| HCS Two-Way Stop-Control Report | ||||||||||||||
| General Information | Site Information | |||||||||||||
| Analyst | STK | Intersection | FARM. & PFISTER | |||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Agency/Co | MRA | Unsidiction | ||||||||||||
| Date Performed | 1/7/26 | East/West Street | FARMINGDALE RD | |||||||||||
| Analysis Year | 2035 | North/South Street | PFISTER ROAD | |||||||||||
| Time Analyzed | AM | Peak Hour Factor | 0.90 | |||||||||||
| Intersection Orientation | East-West | Analysis Time Period (hrs) | 0.25 | |||||||||||
| Project Description | 22-210AFB-1 BUILD-MIT | |||||||||||||
| Lanes | ||||||||||||||
 | ||||||||||||||
| Vehicle Volumes and Adjustments | ||||||||||||||
| Approach | Eastbound | Westbound | Northbound | Southbound | ||||||||||
| Movement | U | L | T | R | U | T | R | U | T | R | U | T | R | |
| Priority | 1U | 1 | 2 | 3 | 4U | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | 12 |
| Number of Lanes | 0 | 1 | 1 | 0 | 0 | 1 | 0 | 0 | 0 | 1 | 0 | 0 | 1 | 0 |
| Configuration | L | TR | L | TR | LTR | LTR | ||||||||
| Volume (veh/h) | 36 | 69 | 55 | 6 | 70 | 48 | 82 | 49 | 20 | 41 | 39 | |||
| Percent Heavy Vehides (%) | 3 | 3 | 3 | 3 | 3 | 3 | 3 | |||||||
| Proportion Time Blocked | ||||||||||||||
| Percent Grade (%) | ||||||||||||||
| Right Turn Channelized | ||||||||||||||
| Median Type | Storage | Undivided | |||||||||||||
| Critical and Follow-up Headways | ||||||||||||||
| Base Critical Headway (sec) | 4.1 | 4.1 | 7.1 | 6.5 | 6.2 | 7.1 | ||||||||
| Critical Headway (sec) | 4.1 | 4.1 | 7.1 | 6.5 | 6.2 | 7.1 | ||||||||
| Base Follow-Up Headway (sec) | 2.2 | 2.2 | 3.5 | 4.0 | 3.3 | 3.5 | ||||||||
| Follow-Up Headway (sec) | 2.2 | 2.2 | 3.5 | 4.0 | 3.3 | 3.5 | ||||||||
| Delay Queue Length and Level of Service | ||||||||||||||
| Flow Rate, v (veh/h) | 40 | 7 | 168 | 116 | ||||||||||
| Capacity (veh/h) | 1448 | 1440 | 578 | 601 | ||||||||||
| v/c Ratio | 0.03 | 0.00 | 0.29 | 0.19 | ||||||||||
| 95% Queue Length Q95 (ft) | 0.1 | 0.00 | 12 | 0.7 | ||||||||||
| 95% Queue Length Q95 (ft) | 2.6 | 0.0 | 30.7 | 17.9 | ||||||||||
| Control Delay (s/veh) | 7.6 | 7 | 3.8 | 12.4 | ||||||||||
| Level of Service (LOS) | A | A | B | B | ||||||||||
| Approach Delay (s/veh) | 17 | 0.4 | 13.8 | 12.4 | ||||||||||
| Approach LOS | A | A | B | B | ||||||||||
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