Perhitungan Volume Pekerjaan Dinding Penahan

commit to user A A H H5+0,3 25 cm H6+0,3

5.6. Perhitungan Volume Pekerjaan Dinding Penahan

Gambar 5.10 Sket Volume Pasangan Batu pada Dinding Penahan 5.6.1 Galian Pondasi Ruas Kiri : STA 1+100 sd STA 1+150 ƒ STA 1+100 H = 0,256 m m H 351 , 3 , 5 256 , 3 , 5 1 H = + ⎟ ⎠ ⎞ ⎜ ⎝ ⎛ = + ⎟ ⎠ ⎞ ⎜ ⎝ ⎛ = m H 343 , 3 , 6 256 , 3 , 6 1 H = + ⎟ ⎠ ⎞ ⎜ ⎝ ⎛ = + ⎟ ⎠ ⎞ ⎜ ⎝ ⎛ = Luas galian pondasi = 0,351x 0,343 = 0,120 m 2 commit to user ƒ STA 1+150 H = 0,148 m m H 330 , 3 , 5 148 , 3 , 5 H = + ⎟ ⎠ ⎞ ⎜ ⎝ ⎛ = + ⎟ ⎠ ⎞ ⎜ ⎝ ⎛ = m H 325 , 3 , 6 148 , 3 , 6 H = + ⎟ ⎠ ⎞ ⎜ ⎝ ⎛ = + ⎟ ⎠ ⎞ ⎜ ⎝ ⎛ = Luas galian pondasi = 0,330 x 0,325 = 0,107 m 2 m 5,675 50 2 0,107 0,120 3 = × ⎟ ⎠ ⎞ ⎜ ⎝ ⎛ + = Volume Perhitungan selanjutnya terlampir pada tabel 5.2 di bawah ini : Tabel 5.2. Perhitungan Volume Galian Pondasi pada Dinding Penahan STA Jarak KIRI KANAN H H5+0.3 H6+0.3 Luas Volume H H5+0.3 H6+0.3 Luas Volume 0+150 - - - - 1.075 0.515 0.479 0.247 50 - 18.387 0+200 2.996 0.899 0.799 0.719 2.182 0.736 0.664 0.489 50 46.367 33.265 0+250 4.189 1.138 0.998 1.136 3.378 0.976 0.863 0.842 9.455 9.789 7.337 0+259,455 3.648 1.030 0.908 0.935 2.968 0.894 0.795 0.710 16.146 11.592 9.796 0+275,601 2.230 0.746 0.672 0.501 2.239 0.748 0.673 0.503 16.146 5.990 6.252 0+291,747 1.042 0.508 0.474 0.241 1.206 0.541 0.501 0.271 56.108 10.346 12.672 0+347,855 0.315 0.363 0.352 0.128 0.683 0.437 0.414 0.181 56.108 - 11.026 Bersambung ke halaman berikutnya commit to user Sambungan Tabel 5.2. Perhitungan Volume Galian Pondasi pada Dinding Penahan 0+403,963 - - - - 0.879 0.476 0.446 0.212 - - - 0+913,617 - - - - 0.544 0.409 0.391 0.160 8.4 - 1.805 0+922,017 0.241 0.348 0.340 0.118 1.201 0.540 0.500 0.270 26.628 4.892 12.510 0+948,645 1.087 0.517 0.481 0.249 2.834 0.867 0.772 0.669 64.495 40.853 76.534 1+013,140 3.878 1.076 0.946 1.018 5.501 1.400 1.217 1.704 26.628 26.505 38.087 1+039,768 3.754 1.051 0.926 0.973 4.243 1.149 1.007 1.157 8.4 7.612 8.846 1+048,168 3.371 0.974 0.862 0.840 3.689 1.038 0.915 0.949 8.4 6.792 7.443 1+056,568 3.182 0.936 0.830 0.778 3.321 0.964 0.853 0.823 43.432 19.497 21.841 1+100 0.256 0.351 0.343 0.120 0.697 0.439 0.416 0.183 50 5.675 - 1+150 0.148 0.330 0.325 0.107 - - - - 50 5.271 - 1+200 0.122 0.324 0.320 0.104 - - - - 50 5.368 - 1+250 0.180 0.336 0.330 0.111 - - - - 50 8.746 - 1+300 1.032 0.506 0.472 0.239 0.918 0.484 0.453 0.219 50 18.404 16.051 1+350 2.215 0.743 0.669 0.497 1.916 0.683 0.619 0.423 50 17.060 13.343 1+400 0.712 0.442 0.419 0.185 0.178 0.336 0.330 0.111 - - - 1+668,065 0.901 0.480 0.450 0.216 1.352 