| 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 | R | |
|---|
| Priority | | 10 | 11 | 12 | | 7 | 8 | 9 | 1U | 1 | 2 | 3 | 4U | 4 | 5 | 6 | |
|---|
| Number of Lanes | | 0 | 1 | 0 | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 0 | 0 | 1 | 0 | |
|---|
| Configuration | | | LR | | | | | | LT | | | | | | | TR | |
|---|
| Volume (veh/h) | | 58 | | 28 | | | | | | 27 | 933 | | | | | 896 | 53 |
|---|
| 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 | | 6.23 | | | | | | 4.13 | | | | | | | |
|---|
| Base Follow-Up Headway (sec) | | 3.5 | | 3.3 | | | | | | 2.2 | | | | | | | |
|---|
| Follow-Up Headway (sec) | | 3.53 | | 3.33 | | | | | | 2.23 | | | | | | | |
|---|
| Delay. Queue Length, and Level of Service |
| Flow Rate, v (veh/h) | | | | 91 | | | | | | 28 | | | | | | | |
|---|
| Capacity, c (veh/h) | | | | 80 | | | | | | 689 | | | | | | | |
|---|
| v/c Ratio | | | | 1.14 | | | | | | 0.04 | | | | | | | |
|---|
| 95% Queue Length, Qas (veh) | | | | 6.6 | | | | | | 0.1 | | | | | | | |
|---|
| 95% Queue Length, Qas (ft) | | | | 169.0 | | | | | | 2.6 | | | | | | | |
|---|
| Control Delay (s/veh) | | | | 236.7 | | | | | | 10.5 | 0.9 | | | | | | |
|---|
| Level of Service (LOS) | | | | F | | | | | | B | A | | | | | | |
|---|
| Approach Delay (s/veh) | 236.7 | | | 1.2 | |
|---|
| Approach LOS | F | | A | |
|---|
| General Information | Site Information |
| Analyst | STK | Intersection | PTNEY LANE & SO COOKS BR |
|---|
| Agency/Co. | MRA | Jurisdiction | |
|---|
| Date Performed | 9/19/2025 | East/West Street | PITNEY |
|---|
| Analysis Year | 2025 | North/South Street | SO COOKS BR |
|---|
| Time Analyzed | AM | Peak Hour Factor | 0.95 |
|---|
| Intersection Orientation | North-South | Analysis Time Period (hrs) | 0.25 |
|---|
| Project Description | 25-173AE-1 |
|---|
| Lanes |
HCS Two-Way Stop-Control Report