Perhitungan Hubungan Volume Kecepatan Kepadatan

19
Tabel 1. Perhitungan kepadatan (D) No. (1) (2) (3) (4) = (2)/0.2 5) = (4)/(3) 1 311.9 28.03 1105.92 38.148 2 288.9 27.89 1027.92 37.149 3 333.4 27.54 1163.04 40.723 4 332.1 28.61 1107.32 37.221 5 321.4 29.19 1025.92 35.364 6 231.65 26.98 1364.84 43.886 7 219.81 26.54 1111.92 41.864 8 315.22 28.74 1504.72 52.012 9 256.73 28.45 1551.64 55.436 10 243.15 29.59 1105.6 39.770 11 342.17 28.88 1034.16 38.189 12 256.58 26.78 1124.16 39.514 13 241.89 27.11 1407.72 54.754 14 245.72 29.19 1238.44 38.689 15 289.14 28.97 1930.96 50.841 16 377.56 27.87 1396.28 48.331 17 245.66 28.09 1431.24 53.907 18 265.73 29.85 1907.56 72.065 19 311.68 25.67 1853.12 67.534 20 315.92 27.68 1593.88 56.742 21 257.51 27.84 1193.8 42.881 22 325.66 27.81 1640.44 58.987 23 377.89 28.97 1511.56 52.177 24 299.41 27.81 1197.64 43.065 25 276.4 28.97 1105.6 38.164 26 201.74 27.95 806.96 28.872 27 309.9 27.75 1239.6 44.670 28 389.51 27.64 1558.04 56.369 29 283.47 28.75 1133.88 39.439 30 376.46 31.09 1514.6 48.717 31 411.1 28.88 1019.92 35.316 32 398.27 26.78 1162.88 43.423 33 201.74 27.11 839.32 30.960 34 309.9 29.19 1556.04 53.307 35 389.51 28.97 1098.6 37.922 36 327.56 27.87 1471.6 52.802 37 378.47 28.09 1504.36 53.555 38 238.97 29.85 1505.84 50.447 39 267.75 25.67 1644.4 64.059 Volume (Q) (smp/15 mnt) Space Mean Speed (Vs) (km/jam) Rate of Flow (smp/jam) Kepadatan (D) (smp/km)

description

Rekayasa Lalu Lintas

Transcript of Perhitungan Hubungan Volume Kecepatan Kepadatan

Page 1: Perhitungan Hubungan Volume Kecepatan Kepadatan

Tabel 1. Perhitungan kepadatan (D)

No.

(1) (2) (3) (4) = (2)/0.25 (5) = (4)/(3)1 311.9 28.03 1105.92 38.1482 288.9 27.89 1027.92 37.1493 333.4 27.54 1163.04 40.7234 332.1 28.61 1107.32 37.2215 321.4 29.19 1025.92 35.3646 231.65 26.98 1364.84 43.886

7 219.81 26.54 1111.92 41.864

8 315.22 28.74 1504.72 52.0129 256.73 28.45 1551.64 55.436

10 243.15 29.59 1105.6 39.770

11 342.17 28.88 1034.16 38.18912 256.58 26.78 1124.16 39.51413 241.89 27.11 1407.72 54.75414 245.72 29.19 1238.44 38.689

15 289.14 28.97 1930.96 50.841

16 377.56 27.87 1396.28 48.331

17 245.66 28.09 1431.24 53.90718 265.73 29.85 1907.56 72.06519 311.68 25.67 1853.12 67.534

20 315.92 27.68 1593.88 56.742

21 257.51 27.84 1193.8 42.88122 325.66 27.81 1640.44 58.98723 377.89 28.97 1511.56 52.17724 299.41 27.81 1197.64 43.06525 276.4 28.97 1105.6 38.16426 201.74 27.95 806.96 28.87227 309.9 27.75 1239.6 44.67028 389.51 27.64 1558.04 56.369

29 283.47 28.75 1133.88 39.439

30 376.46 31.09 1514.6 48.717

31 411.1 28.88 1019.92 35.31632 398.27 26.78 1162.88 43.42333 201.74 27.11 839.32 30.96034 309.9 29.19 1556.04 53.30735 389.51 28.97 1098.6 37.92236 327.56 27.87 1471.6 52.80237 378.47 28.09 1504.36 53.55538 238.97 29.85 1505.84 50.44739 267.75 25.67 1644.4 64.059

