| HCS Two-Way Stop-Control Report |
| General Information | Site Information |
| Analyst | STK | Intersection | VETERANS & SITE ACCESS |
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| Agency/Co. | MRA | Jurisdiction | |
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| Date Performed | 11/18/2025 | East/West Street | VETERANS |
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| Analysis Year | 2035 | North/South Street | SITE ACCESS |
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| Time Analyzed | PM | Peak Hour Factor | 0.90 |
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| Intersection Orientation | East-West | Analysis Time Period (hrs) | 0.25 |
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| Project Description | 25-208PFB-2 BUILD |
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| Lanes |
| [F2] |
| Vehicle Volumes and Adjustments |
| Approach | Eastbound | Westbound | Northbound | Southbound |
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| Movement | U | L | T | R | U | L | T | R | U | L | T | R | U | L | T |
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| Priority | 1U | 1 | 2 | 3 | 4U | 4 | 5 | 6 | | 7 | 8 | 9 | | 10 | 11 |
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| Number of Lanes | 0 | 0 | 1 | 0 | 0 | 0 | 1 | 0 | | 0 | 0 | 0 | | 0 | 0 |
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| Configuration | | | T | | | | | TR | | | | | | | R |
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| Volume (veh/h) | | | 901 | | | | 727 | 1 | | | | | | | 17 |
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| Percent Heavy Vehicles (%) | | | | | | | | | | | | | | | |
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| Proportion Time Blocked | | | | | | | | | | | | | | | |
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| Percent Grade (%) | | | | | | | | | | | | | | 0 | |
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| Right-Turn Channelized | | | No |
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| Median Type | Storage | Undivided |
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| Critical and Follow-up Headways |
| Base Critical Headway (sec) | | \ | | | | | | | | | | | | | 6.2 |
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| Critical Headway (sec) | | | | | | | | | | | | | | | 6.23 |
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| Base Follow-Up Headway (sec) | | | | | | | | | | | | | | | 3.3 |
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| Follow-Up Headway (sec) | | | | | | | | | | | | | | | 3.33 |
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| Delay Queue Length and Level of Service |
| Flow Rate, v (veh/h) | | | | | | | | | | | | | | | 19 |
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| Capacity, c (veh/h) | | | | | | | | | | | | | | | 379 |
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| v/c Ratio | | | | | | | | | | | | | | | 0.05 |
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| 95% Queue Length, Qes (veh) | | | | | | | | | | | | | | | 0.2 |
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| 95% Queue Length, Qas (ft) | | | | | | | | | | | | | | | 5.1 |
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| Control Delay (s/veh) | | | | | | | | | | | | | | | 15.0 |
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| Level of Service (LOS) | | | | | | | | | | | | | | | B |
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| Approach Delay (s/veh) | | | | | | | | | | | | | | 15.0 |
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| Approach LOS | | | | | | | | | | | | | | B |
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