SwashWare |
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Project Properties |
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Analyst | Roadway Name | Analysis Period | PM Peak | ||
Analysis Date | 8/22/2017 7:29:08 PM | From | Analysis Module | Basic Freeway Segment | |
Agency | To | Module Version Date | 1/21/2017 | ||
Location | Analysis Direction | HCM Edition | HCM2010 |
User Notes | |
File Name | BasicExample2.xfb |
Input Values and Intermediate Calculation Results |
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Mainline Data |
# Lanes | Demand (veh/h) | Peak Hour Factor | Driver Population Factor | |
3 | 0 | 0.850 | 1.000 |
Heavy Vehicle Factor Values | |||||||
Terrain | % Grade | Length (mi) | % Trucks | % RVs | Truck PCE | RV PCE | Heavy Vehicle Factor |
Level | N/A | N/A | 15.0 | 3.0 | 1.50 | 1.20 | 0.925 |
Free Flow Speed Values | |||||
FFS Method | Estimated | ||||
Input Values | Lane Width (ft) | Right Side Lat. Clear. (ft) | # Ramps Upstream | # Ramps Downstream | Total Ramp Density (ramps/mi) |
12 | 6 | 0 | 0 | 3.000 | |
Adjustment Values | Lane Width (mi/h) | Right Side Lat. Clear. (mi/h) | Ramp Density (mi/h) | ||
0.0 | 0.0 | 8.10 | |||
FFS, Base (mi/h) | 75.4 | ||||
FFS, Calculated (mi/h) | 67.3 | ||||
FFS, Rounded (mi/h) | 65.0 |
Performance Measures and LOS |
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Analysis Flow Rate (pc/h/ln) | Avg. Speed (mi/h) | Density (pc/mi/ln) | Capacity (pc/h/ln) | v/c ratio | LOS |
1696 | 63.8 | 26.6 | 2350 | 0.72 | D |
Service Volumes |
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A | B | C | D | E | |||
Lanes | Hourly Volume In Peak Direction | ||||||
1 | 560 | 920 | 1310 | 1620 | 1850 | ||
2 | 1120 | 1840 | 2620 | 3240 | 3700 | ||
3 | 1690 | 2760 | 3930 | 4860 | 5540 | ||
4 | 2250 | 3680 | 5230 | 6480 | 7390 | ||
5 | 2810 | 4600 | 6540 | 8100 | 9240 | ||
Lanes | Hourly Volume In Both Directions [D = 0.5] | ||||||
2 | 1130 | 1840 | 2620 | 3240 | 3700 | ||
4 | 2250 | 3680 | 5240 | 6480 | 7400 | ||
6 | 3380 | 5520 | 7860 | 9720 | 11090 | ||
8 | 4500 | 7360 | 10470 | 12960 | 14790 | ||
10 | 5630 | 9200 | 13090 | 16200 | 18480 | ||
Lanes | Annual Average Daily Traffic [K = 0.1] | ||||||
2 | 11300 | 18400 | 26200 | 32400 | 37000 | ||
4 | 22500 | 36800 | 52400 | 64800 | 74000 | ||
6 | 33800 | 55200 | 78600 | 97200 | 110900 | ||
8 | 45000 | 73600 | 104700 | 129600 | 147900 | ||
10 | 56300 | 92000 | 130900 | 162000 | 184800 | ||
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. |