SwashWare
HCM-CALC

Project Properties

Analyst Scott Washburn Freeway Name HCM 2010 Example 3 Analysis Period AM Peak
Analysis Date 8/22/2017 7:29:10 PM From a Analysis Module Freeway Facility
Agency UF-TRC To l Module Version Date 4/2/2017
Location N/A Analysis Direction Eastbound
User Notes Example file that corresponds with Example 3 in HCM 2010 Chapter 10
File Name FreewayFacilities3.xff

Facility-wide Values

Jam Density (pc/h/ln) 190 Time Period Duration (min) 15 Facility Length (mi) 6.00000

Segment Input Data

Time Period 1

Mainline Data
Seg # From To Type Length Terrain Adj. Demand % Trucks % RVs # Lanes FFS
1 a b Basic Segment 5280 Level 5000 5.00 0.00 3 60
2 b c On Ramp 1500 Level 5500 5.00 0.00 3 60
3 c d Basic Segment 2280 Level 5500 5.00 0.00 3 60
4 d e Off Ramp 1500 Level 5500 5.00 0.00 3 60
5 e f Basic Segment 5280 Level 5200 5.00 0.00 3 60
6 f g Weaving 2640 Level 5799 5.00 0.00 4 60
7 g h Basic Segment 5280 Level 5399 5.00 0.00 4 60
8 h i On Ramp 1140 Level 5899 5.00 0.00 4 60
9 i j Ramp Overlap 360 Level 5899 5.00 0.00 4 60
10 j k Off Ramp 1140 Level 5899 5.00 0.00 4 60
11 k l Basic Segment 5280 Level 5599 5.00 0.00 4 60
RampData
Seg # Type Adj. Demand % Trucks % RVs Lanes Accel/Decel Length FFS
2 On Ramp 500 5.00 0.00 1 500 40
4 Off Ramp 300 5.00 0.00 1 500 40
8 On Ramp 500 5.00 0.00 1 500 40
10 Off Ramp 300 5.00 0.00 1 500 40
Weaving Segment Data
Seg # Ramp to Ramp Prop. On-Ramp Off-Ramp
Adj. Demand % Trucks % RVs Lanes FFS Adj. Demand % Trucks % RVs Lanes FFS
6 599 5.00 0.00 1 40 400 5.00 0.00 1 40

Time Period 2

Mainline Data
Seg # From To Type Length Terrain Adj. Demand % Trucks % RVs # Lanes FFS
1 a b Basic Segment 5280 Level 5500 5.00 0.00 3 60
2 b c On Ramp 1500 Level 6099 5.00 0.00 3 60
3 c d Basic Segment 2280 Level 6099 5.00 0.00 3 60
4 d e Off Ramp 1500 Level 6099 5.00 0.00 3 60
5 e f Basic Segment 5280 Level 5699 5.00 0.00 3 60
6 f g Weaving 2640 Level 6498 5.00 0.00 4 60
7 g h Basic Segment 5280 Level 6098 5.00 0.00 4 60
8 h i On Ramp 1140 Level 6697 5.00 0.00 4 60
9 i j Ramp Overlap 360 Level 6697 5.00 0.00 4 60
10 j k Off Ramp 1140 Level 6697 5.00 0.00 4 60
11 k l Basic Segment 5280 Level 6397 5.00 0.00 4 60
RampData
Seg # Type Adj. Demand % Trucks % RVs Lanes Accel/Decel Length FFS
2 On Ramp 599 5.00 0.00 1 500 40
4 Off Ramp 400 5.00 0.00 1 500 40
8 On Ramp 599 5.00 0.00 1 500 40
10 Off Ramp 300 5.00 0.00 1 500 40
Weaving Segment Data
Seg # Ramp to Ramp Prop. On-Ramp Off-Ramp
Adj. Demand % Trucks % RVs Lanes FFS Adj. Demand % Trucks % RVs Lanes FFS
6 799 5.00 0.00 1 40 400 5.00 0.00 1 40

