SwashWare
HCM-CALC

Project Properties

Analyst Scott Washburn Freeway Name HCM 2010 Example 1 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 1 in HCM 2010 Chapter 10
File Name FreewayFacilities1.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 4505 5.00 0.00 3 60
2 b c On Ramp 1500 Level 4955 5.00 0.00 3 60
3 c d Basic Segment 2280 Level 4955 5.00 0.00 3 60
4 d e Off Ramp 1500 Level 4955 5.00 0.00 3 60
5 e f Basic Segment 5280 Level 4685 5.00 0.00 3 60
6 f g Weaving 2640 Level 5225 5.00 0.00 4 60
7 g h Basic Segment 5280 Level 4865 5.00 0.00 3 60
8 h i On Ramp 1140 Level 5315 5.00 0.00 3 60
9 i j Ramp Overlap 360 Level 5315 5.00 0.00 3 60
10 j k Off Ramp 1140 Level 5315 5.00 0.00 3 60
11 k l Basic Segment 5280 Level 5045 5.00 0.00 3 60
RampData
Seg # Type Adj. Demand % Trucks % RVs Lanes Accel/Decel Length FFS
2 On Ramp 450 5.00 0.00 1 500 40
4 Off Ramp 270 5.00 0.00 1 500 40
8 On Ramp 450 5.00 0.00 1 500 40
10 Off Ramp 270 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
6 540 5.00 0.00 1 40 360 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 4955 5.00 0.00 3 60
2 b c On Ramp 1500 Level 5495 5.00 0.00 3 60
3 c d Basic Segment 2280 Level 5495 5.00 0.00 3 60
4 d e Off Ramp 1500 Level 5495 5.00 0.00 3 60
5 e f Basic Segment 5280 Level 5135 5.00 0.00 3 60
6 f g Weaving 2640 Level 5855 5.00 0.00 4 60
7 g h Basic Segment 5280 Level 5495 5.00 0.00 3 60
8 h i On Ramp 1140 Level 6035 5.00 0.00 3 60
9 i j Ramp Overlap 360 Level 6035 5.00 0.00 3 60
10 j k Off Ramp 1140 Level 6035 5.00 0.00 3 60
11 k l Basic Segment 5280 Level 5765 5.00 0.00 3 60
RampData
Seg # Type Adj. Demand % Trucks % RVs Lanes Accel/Decel Length FFS
2 On Ramp 540 5.00 0.00 1 500 40
4 Off Ramp 360 5.00 0.00 1 500 40
8 On Ramp 540 5.00 0.00 1 500 40
10 Off Ramp 270 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
6 720 5.00 0.00 1 40 360 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 5225 5.00 0.00 3 60
2 b c On Ramp 1500 Level 5855 5.00 0.00 3 60
3 c d Basic Segment 2280 Level 5855 5.00 0.00 3 60
4 d e Off Ramp 1500 Level 5855 5.00 0.00 3 60
5 e f Basic Segment 5280 Level 5585 5.00 0.00 3 60
6 f g Weaving 2640 Level 6395 5.00 0.00 4 60
7 g h Basic Segment 5280 Level 6035 5.00 0.00 3 60
8 h i On Ramp 1140 Level 6665 5.00 0.00 3 60
9 i j Ramp Overlap 360 Level 6665 5.00 0.00 3 60
10 j k Off Ramp 1140 Level 6665 5.00 0.00 3 60
