Typical Potongan Melintang 41.015 36.573 11.597 RENCANA ANGGARAN BIAYA DAN

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BAB V RENCANA ANGGARAN BIAYA DAN

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5.1 Typical Potongan Melintang

Gambar 5.1 Potongan Melintang Jalan

5.2 Analisa Perhitungan Volume Pekerjaan

5.2.1. Penghitungan Volume Pekerjaan Tanah 1. Pembersihan Semak dan Pengupasan Tanah. Luas = p. Damija x p. Jalan – p. Jembatan Total = 11 m x 3536.54 m – 250 m = 36.151,94 m² 2. Persiapan Badan Jalan m² . Luas = Lebar lapis pondasi bawah x Panjang jalan – p. Jembatan total = 8.0714 m x 3536.54 m – 250 m = 28.294,83 m² RUWASJA RUMIJA RUMAJA commit to user 3. Galian Tanah Biasa m³ Contoh penghitungan : STA 1+071,82 Gambar 5.2 Tipical Cross Section STA 1+071,82 H1 = 679,75 - 678,46 = 1,29 H2 = 679,77 – 678,46 = 1,31 H3 = 679,78 – 678,54 = 1,24 H4 = 679,81 – 678,61 = 1,2 H5 = 679,84 – 678,54 = 1,3 H6 = 679,86 – 678,46 = 1,4 H7 = 679,88 – 678,46 = 1,42 ¤ Perhitungan Luas 2 4128 , ` 1 2 1 1 m xalas H Luas    2 25 , 3 5 , 2 2 2 1 2 m H H Luas           2 55 , 2 2 2 3 2 3 m H H Luas           commit to user 2 27 , 4 5 , 3 2 4 3 4 m H H Luas           2 38 , 4 5 , 3 2 5 4 5 m H H Luas           2 7 , 2 2 2 6 5 6 m H H Luas           2 53 , 3 5 , 2 2 7 6 7 m H H Luas           2 50 , 7 2 1 8 m xalas xH Luas     2 m 21,0928 Galian Total L 4. Timbunan Tanah Biasa m³ Contoh penghitungan : STA 0+050 Gambar 5.3 Tipical Cross Section STA 0+050 H1 = 678,85 – 676,77 = 2,08 H2 = 678,93 – 676,78 = 2,15 H3 = 679 – 676,79 = 2,21 H4 = 678,93 – 676,80 = 2,13 H5 = 678,86 – 676,81 = 2,0 commit to user 1 ¤ Perhitungan Luas 2 08 , 1 1 2 1 1 m xalas xH Luas   2 23 , 4 2 2 2 1 2 m H H Luas           2 63 , 7 5 , 3 2 3 2 3 m H H Luas           2 60 , 7 5 , 3 2 4 3 4 m H H Luas           2 18 , 4 2 2 5 4 5 m H H Luas           2 05 , 1 5 2 1 6 m xalas H Luas      2 m 25,77 Timbunan Ltotal commit to user Untuk hasil penghitungan selanjutnya disajikan dalam Tabel 5.1 Tabel. 5.1 Hasil perhitungan volume galian dan timbunan NO STA JARAK LUAS m2 Volumem3 Galian Timbunan Galian Timbunan 1 0+000 2.8628 50 715.82 2 0+050 25.77 50 1706.89 3 0+100 42.5056 6.5 307.2368 4 0+106,5 52.0288 5 0+156,5 56.6372 43.4 1984.26319 6 0+200 34.8035 50 1629.39 7 0+250 30.3721 10 298.9375 8 0+260 29.4154 20 559.9 9 0+280 26.5746 20 499.566 10 0+300 23.382 20 441.475 11 0+320 20.7655 20 390.823 12 0+340 18.3168 10 175.528 13 0+350 16.7888 50 659.9575 14 0+400 9.6095 10 89.464 15 0+410 8.2833 20 151.359 16 0+430 6.8526 20 142.996 17 0+450 7.447 20 187.572 18 0+470 11.3102 20 328.568 19 0+490 21.5466 10 254.7475 20 0+500 29.4029 50 2097.23 21 0+550 54.4863 commit to user 35.05 2093.99215 22 0+585,05 64.9997 23 0+635,05 67.0964 14.95 941.280405 24 0+650 58.8274 50 2365.395 25 0+700 35.7884 10 297.854 26 0+710 23.7824 20 384.355 27 0+730 14.6531 20 259.668 28 0+750 11.3137 20 335.832 29 0+770 22.2695 20 562.432 30 0+790 33.9737 10 362.3385 31 0+800 38.494 50 2180.62 32 0+850 48.7308 44.72 1896.80998 33 0+894.72 36.0997 5.28 184.193592 34 0+900 33.6706 9.81 310.932855 35 0+909.81 29.7204 15.08 407.806178 36 0+924.89 24.3653 25.11 458.647961 37 0+950 12.1658 33.72 111.81552 205.115388 38 0+983.72 6.632 16.28 110.440264 39 1+000 6.9356 41.65 144.43387 54.82806 40 1+041.65 2.6328 8.35 30.0011325 41 1+050 4.5531 6.74 32.25427 42 1+056.74 5.0179 15.08 159.039712 37.834966 43 1+071.82 21.0928 28.18 894.809403 44 1+100 42.4139 commit to user 50 1945.7975 45 1+150 35.418 50 1223.765 46 1+200 13.5326 10 110.133 47 1+210 8.494 20 84.94 3.309 48 1+230 0.3309 20 45.898 49 1+250 4.2589 20 167.881 50 1+270 12.5292 20 308.364 51 1+290 18.3072 10 190.135 52 