SwashWare
HCM-CALC

Project Properties

Analyst Roadway Name Analysis Period PM Peak
Analysis Date 8/22/2017 7:29:09 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 BasicExample5.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
Rolling N/A N/A 5.0 0.0 2.50 2.00 0.930

Free Flow Speed Values
FFS Method Measured
FFS (mi/h) 65.0

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
1401 65.0 21.5 2350 0.60 C

Service Volumes

A B C D E
Lanes Hourly Volume In Peak Direction
1 630 1030 1470 1820 2080
2 1260 2070 2940 3640 4150
3 1900 3100 4410 5460 6230
4 2530 4140 5880 7280 8310
5 3160 5170 7350 9100 10380
Lanes Hourly Volume In Both Directions [D = 0.5]
2 1270 2070 2950 3640 4160
4 2530 4140 5890 7280 8310
6 3800 6210 8830 10920 12460
8 5060 8280 11770 14560 16620
10 6320 10340 14710 18200 20770
Lanes Annual Average Daily Traffic [K = 0.1]
2 12700 20700 29500 36400 41600
4 25300 41400 58900 72800 83100
6 38000 62100 88300 109200 124600
8 50600 82800 117700 145600 166200
10 63200 103400 147100 182000 207700
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.