0.570 0.525 0.300 88.483 30.026 34.860 1+756,548 2.078 0.716 0.646 0.463 2.180 0.736 0.663 0.488 24.192 10.176 11.693 1+780,740 1.724 0.645 0.587 0.379 2.141 0.728 0.657 0.478 8.4 3.105 4.063 1+789,140 1.643 0.629 0.574 0.361 2.184 0.737 0.664 0.489 8.4 2.901 4.300 1+797,540 1.500 0.600 0.550 0.330 2.358 0.772 0.693 0.535 2.46 0.738 1.235 1+800 1.198 0.540 0.500 0.270 2.107 0.721 0.651 0.470 Bersambung ke halaman berikutnya commit to user Sambungan Tabel 5.2. Perhitungan Volume Galian Pondasi pada Dinding Penahan 50 12.886 22.002 1+850 1.070 0.514 0.478 0.246 1.862 0.672 0.610 0.410 50 - 14.128 1+900 - - - - 0.509 0.402 0.385 0.155 50 - 6.988 1+950 - - - - 0.291 0.358 0.348 0.125 50 - 7.783 2+000 - - - - 0.720 0.444 0.420 0.186 50 - 26.064 2+050 3.057 0.911 0.810 0.738 3.420 0.984 0.870 0.856 50 22.195 29.632 2+100 0.477 0.395 0.379 0.150 1.496 0.599 0.549 0.329 15.992 3.122 5.700 2+115,992 1.040 0.508 0.473 0.240 1.746 0.649 0.591 0.384 8.4 2.239 3.570 2+124,392 1.318 0.564 0.520 0.293 2.093 0.719 0.649 0.466 8.4 2.799 4.364 2+132,792 1.702 0.640 0.584 0.374 2.498 0.800 0.716 0.573 24.192 9.059 14.544 2+156,984 1.708 0.642 0.585 0.375 2.699 0.840 0.750 0.630 85.889 44.390 70.180 2+242,873 2.797 0.859 0.766 0.658 3.842 1.068 0.940 1.005 24.192 14.134 18.016 2+267,065 2.264 0.753 0.677 0.510 2.167 0.733 0.661 0.485 8.4 3.401 3.127 2+275,465 1.352 0.570 0.525 0.300 1.145 0.529 0.491 0.260 8.4 2.048 1.091 2+283,865 0.730 0.446 0.422 0.188 - - - - - - 2+643,731 1.128 0.526 0.488 0.257 0.460 0.392 0.377 0.148 29.19 11.765 5.102 2+672,921 2.413 0.783 0.702 0.550 0.816 0.463 0.436 0.202 8.4 4.655 1.718 2+681,321 2.448 0.790 0.708 0.559 0.847 0.469 0.441 0.207 8.4 5.343 1.721 2+689,721 2.978 0.896 0.796 0.713 0.821 0.464 0.437 0.203 10.279 7.775 2.321 2+700 3.250 0.950 0.842 0.800 1.087 0.517 0.481 0.249 50 23.888 15.727 2+750 0.518 0.404 0.386 0.156 1.731 0.646 0.588 0.380 50 14.458 29.970 Bersambung ke halaman berikutnya commit to user Sambungan Tabel 5.2. Perhitungan Volume Galian Pondasi pada Dinding Penahan 2+800 1.913 0.683 0.619 0.422 3.308 0.962 0.851 0.819 50 21.259 39.885 2+850 1.936 0.687 0.623 0.428 3.180 0.936 0.830 0.777 37.138 13.854 24.357 2+887,138 1.443 0.589 0.541 0.318 2.359 0.772 0.693 0.535 8.4 2.435 3.595 2+895,538 1.155 0.531 0.493 0.262 1.457 0.591 0.543 0.321 8.4 1.703 2.229 2+903,938 0.434 0.387 0.372 0.144 0.862 0.472 0.444 0.210 26.628 - 5.537 2+930,566 - - - - 0.842 0.468 0.440 0.206 - - - 3+150 - - - - 2.058 0.712 0.643 0.458 50 - 34.572 3+200 - - - - 3.621 1.024 0.903 0.925 50 - - 3+250 1.475 0.595 0.546 