1+300 19.7198 50 1092.015 53 1+350 23.9608 27 889.79715 54 1+377 41.9501 55 1+427 46.8568 23 974.76645 56 1+450 37.9055 50 1713.61 57 1+500 30.6389 50 925.81 58 1+550 6.3935 50 355.96 59 1+600 7.8449 50 412.38 60 1+650 8.6503 50 681.33 61 1+700 18.6029 14.99 324.75835 62 1+714.99 24.7271 27.79 845.007751 63 1+742.78 36.0867 7.22 264.440442 64 1+750 37.1655 15 527.1225 65 1+765 33.1175 25 650.64 66 1+790 18.9337 10 169.524 67 1+800 14.9711 commit to user 37.19 425.712071 68 1+837.19 7.9228 12.81 100.238891 69 1+850 7.7273 12.19 102.054071 70 1+862.19 9.0166 22.22 270.382959 71 1+884.41 15.3203 15.59 283.6125 72 1+900 21.0636 12.19 279.619096 73 1+912.19 24.8132 37.81 1140.91297 74 1+950 35.5366 50 2247.795 75 2+000 54.3752 50 2954.2325 76 2+050 63.7941 50 2529.945 77 2+100 37.4037 50 1098.7325 78 2+150 6.5456 50 628.0975 79 2+200 18.5783 13.3 479.88262 80 2+213.3 53.5845 81 2+263.3 67.6308 36.7 1617.51396 82 2+300 20.5171 50 118.12 512.9275 83 2+350 4.7248 10 40.0165 1.656 84 2+360 3.2785 0.3312 20 32.785 21.688 85 2+380 1.8376 20 114.958 86 2+400 9.6582 20 124.602 87 2+420 2.802 20 82.745 28.02 88 2+440 8.2745 10 122.24 89 2+450 16.1735 50 1475.5925 90 2+500 42.8502 commit to user 50 2651.7275 91 2+550 63.2189 25.54 1681.53955 92 2+575.54 68.46 14.15 970.105605 93 2+589.69 68.6574 10.31 703.955459 94 2+600 67.9004 3.84 259.897536 95 2+603.84 67.4629 46.16 2796.41896 96 2+650 53.6991 6.49 339.075566 97 2+656.49 50.7926 43.51 1741.78579 98 2+700 29.2711 9.14 242.969991 99 2+709.14 23.8952 14.15 293.31535 100 2+723.29 17.5628 14.15 225.28781 101 2+737.44 14.28 12.56 171.646216 102 2+750 13.0522 50 1069.67 103 2+800 29.7346 10 157.406 4.2525 104 2+810 1.7466 0.8505 20 114.229 8.505 105 2+830 9.6763 20 96.763 24.15 106 2+850 2.415 20 262.997 107 2+870 23.8847 20 697.727 108 2+890 45.888 10 511.2665 109 2+900 56.3653 14.4 910.34064 110 2+914.4 70.0709 111 2+964.4 62.061 35.6 1924.8297 112 3+000 46.0755 50 1949.305 113 3+050 31.8967 commit to user 50 1089.8825 114 3+100 11.6986 50 616.0125 115 3+150 12.9419 50 856.945 116 3+200 21.3359 50 1060.9675 117 3+250 21.1028 50 1175.36 118 3+300 25.9116 50 945.9375 119 3+350 11.9259 50 151.3325 298.1475 120 3+400 6.0533 50 151.3325 211.9675 121 3+450 8.4787 50 373.7375 122 3+500 6.4708 36.54 67.650156 128.538585 123 3+536.54 3.7028 0.5647 Total Volume Galian = 20542,7818 m 3 Total Volume Timbunan = 64580,1161 m 3 Contoh perhitungan Volume Galian STA 1+100 s.d 1+150 Jarak : 1+100 – 1+150 = 50 m Jarak LuasSTA LuasSTA V      2 150 1 .. 100 1 .. = 50 2 418 , 35 414 , 42   = 1945,798 m 3 Contoh perhitungan Volume Timbunan STA 0+000 s.d 0+050 Jarak : 0+000 – 0+050 = 50 m Jarak LuasSTA LuasSTA V      2 050 .. 000 .. = 50 2 770 , 25 863 , 2   = 815,775 m 3 commit to user

5.2.2. Penghitungan Volume Pekerjaan Drainase

1. Galian Saluran 1.5 m 0.5 m 1 m Gambar 5.4 Sket Volume galian saluran                1 2 5 , 5 , 1 Luas 2 1 m  V = [Luas x Panjang Jalan – Total Pangjang Jembatan] x 2 = [1 x 3536,54 – 250] x 2 = 6573,08 m 2. Pasangan Batu Dengan Mortar I II I 0.2 m 0.2 m 1.5 m 0.3 m 0.2 m 0.8 m 0.5 m Gambar 5. 5 Sket volume pasangan batu commit to user                 2 2 , 2 , 8 , 2 I uas L = 0,32 m 2 2 , 2 3 , 5 ,          II uas L = 0,08 m 2 08 , 32 ,   total uas L = 0,4 m 2 Volume = 2 x luas x panjang Jalan – p. Jemb. total = 2 x 0,4 x 3536,54 – 250 = 2629,23 m 3 3. Plesteran Gambar 5.6 Detail Plesteran pada Potongan A-A Luas = 0,25 + 0,1 + 0,05 x 3536,54 – 250 x 2 = 2629,232 m 2 4. Siaran Luas = 0,707 x p.jalan – p.jembatan x 2 = 0,707 x 3536,54 - 250 x 2 = 4647,168 m 2 10 cm 5 cm Pasangan batu 25 cm Plesteran commit to user A A H H5+0,3 25 cm H6+0,3