Time Period 3

Mainline Data
Seg # From To Type Length Terrain Adj. Demand % Trucks % RVs # Lanes FFS
1 a b Basic Segment 5280 Level 5799 5.00 0.00 3 60
2 b c On Ramp 1500 Level 6498 5.00 0.00 3 60
3 c d Basic Segment 2280 Level 6498 5.00 0.00 3 60
4 d e Off Ramp 1500 Level 6498 5.00 0.00 3 60
5 e f Basic Segment 5280 Level 6198 5.00 0.00 3 60
6 f g Weaving 2640 Level 7097 5.00 0.00 4 60
7 g h Basic Segment 5280 Level 6697 5.00 0.00 4 60
8 h i On Ramp 1140 Level 7396 5.00 0.00 4 60
9 i j Ramp Overlap 360 Level 7396 5.00 0.00 4 60
10 j k Off Ramp 1140 Level 7396 5.00 0.00 4 60
11 k l Basic Segment 5280 Level 6896 5.00 0.00 4 60
RampData
Seg # Type Adj. Demand % Trucks % RVs Lanes Accel/Decel Length FFS
2 On Ramp 699 5.00 0.00 1 500 40
4 Off Ramp 300 5.00 0.00 1 500 40
8 On Ramp 699 5.00 0.00 1 500 40
10 Off Ramp 500 5.00 0.00 1 500 40
Weaving Segment Data
Seg # Ramp to Ramp Prop. On-Ramp Off-Ramp
Adj. Demand % Trucks % RVs Lanes FFS Adj. Demand % Trucks % RVs Lanes FFS
6 899 5.00 0.00 1 40 400 5.00 0.00 1 40

Time Period 4

Mainline Data
Seg # From To Type Length Terrain Adj. Demand % Trucks % RVs # Lanes FFS
1 a b Basic Segment 5280 Level 5200 5.00 0.00 3 60
2 b c On Ramp 1500 Level 5600 5.00 0.00 3 60
3 c d Basic Segment 2280 Level 5600 5.00 0.00 3 60
4 d e Off Ramp 1500 Level 5600 5.00 0.00 3 60
5 e f Basic Segment 5280 Level 5300 5.00 0.00 3 60
6 f g Weaving 2640 Level 5700 5.00 0.00 4 60
7 g h Basic Segment 5280 Level 5300 5.00 0.00 4 60
8 h i On Ramp 1140 Level 5800 5.00 0.00 4 60
9 i j Ramp Overlap 360 Level 5800 5.00 0.00 4 60
10 j k Off Ramp 1140 Level 5800 5.00 0.00 4 60
11 k l Basic Segment 5280 Level 5500 5.00 0.00 4 60
RampData
Seg # Type Adj. Demand % Trucks % RVs Lanes Accel/Decel Length FFS
2 On Ramp 400 5.00 0.00 1 500 40
4 Off Ramp 300 5.00 0.00 1 500 40
8 On Ramp 500 5.00 0.00 1 500 40
10 Off Ramp 300 5.00 0.00 1 500 40
Weaving Segment Data
Seg # Ramp to Ramp Prop. On-Ramp Off-Ramp
Adj. Demand % Trucks % RVs Lanes FFS Adj. Demand % Trucks % RVs Lanes FFS
6 400 5.00 0.00 1 40 400 5.00 0.00 1 40

Time Period 5

Mainline Data
Seg # From To Type Length Terrain Adj. Demand % Trucks % RVs # Lanes FFS
1 a b Basic Segment 5280 Level 4201 5.00 0.00 3 60
2 b c On Ramp 1500 Level 4401 5.00 0.00 3 60
3 c d Basic Segment 2280 Level 4401 5.00 0.00 3 60
4 d e Off Ramp 1500 Level 4401 5.00 0.00 3 60
5 e f Basic Segment 5280 Level 4101 5.00 0.00 3 60
6 f g Weaving 2640 Level 4401 5.00 0.00 4 60
7 g h Basic Segment 5280 Level 4201 5.00 0.00 4 60
8 h i On Ramp 1140 Level 4501 5.00 0.00 4 60
9 i j Ramp Overlap 360 Level 4501 5.00 0.00 4 60
10 j k Off Ramp 1140 Level 4501 5.00 0.00 4 60
11 k l Basic Segment 5280 Level 4301 5.00 0.00 4 60
RampData
Seg # Type Adj. Demand % Trucks % RVs Lanes Accel/Decel Length FFS
2 On Ramp 200 5.00 0.00 1 500 40
4 Off Ramp 300 5.00 0.00 1 500 40
8 On Ramp 300 5.00 0.00 1 500 40
10 Off Ramp 200 5.00 0.00 1 500 40
Weaving Segment Data
Seg # Ramp to Ramp Prop. On-Ramp Off-Ramp
Adj. Demand % Trucks % RVs Lanes FFS Adj. Demand % Trucks % RVs Lanes FFS
6 300 5.00 0.00 1 40 200 5.00 0.00 1 40

