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 BasicExample6.xfb

Input Values and Intermediate Calculation Results

Mainline Data
# Lanes Demand (veh/h) Peak Hour Factor Driver Population Factor
4 0 0.870 1.000

Heavy Vehicle Factor Values
Terrain % Grade Length (mi) % Trucks % RVs Truck PCE RV PCE Heavy Vehicle Factor
Rolling N/A N/A 8.0 1.0 2.50 2.00 0.885

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
325 70.0 4.6 2400 0.14 A

Service Volumes

A B C D E
Lanes Hourly Volume In Peak Direction
1 590 970 1340 1630 1850
2 1190 1940 2670 3250 3690
3 1780 2910 4010 4880 5540
4 2370 3880 5340 6500 7390
5 2960 4850 6680 8130 9240
Lanes Hourly Volume In Both Directions [D = 0.6]
2 990 1620 2230 2720 3080
4 1980 3230 4460 5430 6160
6 2970 4850 6680 8130 9240
8 3960 6470 8910 10840 12320
10 4940 8080 11130 13560 15400
Lanes Annual Average Daily Traffic [K = 0.08]
2 12400 20200 27900 34000 38500
4 24800 40400 55700 67800 77000
6 37100 60600 83500 101700 115500
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.