|
SwashWare |
|---|
|
Project Properties |
|---|
| Analyst | Roadway Name | Analysis Period | PM Peak | ||
| Analysis Date | 8/22/2017 7:29:11 PM | From | Analysis Module | Multilane Highway Segment | |
| Agency | To | Module Version Date | 2/24/2016 | ||
| Location | Analysis Direction | HCM Edition | HCM2010 |
| User Notes | |
| File Name | MultilaneExample3.xhm |
|
Input Values and Intermediate Calculation Results |
|---|
| Mainline Data |
| # Lanes | Demand (veh/h) | Peak Hour Factor | Driver Population Factor | |
| 3 | 3300 | 0.900 | 1.000 | |
| Heavy Vehicle Factor Values | |||||||
| Terrain | % Grade | Length (mi) | % Trucks | % RVs | Truck PCE | RV PCE | Heavy Vehicle Factor |
| Rolling | N/A | N/A | 5.0 | 0.0 | 2.50 | 2.00 | 0.930 |
| Free Flow Speed Values | ||||
| FFS Method | Estimated | |||
| Input Values | Lane Width (ft) | Total Lateral Clearance (ft) | Median Type | Access Point Density (access pts/mi) |
| 12 | 12 | Divided | 10 | |
| Adjustment Values | Lane Width (mi/h) | Total Lat. Clearance (mi/h) | Median Type (mi/h) | Access Point Density (mi/h) |
| 0.0 | 0.0 | 0.0 | 2.5 | |
| FFS, Base (mi/h) | 55.0 | |||
| FFS, Calculated (mi/h) | 52.5 | |||
| FFS, Rounded (mi/h) | 55.0 | |||
|
Performance Measures and LOS |
|---|
| Analysis Flow Rate (pc/h/ln) | Avg. Speed (mi/h) | Density (pc/mi/ln) | Capacity (pc/h/ln) | v/c ratio | LOS |
| 1314 | 55.0 | 23.9 | 2100 | 0.63 | C |
|
Service Volumes |
|---|
| A | B | C | D | E | |||
| Lanes | Hourly Volume In Peak Direction | ||||||
| 1 | 510 | 830 | 1200 | 1550 | 1760 | ||
| 2 | 1010 | 1660 | 2390 | 3100 | 3520 | ||
| 3 | 1520 | 2490 | 3590 | 4650 | 5270 | ||
| 4 | 2370 | 3880 | 5340 | 6500 | 7390 | ||
| 5 | 2960 | 4850 | 6680 | 8130 | 9240 | ||
| Lanes | Hourly Volume In Both Directions [D = 0.5] | ||||||
| 2 | 1020 | 1660 | 2400 | 3100 | 3520 | ||
| 4 | 2030 | 3320 | 4790 | 6200 | 7040 | ||
| 6 | 3040 | 4980 | 7180 | 9300 | 10550 | ||
| 8 | 3960 | 6470 | 8910 | 10840 | 12320 | ||
| 10 | 4940 | 8080 | 11130 | 13560 | 15400 | ||
| Lanes | Annual Average Daily Traffic [K = 0.1] | ||||||
| 2 | 10200 | 16600 | 24000 | 31000 | 35200 | ||
| 4 | 20300 | 33200 | 47900 | 62000 | 70400 | ||
| 6 | 30400 | 49800 | 71800 | 93000 | 105500 | ||
| 8 | 49500 | 80800 | 111400 | 135500 | 154000 | ||
| 10 | 61800 | 101000 | 139200 | 169500 | 192500 | ||
| 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. | ||||||