SwashWare
HCM-CALC

Project Properties

Analyst Scott Washburn Freeway Name HCM 2010 Example 2 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 2 in HCM 2010 Chapter 10
File Name FreewayFacilities2.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 3 60
8 h i On Ramp 1140 Level 5899 5.00 0.00 3 60
9 i j Ramp Overlap 360 Level 5899 5.00 0.00 3 60
10 j k Off Ramp 1140 Level 5899 5.00 0.00 3 60
11 k l Basic Segment 5280 Level 5599 5.00 0.00 3 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 3 60
8 h i On Ramp 1140 Level 6697 5.00 0.00 3 60
9 i j Ramp Overlap 360 Level 6697 5.00 0.00 3 60
10 j k Off Ramp 1140 Level 6697 5.00 0.00 3 60
11 k l Basic Segment 5280 Level 6397 5.00 0.00 3 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 3 60
8 h i On Ramp 1140 Level 7396 5.00 0.00 3 60
9 i j Ramp Overlap 360 Level 7396 5.00 0.00 3 60
10 j k Off Ramp 1140 Level 7396 5.00 0.00 3 60
11 k l Basic Segment 5280 Level 6896 5.00 0.00 3 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 3 60
8 h i On Ramp 1140 Level 5800 5.00 0.00 3 60
9 i j Ramp Overlap 360 Level 5800 5.00 0.00 3 60
10 j k Off Ramp 1140 Level 5800 5.00 0.00 3 60
11 k l Basic Segment 5280 Level 5500 5.00 0.00 3 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 3 60
8 h i On Ramp 1140 Level 4501 5.00 0.00 3 60
9 i j Ramp Overlap 360 Level 4501 5.00 0.00 3 60
10 j k Off Ramp 1140 Level 4501 5.00 0.00 3 60
11 k l Basic Segment 5280 Level 4301 5.00 0.00 3 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 6900 6571 0.82 0.82 0 60.0 31.5 30.0 1.00 1.00 0.0 0.0 1349.8 1349.8 22.5 0.0 D
8 h i On Ramp 5899 5899 6900 6571 0.90 0.90 0 52.2 39.5 37.7 0.25 0.22 0.0 0.0 318.4 318.4 6.1 0.8 E
9 i j Ramp Overlap 5899 5899 6900 6571 0.90 0.90 0 52.2 39.5 37.7 0.08 0.07 0.0 0.0 100.6 100.6 1.9 0.2 E
10 j k Off Ramp 5899 5899 6900 6571 0.90 0.90 0 55.6 37.1 35.4 0.23 0.22 0.0 0.0 318.4 318.4 5.7 0.4 E
11 k l Basic Segment 5599 5599 6900 6571 0.85 0.85 0 59.9 32.7 31.1 1.00 1.00 0.0 0.0 1399.8 1399.8 23.4 0.0 D
Freeway 57.5 32.2 30.7 6.26 6.00 0.3 0.3 8,136.8 8,136.8 0,141.9 0,006.3 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 44.2 43.3 41.3 0.68 0.50 0.2 0.2 812.3 812.3 18.4 4.8 F
7 g h Basic Segment 6098 5972 6900 6571 0.93 0.91 4994 50.7 39.3 37.4 1.18 1.00 0.2 0.2 1524.5 1493.0 29.4 4.6 E
8 h i On Ramp 6697 6571 6900 6571 1.02 1.00 0 50.4 45.6 43.5 0.26 0.22 0.0 0.0 361.5 354.7 7.0 1.1 E
9 i j Ramp Overlap 6697 6571 6900 6571 1.02 1.00 0 50.4 45.6 43.5 0.08 0.07 0.0 0.0 114.2 112.0 2.2 0.4 F
10 j k Off Ramp 6697 6571 6900 6571 1.02 1.00 0 55.2 41.6 39.7 0.23 0.22 0.0 0.0 361.5 354.7 6.4 0.5 E
11 k l Basic Segment 6397 6277 6900 6571 0.97 0.96 0 58.5 37.6 35.8 1.03 1.00 0.0 0.0 1599.3 1569.3 26.8 0.7 E
Freeway 55.1 37.5 35.7 6.53 6.00 0.5 0.5 9,097.6 9,020.4 0,164.2 0,013.9 E

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 6408 6900 6571 0.99 0.98 1450 54.4 39.3 37.4 0.48 0.43 0.0 0.0 701.5 691.8 12.7 1.2 E
4 d e Off Ramp 6498 6305 6900 6571 0.99 0.96 1500 45.2 46.5 44.3 0.38 0.28 0.1 0.1 461.5 447.8 9.9 2.4 F
5 e f Basic Segment 6198 5797 6900 6571 0.94 0.88 5280 46.5 41.5 39.5 1.29 1.00 0.3 0.3 1549.5 1449.3 31.1 7.0 E
6 f g Weaving 7097 6248 8802 8383 0.85 0.75 2640 20.4 76.5 72.9 1.47 0.50 1.0 1.5 887.1 781.0 38.3 25.2 F
7 g h Basic Segment 6697 5872 6900 6571 1.02 0.89 5280 39.4 49.7 47.4 1.52 1.00 0.5 0.5 1674.3 1468.0 37.3 12.8 F
8 h i On Ramp 7396 6571 6900 6571 1.13 1.00 0 50.3 45.7 43.5 0.26 0.22 0.0 0.0 399.2 354.7 7.0 1.1 E
9 i j Ramp Overlap 7396 6571 6900 6571 1.13 1.00 0 50.3 45.7 43.5 0.08 0.07 0.0 0.0 126.1 112.0 2.2 0.4 F
10 j k Off Ramp 7396 6571 6900 6571 1.13 1.00 0 55.0 41.8 39.8 0.24 0.22 0.0 0.0 399.2 354.7 6.4 0.5 E
11 k l Basic Segment 6896 6130 6900 6571 1.05 0.93 0 59.7 36.0 34.3 1.01 1.00 0.0 0.0 1724.0 1532.5 25.7 0.1 E
Freeway 44.7 44.9 42.8 8.05 6.00 2.1 2.6 9,833.6 9,103.0 0,204.0 0,052.3 E