Time Period Independent Weaving Segment Data

Seg # Configuration Short Length # Weaving Lanes Min. Lane Changes Freeway-Ramp Min. Lane Changes Ramp-Freeway Min. Lane Changes Ramp-Ramp
6 2640 2 1 1 0



Time Period Results

Time Period 1

Seg # From To Analysis Type Adj. Demand Vol. Served Capacity (pc/h) Capacity (veh/h) d/c Ratio v/c ratio Queue Length(ft) Avg. Speed (mi/h) Density (pc/mi/ln) Density (veh/mi/ln) Avg. Travel Time (min/veh) Free-Flow Travel Time (min/veh) Mainline Delay (min/veh) System Delay (min/veh) VMT Demand (veh-min) VMT Volume (veh-min) VHT (veh-hrs) VHD (veh-hrs) LOS
1 a b Basic Segment 5000 5000 6900 6571 0.76 0.76 0 60.2 29.1 27.7 1.00 1.00 0.0 0.0 1250.0 1250.0 20.8 -0.1 D
2 b c On Ramp 5500 5500 6900 6571 0.84 0.84 0 52.9 36.4 34.6 0.32 0.28 0.0 0.0 390.6 390.6 7.4 0.9 E
3 c d Basic Segment 5500 5500 6900 6571 0.84 0.84 0 59.7 32.3 30.7 0.43 0.43 0.0 0.0 593.8 593.8 10.0 0.1 D
4 d e Off Ramp 5500 5500 6900 6571 0.84 0.84 0 55.8 34.5 32.9 0.31 0.28 0.0 0.0 390.6 390.6 7.0 0.5 D
5 e f Basic Segment 5200 5200 6900 6571 0.79 0.79 0 60.0 30.3 28.9 1.00 1.00 0.0 0.0 1300.0 1300.0 21.7 0.0 D
6 f g Weaving 5799 5799 8759 8342 0.70 0.70 0 46.7 32.6 31.1 0.64 0.50 0.1 0.1 724.9 724.9 15.5 3.5 D
7 g h Basic Segment 5399 5399 9200 8762 0.62 0.62 0 60.0 23.6 22.5 1.00 1.00 0.0 0.0 1349.8 1349.8 22.5 0.0 C
8 h i On Ramp 5899 5899 9200 8762 0.67 0.67 0 54.8 28.3 26.9 0.24 0.22 0.0 0.0 318.4 318.4 5.8 0.5 D
9 i j Ramp Overlap 5899 5899 9200 8762 0.67 0.67 0 54.8 28.3 26.9 0.07 0.07 0.0 0.0 100.6 100.6 1.8 0.2 D
10 j k Off Ramp 5899 5899 9200 8762 0.67 0.67 0 58.0 26.7 25.4 0.22 0.22 0.0 0.0 318.4 318.4 5.5 0.2 C
11 k l Basic Segment 5599 5599 9200 8762 0.64 0.64 0 59.9 24.5 23.4 1.00 1.00 0.0 0.0 1399.8 1399.8 23.4 0.0 C
Freeway 57.7 28.3 26.9 6.24 6.00 0.2 0.2 8,136.8 8,136.8 0,141.3 0,005.7 D

