HCS™ TWSC Version 2025 22-210PE-1.xtw
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| 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 | U | L |
| Priority | 1U | 1 | 2 | 3 | 4U | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | 12 | ||||
| Number of Lanes | 0 | 0 | 1 | 0 | 0 | 0 | 1 | 0 | 0 | 0 | 0 | 0 | 1 | 0 | ||||
| Configuration | LT | TR | LR | |||||||||||||||
| Volume (veh/h) | 7 | 217 | 112 | 20 | 13 | 5 | ||||||||||||
| Percent Heavy Vehicles (%) | 3 | 3 | 3 | |||||||||||||||
| Proportion Time Blocked | ||||||||||||||||||
| Percent Grade (%) | ||||||||||||||||||
| Right Turn Channelized | 0 | |||||||||||||||||
| 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) | 8 | 20 | ||||||||||||||||
| Capacity, c (veh/h) | 1429 | 668 | ||||||||||||||||
| V/c Ratio | 0.01 | 0.03 | ||||||||||||||||
| 95% Queue Length, Qas (veh) | 0.0 | 0.1 | ||||||||||||||||
| 95% Queue Length, Qas (ft) | 0.0 | 2.6 | ||||||||||||||||
| Control Delay (s/veh) | 7.5 | 0.0 | 10.6 | |||||||||||||||
| Level of Service (LOS) | A | A | B | |||||||||||||||
| Approach Delay (s/veh) | 0.3 | 10.6 | ||||||||||||||||
| Approach LOS | A | B | ||||||||||||||||
| General Information | Site Information | ||
| Analyst | STK | Intersection | FARM. & PFISTER |
|---|---|---|---|
| Agency/Co. | MRA | Jurisdiction | |
| Date Performed | 9/29/2022 | East/West Street | FARMINGDALE RD |
| Analysis Year | 2022 | North/South Street | PFISTER ROAD |
| Time Analyzed | PM | Peak Hour Factor | 0.90 |
| Intersection Orientation | East-West | Analysis Time Period (hrs) | 0.25 |
| Project Description | 22-210PE-1 EXIST | ||
| Lanes | |||