SwashWare
HCM-CALC

Project Properties

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 BasicExample3-Future.xfb

Input Values and Intermediate Calculation Results

Mainline Data
# Lanes Demand (veh/h) Peak Hour Factor Driver Population Factor
3 0 0.950 1.000

Heavy Vehicle Factor Values
Terrain % Grade Length (mi) % Trucks % RVs Truck PCE RV PCE Heavy Vehicle Factor
Level N/A N/A 10.0 0.0 1.50 1.20 0.952

Free Flow Speed Values
FFS Method Measured
FFS (mi/h) 70.0

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
2063 61.4 33.6 2400 0.86 D

Service Volumes

A B C D E
Lanes Hourly Volume In Peak Direction
1 700 1140 1570 1910 2170
2 1390 2280 3140 3820 4340
3 2090 3420 4710 5730 6510
4 2790 4560 6280 7640 8680
5 3480 5700 7840 9560 10850
Lanes Hourly Volume In Both Directions [D = 0.5]
2 1400 2280 3140 3830 4350
4 2790 4560 6280 7650 8690
6 4180 6840 9420 11470 13030
8 5580 9120 12560 15290 17370
10 6970 11400 15690 19120 21710
Lanes Annual Average Daily Traffic [K = 0.1]
2 14000 22800 31400 38300 43500
4 27900 45600 62800 76500 86900
6 41800 68400 94200 114700 130300
8 55800 91200 125600 152900 173700
10 69700 114000 156900 191200 217100
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.