5.2.3. Penghitungan Volume Pekerjaan Dinding Penahan

5.7 Sket volume pasangan batu pada dinding penahan 1. Galian Pondasi a. Ruas Kiri Sta 0+000 sd 0+050  Sta 0+000 H Sta 0+200 = 0,5512 m H5+0,3 = 0,4102 m H6+0,3 = 0,3919 m Luas galian pondasi = 0,4102 x 0,3919 = 0,1608 m 2  Sta 0+050 H Sta 0+250 = 2,0803 m H5+0,3 = 0,7161 m H6+0,3 = 0,6467 m Luas galian pondasi = 0,7161 x 0,6467 = 0,4631 m 2  Volume 0+000 sd 0+050 = 50 2 0,4631 0,1608         = 15,5962 m³ commit to user a. Ruas Kanan Sta 0+000 sd 0+050  Sta 0+200 H Sta 0+200 = 0,4884 m H5+0,3 = 0,3977 m H6+0,3 = 0,3814 m Luas galian pondasi = 0,3977 x 0,3814 = 0,1517 m 2  Sta 0+050 H Sta 0+250 = 2,0398 m H5+0,3 = 0,7080 m H6+0,3 = 0,6400 m Luas galian pondasi = 0,7080 x 0,6400 = 0,4531 m 2  Volume Sta 0+000 sd 0+050 = 50 2 0,4531 0,1517         = 15,1186 m 3 commit to user Perhitungan selanjutnya dapat dilihat pada tabel 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+000 0.5512 0.41024 0.391867 0.160759 0.4884 0.39768 0.3814 0.151675 50 15.59618 15.11865 0+050 2.0803 0.71606 0.646717 0.463088 2.0398 0.70796 0.639967 0.453071 50 34.21675 33.88991 0+100 3.5644 1.01288 0.894067 0.905582 3.5556 1.01112 0.8926 0.902526 6.5 6.653975 6.63238 0+106,5 4.2046 1.14092 1.000767 1.141795 4.1954 1.13908 0.999233 1.138207 50 60.90551 59.11521 0+156,5 4.5834 1.21668 1.0639 1.294426 4.4175 1.1835 1.03625 1.226402 43.5 45.13786 41.35027 0+200 3.1924 0.93848 0.832067 0.780878 2.8517 0.87034 0.775283 0.67476 50 36.6183 31.36534 0+250 2.8819 0.87638 0.780317 0.683854 2.5235 0.8047 0.720583 0.579853 10 6.732124 5.7032 0+260 2.8109 0.86218 0.768483 0.662571 2.4544 0.79088 0.709067 0.560787 20 12.63366 10.66283 0+280 2.5981 0.81962 0.733017 0.600795 2.2471 0.74942 0.674517 0.505496 20 11.34686 9.513151 0+300 2.3549 0.77098 0.692483 0.533891 2.0102 0.70204 0.635033 0.445819 20 10.15057 8.447683 0+320 2.1523 0.73046 0.658717 0.481166 1.8128 0.66256 0.602133 0.398949 20 9.147714 7.55764 0+340 1.9598 0.69196 0.626633 0.433605 1.6252 0.62504 0.570867 0.356815 10 4.205009 3.429561 0+350 1.8492 0.66984 0.6082 0.407397 1.4957 0.59914 0.549283 0.329098 50 17.24913 13.7132 0+400 1.2654 0.55308 0.5109 0.282569 0.9201 0.48402 0.45335 0.21943 10 2.717627 2.1043 0+410 1.152 0.5304 0.492 0.260957 0.8128 0.46256 0.435467 0.201429 20 4.996559 3.839021 0+430 1.0302 0.50604 0.4717 0.238699 0.6945 0.4389 0.41575 0.182473 20 4.865429 3.72732 0+450 1.0809 0.51618 0.48015 0.247844 0.7438 0.44876 0.423967 0.190259 20 5.582965 4.342042 0+470 1.4055 0.5811 0.53425 0.310453 1.0594 0.51188 0.476567 0.243945 20 8.10792 6.534205 0+490 2.2272 0.74544 0.6712 0.500339 1.8581 0.67162 0.609683 0.409476 10 5.705721 4.948036 commit to user 0+500 2.7371 0.84742 0.756183 0.640805 2.5245 0.8049 0.72075 0.580132 50 47.91805 42.85334 0+550 4.5387 1.20774 1.05645 1.275917 4.1846 1.13692 0.997433 1.134002 35.05 49.56931 44.81696 0+585,05 5.1764 1.33528 1.162733 1.552575 4.8862 1.27724 1.114367 1.423314 50 79.44249 72.30211 0+635,05 5.334 1.3668 1.189 1.625125 4.9897 1.29794 1.131617 1.468771 14.95 22.53518 21.36643 0+650 4.8084 1.26168 1.1014 1.389614 4.8084 1.26168 1.1014 1.389614 50 54.7618 52.20576 0+700 3.2539 0.95078 0.842317 0.800858 2.9305 0.8861 0.788417 0.698616 10 6.748483 5.729378 0+710 2.4105 0.7821 0.70175 0.548839 2.0161 0.70322 0.636017 0.44726 20 9.198752 7.39847 0+730 1.6897 0.63794 0.581617 0.371037 1.3165 0.5633 0.519417 0.292587 20 6.8355 5.349094 0+750 1.4156 0.58312 0.535933 0.312513 1.0504 0.51008 0.475067 0.242322 20 8.301891 6.622946 0+770 2.2937 0.75874 0.682283 0.517676 1.9027 0.68054 0.617117 0.419973 20 12.9195 10.66023 0+790 3.1719 0.93438 0.82865 0.774274 2.755 0.851 0.759167 0.646051 10 8.288723 6.934695 