Arena rep 1

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Unformatted text preview: 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 0.81 0.77 0.79 0.77 0.83 0.79 0.85 0.91 0.85 0.90 0.92 1.00 0.91 0.91 1.03 1.02 0.96 1.00 0.96 1.05 1.00 1.08 1.18 1.09 1.16 1.19 1.31 1.18 1.18 1.36 1.31 1.24 1.29 1.25 1.35 1.28 1.38 1.48 1.38 1.47 1.49 1.62 1.48 1.48 1.68 1.89 1.73 1.83 1.74 1.97 1.82 2.04 2.28 2.05 2.24 2.30 2.61 2.28 2.28 2.73 2.85 2.55 2.74 2.57 2.99 2.71 3.12 3.58 3.15 3.51 3.62 4.20 3.58 3.58 4.43 3.77 3.36 3.62 3.38 3.97 3.59 4.16 4.81 4.20 4.71 4.86 5.68 4.81 4.81 6.00 4.90 4.34 4.69 4.37 5.17 4.65 5.42 6.30 5.48 6.16 6.37 7.47 6.30 6.30 7.91 6.33 5.56 6.04 5.61 6.69 5.99 7.05 8.24 7.12 8.05 8.33 9.84 8.24 8.24 10.43 8.20 7.14 7.80 7.20 8.70 7.72 9.18 10.83 9.28 10.57 10.96 13.04 10.83 10.83 13.85 10.48 9.07 9.95 9.15 11.15 9.85 11.80 14.00 11.93 13.66 14.18 16.96 14.00 14.00 18.05 13.35 11.58 12.69 11.68 14.19 12.56 15.01 17.77 15.17 17.34 17.99 21.48 17.77 17.77 22.85 18.60 16.11 17.66 16.25 19.78 17.48 20.93 24.82 21.16 24.21 25.13 30.04 24.82 24.82 31.98 24.50 20.95 23.16 21.15 26.19 22.90 27.82 33.37 28.15 32.49 33.81 40.83 33.37 33.37 43.58 29.41 25.45 27.92 25.68 31.29 27.64 33.11 39.28 33.48 38.31 39.77 47.58 39.28 39.28 50.64 32.64 28.42 31.05 28.66 34.65 30.75 36.59 43.17 36.98 42.14 43.69 52.02 43.17 43.17 55.29 100% (Max) 39.88 35.41 38.20 35.67 42.00 37.88 44.05 51.00 44.46 49.90 51.54 60.32 51.00 51.00 63.76 415 476 436 472 391 440 371 315 367 323 311 262 315 315 246 164 Calculated Inter-arrival Times for 15 Minute Intervals using Adjusted Number of Vehicles per Hour for Passing Lane for ARENA Simulation Model Ti me 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 5:00-5:15 1% 2% 5% 10% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 0.11 0.11 0.10 0.11 0.11 0.11 0.11 0.10 0.11 0.10 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.10 0.10 0.11 0.78 0.77 0.75 0.78 0.80 0.83 0.78 0.76 0.79 0.73 0.77 0.78 0.83 0.81 0.78 0.79 0.80 0.77 0.76 0.69 0.79 1.22 1.19 1.14 1.22 1.27 1.34 1.22 1.17 1.24 1.11 1.19 1.22 1.34 1.29 1.22 1.24 1.27 1.19 1.17 1.01 1.24 1.93 1.88 1.78 1.93 2.03 2.18 1.93 1.83 1.98 1.72 1.88 1.93 2.18 2.08 1.93 1.98 2.03 1.88 1.83 1.52 1.98 3.31 3.21 3.01 3.31 3.50 3.80 3.31 3.11 3.40 2.88 3.21 3.31 3.80 3.60 3.31 3.40 3.50 3.21 3.11 2.49 3.40 10.33 9.96 9.21 10.33 11.08 12.21 10.33 9.58 10.71 8.74 9.96 10.33 12.21 11.46 10.33 10.71 11.08 9.96 9.58 7.24 10.71 17.38 16.73 15.44 17.38 18.67 20.60 17.38 16.09 18.02 14.63 16.73 17.38 20.60 19.31 17.38 18.02 18.67 16.73 16.09 12.05 18.02 28.61 27.54 25.39 28.61 30.75 33.96 28.61 26.47 29.68 24.06 27.54 28.61 33.96 31.82 28.61 29.68 30.75 27.54 26.47 19.77 29.68 44.50 42.83 39.49 44.50 47.84 52.85 44.50 41.16 46.17 37.40 42.83 44.50 52.85 49.51 44.50 46.17 47.84 42.83 41.16 30.72 46.17 71.06 68.38 63.03 71.06 76.41 84.44 71.06 65.71 73.73 59.68 68.38 71.06 84.44 79.09 71.06 73.73 76.41 68.38 65.71 48.98 73.73 99.31 95.60 88.18 99.31 106.73 117.86 99.31 91.89 103.02 83.54 95.60 99.31 117.86 110.44 99.31 103.02 106.73 95.60 91.89 68.70 103.02 144.40 139.02 128.27 144.40 155.15 171.28 144.40 133.65 149.78 121.55 139.02 144.40 171.28 160.53 144.40 149.78 155.15 139.02 133.65 100.05 149.78 217.17 209.13 193.07 217.17 233.23 257.33 217.17 201.10 225.20 183.03 209.13 217.17 257.33 241.26 217.17 225.20 233.23 209.13 201.10 150.90 225.20 257.30 247.65 228.34 257.30 276.61 305.57 257.30 237.99 266.95 216.27 247.65 257.30 305.57 286.26 257.30 266.95 276.61 247.65 237.99 177.66 266.95 276.56 266.90 247.58 276.56 295.87 324.85 276.56 257.24 286.22 235.51 266.90 276.56 324.85 305.53 276.56 286.22 295.87 266.90 257.24 196.87 286.22 289.48 279.61 259.87 289.48 309.21 338.82 289.48 269.74 299.35 247.53 279.61 289.48 338.82 319.08 289.48 299.35 309.21 279.61 269.74 208.05 299.35 100% (Max) 318.85 308.33 287.29 318.85 339.89 371.46 318.85 297.81 329.37 274.13 308.33 318.85 371.46 350.42 318.85 329.37 339.89 308.33 297.81 232.05 329.37 41 45 53 41 33 21 41 49 37 58 45 41 21 29 41 37 33 45 49 74 37 165 Calculated Inter-arrival Times for 15 Minute Intervals using Adjusted Number of Vehicles per Hour for Passing Lane for ARENA Simulation Model (continued) Time Cumulative percentage No of Veh/hr 0% 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 10.15-10.30 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 0.62 0.57 0.62 0.57 0.52 0.50 0.52 0.51 0.50 0.49 0.50 0.51 0.51 0.51 0.52 0.52 0.51 0.51 0.53 0.51 0.51 0.84 0.74 0.83 0.73 0.61 0.58 0.62 0.60 0.59 0.57 0.58 0.60 0.60 0.60 0.61 0.62 0.60 0.60 0.64 0.60 0.60 1.19 0.99 1.17 0.97 0.76 0.70 0.77 0.73 0.71 0.68 0.68 0.73 0.73 0.73 0.76...
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This document was uploaded on 02/26/2014 for the course E 515 at University of Louisiana at Lafayette.

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