11 k l Basic Segment 5280 Level 6215 5.00 0.00 3 60
RampData
Seg # Type Adj. Demand % Trucks % RVs Lanes Accel/Decel Length FFS
2 On Ramp 630 5.00 0.00 1 500 40
4 Off Ramp 270 5.00 0.00 1 500 40
8 On Ramp 630 5.00 0.00 1 500 40
10 Off Ramp 450 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
6 810 5.00 0.00 1 40 360 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 4685 5.00 0.00 3 60
2 b c On Ramp 1500 Level 5045 5.00 0.00 3 60
3 c d Basic Segment 2280 Level 5045 5.00 0.00 3 60
4 d e Off Ramp 1500 Level 5045 5.00 0.00 3 60
5 e f Basic Segment 5280 Level 4775 5.00 0.00 3 60
6 f g Weaving 2640 Level 5135 5.00 0.00 4 60
7 g h Basic Segment 5280 Level 4775 5.00 0.00 3 60
8 h i On Ramp 1140 Level 5225 5.00 0.00 3 60
9 i j Ramp Overlap 360 Level 5225 5.00 0.00 3 60
10 j k Off Ramp 1140 Level 5225 5.00 0.00 3 60
11 k l Basic Segment 5280 Level 4955 5.00 0.00 3 60
RampData
Seg # Type Adj. Demand % Trucks % RVs Lanes Accel/Decel Length FFS
2 On Ramp 360 5.00 0.00 1 500 40
4 Off Ramp 270 5.00 0.00 1 500 40
8 On Ramp 450 5.00 0.00 1 500 40
10 Off Ramp 270 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
6 360 5.00 0.00 1 40 360 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 3785 5.00 0.00 3 60
2 b c On Ramp 1500 Level 3965 5.00 0.00 3 60
3 c d Basic Segment 2280 Level 3965 5.00 0.00 3 60
4 d e Off Ramp 1500 Level 3965 5.00 0.00 3 60
5 e f Basic Segment 5280 Level 3695 5.00 0.00 3 60
6 f g Weaving 2640 Level 3965 5.00 0.00 4 60
7 g h Basic Segment 5280 Level 3785 5.00 0.00 3 60
8 h i On Ramp 1140 Level 4055 5.00 0.00 3 60
9 i j Ramp Overlap 360 Level 4055 5.00 0.00 3 60
10 j k Off Ramp 1140 Level 4055 5.00 0.00 3 60
11 k l Basic Segment 5280 Level 3875 5.00 0.00 3 60
RampData
Seg # Type Adj. Demand % Trucks % RVs Lanes Accel/Decel Length FFS
2 On Ramp 180 5.00 0.00 1 500 40
4 Off Ramp 270 5.00 0.00 1 500 40
8 On Ramp 270 5.00 0.00 1 500 40
10 Off Ramp 180 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
6 270 5.00 0.00 1 40 180 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 4505 4505 6900 6571 0.69 0.69 0 60.2 26.2 24.9 1.00 1.00 0.0 0.0 1126.3 1126.3 18.7 -0.1 D
2 b c On Ramp 4955 4955 6900 6571 0.75 0.75 0 53.7 32.3 30.7 0.32 0.28 0.0 0.0 351.9 351.9 6.5 0.7 D
3 c d Basic Segment 4955 4955 6900 6571 0.75 0.75 0 59.7 29.0 27.7 0.43 0.43 0.0 0.0 534.9 534.9 9.0 0.0 D