Volume (Q) (smp/15 mnt)

Space Mean Speed (Vs) (km/jam)

Rate of Flow (smp/jam)

Kepadatan (D)

(smp/km)

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40 327.56 26.55 1593.08 57.55341 299.41 27.87 1507.68 54.15542 276.4 28.45 1105.92 39.767

43 201.74 25.71 1027.92 35.482

44 258.54 27.44 1163.04 41.82145 281.04 28.09 1107.32 38.22346 351.93 28.74 1025.92 36.70647 299.41 28.45 1364.84 49.18348 276.4 29.59 1111.92 40.22949 201.74 26.47 1071.96 37.28650 411.27 27.44 1418.2 45.61651 534.57 27.99 1505.84 53.60852 298.5 27.8 1644.4 54.83253 349.07 27.08 1593.08 55.411

54 357.81 27.67 806.96 31.670

55 476.89 28.56 1239.6 44.92956 378.47 27.89 1558.04 56.14657 238.97 27.54 1310.24 47.40458 309.61 28.61 1513.88 52.65759 482.74 27.81 955.88 35.42960 378.65 28.97 1071 40.35461 254.98 28.45 1310.24 45.58962 290.72 25.71 1197.64 42.09663 209.83 32.01 1105.6 37.36464 389.01 37.98 806.96 27.93265 274.65 28.89 1034.16 38.95166 367.9 26.55 1124.16 40.33667 376.09 26.47 1407.72 50.11568 376.46 27.44 1197.64 40.12269 411.1 28.09 1105.6 43.07070 398.27 28.56 806.96 28.25571 376.92 29.75 1645.08 55.29772 276.48 25.71 2138.28 83.16973 256.98 32.01 1194 37.30174 290.76 37.98 1396.28 36.76475 276.83 27.89 1431.24 51.31776 256.48 27.54 1907.56 69.26577 341.21 28.61 1513.88 52.91478 277.98 29.19 955.88 32.74779 267.99 28.89 1238.44 42.86780 354.55 27.68 1930.96 72.72981 349.07 27.84 1396.28 50.10082 378.47 27.81 1513.88 53.21283 238.97 28.97 955.88 37.17984 411.27 27.81 1645.08 59.95285 482.74 28.97 1930.96 68.742

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86 349.07 27.95 1396.28 48.58387 357.81 27.75 1431.24 50.30788 274.65 27.64 1098.6 37.12789 367.9 28.75 1471.6 55.59590 376.09 28.99 1504.36 54.82491 283.47 27.67 1133.88 40.51092 378.65 28.56 1514.6 54.48293 327.56 29.75 1310.24 48.38494 378.47 29.01 1513.88 54.71295 238.97 31.1 955.88 33.46996 351.93 26.56 1407.72 50.47497 309.61 28.93 1238.44 44.96998 351.93 27.99 1407.72 49.20499 299.41 27.8 1197.64 43.065

100 276.4 27.08 1105.6 38.164101 411.27 31.09 1247.6 43.852102 534.57 28.09 1155.6 44.947103 298.5 29.99 1333.6 41.662104 349.07 28.75 1328.4 34.976105 357.81 25.48 1285.6 44.500106 476.89 27.59 926.6 34.900107 378.47 27.75 879.24 33.216108 238.97 27.64 1260.88 45.950109 309.61 28.75 1026.92 36.558110 482.74 26.98 972.6 34.055111 378.65 26.54 1368.68 46.006112 254.98 28.74 1026.32 39.919113 290.72 28.45 967.56 30.227114 209.83 29.59 982.88 25.879115 389.01 28.89 1156.56 41.469116 274.65 26.55 1510.24 54.838117 367.9 27.87 982.64 34.346118 376.09 28.09 1062.92 36.414119 376.46 29.85 1246.72 43.154120 411.1 25.67 1263.68 45.653121 398.27 28.99 1030.04 36.999122 376.92 27.67 1302.64 46.841123 276.48 28.56 1511.56 52.177124 256.98 29.75 1197.64 43.065125 290.76 29.01 1105.6 38.164126 276.83 31.1 806.96 28.872127 256.48 26.56 1239.6 44.670128 341.21 28.93 1558.04 56.369129 277.98 27.99 1133.88 39.439130 376.18 27.8 1505.84 51.943131 387.91 27.08 1644.4 59.429