0.325 - - - - 7.6 2.208 - 3+257,600 1.127 0.525 0.488 0.256 - - - - 8.4 1.745 - 3+266,000 0.541 0.408 0.390 0.159 - - - - 98.655 22.032 - 3+364,655 1.290 0.558 0.515 0.287 - - - - 33.474 11.736 - 3+398,129 1.877 0.675 0.613 0.414 - - - - 8.4 3.614 - 3+406,529 2.013 0.703 0.636 0.447 - - - - 8.4 3.904 - 3+414,929 2.160 0.732 0.660 0.483 - - - - 35.071 13.465 - 3+450 1.277 0.555 0.513 0.285 - - - - 50 10.948 - 3+500 0.498 0.400 0.383 0.153 - - - - 50 14.254 - 3+550 1.891 0.678 0.615 0.417 - - - - 50 47.231 - 3+600 4.997 1.299 1.133 1.472 1.993 0.699 0.632 0.442 50 - 17.251 3+950 - - - - 1.084 0.517 0.481 0.248 50 - 10.625 4+000 - - - - 0.656 0.431 0.409 0.177 Bersambung ke halaman berikutnya commit to user Sambungan Tabel 5.2. Perhitungan Volume Galian Pondasi pada Dinding Penahan 50 - 26.689 4+050 2.769 0.854 0.761 0.650 3.522 1.004 0.887 0.891 50 50.231 65.890 4+100 4.737 1.247 1.090 1.359 5.586 1.417 1.231 1.745 50 53.740 70.221 4+150 3.222 0.944 0.837 0.790 4.003 1.101 0.967 1.064 50 38.488 57.569 4+200 3.093 0.919 0.816 0.749 4.447 1.189 1.041 1.238 50 36.855 66.417 4+250 3.016 0.903 0.803 0.725 4.874 1.275 1.112 1.418 50 46.622 103.361 4+300 4.200 1.140 1.000 1.140 7.378 1.776 1.530 2.716 50 - 74.942 4+350 - - - - 1.259 0.552 0.510 0.281 50 - 24.306 4+400 1.544 0.609 0.557 0.339 2.905 0.881 0.784 0.691 50 - 22.760 4+450 - - - - 0.921 0.484 0.454 0.220 Jumlah 878.189 Jumlah 1285.301 Volume total dinding penahan = 878,189 + 1285,301 = 2163,490 m 3 5.6.2 Pasangan Batu untuk Dinding Penahan Ruas Kiri : STA 0+200 sd STA 0+250 ƒ Sta 0+200 Lebar atas = 0,25 m H = 2,996 m m H 899 , 3 , 5 996 , 2 3 , 5 1 H = + ⎟ ⎠ ⎞ ⎜ ⎝ ⎛ = + ⎟ ⎠ ⎞ ⎜ ⎝ ⎛ = commit to user m H 799 , 3 , 6 996 , 2 3 , 6 1 H = + ⎟ ⎠ ⎞ ⎜ ⎝ ⎛ = + ⎟ ⎠ ⎞ ⎜ ⎝ ⎛ = Luas pasangan batu = 799 , 899 , 996 , 2 2 799 , 25 , × + ⎭ ⎬ ⎫ ⎩ ⎨ ⎧ × ⎟ ⎠ ⎞ ⎜ ⎝ ⎛ + = 2,291 m 2 ƒ Sta 0+250 Lebar atas = 0,25 m H = 4,189 m m H 138 , 1 3 , 5 189 , 4 3 , 5 H = + ⎟ ⎠ ⎞ ⎜ ⎝ ⎛ = + ⎟ ⎠ ⎞ ⎜ ⎝ ⎛ = m H 998 , 3 , 6 189 , 4 3 , 6 H = + ⎟ ⎠ ⎞ ⎜ ⎝ ⎛ = + ⎟ ⎠ ⎞ ⎜ ⎝ ⎛ = Luas pasangan batu = 998 , 138 , 1 189 , 4 2 998 , 25 , × + ⎭ ⎬ ⎫ ⎩ ⎨ ⎧ × ⎟ ⎠ ⎞ ⎜ ⎝ ⎛ + = 3,751 m 2 Volume = 50 2 751 , 3 291 , 2 × ⎟ ⎠ ⎞ ⎜ ⎝ ⎛ + = 151,050 m³ Perhitungan selanjutnya terlampir pada tabel 5.3 di bawah ini : commit to user Tabel 5.3 Perhitungan Volume Pasangan Batu pada Dinding Penahan STA Jarak KIRI KANAN H H5+0.3 H6+0.3 Luas Volume H H5+0.3 H6+0.3 Luas Volume 0+150 - - - - 1.075 0.515 0.479 0.639 50 - 53.105 0+200 2.996 0.899 0.799 2.291 2.182 0.736 0.664 1.485 50 151.050 105.176 0+250 4.189 1.138 0.998 3.751 3.378 0.976 0.863 2.722 