Time Period 2

Seg # From To Analysis Type Adj. Demand Vol. Served Capacity (pc/h) Capacity (veh/h) d/c Ratio v/c ratio Queue Length(ft) Avg. Speed (mi/h) Density (pc/mi/ln) Density (veh/mi/ln) Avg. Travel Time (min/veh) Free-Flow Travel Time (min/veh) Mainline Delay (min/veh) System Delay (min/veh) VMT Demand (veh-min) VMT Volume (veh-min) VHT (veh-hrs) VHD (veh-hrs) LOS
1 a b Basic Segment 5500 5500 6900 6571 0.84 0.84 0 60.0 32.1 30.6 1.00 1.00 0.0 0.0 1375.0 1375.0 22.9 0.0 D
2 b c On Ramp 6099 6099 6900 6571 0.93 0.93 0 51.7 41.3 39.3 0.33 0.28 0.0 0.0 433.2 433.2 8.4 1.2 E
3 c d Basic Segment 6099 6099 6900 6571 0.93 0.93 0 59.6 35.8 34.1 0.43 0.43 0.0 0.0 658.4 658.4 11.0 0.1 E
4 d e Off Ramp 6099 6099 6900 6571 0.93 0.93 0 55.4 38.6 36.7 0.31 0.28 0.0 0.0 433.2 433.2 7.8 0.6 E
5 e f Basic Segment 5699 5699 6900 6571 0.87 0.87 0 60.0 33.3 31.7 1.00 1.00 0.0 0.0 1424.8 1424.8 23.8 0.0 D
6 f g Weaving 6498 6498 8763 8346 0.78 0.78 0 45.2 37.7 35.9 0.66 0.50 0.2 0.2 812.3 812.3 18.0 4.4 E
7 g h Basic Segment 6098 6098 9200 8762 0.70 0.70 0 60.0 26.7 25.4 1.00 1.00 0.0 0.0 1524.5 1524.5 25.4 0.0 D
8 h i On Ramp 6697 6697 9200 8762 0.76 0.76 0 51.8 33.9 32.3 0.25 0.22 0.0 0.0 361.5 361.5 7.0 0.9 D
9 i j Ramp Overlap 6697 6697 9200 8762 0.76 0.76 0 51.8 33.9 32.3 0.08 0.07 0.0 0.0 114.2 114.2 2.2 0.3 D
10 j k Off Ramp 6697 6697 9200 8762 0.76 0.76 0 57.6 30.5 29.1 0.22 0.22 0.0 0.0 361.5 361.5 6.3 0.2 D
11 k l Basic Segment 6397 6397 9200 8762 0.73 0.73 0 59.9 28.0 26.7 1.00 1.00 0.0 0.0 1599.3 1599.3 26.7 0.0 D
Freeway 57.2 31.9 30.4 6.29 6.00 0.3 0.3 9,097.6 9,097.6 0,159.4 0,007.8 D

Time Period 3

Seg # From To Analysis Type Adj. Demand Vol. Served Capacity (pc/h) Capacity (veh/h) d/c Ratio v/c ratio Queue Length(ft) Avg. Speed (mi/h) Density (pc/mi/ln) Density (veh/mi/ln) Avg. Travel Time (min/veh) Free-Flow Travel Time (min/veh) Mainline Delay (min/veh) System Delay (min/veh) VMT Demand (veh-min) VMT Volume (veh-min) VHT (veh-hrs) VHD (veh-hrs) LOS
1 a b Basic Segment 5799 5799 6900 6571 0.88 0.88 0 60.0 33.8 32.2 1.00 1.00 0.0 0.0 1449.8 1449.8 24.2 0.0 D
2 b c On Ramp 6498 6498 6900 6571 0.99 0.99 0 50.6 45.0 42.8 0.34 0.28 0.1 0.1 461.5 461.5 9.1 1.4 E
3 c d Basic Segment 6498 6498 6900 6571 0.99 0.99 0 56.6 40.2 38.2 0.46 0.43 0.0 0.0 701.5 701.5 12.4 0.7 E
4 d e Off Ramp 6498 6498 6900 6571 0.99 0.99 0 55.3 41.2 39.2 0.31 0.28 0.0 0.0 461.5 461.5 8.4 0.7 E
5 e f Basic Segment 6198 6198 6900 6571 0.94 0.94 0 59.1 36.7 34.9 1.01 1.00 0.0 0.0 1549.5 1549.5 26.2 0.4 E
6 f g Weaving 7097 7097 8801 8382 0.85 0.85 0 44.5 41.8 39.8 0.67 0.50 0.2 0.2 887.1 887.1 19.9 5.1 E
7 g h Basic Segment 6697 6697 9200 8762 0.76 0.76 0 60.0 29.3 27.9 1.00 1.00 0.0 0.0 1674.3 1674.3 27.9 0.0 D
8 h i On Ramp 7396 7396 9200 8762 0.84 0.84 0 52.0 37.3 35.6 0.25 0.22 0.0 0.0 399.2 399.2 7.7 1.0 E
9 i j Ramp Overlap 7396 7396 9200 8762 0.84 0.84 0 52.0 37.3 35.6 0.08 0.07 0.0 0.0 126.1 126.1 2.4 0.3 E
10 j k Off Ramp 7396 7396 9200 8762 0.84 0.84 0 57.1 34.0 32.4 0.23 0.22 0.0 0.0 399.2 399.2 7.0 0.3 D
11 k l Basic Segment 6896 6896 9200 8762 0.79 0.79 0 59.9 30.2 28.8 1.00 1.00 0.0 0.0 1724.0 1724.0 28.8 0.0 D
Freeway 56.7 34.8 33.1 6.35 6.00 0.3 0.3 9,833.6 9,833.6 0,173.9 0,010.1 D

