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 BasicExample4-Upgrade.xfb

Input Values and Intermediate Calculation Results

Mainline Data
# Lanes Demand (veh/h) Peak Hour Factor Driver Population Factor
2 0 0.900 0.950

Heavy Vehicle Factor Values
Terrain % Grade Length (mi) % Trucks % RVs Truck PCE RV PCE Heavy Vehicle Factor
Specific Grade 5.00 1.0600 15.0 0.0 3.00 4.50 0.769

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
1749 66.5 26.3 2400 0.73 D

Service Volumes

A B C D E
Lanes Hourly Volume In Peak Direction
1 510 830 1140 1390 1580
2 1010 1660 2280 2780 3160
3 1520 2480 3420 4170 4730
4 2030 3310 4560 5560 6310
5 2530 4140 5700 6950 7890
Lanes Hourly Volume In Both Directions [D = 0.5]
2 1020 1660 2290 2780 3160
4 2030 3320 4570 5560 6320
6 3040 4970 6850 8340 9470
8 4060 6630 9130 11120 12630
10 5070 8290 11410 13900 15780
Lanes Annual Average Daily Traffic [K = 0.1]
2 10200 16600 22900 27800 31600
4 20300 33200 45700 55600 63200
6 30400 49700 68500 83400 94700
8 40600 66300 91300 111200 126300
10 50700 82900 114100 139000 157800
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.