0+800 3.5004 1.00008 0.8834 0.883471 3.0669 0.91338 0.81115 0.740888 50 50.50785 43.01903 0+850 4.1919 1.13838 0.99865 1.136843 3.7739 1.05478 0.928983 0.979873 44.72 43.46029 37.70561 0+894.72 3.2721 0.95442 0.84535 0.806819 2.956 0.8912 0.792667 0.706425 5.28 4.103336 3.6213 0+900 3.0878 0.91756 0.814633 0.747475 2.82 0.864 0.77 0.66528 9.81 6.87469 6.136522 0+909.81 2.7823 0.85646 0.763717 0.654093 2.5448 0.80896 0.724133 0.585795 15.08 8.954981 8.12715 0+924.89 2.3537 0.77074 0.692283 0.53357 2.1951 0.73902 0.66585 0.492076 25.11 10.15812 10.08804 0+950 1.2289 0.54578 0.504817 0.275519 1.4103 0.58206 0.53505 0.311431 91.65 19.63049 21.59315 1+041.65 0.4967 0.39934 0.382783 0.152861 0.5445 0.4089 0.39075 0.159778 8.35 1.414045 1.422384 1+050 0.7159 0.44318 0.419317 0.185833 0.6845 0.4369 0.414083 0.180913 6.74 1.141397 1.229571 1+056.74 0.4967 0.39934 0.382783 0.152861 0.7039 0.44078 0.417317 0.183945 - - - 1+250 0.7439 0.44878 0.423983 0.190275 0.5379 0.40758 0.38965 0.158814 20 5.078158 4.329714 1+270 1.4401 0.58802 0.540017 0.317541 1.2218 0.54436 0.503633 0.274158 20 7.378685 6.425496 commit to user 1+290 1.9042 0.68084 0.617367 0.420328 1.6778 0.63556 0.579633 0.368392 10 4.305671 3.836014 1+300 1.9896 0.69792 0.6316 0.440806 1.8122 0.66244 0.602033 0.398811 50 26.04428 20.22881 1+350 2.5987 0.81974 0.733117 0.600965 1.8618 0.67236 0.6103 0.410341 27 21.23608 16.5329 1+377 3.7523 1.05046 0.925383 0.972078 3.2949 0.95898 0.84915 0.814318 50 51.7558 43.51579 1+427 4.0917 1.11834 0.98195 1.098154 3.6237 1.02474 0.90395 0.926314 23 21.32418 20.29298 1+450 3.1151 0.92302 0.819183 0.756123 3.3671 0.97342 0.861183 0.838293 50 33.74857 37.9624 1+500 2.5734 0.81468 0.7289 0.59382 2.8698 0.87396 0.7783 0.680203 50 20.96356 21.15274 1+550 1.0637 0.51274 0.477283 0.244722 0.586 0.4172 0.397667 0.165907 50 13.24802 8.420349 1+600 1.2789 0.55578 0.51315 0.285199 0.6193 0.42386 0.403217 0.170907 50 13.97912 9.281777 1+650 1.2208 0.54416 0.503467 0.273966 0.8063 0.46126 0.434383 0.200364 50 18.68078 13.32959 1+700 2.121 0.7242 0.6535 0.473265 1.5134 0.60268 0.552233 0.33282 14.99 8.058998 5.76477 1+714.99 2.6023 0.82046 0.733717 0.601985 1.9711 0.69422 0.628517 0.436329 27.79 20.59751 15.05028 1+742.78 3.4914 0.99828 0.8819 0.880383 2.7576 0.85152 0.7596 0.646815 7.22 6.467948 4.796956 1+750 3.5808 1.01616 0.8968 0.911292 2.8757 0.87514 0.779283 0.681982 15 12.97848 9.504552 1+765 3.3096 0.96192 0.8516 0.819171 2.543 0.8086 0.723833 0.585292 25 16.59346 11.34485 1+790 2.2579 0.75158 0.676317 0.508306 1.4631 0.59262 0.54385 0.322296 10 4.68472 2.921689 1+800 1.9391 0.68782 0.623183 0.428638 1.1578 0.53156 0.492967 0.262041 37.19 13.50907 8.00583 1+837.19 1.343 0.5686 0.523833 0.297852 0.6033 0.42066 0.40055 0.168495 12.81 3.753747 2.174359 1+850 1.2943 0.55886 0.515717 0.288213 0.6198 0.42396 0.4033 0.170983 12.19 3.61525 2.21817 1+862.19 1.3783 0.57566 0.529717 0.304937 0.7606 0.45212 0.426767 0.19295 22.22 7.921024 5.318304 1+884.41 1.8519 0.67038 0.60865 0.408027 1.2817 0.55634 0.513617 0.285745 15.59 7.215441 5.201408 1+900 2.2935 0.7587 0.68225 0.517623 1.7365 0.6473 0.589417 0.381529 12.19 6.745474 5.068627 1+912.19 2.5566 0.81132 0.7261 0.589099 2.0276 0.70552 0.637933 0.450075 37.81 27.05195 20.83466 commit to user 1+950 3.3777 0.97554 0.86295 0.841842 2.7752 0.85504 0.762533 0.651997 50 54.52047 43.11635 2+000 4.6897 1.23794 1.081617 1.338977 4.0247 1.10494 0.970783 1.072657 50 74.53085 58.83515 2+050 5.3707 1.37414 1.195117 1.642258 4.5504 1.21008 1.0584 1.280749 50 63.696 48.67009 2+100 3.5644 1.01288 0.894067 0.905582 2.8226 0.86452 0.770433 0.666055 50 29.36109 20.43862 2+150 1.194 0.5388 0.499 