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SwashWare |
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Project Properties |
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| Analyst | Roadway Name | Analysis Period | PM Peak | ||
| Analysis Date | 8/22/2017 7:29:13 PM | From | Analysis Module | Two-Lane Highway Segment | |
| Agency | To | Module Version Date | 11/25/2016 | ||
| Location | Analysis Direction | HCM Edition | HCM2010 |
| User Notes | |
| File Name | TwoLaneExample3.xht |
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Input Values and Intermediate Calculation Results |
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| Highway Class | 3 | ||
| Demand, d (veh/h) | Demand, o (veh/h) | D Factor | Peak Hour Factor |
| 540 | 360 | 0.6 | 0.880 |
| Percent No-Passing Zones | Passing Lane (Yes/No) | ||
| 80 | No | ||
| Grade Adjustment Factor Values | |||||||
| Terrain | Level | ||||||
| Grade Adj. Factor PTSF (d) | Grade Adj. Factor PTSF (o) | Grade Adj. Factor ATS (d) | Grade Adj. Factor ATS (o) | ||||
| 1.00 | 1.00 | 1.00 | 1.00 | ||||
| Heavy Vehicle Factor Values | |||||||
| Terrain | % Grade | Length (mi) | % Trucks | % RVs | |||
| Level | N/A | N/A | 10.0 | 0.0 | |||
| Truck PCE PTSF (d) | RV PCE PTSF (d) | Heavy Vehicle Factor PTSF (d) | Truck PCE ATS (d) | RV PCE ATS (d) | Heavy Vehicle Factor ATS (d) |
| 1.00 | 1.00 | 1.000 | 1.10 | 1.00 | 0.990 |
| Truck PCE PTSF (o) | RV PCE PTSF (o) | Heavy Vehicle Factor PTSF (o) | Truck PCE ATS (o) | RV PCE ATS (o) | Heavy Vehicle Factor ATS (o) |
| 1.10 | 1.00 | 0.990 | 1.30 | 1.00 | 0.971 |
| Free Flow Speed Adjustment Values | |||
| FFS Method | Measured FFS (mi/h) | FFS Prevailing Flow Rate (veh/h) | FFS (mi/h) |
| Measured | 0 | 70.0 | |
| PTSF Analysis Flow Rate (d) (pc/h) | PTSF Analysis Flow Rate (o) (pc/h) | ATS Analysis Flow Rate (d) (pc/h) | ATS Analysis Flow Rate (o) (pc/h) |
| 614 | 413 | 620 | 421 |
| PTSF Capacity (veh/h) | ATS Capacity (veh/h) |
| 1700 | 1700 |
| PTSF Coeff. 'a' | PTSF Coeff. 'b' | PTSF f_np | ATS f_np |
| -0.0023 | 0.9195 | 34.80 | 2.70 |
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Performance Measures and LOS |
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| v/c ratio | PTSF (%) | Avg. Speed (mi/h) | Pct. FFS |
| 0.36 | 77.3 | 59.2 | 84.6 |
| LOS | Service Measure | ||
| B | PctFFS | ||
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Service Volumes |
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| A | B | C | D | E | |||
| Lanes | Hourly Volume In Peak Direction | ||||||
| 1 | 180 | 700 | 1240 | 1700 | 1700 | ||
| Lanes | Hourly Volume In Both Directions [D = 0.6] | ||||||
| 2 | 300 | 1170 | 2070 | 2830 | 2830 | ||
| Lanes | Annual Average Daily Traffic [K = 0.1] | ||||||
| 2 | 3000 | 11700 | 20700 | 28300 | 28300 | ||
| Notes | |||||||
| -- | Not applicable for this facility type. | ||||||
| * | Cannot be achieved based on input data provided. | ||||||
| ** | No defined LOS threshold for this LOS level. | ||||||
| *** | Service volume the same as for previous LOS level. | ||||||