| HCS Two-Way Stop-Control Report | |||||||||||||||
| General Information | Site Information | ||||||||||||||
| Analyst | STK | Intersection | CR 527 & SITE ACCESS | ||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Agency/G&I | MRA | Intersection | |||||||||||||
| Date Performed | 1/13/25 | East/West Street | SITE ACCESS | ||||||||||||
| Analysis Year | 2035 | North/South Street | CR 527 | ||||||||||||
| Time Analyzed | PM | Peak Hour Factor | 0.95 | ||||||||||||
| Intersection Orientation | North South | Analysis Time Period (hrs) | 0.25 | ||||||||||||
| Project Description | 21-155PFB-1 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 | 10 | 11 | 12 | 7 | 8 | 9 | 1U | 1 | 2 | 3 | 4U | 4 | 5 | ||
| Number of Lanes | 0 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 0 | 0 | 1 | ||
| Configuration | LR | LT | |||||||||||||
| Volume (veh/h) | 18 | 18 | 9 | 648 | 770 | ||||||||||
| Percent Heavy Vehides (%) | 10 | 10 | 10 | ||||||||||||
| 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) | 6.50 | 6.50 | 4.20 | ||||||||||||
| Base Follow-Up Headway (sec) | 3.5 | 3.3 | 2.2 | ||||||||||||
| Follow-Up Headway (sec) | 3.59 | 3.99 | 2.29 | ||||||||||||
| Delay, Queue Length, and Level of Service | |||||||||||||||
| Flow Rate, v (veh/h) | 38 | 9 | |||||||||||||
| Capacity, z (veh/h) | 184 | 774 | |||||||||||||
| v/c Ratio | 0.21 | 0.01 | |||||||||||||
| 95% Queue Length, Q95 (veh) | 0.7 | 0.0 | |||||||||||||
| 95% Queue Length, Q95 (ft) | 18.9 | 0.0 | |||||||||||||
| Control Delay (s/veh) | 29.5 | 9.7 | 0.2 | ||||||||||||
| Level of Service (LOS) | D | A | A | ||||||||||||
| Approach Delay (s/veh) | 29.5 | 0.3 | |||||||||||||
| Approach LOS | D | A | |||||||||||||
Generated: 1/13/2025 5:26:22 PM
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HCS™ TWSC Version 2024
21-155PFB-1.xtw