0.268861 0.4871 0.39742 0.381183 0.15149 50 17.93237 12.60203 2+200 2.0209 0.70418 0.636817 0.448434 1.6058 0.62116 0.567633 0.352591 13.3 11.50319 9.557116 2+213.3 4.5519 1.21038 1.05865 1.281369 4.0561 1.11122 0.976017 1.084569 50 75.2863 62.19448 2+263.3 5.5559 1.41118 1.225983 1.730083 4.8399 1.26798 1.10665 1.40321 36.7 40.79451 32.72141 2+300 2.1989 0.73978 0.666483 0.493051 1.7296 0.64592 0.588267 0.379973 - - - 2+380 0.7204 0.44408 0.420067 0.186543 - - - - 20 5.087358 2.79494 2+400 1.4626 0.59252 0.543767 0.322193 0.739 0.4478 0.423167 0.189494 20 5.270847 2.963484 2+420 0.8338 0.46676 0.438967 0.204892 0.1467 0.32934 0.32445 0.106854 - - - 2+810 0.4941 0.39882 0.38235 0.152489 - - - - 20 3.640072 - 2+850 0.8735 0.4747 0.445583 0.211518 - - - - 20 8.493143 4.702211 2+870 2.7268 0.84536 0.754467 0.637796 1.7307 0.64614 0.58845 0.380221 20 18.40328 11.77748 2+890 4.3582 1.17164 1.026367 1.202532 3.2437 0.94874 0.840617 0.797527 10 14.16205 8.694745 2+900 5.3442 1.36884 1.1907 1.629878 3.6665 1.0333 0.911083 0.941422 14.4 26.72102 15.79836 2+914.4 6.2534 1.55068 1.342233 2.081374 4.4824 1.19648 1.047067 1.252794 50 92.25379 61.86675 2+964.4 5.2988 1.35976 1.183133 1.608777 4.4063 1.18126 1.034383 1.221876 35.6 48.32262 37.47639 3+000 4.1121 1.12242 0.98535 1.105977 3.5006 1.00012 0.883433 0.883539 50 46.10799 36.90866 3+050 3.0588 0.91176 0.8098 0.738343 2.5698 0.81396 0.7283 0.592807 50 26.8907 20.64159 3+100 1.5345 0.6069 0.55575 0.337285 0.9973 0.49946 0.466217 0.232857 50 17.64801 11.9083 3+150 1.6789 0.63578 0.579817 0.368636 1.0568 0.51136 0.476133 0.243476 50 22.84161 15.22085 commit to user 3+200 2.3964 0.77928 0.6994 0.545028 1.6641 0.63282 0.57735 0.365359 50 27.60505 17.81145 3+250 2.4485 0.7897 0.708083 0.559173 1.5804 0.61608 0.5634 0.347099 50 31.56633 18.69803 3+300 2.9464 0.88928 0.791067 0.70348 1.8209 0.66418 0.603483 0.400822 50 27.62547 14.84951 3+350 1.824 0.6648 0.604 0.401539 0.7619 0.45238 0.426983 0.193159 - - - 3+450 1.4294 0.58588 0.538233 0.31534 0.5806 0.41612 0.396767 0.165103 50 15.10897 7.534106 3+500 1.2984 0.55968 0.5164 0.289019 0.3774 0.37548 0.3629 0.136262 36.54 7.69245 2.489501 3+536.54 0.3458 0.36916 0.357633 0.132024 - - - - Volume galian dinding penahan Kiri = 1945,336 m³ Volume galian dinding penahan Kanan = 1566,761 m³ 2. Pasangan Batu untuk Dinding Penahangfgfgfgfgfgfgf Volume Total galian dinding penahan = 1945,336 + 1566,761 = 3512,097 m³ commit to user 2. Pasangan Batu untuk Dinding Penahan a. Ruas Kiri Sta Sta 0+000 sd 0+050  Sta 0+000 Lebar atas = 0,25 m H Sta 0+000 = 0,5512 m H5+0,3 = 0,4102 m H6+0,3 = 0,3919 m Luas pasangan batu =   0,3919 0,4102 5512 , 2 0,3919 25 ,                 = 0,3377 m 2  Sta 0+050 Lebar atas = 0,25 m H Sta 0+050 = 2,0803 m H5+0,3 = 0,7161 m H6+0,3 = 0,6467 m Luas pasangan batu =   0,6467 x 0,7161 0803 , 2 2 0,6467 25 ,                = 1,3958 m 2 Volume = 50 2 3958 , 1 0,3377         = 43,3366 m³ commit to user b. Ruas Kanan Sta Sta 0+000 sd 0+050  Sta 0+000 Lebar atas = 0,25 m H Sta 0+000 = 0,4884 m H5+0,3 = 0,3977 m H6+0,3 = 0,3814 m Luas pasangan batu =   0,3814 3977 , 4884 , 2 0,3814 25 ,                 = 0,3059 m 2  Sta 0+050 Lebar atas = 0,25 m H Sta 0+050 = 2,0398 m H5+0,3 = 0,7080 m H6+0,3 = 0,6400 m Luas pasangan batu =   6400 , 7080 , 0398 , 2 2 6400 , 25 ,                 = 1,3607 m 2 Volume = 50 2 3607 , 1 0,3059         = 41,6653 m 3 commit to user Perhitungan selanjutnya dapat dilihat pada tabel 5.3 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+000 0.5512 0.41024 0.391867 0.337658 0.4884 0.39768 0.3814 0.305863 50 43.33664 41.66527 0+050 2.0803 0.71606 0.646717 1.395808 2.0398 0.70796 0.639967 1.360748 