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 | BasicExample1.xfb |
Input Values and Intermediate Calculation Results |
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Mainline Data |
# Lanes | Demand (veh/h) | Peak Hour Factor | Driver Population Factor | |
2 | 0 | 0.920 | 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) | Right Side Lat. Clear. (ft) | # Ramps Upstream | # Ramps Downstream | Total Ramp Density (ramps/mi) |
11 | 2 | 0 | 0 | 4.000 | |
Adjustment Values | Lane Width (mi/h) | Right Side Lat. Clear. (mi/h) | Ramp Density (mi/h) | ||
1.9 | 2.4 | 10.32 | |||
FFS, Base (mi/h) | 75.4 | ||||
FFS, Calculated (mi/h) | 60.8 | ||||
FFS, Rounded (mi/h) | 60.0 |
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 |
1168 | 60.0 | 19.5 | 2300 | 0.51 | C |
Service Volumes |
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A | B | C | D | E | |||
Lanes | Hourly Volume In Peak Direction | ||||||
1 | 560 | 920 | 1340 | 1710 | 1970 | ||
2 | 1130 | 1850 | 2670 | 3420 | 3940 | ||
3 | 1690 | 2770 | 4010 | 5130 | 5900 | ||
4 | 2260 | 3700 | 5340 | 6840 | 7870 | ||
5 | 2820 | 4620 | 6680 | 8550 | 9840 | ||
Lanes | Hourly Volume In Both Directions [D = 0.5] | ||||||
2 | 1130 | 1850 | 2680 | 3430 | 3950 | ||
4 | 2260 | 3700 | 5350 | 6850 | 7880 | ||
6 | 3390 | 5550 | 8020 | 10270 | 11810 | ||
8 | 4520 | 7400 | 10690 | 13690 | 15750 | ||
10 | 5650 | 9250 | 13360 | 17110 | 19690 | ||
Lanes | Annual Average Daily Traffic [K = 0.1] | ||||||
2 | 11300 | 18500 | 26800 | 34300 | 39500 | ||
4 | 22600 | 37000 | 53500 | 68500 | 78800 | ||
6 | 33900 | 55500 | 80200 | 102700 | 118100 | ||
8 | 45200 | 74000 | 106900 | 136900 | 157500 | ||
10 | 56500 | 92500 | 133600 | 171100 | 196900 | ||
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. |