9.455 32.135 23.551 0+259,455 3.648 1.030 0.908 3.047 2.968 0.894 0.795 2.260 16.146 36.941 30.653 0+275,601 2.230 0.746 0.672 1.529 2.239 0.748 0.673 1.537 16.146 17.333 18.250 0+291,747 1.042 0.508 0.474 0.618 1.206 0.541 0.501 0.724 56.108 23.588 31.729 0+347,855 0.315 0.363 0.352 0.223 0.683 0.437 0.414 0.407 56.108 - 25.965 0+403,963 - - - - 0.879 0.476 0.446 0.518 - - - 0+913,617 - - - - 0.544 0.409 0.391 0.334 8.4 - 4.429 0+922,017 0.241 0.348 0.340 0.190 1.201 0.540 0.500 0.721 26.628 11.129 37.795 0+948,645 1.087 0.517 0.481 0.646 2.834 0.867 0.772 2.118 64.495 128.473 253.358 1+013,140 3.878 1.076 0.946 3.338 5.501 1.400 1.217 5.739 26.628 86.777 127.313 1+039,768 3.754 1.051 0.926 3.180 4.243 1.149 1.007 3.824 8.4 24.754 29.070 1+048,168 3.371 0.974 0.862 2.714 3.689 1.038 0.915 3.098 8.4 21.883 24.162 1+056,568 3.182 0.936 0.830 2.496 3.321 0.964 0.853 2.655 43.432 58.466 66.670 1+100 0.256 0.351 0.343 0.196 0.697 0.439 0.416 0.415 50 8.633 - 1+150 0.148 0.330 0.325 0.149 - - - - 50 7.198 - 1+200 0.122 0.324 0.320 0.139 - - - - 50 7.538 - 1+250 0.180 0.336 0.330 0.163 - - - - 50 19.362 - 1+300 1.032 0.506 0.472 0.612 0.918 0.484 0.453 0.542 Bersambung ke halaman berikutnya commit to user Sambungan Tabel 5.3 Perhitungan Volume Pasangan Batu pada Dinding Penahan 50 53.162 44.930 1+350 2.215 0.743 0.669 1.515 1.916 0.683 0.619 1.256 50 48.460 35.451 1+400 0.712 0.442 0.419 0.423 0.178 0.336 0.330 0.162 - - - 1+668,065 0.901 0.480 0.450 0.531 1.352 0.570 0.525 0.824 88.483 85.184 102.100 1+756,548 2.078 0.716 0.646 1.394 2.180 0.736 0.663 1.484 24.192 30.174 35.481 1+780,740 1.724 0.645 0.587 1.100 2.141 0.728 0.657 1.449 8.4 8.979 12.332 1+789,140 1.643 0.629 0.574 1.037 2.184 0.737 0.664 1.487 8.4 8.264 13.161 1+797,540 1.500 0.600 0.550 0.930 2.358 0.772 0.693 1.647 2.46 2.028 3.771 1+800 1.198 0.540 0.500 0.718 2.107 0.721 0.651 1.419 50 33.851 65.758 1+850 1.070 0.514 0.478 0.636 1.862 0.672 0.610 1.212 50 - 38.198 1+900 - - - - 0.509 0.402 0.385 0.316 50 - 13.207 1+950 - - - - 0.291 0.358 0.348 0.212 50 - 15.990 2+000 - - - - 0.720 0.444 0.420 0.428 50 - 79.975 2+050 3.057 0.911 0.810 2.357 3.420 0.984 0.870 2.771 50 66.434 92.462 2+100 0.477 0.395 0.379 0.300 1.496 0.599 0.549 0.927 15.992 7.329 16.352 2+115,992 1.040 0.508 0.473 0.616 1.746 0.649 0.591 1.118 8.4 5.948 10.604 2+124,392 1.318 0.564 0.520 0.800 2.093 0.719 0.649 1.407 8.4 7.908 13.384 2+132,792 1.702 0.640 0.584 1.083 2.498 0.800 0.716 1.780 24.192 26.264 45.459 2+156,984 1.708 0.642 0.585 1.088 2.699 0.840 0.750 1.979 85.889 136.040 226.306 2+242,873 