50 108.5086 107.3647 0+100 3.5644 1.01288 0.894067 2.944538 3.5556 1.01112 0.8926 2.93384 6.5 21.82641 21.75083 0+106,5 4.2046 1.14092 1.000767 3.771281 4.1954 1.13908 0.999233 3.758723 50 201.9193 195.6533 0+156,5 4.5834 1.21668 1.0639 4.30549 4.4175 1.1835 1.03625 4.067407 43.5 148.195 134.9385 0+200 3.1924 0.93848 0.832067 2.508073 2.8517 0.87034 0.775283 2.13666 50 116.914 98.52868 0+250 2.8819 0.87638 0.780317 2.168489 2.5235 0.8047 0.720583 1.804487 10 21.31244 17.7112 0+260 2.8109 0.86218 0.768483 2.093998 2.4544 0.79088 0.709067 1.737753 20 39.71781 32.8199 0+280 2.5981 0.81962 0.733017 1.877783 2.2471 0.74942 0.674517 1.544237 20 35.21401 28.79603 0+300 2.3549 0.77098 0.692483 1.643618 2.0102 0.70204 0.635033 1.335366 20 31.02699 25.06689 0+320 2.1523 0.73046 0.658717 1.459082 1.8128 0.66256 0.602133 1.171323 20 27.517 21.95174 0+340 1.9598 0.69196 0.626633 1.292618 1.6252 0.62504 0.570867 1.023851 10 12.46753 9.753462 0+350 1.8492 0.66984 0.6082 1.200888 1.4957 0.59914 0.549283 0.926842 50 49.12196 36.74621 0+400 1.2654 0.55308 0.5109 0.76399 0.9201 0.48402 0.45335 0.543007 10 7.261694 5.115049 0+410 1.152 0.5304 0.492 0.688349 0.8128 0.46256 0.435467 0.480003 20 12.98796 8.936575 0+430 1.0302 0.50604 0.4717 0.610447 0.6945 0.4389 0.41575 0.413654 20 12.529 8.545618 0+450 1.0809 0.51618 0.48015 0.642453 0.7438 0.44876 0.423967 0.440907 20 15.04038 10.69715 0+470 1.4055 0.5811 0.53425 0.861584 1.0594 0.51188 0.476567 0.628807 20 23.87772 18.36972 0+490 2.2272 0.74544 0.6712 1.526188 1.8581 0.67162 0.609683 1.208164 10 17.72002 15.06813 0+500 2.7371 0.84742 0.756183 2.017817 2.5245 0.8049 0.72075 1.805461 50 156.4632 138.7367 0+550 4.5387 1.20774 1.05645 4.240709 4.1846 1.13692 0.997433 3.744007 commit to user 35.05 165.6063 148.9731 0+585,05 5.1764 1.33528 1.162733 5.209011 4.8862 1.27724 1.114367 4.756598 50 266.7987 241.8074 0+635,05 5.334 1.3668 1.189 5.462938 4.9897 1.29794 1.131617 4.915697 14.95 75.50937 71.41874 0+650 4.8084 1.26168 1.1014 4.63865 4.8084 1.26168 1.1014 4.63865 50 180.4163 171.4702 0+700 3.2539 0.95078 0.842317 2.578002 2.9305 0.8861 0.788417 2.220156 10 21.36969 17.80282 0+710 2.4105 0.7821 0.70175 1.695935 2.0161 0.70322 0.636017 1.340409 20 27.69563 21.39465 0+730 1.6897 0.63794 0.581617 1.073628 1.3165 0.5633 0.519417 0.799056 20 19.42425 14.22183 0+750 1.4156 0.58312 0.535933 0.868797 1.0504 0.51008 0.475067 0.623127 20 24.55662 18.68031 0+770 2.2937 0.75874 0.682283 1.586865 1.9027 0.68054 0.617117 1.244904 20 40.71824 32.81082 0+790 3.1719 0.93438 0.82865 2.484959 2.755 0.851 0.759167 2.036178 10 26.76053 22.02143 0+800 3.5004 1.00008 0.8834 2.867147 3.0669 0.91338 0.81115 2.368109 50 165.5275 139.3166 0+850 4.1919 1.13838 0.99865 3.753951 3.7739 1.05478 0.928983 3.204556 44.72 142.049 121.9076 0+894.72 3.2721 0.95442 0.84535 2.598866 2.956 0.8912 0.792667 2.247486 5.28 13.17368 11.48655 0+900 3.0878 0.91756 0.814633 2.391162 2.82 0.864 0.77 2.10348 9.81 21.85416 19.27058 0+909.81 2.7823 0.85646 0.763717 2.064325 2.5448 0.80896 0.724133 1.825282 15.08 27.94943 25.05203 0+924.89 2.3537 0.77074 0.692283 1.642497 2.1951 0.73902 0.66585 1.497268 25.11 29.90366 29.65839 0+950 1.2289 0.54578 0.504817 0.739316 1.4103 0.58206 0.53505 0.865009 91.65 48.08547 54.95476 1+041.65 0.4967 0.39934 0.382783 0.310012 0.5445 0.4089 0.39075 0.334222 8.35 3.070408 3.099593 1+050 0.7159 0.44318 0.419317 0.425415 0.6845 0.4369 0.414083 0.408196 6.74 2.478389 2.786998 1+056.74 0.4967 0.39934 0.382783 0.310012 0.7039 0.44078 0.417317 0.418807 - - - 1+250 0.7439 0.44878 0.423983 0.440963 0.5379 0.40758 0.38965 0.330847 20 13.27355 10.654 1+270 1.4401 0.58802 0.540017 0.886392 1.2218 0.54436 