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Unformatted text preview: 159 Calculated Inter-arrival Times for 15 Minute Intervals using Adjusted Number of Vehicles per Hour for Driving Lane for ARENA Simulation Model Time Cumulative percentage No of Veh/hr 0% 0:00-0:15 0:15-0:30 0:30-0:45 0:45-1:00 1:00-1:15 1:15-1:30 1:30-1:45 1:45-2:00 2:00-2:15 2:15-2:30 2:30-2:45 2:45-3:00 3:00-3:15 3:15-3:30 3:30-3:45 3:45-4:00 4:00-4:15 4:15-4:30 4:30-4:45 4:45-5:00 1% 2% 5% 10% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 1.04 1.15 1.11 1.11 1.43 1.29 1.31 1.11 1.24 1.05 1.12 1.31 1.34 1.17 1.33 1.15 1.02 1.20 1.11 1.02 1.38 1.54 1.47 1.47 1.96 1.75 1.77 1.47 1.67 1.39 1.49 1.77 1.83 1.56 1.80 1.54 1.34 1.62 1.47 1.34 1.70 1.87 1.80 1.80 2.33 2.10 2.13 1.80 2.01 1.71 1.82 2.13 2.18 1.90 2.16 1.87 1.66 1.96 1.80 1.66 2.78 3.19 3.03 3.03 4.25 3.72 3.79 3.03 3.52 2.82 3.07 3.79 3.92 3.25 3.85 3.19 2.70 3.39 3.03 2.70 4.52 5.30 5.00 5.00 7.33 6.31 6.44 5.00 5.93 4.60 5.08 6.44 6.69 5.43 6.57 5.30 4.37 5.68 5.00 4.37 6.13 7.22 6.80 6.80 10.06 8.64 8.82 6.80 8.11 6.24 6.90 8.82 9.18 7.40 9.00 7.22 5.92 7.76 6.80 5.92 8.09 9.57 8.99 8.99 13.42 11.50 11.74 8.99 10.77 8.23 9.14 11.74 12.22 9.81 11.98 9.57 7.80 10.29 8.99 7.80 10.68 12.70 11.91 11.91 17.95 15.33 15.65 11.91 14.34 10.88 12.11 15.65 16.31 13.03 15.98 12.70 10.28 13.68 11.91 10.28 14.19 16.98 15.90 15.90 24.24 20.61 21.07 15.90 19.25 14.47 16.17 21.07 21.97 17.44 21.52 16.98 13.65 18.35 15.90 13.65 18.51 22.24 20.78 20.78 31.96 27.10 27.71 20.78 25.28 18.87 21.15 27.71 28.92 22.85 28.31 22.24 17.78 24.06 20.78 17.78 23.42 28.11 26.28 26.28 40.30 34.21 34.97 26.28 31.92 23.88 26.74 34.97 36.49 28.87 35.73 28.11 22.51 30.40 26.28 22.51 32.78 39.38 36.80 36.80 56.55 47.96 49.04 36.80 44.75 33.42 37.45 49.04 51.18 40.45 50.11 39.38 31.49 42.60 36.80 31.49 44.73 54.15 50.48 50.48 78.68 66.41 67.95 50.48 61.82 45.65 51.40 67.95 71.01 55.69 69.48 54.15 42.89 58.75 50.48 42.89 51.92 62.39 58.30 58.30 89.64 76.02 77.72 58.30 70.91 52.94 59.33 77.72 81.13 64.09 79.42 62.39 49.87 67.50 58.30 49.87 56.65 67.81 63.46 63.46 96.87 82.34 84.16 63.46 76.89 57.74 64.55 84.16 87.79 69.63 85.97 67.81 54.47 73.26 63.46 54.47 100% (Max) 65.19 76.95 72.36 72.36 107.51 92.23 94.14 72.36 86.50 66.34 73.51 94.14 97.96 78.86 96.05 76.95 62.90 82.68 72.36 62.90 241 200 216 216 136 168 164 216 180 237 212 164 156 196 160 200 249 188 216 249 160 Calculated Inter-arrival Times for 15 Minute Intervals using Adjusted Number of Vehicles per Hour for Driving Lane