20.1 | 9.6 | 0.3 | 0.3 | 8.8 | ||||||||
| Level of Service (LOS) | D | C | A | A | A | A | ||||||||
| Approach Delay (s/veh) | 32.9 | 0.0 | ||||||||||||
| Approach LOS | D | 20.1 | 0.5 | 0.0 | ||||||||||
| Copyright © 2025 University of Florida. All Rights Reserved. | HCSTM TWSC Version 2025 | A | A | |||||||||||
HCS™ TWSC Version 2025 25-143PFB.xtw