2.797 0.859 0.766 2.080 3.842 1.068 0.940 3.291 24.192 44.024 57.614 2+267,065 2.264 0.753 0.677 1.560 2.167 0.733 0.661 1.472 8.4 10.013 9.054 Bersambung ke halaman berikutnya commit to user Sambungan Tabel 5.3 Perhitungan Volume Pasangan Batu pada Dinding Penahan 2+275,465 1.352 0.570 0.525 0.824 1.145 0.529 0.491 0.684 8.4 5.280 - 2+283,865 0.730 0.446 0.422 0.433 - - - - - - - 2+643,731 1.128 0.526 0.488 0.673 0.460 0.392 0.377 0.292 29.19 34.609 11.290 2+672,921 2.413 0.783 0.702 1.698 0.816 0.463 0.436 0.482 8.4 14.404 4.122 2+681,321 2.448 0.790 0.708 1.731 0.847 0.469 0.441 0.500 8.4 16.809 4.135 2+689,721 2.978 0.896 0.796 2.271 0.821 0.464 0.437 0.485 10.279 24.900 5.812 2+700 3.250 0.950 0.842 2.574 1.087 0.517 0.481 0.646 50 72.356 43.795 2+750 0.518 0.404 0.386 0.320 1.731 0.646 0.588 1.106 50 39.353 93.645 2+800 1.913 0.683 0.619 1.254 3.308 0.962 0.851 2.640 50 63.156 128.347 2+850 1.936 0.687 0.623 1.273 3.180 0.936 0.830 2.494 37.138 40.133 76.895 2+887,138 1.443 0.589 0.541 0.889 2.359 0.772 0.693 1.647 8.4 6.632 10.693 2+895,538 1.155 0.531 0.493 0.690 1.457 0.591 0.543 0.899 8.4 4.072 5.912 2+903,938 0.434 0.387 0.372 0.279 0.862 0.472 0.444 0.509 26.628 - 13.388 2+930,566 - - - - 0.842 0.468 0.440 0.497 - - - 3+150 - - - - 2.058 0.712 0.643 1.376 50 - 109.751 3+200 - - - - 3.621 1.024 0.903 3.014 50 - - 3+250 1.475 0.595 0.546 0.911 - - - - 7.6 6.016 - 3+257,600 1.127 0.525 0.488 0.672 - - - - 8.4 4.218 - 3+266,000 0.541 0.408 0.390 0.332 - - - - 98.655 54.916 - 3+364,655 1.290 0.558 0.515 0.781 - - - - 33.474 33.546 - 3+398,129 1.877 0.675 0.613 1.223 - - - - Bersambung ke halaman berikutnya commit to user Sambungan Tabel 5.3 Perhitungan Volume Pasangan Batu pada Dinding Penahan 8.4 10.758 - 3+406,529 2.013 0.703 0.636 1.338 - - - - 8.4 11.775 - 3+414,929 2.160 0.732 0.660 1.466 - - - - 35.071 39.238 - 3+450 1.277 0.555 0.513 0.772 - - - - 50 27.067 - 3+500 0.498 0.400 0.383 0.311 - - - - 50 38.638 - 3+550 1.891 0.678 0.615 1.235 - - - - 50 154.057 - 3+600 4.997 1.299 1.133 4.927 1.993 0.699 0.632 1.321 50 - 49.129 3+950 - - - - 1.084 0.517 0.481 0.645 50 - 25.936 4+000 - - - - 0.656 0.431 0.409 0.393 50 - 82.162 4+050 2.769 0.854 0.761 2.050 3.522 1.004 0.887 2.894 50 164.558 219.366 4+100 4.737 1.247 1.090 4.532 5.586 1.417 1.231 5.881 50 176.841 234.524 4+150 3.222 0.944 0.837 2.541 4.003 1.101 0.967 3.500 50 123.458 190.242 4+200 3.093 0.919 0.816 2.397 4.447 1.189 1.041 4.110 50 117.743 221.208 4+250 3.016 0.903 0.803 2.313 4.874 1.275 1.112 4.739 50 151.929 350.513 4+300 4.200 1.140 1.000 3.764 7.378 1.776 