for ARENA Simulation Model (continued) Time Cumulative percentage No of Veh/hr 0% 5:00-5:15 5:15-5:30 5:30-5:45 5:45-6:00 6:00-6:15 6:15-6:30 6:30-6:45 6:45-7:00 7:00-7:15 7:15-7:30 7:30-7:45 7.45-8.00 8.00-8.15 8.15-8.30 8.30-8.45 8.45-9.00 9.00-9.15 9.15-9.30 9.30-9.45 9.45-10:00 10.00-10.15 1% 2% 5% 10% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 1.04 0.85 0.84 0.92 0.80 0.73 0.68 0.72 0.70 0.66 0.67 0.70 0.68 0.68 0.69 0.71 0.70 0.71 0.68 0.70 0.71 1.38 1.09 1.07 1.18 1.02 0.90 0.83 0.89 0.86 0.81 0.82 0.86 0.83 0.83 0.85 0.88 0.86 0.88 0.84 0.87 0.87 1.70 1.38 1.36 1.49 1.31 1.18 1.10 1.17 1.13 1.08 1.09 1.14 1.10 1.10 1.12 1.15 1.14 1.15 1.11 1.15 1.15 2.78 2.04 2.00 2.29 1.87 1.59 1.41 1.56 1.48 1.36 1.39 1.49 1.41 1.41 1.46 1.53 1.49 1.53 1.44 1.51 1.52 4.52 3.14 3.06 3.60 2.82 2.28 1.95 2.23 2.08 1.87 1.90 2.10 1.95 1.95 2.04 2.17 2.11 2.17 2.00 2.14 2.15 6.13 4.18 4.07 4.83 3.73 2.98 2.51 2.91 2.70 2.40 2.45 2.72 2.51 2.51 2.64 2.83 2.74 2.83 2.59 2.78 2.80 8.09 5.45 5.29 6.33 4.84 3.82 3.19 3.73 3.44 3.04 3.11 3.48 3.19 3.19 3.36 3.62 3.49 3.62 3.29 3.55 3.58 10.68 7.08 6.87 8.29 6.25 4.86 4.01 4.74 4.34 3.80 3.90 4.39 4.01 4.01 4.24 4.59 4.42 4.59 4.14 4.50 4.53 14.19 9.23 8.94 10.89 8.08 6.17 5.01 6.01 5.46 4.72 4.85 5.53 5.01 5.01 5.32 5.80 5.57 5.80 5.19 5.68 5.72 18.51 11.87 11.48 14.09 10.33 7.78 6.22 7.56 6.83 5.84 6.01 6.92 6.22 6.22 6.64 7.28 6.97 7.28 6.46 7.12 7.17 23.42 15.09 14.60 17.88 13.16 9.96 8.00 9.68 8.77 7.52 7.74 8.88 8.00 8.00 8.53 9.33 8.94 9.33 8.30 9.12 9.19 32.78 21.05 20.36 24.97 18.33 13.82 11.07 13.42 12.14 10.39 10.70 12.30 11.07 11.07 11.81 12.94 12.39 12.94 11.49 12.64 12.74 44.73 27.99 27.01 33.59 24.11 17.69 13.78 17.13 15.30 12.82 13.26 15.54 13.78 13.78 14.84 16.44 15.66 16.44 14.38 16.02 16.16 51.92 33.30 32.20 39.53 28.98 21.82 17.46 21.20 19.16 16.38 16.87 19.42 17.46 17.46 18.64 20.42 19.55 20.42 18.13 19.96 20.12 56.65 36.79 35.62 43.43 32.18 24.54 19.88 23.87 21.70 18.72 19.25 21.97 19.88 19.88 21.14 23.05 22.11 23.05 20.59 22.55 22.72 100% (Max) 65.19 44.26 43.03 51.27 39.40 31.31 26.35 30.60 28.28 25.11 25.68 28.58 26.35 26.35 27.69 29.72 28.73 29.72 27.11 29.19 29.37 241 369 381 313 421 549 677 565 621 718 698 613 677 677 637 585 609 585 653 597 593 161 Calculated Inter-arrival Times for 15 Minute Intervals using Adjusted Number of Vehicles per Hour for Driving Lane for ARENA Simulation Model (continued) Time Cumulative percentage No of Veh/hr 0% 10.15-10.30 10.30-10.45 10...
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