4 d e Off Ramp 4955 4955 6900 6571 0.75 0.75 0 56.1 30.9 29.5 0.30 0.28 0.0 0.0 351.9 351.9 6.3 0.4 D
5 e f Basic Segment 4685 4685 6900 6571 0.71 0.71 0 60.0 27.3 26.0 1.00 1.00 0.0 0.0 1171.3 1171.3 19.5 0.0 D
6 f g Weaving 5225 5225 8764 8347 0.63 0.63 0 47.9 28.6 27.3 0.63 0.50 0.1 0.1 653.1 653.1 13.6 2.7 D
7 g h Basic Segment 4865 4865 6900 6571 0.74 0.74 0 60.0 28.4 27.0 1.00 1.00 0.0 0.0 1216.3 1216.3 20.3 0.0 D
8 h i On Ramp 5315 5315 6900 6571 0.81 0.81 0 53.2 34.9 33.3 0.24 0.22 0.0 0.0 286.9 286.9 5.4 0.6 D
9 i j Ramp Overlap 5315 5315 6900 6571 0.81 0.81 0 53.2 34.9 33.3 0.08 0.07 0.0 0.0 90.6 90.6 1.7 0.2 D
10 j k Off Ramp 5315 5315 6900 6571 0.81 0.81 0 55.9 33.3 31.7 0.23 0.22 0.0 0.0 286.9 286.9 5.1 0.3 D
11 k l Basic Segment 5045 5045 6900 6571 0.77 0.77 0 59.9 29.5 28.1 1.00 1.00 0.0 0.0 1261.3 1261.3 21.0 0.0 D
Freeway 57.8 28.9 27.5 6.23 6.00 0.2 0.2 7,331.3 7,331.3 0,127.2 0,005.0 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 4955 4955 6900 6571 0.75 0.75 0 60.0 28.9 27.5 1.00 1.00 0.0 0.0 1238.8 1238.8 20.6 0.0 D
2 b c On Ramp 5495 5495 6900 6571 0.84 0.84 0 52.9 36.3 34.6 0.32 0.28 0.0 0.0 390.3 390.3 7.4 0.9 E
3 c d Basic Segment 5495 5495 6900 6571 0.84 0.84 0 59.7 32.2 30.7 0.43 0.43 0.0 0.0 593.2 593.2 9.9 0.1 D
4 d e Off Ramp 5495 5495 6900 6571 0.84 0.84 0 55.7 34.5 32.9 0.31 0.28 0.0 0.0 390.3 390.3 7.0 0.5 D
5 e f Basic Segment 5135 5135 6900 6571 0.78 0.78 0 60.0 30.0 28.5 1.00 1.00 0.0 0.0 1283.8 1283.8 21.4 0.0 D
6 f g Weaving 5855 5855 8773 8355 0.70 0.70 0 46.6 33.0 31.4 0.64 0.50 0.1 0.1 731.9 731.9 15.7 3.5 D
7 g h Basic Segment 5495 5495 6900 6571 0.84 0.84 0 60.0 32.1 30.5 1.00 1.00 0.0 0.0 1373.8 1373.8 22.9 0.0 D
8 h i On Ramp 6035 6035 6900 6571 0.92 0.92 0 51.9 40.7 38.8 0.25 0.22 0.0 0.0 325.8 325.8 6.3 0.8 E
9 i j Ramp Overlap 6035 6035 6900 6571 0.92 0.92 0 51.9 40.7 38.8 0.08 0.07 0.0 0.0 102.9 102.9 2.0 0.3 E
10 j k Off Ramp 6035 6035 6900 6571 0.92 0.92 0 55.6 38.0 36.2 0.23 0.22 0.0 0.0 325.8 325.8 5.9 0.4 E
11 k l Basic Segment 5765 5765 6900 6571 0.88 0.88 0 59.9 33.7 32.1 1.00 1.00 0.0 0.0 1441.3 1441.3 24.1 0.0 D
Freeway 57.4 32.5 30.9 6.27 6.00 0.3 0.3 8,197.5 8,197.5 0,143.1 0,006.5 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 5225 5225 6900 6571 0.80 0.80 0 60.0 30.5 29.0 1.00 1.00 0.0 0.0 1306.3 1306.3 21.8 0.0 D
2 b c On Ramp 5855 5855 6900 6571 0.89 0.89 0 52.3 39.2 37.3 0.33 0.28 0.0 0.0 415.8 415.8 8.0 1.0 E