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132 276.4 28.45 1593.08 55.780133 258.54 25.71 806.96 27.125134 281.04 32.01 1239.6 42.730135 351.93 37.98 1558.04 50.098136 309.61 28.89 1310.24 49.331137 482.74 26.55 1513.88 52.329138 349.07 26.47 955.88 34.151139 357.81 27.44 1071 38.525140 476.89 28.09 1310.24 48.384141 463.28 25.67 1197.64 38.522142 398.47 28.99 1105.6 39.359143 298.45 27.67 806.96 26.908144 410.11 28.56 1034.16 35.971145 376.18 29.75 1124.16 44.119146 387.91 29.01 1407.72 51.023147 276.4 31.1 1197.64 43.158148 258.54 26.56 1105.6 40.000149 281.04 28.93 806.96 28.068150 351.93 27.99 1645.08 60.974

Page 5: Perhitungan Hubungan Volume Kecepatan Kepadatan

Tabel 2. Data regresi untuk model greenshield

No.

(1) (2) (3) (2)^2 (3)^2 (2)*(3)1 28.03 38.148 785.681 1455.295 1069.29762 27.89 37.149 777.852 1380.067 1036.09283 27.54 40.723 758.452 1658.337 1121.50294 28.61 37.221 818.532 1385.391 1064.88825 29.19 35.364 852.056 1250.638 1032.28566 26.98 43.886 727.920 1925.940 1184.03167 26.54 41.864 704.372 1752.633 1111.08278 28.74 52.012 825.988 2705.294 1494.8376

9 28.45 55.436 809.402 3073.096 1577.1403

10 29.59 39.770 875.568 1581.636 1176.787911 28.88 38.189 834.054 1458.405 1102.9003

12 26.78 39.514 717.168 1561.319 1058.1724

13 27.11 54.754 734.952 2997.978 1484.375314 29.19 38.689 852.056 1496.851 1129.336615 28.97 50.841 839.261 2584.858 1472.878116 27.87 48.331 776.737 2335.877 1346.9825

17 28.09 53.907 789.048 2906.002 1514.2573

18 29.85 72.065 891.023 5193.361 2151.1396

19 25.67 67.534 658.949 4560.777 1733.585720 27.68 56.742 766.182 3219.643 1570.615821 27.84 42.881 775.066 1838.758 1193.8

22 27.81 58.987 773.396 3479.515 1640.44

23 28.97 52.177 839.261 2722.412 1511.5624 27.81 43.065 773.396 1854.602 1197.6425 28.97 38.164 839.261 1456.462 1105.626 27.95 28.872 781.203 833.567 806.9627 27.75 44.670 770.063 1995.433 1239.628 27.64 56.369 763.970 3177.468 1558.0429 28.75 39.439 826.563 1555.459 1133.8830 31.09 48.717 966.588 2373.310 1514.6

31 28.88 35.316 834.054 1247.205 1019.92

32 26.78 43.423 717.168 1885.596 1162.88

33 27.11 30.960 734.952 958.509 839.3234 29.19 53.307 852.056 2841.668 1556.0435 28.97 37.922 839.261 1438.077 1098.636 27.87 52.802 776.737 2788.083 1471.637 28.09 53.555 789.048 2868.138 1504.3638 29.85 50.447 891.023 2544.890 1505.8439 25.67 64.059 658.949 4103.583 1644.440 26.55 57.553 704.903 3312.402 1528.044641 27.87 54.155 776.737 2932.783 1509.3047

y1 (Vs) x1 (D) y12 x1

2 x1*y1

Page 6: Perhitungan Hubungan Volume Kecepatan Kepadatan

42 28.45 39.767 809.402 1581.414 1131.370943 25.71 35.482 661.004 1258.988 912.2479544 27.44 41.821 752.954 1748.990 1147.5663