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 5681 6900 6571 0.85 0.86 100 56.8 33.3 31.7 0.46 0.43 0.0 0.0 604.5 613.3 10.8 0.6 D
4 d e Off Ramp 5600 5784 6900 6571 0.85 0.88 0 40.6 47.4 45.2 0.42 0.28 0.1 0.1 397.7 410.8 10.1 3.3 F
5 e f Basic Segment 5300 5666 6900 6571 0.81 0.86 328 48.0 39.3 37.5 1.25 1.00 0.2 0.2 1325.0 1416.5 29.5 5.9 E
6 f g Weaving 5700 6513 8888 8465 0.67 0.77 0 30.4 53.5 50.9 0.99 0.50 0.5 0.5 712.5 814.1 26.7 13.2 F
7 g h Basic Segment 5300 6071 6900 6571 0.81 0.92 3593 49.2 41.1 39.2 1.22 1.00 0.2 0.2 1325.0 1517.8 30.9 5.6 E
8 h i On Ramp 5800 6571 6900 6571 0.88 1.00 0 50.5 45.6 43.4 0.26 0.22 0.0 0.0 313.1 354.7 7.0 1.1 E
9 i j Ramp Overlap 5800 6571 6900 6571 0.88 1.00 0 50.5 45.6 43.4 0.08 0.07 0.0 0.0 98.9 112.0 2.2 0.4 F
10 j k Off Ramp 5800 6571 6900 6571 0.88 1.00 0 55.2 41.6 39.7 0.23 0.22 0.0 0.0 313.1 354.7 6.4 0.5 E
11 k l Basic Segment 5500 6216 6900 6571 0.84 0.95 0 59.0 36.9 35.1 1.02 1.00 0.0 0.0 1375.0 1554.0 26.3 0.4 E
Freeway 49.7 39.5 37.6 7.24 6.00 1.2 1.3 8,162.5 8,845.6 0,179.2 0,031.8 E

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 4393 6900 6571 0.67 0.67 98 60.0 24.4 23.2 0.43 0.43 0.0 0.0 475.1 474.2 7.9 0.0 C
4 d e Off Ramp 4401 4393 6900 6571 0.67 0.67 0 56.2 27.4 26.1 0.30 0.28 0.0 0.0 312.6 312.0 5.6 0.4 C
5 e f Basic Segment 4101 4085 6900 6571 0.62 0.62 222 60.0 22.7 21.6 1.00 1.00 0.0 0.0 1025.3 1021.3 17.0 0.0 C
6 f g Weaving 4401 4385 8951 8525 0.52 0.51 0 51.2 24.0 22.9 0.59 0.50 0.1 0.1 550.1 548.1 10.7 1.6 C
7 g h Basic Segment 4201 4293 6900 6571 0.64 0.65 232 60.0 23.9 22.7 1.00 1.00 0.0 0.0 1050.3 1073.3 17.9 0.0 C
8 h i On Ramp 4501 4593 6900 6571 0.68 0.70 0 54.2 29.7 28.3 0.24 0.22 0.0 0.0 243.0 247.9 4.6 0.4 D
9 i j Ramp Overlap 4501 4593 6900 6571 0.68 0.70 0 54.2 29.7 28.3 0.08 0.07 0.0 0.0 76.7 78.3 1.4 0.1 D
10 j k Off Ramp 4501 4593 6900 6571 0.68 0.70 0 56.3 28.6 27.2 0.23 0.22 0.0 0.0 243.0 247.9 4.4 0.3 D
11 k l Basic Segment 4301 4388 6900 6571 0.65 0.67 0 60.0 25.6 24.4 1.00 1.00 0.0 0.0 1075.3 1097.0 18.3 0.0 C
Freeway 58.3 24.9 23.7 6.18 6.00 0.2 0.2 6,414.0 6,462.8 0,111.0 0,003.3 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 6,425.0 107.03 -0.06
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 57.8 33.0 31.4 0.45 0.43 3,033.3 3,031.5 52.42 1.89
d-e OffRamp 0.99 49.4 38.9 37.0 0.35 0.28 1,995.6 1,994.4 40.39 7.15
e-f Basic 0.94 53.7 33.4 31.8 1.12 1.00 6,624.5 6,611.8 123.10 12.90
f-g Weaving 0.85 33.6 46.0 43.8 0.89 0.50 3,686.9 3,680.4 109.59 48.25
g-h Basic 1.02 50.0 37.1 35.3 1.20 1.00 6,923.8 6,901.8 137.98 22.95
h-i OnRamp 1.13 51.3 41.2 39.3 0.25 0.22 1,635.1 1,630.4 31.79 4.61
i-j RampOverlap 1.13 51.3 41.2 39.3 0.08 0.07 0,516.4 0,514.9 10.04 1.46
j-k OffRamp 1.13 55.4 38.2 36.3 0.23 0.22 1,635.1 1,630.4 29.42 2.25
k-l Basic 1.05 59.4 33.7 32.1 1.01 1.00 7,173.3 7,152.5 120.51 1.30
Freeway 52.1 35.8 34.1 6.91 6.00 41,644.5 41,568.5 0,800.4 0,107.6

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

Demand-Based LOS by Segment

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