3 c d Basic Segment 5855 5855 6900 6571 0.89 0.89 0 59.6 34.4 32.7 0.43 0.43 0.0 0.0 632.1 632.1 10.6 0.1 D
4 d e Off Ramp 5855 5855 6900 6571 0.89 0.89 0 55.7 36.8 35.1 0.31 0.28 0.0 0.0 415.8 415.8 7.5 0.5 E
5 e f Basic Segment 5585 5585 6900 6571 0.85 0.85 0 60.0 32.6 31.0 1.00 1.00 0.0 0.0 1396.3 1396.3 23.3 0.0 D
6 f g Weaving 6395 6395 8815 8395 0.76 0.76 0 45.0 42.0 40.0 0.67 0.50 0.2 0.2 799.4 799.4 17.8 4.4 E
7 g h Basic Segment 6035 5941 6900 6571 0.92 0.90 3526 53.1 37.3 35.5 1.13 1.00 0.1 0.1 1508.8 1485.3 28.0 3.2 E
8 h i On Ramp 6665 6571 6900 6571 1.01 1.00 0 50.4 45.6 43.5 0.26 0.22 0.0 0.0 359.8 354.7 7.0 1.1 E
9 i j Ramp Overlap 6665 6571 6900 6571 1.01 1.00 0 50.4 45.6 43.5 0.08 0.07 0.0 0.0 113.6 112.0 2.2 0.4 F
10 j k Off Ramp 6665 6571 6900 6571 1.01 1.00 0 55.1 41.8 39.8 0.24 0.22 0.0 0.0 359.8 354.7 6.4 0.5 E
11 k l Basic Segment 6215 6128 6900 6571 0.95 0.93 0 59.7 35.9 34.2 1.01 1.00 0.0 0.0 1553.8 1532.0 25.7 0.1 E
Freeway 55.9 36.1 34.4 6.44 6.00 0.4 0.4 8,861.3 8,804.3 0,158.2 0,011.5 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 4685 4685 6900 6571 0.71 0.71 0 60.0 27.3 26.0 1.00 1.00 0.0 0.0 1171.3 1171.3 19.5 0.0 D
2 b c On Ramp 5045 5045 6900 6571 0.77 0.77 0 53.6 32.9 31.4 0.32 0.28 0.0 0.0 358.3 358.3 6.7 0.7 D
3 c d Basic Segment 5045 5045 6900 6571 0.77 0.77 0 59.7 29.6 28.2 0.43 0.43 0.0 0.0 544.6 544.6 9.1 0.0 D
4 d e Off Ramp 5045 5045 6900 6571 0.77 0.77 0 56.0 31.5 30.0 0.30 0.28 0.0 0.0 358.3 358.3 6.4 0.4 D
5 e f Basic Segment 4775 4775 6900 6571 0.73 0.73 0 60.0 27.9 26.5 1.00 1.00 0.0 0.0 1193.8 1193.8 19.9 0.0 D
6 f g Weaving 5135 5135 8895 8471 0.61 0.61 0 49.1 29.4 28.0 0.61 0.50 0.1 0.1 641.9 641.9 13.1 2.4 D
7 g h Basic Segment 4775 4833 6900 6571 0.73 0.74 302 60.0 26.9 25.6 1.00 1.00 0.0 0.0 1193.8 1208.3 20.1 0.0 D
8 h i On Ramp 5225 5283 6900 6571 0.80 0.80 0 53.3 34.7 33.0 0.24 0.22 0.0 0.0 282.0 285.2 5.4 0.6 D
9 i j Ramp Overlap 5225 5283 6900 6571 0.80 0.80 0 53.3 34.7 33.0 0.08 0.07 0.0 0.0 89.1 90.1 1.7 0.2 D
10 j k Off Ramp 5225 5283 6900 6571 0.80 0.80 0 55.9 33.1 31.5 0.23 0.22 0.0 0.0 282.0 285.2 5.1 0.3 D
11 k l Basic Segment 4955 5009 6900 6571 0.75 0.76 0 60.0 29.2 27.8 1.00 1.00 0.0 0.0 1238.8 1252.3 20.9 0.0 D
Freeway 57.9 29.0 27.6 6.22 6.00 0.2 0.2 7,353.8 7,389.0 0,127.9 0,004.7 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 3785 3785 6900 6571 0.58 0.58 0 60.0 22.1 21.0 1.00 1.00 0.0 0.0 946.3 946.3 15.8 0.0 C