45 28.09 38.223 789.048 1460.997 1073.6838

46 28.74 36.706 825.988 1347.297 1054.917447 28.45 49.183 809.402 2419.009 1399.268448 29.59 40.229 875.568 1618.345 1190.365949 26.47 37.286 700.661 1390.213 986.9489150 27.44 45.616 752.954 2080.815 1251.701851 27.99 53.608 783.440 2873.784 1500.479252 27.8 54.832 772.840 3006.506 1524.318853 27.08 55.411 733.326 3070.432 1500.542854 27.67 31.670 765.629 1003.010 876.3180255 28.56 44.929 815.674 2018.644 1283.1814

56 27.89 56.146 777.852 3152.327 1565.9004

57 27.54 47.404 758.452 2247.117 1305.499658 28.61 52.657 818.532 2772.728 1506.508159 27.81 35.429 773.396 1255.229 985.2862460 28.97 40.354 839.261 1628.460 1169.060761 28.45 45.589 809.402 2078.395 1297.019162 25.71 42.096 661.004 1772.099 1082.296163 32.01 37.364 1024.640 1396.067 1196.020864 37.98 27.932 1442.480 780.205 1060.863365 28.89 38.951 834.632 1517.213 1125.306366 26.55 40.336 704.903 1626.980 1070.916767 26.47 50.115 700.661 2511.476 1326.534368 27.44 40.122 752.954 1609.770 1100.946169 28.09 43.070 789.048 1855.002 1209.828770 28.56 28.255 815.674 798.339 806.9671 29.75 55.297 885.063 3057.737 1645.0872 25.71 83.169 661.004 6917.115 2138.2873 32.01 37.301 1024.640 1391.353 119474 37.98 36.764 1442.480 1351.559 1396.2875 27.89 51.317 777.852 2633.467 1431.2476 27.54 69.265 758.452 4797.650 1907.5677 28.61 52.914 818.532 2799.930 1513.8878 29.19 32.747 852.056 1072.355 955.8879 28.89 42.867 834.632 1837.616 1238.4480 27.68 72.729 766.182 5289.535 2013.14481 27.84 50.100 775.066 2509.985 1394.77782 27.81 53.212 773.396 2831.512 1479.824483 28.97 37.179 839.261 1382.301 1077.084584 27.81 59.952 773.396 3594.230 1667.262285 28.97 68.742 839.261 4725.449 1991.452986 27.95 48.583 781.203 2360.323 1357.899387 27.75 50.307 770.063 2530.815 1396.025

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88 27.64 37.127 763.970 1378.444 1026.201689 28.75 55.595 826.563 3090.805 1598.356690 28.99 54.824 840.420 3005.629 1589.336691 27.67 40.510 765.629 1641.075 1120.916792 28.56 54.482 815.674 2968.290 1556.006393 29.75 48.384 885.063 2341.016 1439.425494 29.01 54.712 841.580 2993.399 1587.19495 31.1 33.469 967.210 1120.187 1040.891796 26.56 50.474 705.434 2547.625 1340.589697 28.93 44.969 836.945 2022.191 1300.946698 27.99 49.204 783.440 2421.011 1377.213799 27.8 43.065 772.840 1854.602 1197.2093

100 27.08 38.164 733.326 1456.462 1033.4708101 31.09 43.852 966.588 1923.031 1363.3703102 28.09 44.947 789.048 2020.277 1262.575103 29.99 41.662 899.400 1735.721 1249.4428104 28.75 34.976 826.563 1223.342 1005.5687105 25.48 44.500 649.230 1980.235 1133.8556106 27.59 34.900 761.208 1218.023 962.8962107 27.75 33.216 770.063 1103.334 921.75708108 27.64 45.950 763.970 2111.443 1270.0701109 28.75 36.558 826.563 1336.502 1051.0484110 26.98 34.055 727.920 1159.717 918.7937111 26.54 46.006 704.372 2116.557 1221.0006112 28.74 39.919 825.988 1593.534 1147.2749113 28.45 30.227 809.402 913.660 859.95258114 29.59 25.879 875.568 669.717 765.75617115 28.89 41.469 834.632 1719.647 1198.0286116 26.55 54.838 704.903 3007.212 1455.9503117 27.87 34.346 776.737 1179.650 957.22394118 28.09 36.414 789.048 1325.968 1022.8648119 29.85 43.154 891.023 1862.271 1288.1479120 25.67 45.653 658.949 2084.213 1171.9171121 28.99 36.999 840.420 1368.894 1072.5883122 27.67 46.841 765.629 2194.052 1296.0823123 28.56 52.177 815.674 2722.412 1490.1675124 29.75 43.065 885.063 1854.602 1281.1863125 29.01 38.164 841.580 1456.462 1107.1265126 31.1 28.872 967.210 833.567 897.9054127 26.56 44.670 705.434 1995.433 1186.4424128 28.93 56.369 836.945 3177.468 1630.756129 27.99 39.439 783.440 1555.459 1103.9061130 27.8 51.943 772.840 2698.120 1444.0273131 27.08 59.429 733.326 3531.804 1609.3369132 28.45 55.780 809.402 3111.421 1586.9442133 25.71 27.125 661.004 735.750 697.37619

