| HCS Two-Way Stop-Control Report | |||||||||||||||
| General Information | Site Information | ||||||||||||||
| Analyst | STK | Intersection | VETERANS & SITE ACCESS | ||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Agency/Co. | MRA | Jurisdiction | |||||||||||||
| Date Performed | 11/18/2025 | East/West Street | VETERANS | ||||||||||||
| Analysis Year | 2035 | North/South Street | SITE ACCESS | ||||||||||||
| Time Analyzed | AM | Peak Hour Factor | 0.90 | ||||||||||||
| Intersection Orientation | East-West | Analysis Time Period (hrs) | 0.25 | ||||||||||||
| Project Description | 25-208AFB-2 BUILD | ||||||||||||||
| 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 | 0 | 0 | 0 | 0 | ||
| Configuration | T | TR | R | ||||||||||||
| Volume (veh/h) | 815 | 715 | 7 | ||||||||||||
| Percent Heavy Vehides (%) | |||||||||||||||
| Proportion Time Blocked | |||||||||||||||
| Percent Grade (%) | 0 | ||||||||||||||
| Right Turn Channelized | No | ||||||||||||||
| Median Type | Storage | Undivided | ||||||||||||||
| Critical and Follow-up Headways | |||||||||||||||
| Base Critical Headway (sec) | 6.2 | ||||||||||||||
| Critical Headway (sec) | 6.23 | ||||||||||||||
| Base Follow-Up Headway (sec) | 3.3 | ||||||||||||||
| Follow-Up Headway (sec) | 3.33 | ||||||||||||||
| Delay, Queue Length, and Level of Service | |||||||||||||||
| Flow Rate, v (veh/h) | 1 | ||||||||||||||
| Capacity, c (Veh/h) | 384 | ||||||||||||||
| v/c Ratio | 0.00 | ||||||||||||||
| 95% Queue Length, Q95 (veh) | 0.0 | ||||||||||||||
| 95% Queue Length, Q95 (ft) | 0.0 | ||||||||||||||
| Control Delay (s/veh) | 14.4 | ||||||||||||||
| Level of Service (LOS) | B | ||||||||||||||
| Approach Delay (s/veh) | 14.4 | ||||||||||||||
| Approach LOS | B | ||||||||||||||
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