2 b c On Ramp 3965 3965 6900 6571 0.60 0.60 0 54.8 25.3 24.1 0.31 0.28 0.0 0.0 281.6 281.6 5.1 0.4 C
3 c d Basic Segment 3965 3965 6900 6571 0.60 0.60 0 59.8 23.2 22.1 0.43 0.43 0.0 0.0 428.0 428.0 7.2 0.0 C
4 d e Off Ramp 3965 3965 6900 6571 0.60 0.60 0 56.3 24.6 23.5 0.30 0.28 0.0 0.0 281.6 281.6 5.0 0.3 C
5 e f Basic Segment 3695 3695 6900 6571 0.56 0.56 0 60.0 21.6 20.5 1.00 1.00 0.0 0.0 923.8 923.8 15.4 0.0 C
6 f g Weaving 3965 3965 8957 8530 0.46 0.46 0 52.0 21.4 20.3 0.58 0.50 0.1 0.1 495.6 495.6 9.5 1.3 C
7 g h Basic Segment 3785 3785 6900 6571 0.58 0.58 189 60.0 21.0 20.0 1.00 1.00 0.0 0.0 946.3 946.3 15.8 0.0 C
8 h i On Ramp 4055 4055 6900 6571 0.62 0.62 0 54.7 25.9 24.7 0.24 0.22 0.0 0.0 218.9 218.9 4.0 0.4 C
9 i j Ramp Overlap 4055 4055 6900 6571 0.62 0.62 0 54.7 25.9 24.7 0.07 0.07 0.0 0.0 69.1 69.1 1.3 0.1 C
10 j k Off Ramp 4055 4055 6900 6571 0.62 0.62 0 56.4 25.2 24.0 0.23 0.22 0.0 0.0 218.9 218.9 3.9 0.2 C
11 k l Basic Segment 3875 3874 6900 6571 0.59 0.59 0 60.0 22.6 21.5 1.00 1.00 0.0 0.0 968.8 968.5 16.1 0.0 C
Freeway 58.4 22.5 21.4 6.17 6.00 0.2 0.2 5,778.8 5,778.5 0,099.1 0,002.8 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 0.80 60.0 27.0 25.7 1.00 1.00 5,788.8 5,788.8 96.43 -0.05
b-c OnRamp 0.89 53.3 33.2 31.6 0.32 0.28 1,797.9 1,797.9 33.70 3.74
c-d Basic 0.89 59.7 29.7 28.3 0.43 0.43 2,732.9 2,732.9 45.78 0.24
d-e OffRamp 0.89 55.9 31.7 30.2 0.30 0.28 1,797.9 1,797.9 32.15 2.18
e-f Basic 0.85 60.0 27.9 26.5 1.00 1.00 5,968.8 5,968.8 99.51 0.03
f-g Weaving 0.76 47.7 30.9 29.4 0.63 0.50 3,321.9 3,321.9 69.69 14.32
g-h Basic 0.92 58.2 29.1 27.7 1.03 1.00 6,238.8 6,229.8 107.06 3.23
h-i OnRamp 1.01 52.4 36.4 34.7 0.25 0.22 1,473.3 1,471.4 28.06 3.54
i-j RampOverlap 1.01 52.4 36.4 34.7 0.08 0.07 0,465.3 0,464.6 8.86 1.12
j-k OffRamp 1.01 55.7 34.3 32.6 0.23 0.22 1,473.3 1,471.4 26.41 1.89
k-l Basic 0.95 59.9 30.2 28.7 1.00 1.00 6,463.8 6,455.3 107.80 0.21
Freeway 57.3 29.8 28.4 6.28 6.00 37,522.5 37,500.5 0,655.4 0,030.4

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 D D D D D D D D D D
2 D E D D D D D E E E D
3 D E D E D E E E F E E
4 D D D D D D D D D D D
5 C C 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 · · · · · · · F F F ·
4 · · · · · · · · · · ·
5 · · · · · · · · · · ·