Page 8: Perhitungan Hubungan Volume Kecepatan Kepadatan

134 32.01 42.730 1024.640 1825.861 1367.7903135 37.98 50.098 1442.480 2509.784 1902.7125136 28.89 49.331 834.632 2433.580 1425.182137 26.55 52.329 704.903 2738.332 1389.3368138 26.47 34.151 700.661 1166.275 903.97083139 27.44 38.525 752.954 1484.189 1057.1309140 28.09 48.384 789.048 2341.016 1359.1079141 25.67 38.522 658.949 1483.922 988.85233142 28.99 39.359 840.420 1549.147 1141.0233143 27.67 26.908 765.629 724.021 744.53428144 28.56 35.971 815.674 1293.897 1027.3256145 29.75 44.119 885.063 1946.513 1312.5495146 29.01 51.023 841.580 2603.330 1480.1724147 31.1 43.158 967.210 1862.630 1342.22148 26.56 40.000 705.434 1600.000 1062.4149 28.93 28.068 836.945 787.822 812.01227150 27.99 60.974 783.440 3717.835 1706.6638Σ 4257.3 6764.031 121359.118 320082.48 191476.67

Page 9: Perhitungan Hubungan Volume Kecepatan Kepadatan

b = 150 × 191476.67 - 6764.031 × 4257.3150 × 320082.48 - 121359.118

= 28721500.6746 - 2879651148012372.1771 - 121359.12

= -75009.9134847891013.0595

= -0.0015662628

= 4257.3

150= 28.382

= 6764.031

150= 45.0935422107

a = 28.382 - -0.001566 × 45.09354= 28.382 - -0.070628= 28.4526283389

maka,

= 28.4526283389 km/jam

= -

b= - 28.452628

-0.001566= 18165.9347696 smp/km

Jadi persamaan regresinya,

y1

x1

Vf

Dj Vf

Page 10: Perhitungan Hubungan Volume Kecepatan Kepadatan

r = 150 × 191476.67 - 6764.031 × 4257.3288454.58718 - 1923.0306 × 144988.2 - 966.5881

= 28721500.6746 - 28796511286531.556599 × 144021.63

= -75009.9134841266740940

= -1.817684E-06

= 3.3039768E-12

Koefisien Determinasi (r2)

r2

Page 11: Perhitungan Hubungan Volume Kecepatan Kepadatan

Hubungan Kecepatan dan Kepadatan

Hubungan Volume dan Kecepatan

Hubungan Volume dan Kepadatan

No. D Vs Q

1 38.148 28.39288 1083.141 1083.1412 37.149 28.39444 1054.833 1054.833

3 40.723 28.38885 1156.07 1156.07 = 516868.6

4 37.221 28.39433 1056.861 1056.861 45 35.364 28.39724 1004.25 1004.25 = 129217.1 smp/jam6 43.886 28.38389 1245.642 1245.6427 41.864 28.38706 1188.409 1188.409

8 52.012 28.37116 1475.654 1475.654 = 28.45263

9 55.436 28.3658 1572.473 1572.473 2

10 39.770 28.39034 1129.078 1129.078 = 14.22631 km/jam11 38.189 28.39281 1084.295 1084.29512 39.514 28.39074 1121.818 1121.818

13 54.754 28.36687 1553.194 1553.194

14 38.689 28.39203 1098.464 1098.46415 50.841 28.373 1442.526 1442.52616 48.331 28.37693 1371.483 1371.48317 53.907 28.3682 1529.254 1529.25418 72.065 28.33976 2042.304 2042.30419 67.534 28.34685 1914.363 1914.36320 56.742 28.36376 1609.413 1609.41321 42.881 28.38547 1217.19 1217.19