1.530 9.282 50 - 251.045 4+350 - - - - 1.259 0.552 0.510 0.760 50 - 73.820 4+400 1.544 0.609 0.557 0.962 2.905 0.881 0.784 2.193 50 - 68.410 4+450 - - - - 0.921 0.484 0.454 0.544 Jumlah 2645.768 Jumlah 4039.827 Volume total pasangan batu dinding penahan = 2645,768 + 4039,827 = 6685,595 m 3 commit to user 5.6.3 Luas Plesteran Gambar 5.11 Detail potongan A – A volume pasangan batu ƒ Ruas kiri Luas = 0,05+0,1+0,25 x Total Jarak = 0,40 x 1901,845 = 760,738 m 2 ƒ Ruas kanan Luas = 0,05+0,1+0,25 x Total Jarak = 0,40 x 2034,581 = 813,832 m 2 Luas total plesteran = 760,738 + 813,832 = 1574,570 m 2 10 cm 25 cm 5 cm Pasangan batu Plesteran commit to user 5.6.4 Luas Siaran Ruas Kiri : STA 0+200 sd STA 0+250 ƒ Sta 0+200 H Sta 0+400 = 2,996 m H – 0,3 = 2,996 – 0,3 = 2,696 m ƒ Sta 0+250 H Sta 0+450 = 4,189 m H – 0,3 = 4,189 – 0,3 m = 3,889 m Luas = 50 2 889 , 3 696 , 2 × ⎟ ⎠ ⎞ ⎜ ⎝ ⎛ + = 164,625 m 2 Perhitungan selanjutnya terlampir pada tabel 5.4 di bawah ini : Tabel 5.4 Perhitungan Luas Siaran pada dinding Penahan STA Jarak KIRI KANAN H H - 0,3 Luas H H - 0,3 Luas 0+150 - - 1.075 0.775 50 - 66.425 0+200 2.996 2.696 2.182 1.882 50 164.640 123.993 0+250 4.189 3.889 3.378 3.078 9.455 34.214 27.162 0+259,455 3.648 3.348 2.968 2.668 16.146 42.610 37.190 0+275,601 2.230 1.930 2.239 1.939 16.146 21.576 22.965 0+291,747 1.042 0.742 1.206 0.906 56.108 21.240 36.145 Bersambung ke halaman berikutnya commit to user Sambungan Tabel 5.4 Perhitungan Luas Siaran pada dinding Penahan 0+347,855 0.315 0.015 0.683 0.383 56.108 - 26.968 0+403,963 - - 0.879 0.579 - - - 0+913,617 - - 0.544 0.244 8.4 - 4.808 0+922,017 0.241 -0.059 1.201 0.901 26.628 9.694 45.734 0+948,645 1.087 0.787 2.834 2.534 64.495 140.757 249.438 1+013,140 3.878 3.578 5.501 5.201 26.628 93.632 121.743 1+039,768 3.754 3.454 4.243 3.943 8.4 27.408 30.793 1+048,168 3.371 3.071 3.689 3.389 8.4 25.003 26.920 1+056,568 3.182 2.882 3.321 3.021 43.432 61.619 74.223 1+100 0.256 -0.045 0.697 0.397 50 -4.925 - 1+150 0.148 -0.153 - - 50 -8.270 - 1+200 0.122 -0.178 - - 50 -7.465 - 1+250 0.180 -0.120 - - 50 15.290 - 1+300 1.032 0.732 0.918 0.618 50 66.168 55.833 1+350 2.215 1.915 1.916 1.616 50 58.178 37.350 1+400 0.712 0.412 0.178 -0.122 - - - 1+668,065 0.901 0.601 1.352 1.052 88.483 105.246 129.729 1+756,548 2.078 1.778 2.180 1.880 24.192 38.735 45.015 1+780,740 1.724 1.424 2.141 1.841 8.4 11.621 15.644 1+789,140 1.643 1.343 2.184 1.884 8.4 10.681 16.556 Bersambung ke halaman berikutnya commit to user Sambungan Tabel 5.4 Perhitungan Luas Siaran pada dinding Penahan 1+797,540 1.500 1.200 2.358 2.058 2.46 