Time Period 4

Seg # From To Analysis Type Adj. Demand Vol. Served Capacity (pc/h) Capacity (veh/h) d/c Ratio v/c ratio Queue Length(ft) Avg. Speed (mi/h) Density (pc/mi/ln) Density (veh/mi/ln) Avg. Travel Time (min/veh) Free-Flow Travel Time (min/veh) Mainline Delay (min/veh) System Delay (min/veh) VMT Demand (veh-min) VMT Volume (veh-min) VHT (veh-hrs) VHD (veh-hrs) LOS
1 a b Basic Segment 5200 5200 6900 6571 0.79 0.79 0 60.0 30.3 28.9 1.00 1.00 0.0 0.0 1300.0 1300.0 21.7 0.0 D
2 b c On Ramp 5600 5600 6900 6571 0.85 0.85 0 52.8 37.1 35.3 0.32 0.28 0.0 0.0 397.7 397.7 7.5 0.9 E
3 c d Basic Segment 5600 5600 6900 6571 0.85 0.85 0 59.7 32.9 31.3 0.43 0.43 0.0 0.0 604.5 604.5 10.1 0.1 D
4 d e Off Ramp 5600 5600 6900 6571 0.85 0.85 0 55.8 35.2 33.5 0.31 0.28 0.0 0.0 397.7 397.7 7.1 0.5 E
5 e f Basic Segment 5300 5300 6900 6571 0.81 0.81 0 60.0 30.9 29.5 1.00 1.00 0.0 0.0 1325.0 1325.0 22.1 0.0 D
6 f g Weaving 5700 5700 8886 8463 0.67 0.67 0 48.4 30.9 29.4 0.62 0.50 0.1 0.1 712.5 712.5 14.7 2.8 D
7 g h Basic Segment 5300 5300 9200 8762 0.60 0.60 0 60.0 23.2 22.1 1.00 1.00 0.0 0.0 1325.0 1325.0 22.1 0.0 C
8 h i On Ramp 5800 5800 9200 8762 0.66 0.66 0 54.9 27.7 26.4 0.24 0.22 0.0 0.0 313.1 313.1 5.7 0.5 C
9 i j Ramp Overlap 5800 5800 9200 8762 0.66 0.66 0 54.9 27.7 26.4 0.07 0.07 0.0 0.0 98.9 98.9 1.8 0.2 D
10 j k Off Ramp 5800 5800 9200 8762 0.66 0.66 0 58.1 26.2 25.0 0.22 0.22 0.0 0.0 313.1 313.1 5.4 0.2 C
11 k l Basic Segment 5500 5500 9200 8762 0.63 0.63 0 59.9 24.1 22.9 1.00 1.00 0.0 0.0 1375.0 1375.0 22.9 0.0 C
Freeway 57.9 28.2 26.9 6.22 6.00 0.2 0.2 8,162.5 8,162.5 0,141.2 0,005.1 D

