| HCS Two-Way Stop-Control Report | |||||||||||||||
| General Information | Site Information | ||||||||||||||
| Analyst | STK | Intersection | FARM. & NEW PROSPECT | ||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Agency/Co | MRA | Jurisdiction | |||||||||||||
| Date Performed | 9/29/2022 | East/West Street | FARMINGDALE RD | ||||||||||||
| Analysis Year | 2022 | North/South Street | NEW PROSPECT ROAD | ||||||||||||
| Time Analyzed | AM | Peak Hour Factor | 0.90 | ||||||||||||
| Intersection Orientation | East-West | Analysis Time Period (hrs) | 0.25 | ||||||||||||
| Project Description | 22-210AE-2 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 |
| 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) | 72 | 56 | 5 | 75 | 80 | 17 | |||||||||
| 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) | 6 | 108 | |||||||||||||
| Capacity, c (veh/h) | 1434 | 802 | |||||||||||||
| v/c Ratio | 0.00 | 0.13 | |||||||||||||
| 95% Queue Length, Q95 (veh) | 0.0 | 0.5 | |||||||||||||
| Control Delay (s/veh) | 7.5 | 0.0 | 10.2 | ||||||||||||
| Level of Service (LOS) | A | A | B | ||||||||||||
| Approach Delay (s/veh) | 0.5 | 10.2 | |||||||||||||
| Approach LOS | A | B | |||||||||||||
HCS™ TWSC Version 2023
22-210AE-2.xtw