| HCS7 Two-Way Stop-Control Report | ||||||||||||||
| General Information | Site Information | |||||||||||||
| Analyst | STK | Intersection | FARM. & PFISTER | |||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Agency/Co | MRA | Function | ||||||||||||
| Date Performed | 9/29/2022 | East/West Street | FARMINGDALE RD | |||||||||||
| Analysis Year | 2022 | North South Street | PFISTER ROAD | |||||||||||
| Time Analyzed | AM | Peak Hour Factor | 0.90 | |||||||||||
| Intersection Orientation | East West | Analysis Time Period (1h) | 0.25 | |||||||||||
| Project Description | 22-210AE-1 EXIST | |||||||||||||
| Lanes | ||||||||||||||
 | ||||||||||||||
| Vehicle Volumes and Adjustments | ||||||||||||||
| Approach | Eastbound | Westbound | Northbound | Southbound | ||||||||||
| Movement | U | L | T | R | U | L | R | U | T | R | U | L | T | |
| Priority | 1U | 1 | 2 | 3 | 4U | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | 12 |
| Number of Lanes | 10 | 10 | 11 | 10 | 10 | 0 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
| Configuration | LT | TR | LR | |||||||||||
| Volume (veh/h) | 1 | 104 | 132 | 22 | 24 | 5 | ||||||||
| Percent Heavy Vehides (%) | 3 | 3 | 3 | |||||||||||
| Proportion Time Blocked | ||||||||||||||
| Percent Grade (%) | 0 | |||||||||||||
| Right Turn Channelized | ||||||||||||||
| Median Type | Storage | Undivided | |||||||||||||
| Critical and Follow-up Headways | ||||||||||||||
| Base Critical Headway (sec) | 4.1 | 7.1 | 6.2 | |||||||||||
| Critical Headway (sec) | 4.1 | 6.43 | 6.23 | |||||||||||
| Base Follow-Up Headway (sec) | 2.2 | 3.5 | 3.3 | |||||||||||
| Follow-Up Headway (sec) | 2.2 | 3.53 | 3.35 | |||||||||||
| Delay Queue Length and Level of Service | ||||||||||||||
| Flow Rate, v (veh/h) | 1 | 32 | ||||||||||||
| Capacity c (veh/h) | 1395 | 73 | ||||||||||||
| v/c Ratio | 0.00 | 0.04 | ||||||||||||
| 95% Queue Length, Qsc (veh) | 0.0 | 0.1 | ||||||||||||
| Control Delay (s/veh) | 7.6 | 10.1 | ||||||||||||
| Level of Service (LOS) | A | 6 | ||||||||||||
| Approach Delay (s/veh) | 0.1 | 10.1 | ||||||||||||
| Approach LOS | 8 | |||||||||||||
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