| HCS Two-Way Stop-Control Report | ||||||||||||||
| General Information | Site Information | |||||||||||||
| Analyst | STK | Intersection | FARM. & SCHOOL'A' | |||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Agency/Co | MRA | Jurisdiction | ||||||||||||
| Date Performed | 1/7/26 | East/West Street | FARMINGDALE RD | |||||||||||
| Analysis Year | 2035 | North/South Street | SGHOOL A | |||||||||||
| Time Analyzed | PM | Peak Hour Factor | 0.90 | |||||||||||
| Intersection Orientation | East-West | Analysis Time Period (hrs) | 0.25 | |||||||||||
| Project Description | 22-210PFB-3 BUILD | |||||||||||||
| Lanes | ||||||||||||||
 | ||||||||||||||
| Major Street: East-West | ||||||||||||||
| Vehicle Volumes and Adjustments | ||||||||||||||
| Approach | Eastbound | Westbound | Northbound | Southbound | ||||||||||
| Movement | U | L | T | R | U | L | R | U | L | R | U | L | T | R |
| Priority | 1U | 1 | 2 | 3 | 4U | 4 | 5 | 6 | 7 | 8 | 9 | 12 | ||
| Number of Lanes | 0 | 0 | 1 | 0 | 0 | 0 | 1 | 0 | 0 | 0 | 0 | 0 | ||
| Configuration | T | T | LR | |||||||||||
| Volume (veh/h) | 256 | 136 | 1 | |||||||||||
| Percent Heavy Vehicles (%) | 3 | |||||||||||||
| Proportion Time Blocked | ||||||||||||||
| Percent Grade (%) | ||||||||||||||
| Right Turn Channelized | 0 | |||||||||||||
| Median Type | Storage | Undivided | |||||||||||||
| Critical and Follow-up Headways | ||||||||||||||
| Base Critical Headway (sec) | 7.1 | |||||||||||||
| Critical Headway (sec) | 6.4 | |||||||||||||
| Base Follow-Up Headway (sec) | 3.5 | |||||||||||||
| Follow Up Headway (sec) | 3.5 | |||||||||||||
| Delay, Queue Length, and Level of Service | ||||||||||||||
| Flow Rate, v (veh/h) | 2 | |||||||||||||
| Capacity, c (veh/h) | 7.00 | |||||||||||||
| v/c Ratio | 0.00 | |||||||||||||
| 95% Queue Length, Qs (veh) | 0.00 | |||||||||||||
| 95% Queue Length, Qas (ft) | 0.0 | |||||||||||||
| Control Delay (s/wk) | 102 | |||||||||||||
| Level of Service (LOS) | B | |||||||||||||
| Approach Delay (s/wh) | 102 | |||||||||||||
| Approach LOS | B | |||||||||||||
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