2.581 4.754 1+800 1.198 0.898 2.107 1.807 50 41.695 84.220 1+850 1.070 0.770 1.862 1.562 50 - 44.290 1+900 - - 0.509 0.209 50 - 5.008 1+950 - - 0.291 -0.009 50 - 10.275 2+000 - - 0.720 0.420 50 - 88.503 2+050 3.057 2.757 3.420 3.120 50 73.348 107.905 2+100 0.477 0.177 1.496 1.196 15.992 7.329 21.126 2+115,992 1.040 0.740 1.746 1.446 8.4 7.380 13.604 2+124,392 1.318 1.018 2.093 1.793 8.4 10.161 16.763 2+132,792 1.702 1.402 2.498 2.198 24.192 33.992 55.599 2+156,984 1.708 1.408 2.699 2.399 85.889 167.715 255.112 2+242,873 2.797 2.497 3.842 3.542 24.192 53.965 65.422 2+267,065 2.264 1.964 2.167 1.867 8.4 12.670 11.390 2+275,465 1.352 1.052 1.145 0.845 8.4 6.224 - 2+283,865 0.730 0.430 - - - - - 2+643,731 1.128 0.828 0.460 0.160 29.19 42.930 9.865 2+672,921 2.413 2.113 0.816 0.516 8.4 17.895 4.463 2+681,321 2.448 2.148 0.847 0.547 8.4 20.266 4.485 2+689,721 2.978 2.678 0.821 0.521 10.279 28.925 6.721 Bersambung ke halaman berikutnya commit to user Sambungan Tabel 5.4 Perhitungan Luas Siaran pada dinding Penahan 2+700 3.250 2.950 1.087 0.787 50 79.193 55.430 2+750 0.518 0.218 1.731 1.431 50 45.768 110.963 2+800 1.913 1.613 3.308 3.008 50 81.230 147.190 2+850 1.936 1.636 3.180 2.880 37.138 51.607 91.703 2+887,138 1.443 1.143 2.359 2.059 8.4 8.392 13.508 2+895,538 1.155 0.855 1.457 1.157 8.4 4.155 7.223 2+903,938 0.434 0.134 0.862 0.562 26.628 - 14.701 2+930,566 - - 0.842 0.542 - - - 3+150 - - 2.058 1.758 50 - 126.970 3+200 - - 3.621 3.321 50 - - 3+250 1.475 1.175 - - 7.6 7.605 - 3+257,600 1.127 0.827 - - 8.4 4.484 - 3+266,000 0.541 0.241 - - 98.655 60.727 - 3+364,655 1.290 0.990 - - 33.474 42.961 - 3+398,129 1.877 1.577 - - 8.4 13.818 - 3+406,529 2.013 1.713 - - 8.4 15.006 - 3+414,929 2.160 1.860 - - 35.071 49.745 - 3+450 1.277 0.977 - - 50 29.380 - 3+500 0.498 0.198 - - 50 44.715 - 3+550 1.891 1.591 - - 50 157.195 - Bersambung ke halaman berikutnya commit to user Sambungan Tabel 5.4 Perhitungan Luas Siaran pada dinding Penahan 3+600 4.997 4.697 1.993 1.693 50 - 61.928 3+950 - - 1.084 0.784 50 - 28.510 4+000 - - 0.656 0.356 50 - 89.463 4+050 2.769 2.469 3.522 3.222 50 172.648 212.710 4+100 4.737 4.437 5.586 5.286 50 183.980 224.713 4+150 3.222 2.922 4.003 3.703 50 142.870 196.245 4+200 3.093 2.793 4.447 4.147 50 137.735 218.043 4+250 3.016 2.716 4.874 4.574 50 165.398 291.318 4+300 4.200 3.900 7.378 7.078 50 - 200.943 4+350 - - 1.259 0.959 50 - 89.108 4+400 1.544 1.244 2.905 2.605 50 - 80.648 4+450 0.921 0.621 Jumlah 2953.337 Jumlah 4265.451 Luas total siaran = 2953,337 + 4265,451 = 7218,788 m 2 commit to user

5.7. Perhitungan Marka Jalan