Two-Way Stop Control
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| General Information | Site Information | ||
|---|---|---|---|
| Analyst | RMM | Intersection | SHROYER & WILTSHIRE |
| Agency/Co. | CMT | Jurisdiction | |
| Date Performed | 3/2/2016 | Analysis Year | 2015 |
| Analysis Time Period | AM PEAK | ||
| Project Description SHROYER 4-LANES | |||
| East/West Street: WILTSHIRE | North/South Street: SHROYER | ||
| Intersection Orientation: North-South | Study Period (hrs): 0.25 | ||
Vehicle Volumes and Adjustments
| Major Street | Northbound | Southbound | ||||
| Movement | 1 | 2 | 3 | 4 | 5 | 6 |
| L | T | R | L | T | R | |
| Volume (veh/h) | 0 | 693 | 11 | 1 | 530 | 2 |
| Peak-Hour Factor, PHF | 0.92 | 0.92 | 0.92 | 0.92 | 0.92 | 0.92 |
| Hourly Flow Rate, HFR (veh/h) | 0 | 753 | 11 | 1 | 576 | 2 |
| Percent Heavy Vehicles | 2 | -- | -- | 2 | -- | -- |
| Median Type | Undivided | |||||
| RT Channelized | 0 | 0 | ||||
| Lanes | 0 | 2 | 0 | 0 | 2 | 0 |
| Configuration | LT | TR | LT | TR | ||
| Upstream Signal | 0 | 0 | ||||
| Minor Street | Eastbound | Westbound | ||||
| Movement | 7 | 8 | 9 | 10 | 11 | 12 |
| L | T | R | L | T | R | |
| Volume (veh/h) | 5 | 0 | 10 | 20 | 3 | 11 |
| Peak-Hour Factor, PHF | 0.92 | 0.92 | 0.92 | 0.92 | 0.92 | 0.92 |
| Hourly Flow Rate, HFR (veh/h) | 5 | 0 | 10 | 21 | 3 | 11 |
| Percent Heavy Vehicles | 2 | 2 | 2 | 2 | 2 | 2 |
| Percent Grade (%) | 0 | 0 | ||||
| Flared Approach | N | N | ||||
| Storage | 0 | 0 | ||||
| RT Channelized | 0 | 0 | ||||
| Lanes | 0 | 1 | 0 | 0 | 1 | 0 |
| Configuration | LTR | LTR | ||||
Delay, Queue Length, and Level of Service
| Approach | Northbound | Southbound | Westbound | Eastbound | ||||
| Movement | 1 | 4 | 7 | 8 | 9 | 10 | 11 | 12 |
| Lane Configuration | LT | LT | LTR | LTR | ||||
| v (veh/h) | 0 | 1 | 35 | 15 | ||||
| C (m) (veh/h) | 992 | 845 | 228 | 397 | ||||
| v/c | 0.00 | 0.00 | 0.15 | 0.04 | ||||
| 95% queue length | 0.00 | 0.00 | 0.53 | 0.12 | ||||
| Control Delay (s/veh) | 8.6 | 9.3 | 23.6 | 14.4 | ||||
| LOS | A | A | C | B | ||||
| Approach Delay (s/veh) | -- | -- | 23.6 | 14.4 | ||||
| Approach LOS | -- | -- | C | B | ||||