0.503633 0.734552 20 21.3254 17.98924 1+290 1.9042 0.68084 0.617367 1.246148 1.6778 0.63556 0.579633 1.064371 10 12.81985 11.17605 1+300 1.9896 0.69792 0.6316 1.317822 1.8122 0.66244 0.602033 1.170838 commit to user 50 79.90499 59.55082 1+350 2.5987 0.81974 0.733117 1.878378 1.8618 0.67236 0.6103 1.211195 27 68.25129 51.79015 1+377 3.7523 1.05046 0.925383 3.177274 3.2949 0.95898 0.84915 2.625113 50 169.8953 141.0553 1+427 4.0917 1.11834 0.98195 3.618539 3.6237 1.02474 0.90395 3.017098 23 69.45963 65.85042 1+450 3.1151 0.92302 0.819183 2.421429 3.3671 0.97342 0.861183 2.709026 50 106.87 121.6184 1+500 2.5734 0.81468 0.7289 1.853371 2.8698 0.87396 0.7783 2.155711 50 62.12247 62.78459 1+550 1.0637 0.51274 0.477283 0.631528 0.586 0.4172 0.397667 0.355673 50 35.11807 18.22122 1+600 1.2789 0.55578 0.51315 0.773195 0.6193 0.42386 0.403217 0.373176 50 37.67693 21.23622 1+650 1.2208 0.54416 0.503467 0.733882 0.8063 0.46126 0.434383 0.476273 50 54.13272 35.40357 1+700 2.121 0.7242 0.6535 1.431426 1.5134 0.60268 0.552233 0.93987 14.99 24.83374 16.80395 1+714.99 2.6023 0.82046 0.733717 1.881948 1.9711 0.69422 0.628517 1.302151 27.79 65.83853 46.42322 1+742.78 3.4914 0.99828 0.8819 2.856341 2.7576 0.85152 0.7596 2.038851 7.22 21.01332 15.16485 1+750 3.5808 1.01616 0.8968 2.964523 2.8757 0.87514 0.779283 2.161937 15 42.04966 29.89093 1+765 3.3096 0.96192 0.8516 2.642099 2.543 0.8086 0.723833 1.823521 25 52.45213 34.08198 1+790 2.2579 0.75158 0.676317 1.554071 1.4631 0.59262 0.54385 0.903037 10 14.14652 7.975911 1+800 1.9391 0.68782 0.623183 1.275233 1.1578 0.53156 0.492967 0.692145 37.19 38.91401 19.65266 1+837.19 1.343 0.5686 0.523833 0.817481 0.6033 0.42066 0.40055 0.364734 12.81 10.25586 4.728008 1+850 1.2943 0.55886 0.515717 0.783747 0.6198 0.42396 0.4033 0.373441 12.19 9.910625 5.020847 1+862.19 1.3783 0.57566 0.529717 0.842278 0.7606 0.45212 0.426767 0.450324 22.22 22.72409 13.61456 1+884.41 1.8519 0.67038 0.60865 1.203094 1.2817 0.55634 0.513617 0.775109 15.59 21.74629 14.69718 1+900 2.2935 0.7587 0.68225 1.586681 1.7365 0.6473 0.589417 1.110353 12.19 20.86641 14.99745 1+912.19 2.5566 0.81132 0.7261 1.836848 2.0276 0.70552 0.637933 1.350262 37.81 86.17458 64.41405 1+950 3.3777 0.97554 0.86295 2.721448 2.7752 0.85504 0.762533 2.056988 50 179.5716 139.6572 2+000 4.6897 1.23794 1.081617 4.461418 4.0247 1.10494 0.970783 3.529301 commit to user 50 249.608 194.673 2+050 5.3707 1.37414 1.195117 5.522902 4.5504 1.21008 1.0584 4.25762 50 211.686 159.0953 2+100 3.5644 1.01288 0.894067 2.944538 2.8226 0.86452 0.770433 2.106193 50 91.5138 60.28518 2+150 1.194 0.5388 0.499 0.716014 0.4871 0.39742 0.381183 0.305215 50 51.51329 32.85709 2+200 2.0209 0.70418 0.636817 1.344517 1.6058 0.62116 0.567633 1.009069 13.3 37.26865 30.45741 2+213.3 4.5519 1.21038 1.05865 4.259791 4.0561 1.11122 0.976017 3.570992 50 252.252 206.4307 2+263.3 5.5559 1.41118 1.225983 5.830291 4.8399 1.26798 1.10665 4.686235 36.7 134.5233 106.2674 2+300 2.1989 0.73978 0.666483 1.500679 1.7296 0.64592 0.588267 1.104906 - - - 2+380 0.7204 0.44408 0.420067 0.427901 - - - - 20 13.30575 5.282291 2+400 1.4626 0.59252 0.543767 0.902674 0.739 0.4478 0.423167 0.438229 20 13.94796 5.872194 2+420 0.8338 0.46676 0.438967 0.492122 0.1467 0.32934 0.32445 0.14899 - - - 2+810 0.4941 0.39882 0.38235 0.308711 - - - - 20 8.240253 - 2+850 0.8735 0.4747 0.445583 0.515314 - - - - 20 25.226 11.95774 2+870 2.7268 0.84536 0.754467 2.007286 1.7307 0.64614 0.58845 1.105774 20 59.91149 36.72117 2+890 4.3582 1.17164 1.026367 3.983863 3.2437 0.94874 0.840617 2.566343 10 47.31718 28.18161 2+900 5.3442 1.36884 1.1907 5.479572 3.6665 1.0333 0.911083 3.069978 14.4 90.28355 52.05426 2+914.4 