Lanes, Volumes, Timings
26: Far Hills Ave & Peach Orchard Rd/Peach Orchard Ave
01/07/2023
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| Lane Group | SBT | SBR | NWR | NWR2 |
|---|---|---|---|---|
| Lane Configurations |  |
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| Traffic Volume (vph) | 478 | 18 | 8 | 9 |
| Future Volume (vph) | 478 | 18 | 8 | 9 |
| Ideal Flow (vphpl) | 1900 | 1900 | 1900 | 1900 |
| Storage Length (ft) | 0 | 0 | ||
| Storage Lanes | 0 | 1 | ||
| Taper Length (ft) | ||||
| Lane Util. Factor | 0.95 | 0.95 | 1.00 | 1.00 |
| Frt | 0.995 | 0.865 | ||
| Flt Protected | 0.999 | |||
| Satd. Flow (prot) | 3518 | 0 | 1565 | 0 |
| Flt Permitted | 0.939 | |||
| Satd. Flow (perm) | 3307 | 0 | 1565 | 0 |
| Right Turn on Red | No | No | ||
| Satd. Flow (RTOR) | ||||
| Link Speed (mph) | 35 | |||
| Link Distance (ft) | 1977 | |||
| Travel Time (s) | 38.5 | |||
| Peak Hour Factor | 0.93 | 0.93 | 0.38 | 0.38 |
| Heavy Vehicles (%) | 2% | 2% | 5% | 5% |
| Adj. Flow (vph) | 514 | 19 | 21 | 24 |
| Shared Lane Traffic (%) | ||||
| Lane Group Flow (vph) | 541 | 0 | 45 | 0 |
| Enter Blocked Intersection | No | No | No | No |
| Lane Alignment | Left | Right | Right | Right |
| Median Width(ft) | 12 | |||
| Link Offset(ft) | 0 | |||
| Crosswalk Width(ft) | 16 | |||
| Two way Left Turn Lane | ||||
| Headway Factor | 1.00 | 1.00 | 1.00 | 1.00 |
| Turning Speed (mph) | 9 | 9 | 9 | |
| Number of Detectors | 2 | 1 | ||
| Detector Template | Thru | Right | ||
| Leading Detector (ft) | 100 | 20 | ||
| Trailing Detector (ft) | 0 | 0 | ||
| Detector 1 Position(ft) | 0 | 0 | ||
| Detector 1 Size(ft) | 6 | 20 | ||
| Detector 1 Type | Cl+Ex | Cl+Ex | ||
| Detector 1 Channel | ||||
| Detector 1 Extend (s) | 0.0 | 0.0 | ||
| Detector 1 Queue (s) | 0.0 | 0.0 | ||
| Detector 1 Delay (s) | 0.0 | 0.0 | ||
| Detector 2 Position(ft) | 94 | |||
| Detector 2 Size(ft) | 6 | |||
| Detector 2 Type | Cl+Ex | |||
| Detector 2 Channel | ||||
| Detector 2 Extend (s) | 0.0 | |||
| Turn Type | NA | Perm | ||
| Protected Phases | 6 |