22 58.987 28.36024 1672.897 1672.897

23 52.177 28.37091 1480.301 1480.301

24 43.065 28.38518 1222.41 1222.4125 38.164 28.39285 1083.574 1083.57426 28.872 28.40741 820.1661 820.166127 44.670 28.38266 1267.861 1267.86128 56.369 28.36434 1598.87 1598.8729 39.439 28.39086 1119.716 1119.71630 48.717 28.37633 1382.399 1382.39931 35.316 28.39731 1002.874 1002.87432 43.423 28.38462 1232.558 1232.558

Q2

Qmax

Vm

600 800 1000 1200 1400 1600 1800 2000 2200 2400 260028.2628.28

28.328.3228.3428.3628.38

28.428.42

Hubungan Kecepatan & Volume LL

Hubungan Kecepatan & Volume LL

Volume (smp/jam)

Kece

pata

n (k

m/j

am)

20 30 40 50 60 70 80 9028.2628.28

28.328.3228.3428.3628.38

28.428.42

Hubungan Kecepatan & Kepadatan LL

Hubungan Kecepatan & Kepadatan LL

Kepadatan (smp/km)

Kece

pata

n (k

m/j

am)

20 30 40 50 60 70 80 900

500

1000

1500

2000

2500

Hubungan Volume & Kepadatan LL

Hubungan Volume & Kepadatan LL

Kepadatan (smp/km)

Volu

me

(sm

p/ja

m)

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33 30.960 28.40414 879.3862 879.386234 53.307 28.36914 1512.282 1512.28235 37.922 28.39323 1076.728 1076.728

36 52.802 28.36993 1497.997 1497.997

37 53.555 28.36875 1519.288 1519.28838 50.447 28.37362 1431.361 1431.36139 64.059 28.35229 1816.226 1816.22640 57.553 28.36248 1632.359 1632.35941 54.155 28.36781 1536.263 1536.26342 39.767 28.39034 1128.998 1128.99843 35.482 28.39705 1007.591 1007.59144 41.821 28.38713 1187.176 1187.17645 38.223 28.39276 1085.256 1085.25646 36.706 28.39514 1042.259 1042.259

47 49.183 28.37559 1395.609 1395.609

48 40.229 28.38962 1142.076 1142.07649 37.286 28.39423 1058.695 1058.69550 45.616 28.38118 1294.635 1294.63551 53.608 28.36866 1520.779 1520.77952 54.832 28.36675 1555.394 1555.39453 55.411 28.36584 1571.793 1571.79354 31.670 28.40302 899.5331 899.533155 44.929 28.38226 1275.196 1275.19656 56.146 28.36469 1592.552 1592.55257 47.404 28.37838 1345.242 1345.24258 52.657 28.37015 1493.879 1493.87959 35.429 28.39714 1006.088 1006.08860 40.354 28.38942 1145.632 1145.63261 45.589 28.38122 1293.884 1293.88462 42.096 28.38669 1194.975 1194.97563 37.364 28.39411 1060.917 1060.91764 27.932 28.40888 793.5213 793.521365 38.951 28.39162 1105.894 1105.89466 40.336 28.38945 1145.113 1145.11367 50.115 28.37414 1421.959 1421.95968 40.122 28.38979 1139.053 1139.05369 43.070 28.38517 1222.542 1222.54270 28.255 28.40837 802.6758 802.675871 55.297 28.36602 1568.55 1568.5572 83.169 28.32236 2355.548 2355.54873 37.301 28.39421 1059.128 1059.12874 36.764 28.39505 1043.903 1043.90375 51.317 28.37225 1455.988 1455.98876 69.265 28.34414 1963.259 1963.25977 52.914 28.36975 1501.167 1501.16778 32.747 28.40134 930.0538 930.0538