Time Period 5

Seg # From To Analysis Type Adj. Demand Vol. Served Capacity (pc/h) Capacity (veh/h) d/c Ratio v/c ratio Queue Length(ft) Avg. Speed (mi/h) Density (pc/mi/ln) Density (veh/mi/ln) Avg. Travel Time (min/veh) Free-Flow Travel Time (min/veh) Mainline Delay (min/veh) System Delay (min/veh) VMT Demand (veh-min) VMT Volume (veh-min) VHT (veh-hrs) VHD (veh-hrs) LOS
1 a b Basic Segment 4201 4201 6900 6571 0.64 0.64 0 60.0 24.5 23.3 1.00 1.00 0.0 0.0 1050.3 1050.3 17.5 0.0 C
2 b c On Ramp 4401 4401 6900 6571 0.67 0.67 0 54.4 28.3 27.0 0.31 0.28 0.0 0.0 312.6 312.6 5.8 0.5 D
3 c d Basic Segment 4401 4401 6900 6571 0.67 0.67 0 59.7 25.8 24.6 0.43 0.43 0.0 0.0 475.1 475.1 8.0 0.0 C
4 d e Off Ramp 4401 4401 6900 6571 0.67 0.67 0 56.2 27.4 26.1 0.30 0.28 0.0 0.0 312.6 312.6 5.6 0.4 C
5 e f Basic Segment 4101 4101 6900 6571 0.62 0.62 0 60.0 23.9 22.8 1.00 1.00 0.0 0.0 1025.3 1025.3 17.1 0.0 C
6 f g Weaving 4401 4401 8950 8524 0.52 0.52 0 51.6 22.4 21.3 0.58 0.50 0.1 0.1 550.1 550.1 10.7 1.5 C
7 g h Basic Segment 4201 4201 9200 8762 0.48 0.48 0 60.0 18.4 17.5 1.00 1.00 0.0 0.0 1050.3 1050.3 17.5 0.0 C
8 h i On Ramp 4501 4501 9200 8762 0.51 0.51 0 55.8 21.2 20.2 0.23 0.22 0.0 0.0 243.0 243.0 4.4 0.3 C
9 i j Ramp Overlap 4501 4501 9200 8762 0.51 0.51 0 55.8 21.2 20.2 0.07 0.07 0.0 0.0 76.7 76.7 1.4 0.1 C
10 j k Off Ramp 4501 4501 9200 8762 0.51 0.51 0 58.8 20.1 19.1 0.22 0.22 0.0 0.0 243.0 243.0 4.1 0.1 C
11 k l Basic Segment 4301 4301 9200 8762 0.49 0.49 0 60.0 18.8 17.9 1.00 1.00 0.0 0.0 1075.3 1075.3 17.9 0.0 C
Freeway 58.4 22.0 20.9 6.16 6.00 0.2 0.2 6,414.0 6,414.0 0,109.8 0,002.9 C

Overall Results

Segment Input Segment Type Maximum d/c Ratio Avg. Speed (mi/h) Density (pc/mi/ln) Density (veh/mi/ln) Avg. Travel Time (min/veh) Free-Flow Travel Time (min/veh) VMT Demand (veh-min) VMT Volume (veh-min) VHT (veh-hrs) VHD (veh-hrs)
a-b Basic 0.88 60.0 30.0 28.5 1.00 1.00 6,425.0 6,425.0 107.01 -0.07
b-c OnRamp 0.99 52.3 37.6 35.8 0.33 0.28 1,995.6 1,995.6 38.16 4.90
c-d Basic 0.99 58.9 33.4 31.8 0.44 0.43 3,033.3 3,033.3 51.47 0.91
d-e OffRamp 0.99 55.6 35.4 33.7 0.31 0.28 1,995.6 1,995.6 35.87 2.61
e-f Basic 0.94 59.8 31.0 29.6 1.00 1.00 6,624.5 6,624.5 110.81 0.41
f-g Weaving 0.85 46.8 33.1 31.5 0.64 0.50 3,686.9 3,686.9 78.79 17.34
g-h Basic 0.76 60.0 24.2 23.1 1.00 1.00 6,923.8 6,923.8 115.44 0.04
h-i OnRamp 0.84 53.6 29.7 28.3 0.24 0.22 1,635.1 1,635.1 30.52 3.26
i-j RampOverlap 0.84 53.6 29.7 28.3 0.08 0.07 0,516.4 0,516.4 9.64 1.03
j-k OffRamp 0.84 57.8 27.5 26.2 0.22 0.22 1,635.1 1,635.1 28.28 1.03
k-l Basic 0.79 59.9 25.1 23.9 1.00 1.00 7,173.3 7,173.3 119.69 0.13
Freeway 57.5 29.0 27.6 6.26 6.00 41,644.5 41,644.5 0,725.7 0,031.6

Density-Based LOS by Segment

Segment 1 2 3 4 5 6 7 8 9 10 11
Time Step Basic On Ramp Basic Off Ramp Basic Weaving Basic On Ramp Ramp Overlap Off Ramp Basic
1 D E D D D D C D D C C
2 D E E E D E D D D D D
3 D E E E E E D E E D D
4 D E D E D D C C D C C
5 C D C C C C C C C C C

Demand-Based LOS by Segment

Time Step 1 2 3 4 5 6 7 8 9 10 11
1 · · · · · · · · · · ·
2 · · · · · · · · · · ·
3 · · · · · · · · · · ·
4 · · · · · · · · · · ·
5 · · · · · · · · · · ·