| HCS Two-Way Stop-Control Report | ||||||||||||||
| General Information | Site Information | |||||||||||||
| Analyst | STK | Intersection | SCHOOL 'A' & PFISTER | |||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Agency/Co. | MRA | Jurisdiction | ||||||||||||
| Date Performed | 1/7/26 | East/West Street | SCHOOL 'A' | |||||||||||
| Analysis Year | 2035 | North/South Street | PFISTER ROAD | |||||||||||
| Time Analyzed | PM | Peak Hour Factor | 0.90 | |||||||||||
| Intersection Orientation | North-South | Analysis Time Period (hrs.) | 0.25 | |||||||||||
| Project Description | 22-210PFB-4 BUILD | |||||||||||||
| Lanes | ||||||||||||||
 | ||||||||||||||
| Vehicle Volumes and Adjustments | ||||||||||||||
| Approach | Eastbound | Westbound | Northbound | Southbound | ||||||||||
| Movement | U | L | T | R | U | L | R | U | L | R | U | L | R | |
| Priority | 10 | 11 | 12 | 7 | 8 | 9 | 1U | 1 | 2 | 3 | 4U | 5 | ||
| Number of Lanes | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
| Configuration | LR | LT | TR | |||||||||||
| Volume (veh/n) | 0 | 3 | 5 | 40 | 31 | |||||||||
| Percent Heavy Vehicles (%) | 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) | 7.1 | 6.2 | 4.1 | |||||||||||
| Critical Headway (sec) | 6.43 | 5.23 | 4.1 | |||||||||||
| Base Follow-Up Headway (sec) | 3.5 | 3.3 | 2.2 | |||||||||||
| Follow-Up Headway (sec) | 2.53 | 3.33 | 2.2 | |||||||||||
| Delay, Queue Length, and Level of Service | ||||||||||||||
| Flow Rate, v (veh/n) | 3 | 6 | ||||||||||||
| Capacity (veh/n) | 1036 | 1572 | ||||||||||||
| v/c Ratio | 0.00 | 0.00 | ||||||||||||
| 95% Queue Length, Q95 (ft) | 0.0 | 0.0 | ||||||||||||
| 95% Queue Length, Q95 (ft) | 0.0 | 0.0 | ||||||||||||
| Control Delay (veh) | 8.5 | 7.5 | 0.0 | |||||||||||
| Level of Service (LOS) | A | A | A | |||||||||||
| Approach Delay (veh) | 8.5 | 0.8 | ||||||||||||
| Approach LOS | A | A | ||||||||||||
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