Page 13: Perhitungan Hubungan Volume Kecepatan Kepadatan

79 42.867 28.38549 1216.813 1216.81380 72.729 28.33872 2061.052 2061.05281 50.100 28.37416 1421.538 1421.53882 53.212 28.36928 1509.585 1509.58583 37.179 28.3944 1055.684 1055.68484 59.952 28.35873 1700.159 1700.15985 68.742 28.34496 1948.486 1948.48686 48.583 28.37653 1378.622 1378.62287 50.307 28.37383 1427.408 1427.40888 37.127 28.39448 1054.213 1054.21389 55.595 28.36555 1576.983 1576.98390 54.824 28.36676 1555.168 1555.16891 40.510 28.38918 1150.051 1150.05192 54.482 28.3673 1545.507 1545.50793 48.384 28.37685 1372.987 1372.98794 54.712 28.36694 1552.011 1552.01195 33.469 28.40021 950.5319 950.531996 50.474 28.37357 1432.128 1432.12897 44.969 28.3822 1276.312 1276.31298 49.204 28.37556 1396.185 1396.18599 43.065 28.38518 1222.41 1222.41

100 38.164 28.39285 1083.574 1083.574101 43.852 28.38394 1244.703 1244.703102 44.947 28.38223 1275.71 1275.71103 41.662 28.38737 1182.674 1182.674104 34.976 28.39785 993.2517 993.2517105 44.500 28.38293 1263.035 1263.035106 34.900 28.39797 991.0943 991.0943107 33.216 28.4006 943.3678 943.3678108 45.950 28.38066 1304.104 1304.104109 36.558 28.39537 1038.084 1038.084110 34.055 28.39929 967.1271 967.1271111 46.006 28.38057 1305.678 1305.678112 39.919 28.3901 1133.307 1133.307113 30.227 28.40529 858.601 858.601114 25.879 28.4121 735.2733 735.2733115 41.469 28.38768 1177.198 1177.198116 54.838 28.36674 1555.577 1555.577117 34.346 28.39883 975.3873 975.3873118 36.414 28.39559 1033.993 1033.993119 43.154 28.38504 1224.929 1224.929120 45.653 28.38112 1295.689 1295.689121 36.999 28.39468 1050.562 1050.562122 46.841 28.37926 1329.305 1329.305123 52.177 28.37091 1480.301 1480.301124 43.065 28.38518 1222.41 1222.41

Page 14: Perhitungan Hubungan Volume Kecepatan Kepadatan

125 38.164 28.39285 1083.574 1083.574126 28.872 28.40741 820.1661 820.1661127 44.670 28.38266 1267.861 1267.861128 56.369 28.36434 1598.87 1598.87129 39.439 28.39086 1119.716 1119.716130 51.943 28.37127 1473.701 1473.701131 59.429 28.35955 1685.379 1685.379132 55.780 28.36526 1582.217 1582.217133 27.125 28.41014 770.6168 770.6168134 42.730 28.3857 1212.924 1212.924135 50.098 28.37416 1421.482 1421.482136 49.331 28.37536 1399.794 1399.794137 52.329 28.37067 1484.611 1484.611138 34.151 28.39914 969.8524 969.8524139 38.525 28.39229 1093.818 1093.818140 48.384 28.37685 1372.987 1372.987141 38.522 28.39229 1093.72 1093.72142 39.359 28.39098 1117.446 1117.446143 26.908 28.41048 764.459 764.459144 35.971 28.39629 1021.437 1021.437145 44.119 28.38353 1252.262 1252.262146 51.023 28.37271 1447.656 1447.656147 43.158 28.38503 1225.047 1225.047148 40.000 28.38998 1135.599 1135.599149 28.068 28.40867 797.3794 797.3794150 60.974 28.35713 1729.049 1729.049

Page 15: Perhitungan Hubungan Volume Kecepatan Kepadatan

600 800 1000 1200 1400 1600 1800 2000 2200 2400 260028.2628.28

28.328.3228.3428.3628.38

28.428.42

Hubungan Kecepatan & Volume LL

Hubungan Kecepatan & Volume LL

Volume (smp/jam)

Kece

pata

n (k

m/j

am)

20 30 40 50 60 70 80 9028.2628.28

28.328.3228.3428.3628.38

28.428.42

Hubungan Kecepatan & Kepadatan LL

Hubungan Kecepatan & Kepadatan LL

Kepadatan (smp/km)

Kece

pata

n (k

m/j

am)

20 30 40 50 60 70 80 900

500

1000

1500

2000

2500

Hubungan Volume & Kepadatan LL

Hubungan Volume & Kepadatan LL

Kepadatan (smp/km)

Volu

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(sm

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m)