6.2534 1.55068 1.342233 7.05981 4.4824 1.19648 1.047067 4.15978 50 311.6383 205.2836 2+964.4 5.2988 1.35976 1.183133 5.405721 4.4063 1.18126 1.034383 4.051565 35.6 161.1192 123.1574 3+000 4.1121 1.12242 0.98535 3.645918 3.5006 1.00012 0.883433 2.867388 50 150.128 117.9303 3+050 3.0588 0.91176 0.8098 2.359201 2.5698 0.81396 0.7283 1.849825 50 82.86744 60.99557 3+100 1.5345 0.6069 0.55575 0.955496 0.9973 0.49946 0.466217 0.589998 50 50.51805 30.42906 3+150 1.6789 0.63578 0.579817 1.065225 1.0568 0.51136 0.476133 0.627164 50 68.69562 42.02299 3+200 2.3964 0.77928 0.6994 1.6826 1.6641 0.63282 0.57735 1.053755 50 85.36766 51.09008 3+250 2.4485 0.7897 0.708083 1.732107 1.5804 0.61608 0.5634 0.989848 commit to user 25 cm 30 cm 10 cm H - 0,3 50 99.23215 54.19309 3+300 2.9464 0.88928 0.791067 2.237179 1.8209 0.66418 0.603483 1.177875 50 85.43916 40.72327 3+350 1.824 0.6648 0.604 1.180387 0.7619 0.45238 0.426983 0.451056 - - 3+450 1.4294 0.58588 0.538233 0.878691 0.5806 0.41612 0.396767 0.352859 50 41.6314 15.11937 3+500 1.2984 0.55968 0.5164 0.786566 0.3774 0.37548 0.3629 0.251916 36.54 18.70207 4.602504 3+536.54 0.3458 0.36916 0.357633 0.237084 - - - - Volume pasangan batu pada dinding penahan kiri = 6189,189 m 3 Volume pasangan batu pada dinding penahan kanan = 4868,285 m 3 Volume Total pasangan batu pada dinding penahan = 6189,189 + 4868,285 = 11057,474 m 3 3. Plesteran Gambar 5.8 Detail plesteran pada Dinding Penahan  Ruas kiri Luas = 0,1+0,3+0,25x p.dinding penahan kiri = 0,1+0,3+0,25 x 2753,28 = 1789,632 m 2  Ruas kanan Luas = 0,1+0,3+0,25x p.dinding penahan kanan commit to user = 0,1+0,3+0,25 x 2656,74 = 1726,881 m 2 Luas total = 1789,632 + 1726,881 = 3516,513 m 2 3. Siaran  Ruas kiri Sta 0+000 sd 0+050 H Sta 0+000 = 0,5512 m H Sta 0+000 – 0.3 = 0,2512 m H Sta 0+050 = 2,0803 m H Sta 0+050 – 0,3 = 1,7803 m Luas = 50 2 7803 , 1 2512 ,         = 50,7875 m 2  Ruas kanan Sta 0+000 sd 0+050 H Sta 0+000 = 0,4884 m H Sta 0+000 – 0.3 = 0,1884 m H Sta 0+050 = 2,0398 m H Sta 0+050 – 0,3 = 1,7398 m Luas = 50 2 7398 , 1 1884 ,         = 48,205 m 2 commit to user Perhitungan selanjutnya dapat dilihat pada tabel 5.4 Tabel 5.4 Perhitungan Luas Siaran pada dinding Penahan. STA Jarak KIRI KANAN h h-0,3 Luas h h-0,3 Luas 0+000 0.5512 0.2512 0.4884 0.1884 50 50.7875 48.205 0+050 2.0803 1.7803 2.0398 1.7398 50 126.1175 124.885 0+100 3.5644 3.2644 3.5556 3.2556 6.5 23.29925 23.24075 0+106,5 4.2046 3.9046 4.1954 3.8954 50 204.7 200.3225 0+156,5 4.5834 4.2834 4.4175 4.1175 43.5 156.0737 145.0551 0+200 3.1924 2.8924 2.8517 2.5517 50 136.8575 119.38 0+250 2.8819 2.5819 2.5235 2.2235 10 25.464 21.8895 0+260 2.8109 2.5109 2.4544 2.1544 20

48.09 41.015

0+280 2.5981 2.2981 2.2471 1.9471 20

43.53 36.573

0+300 2.3549 2.0549 2.0102 1.7102 20 39.072 32.23 0+320 2.1523 1.8523 1.8128 1.5128 20 35.121 28.38 0+340 1.9598 1.6598 1.6252 1.3252 10 16.045 12.6045 0+350 1.8492 1.5492 1.4957 1.1957 50 62.865 45.395 0+400 1.2654 0.9654 0.9201 0.6201 10 9.087 5.6645 0+410 1.152 0.852 0.8128 0.5128 20 15.822 9.073 0+430 1.0302 0.7302 0.6945 0.3945 20 15.111 8.383 0+450 1.0809 0.7809 0.7438 0.4438 20 18.864 12.032 0+470 1.4055 1.1055 1.0594 0.7594 20 30.327 23.175 0+490 2.2272 1.9272 1.8581 1.5581 10 21.8215 18.913 0+500 2.7371 2.4371 2.5245 2.2245 50 166.895 152.7275 0+550 4.5387 4.2387 4.1846 3.8846 commit to user 35.05 159.7421 148.4508 0+585,05 5.1764 4.8764 4.8862 4.5862 50 247.76 231.8975 0+635,05 5.334 5.034 4.9897 4.6897 14.95 71.32944 68.7558 0+650 4.8084 4.5084 4.8084 4.5084 50 186.5575 178.4725 0+700 3.2539 2.9539 2.9305 2.6305 10 25.322 21.733 0+710 2.4105 2.1105 2.0161 1.7161 20 35.002 27.326 0+730 1.6897 1.3897 1.3165 1.0165 20 25.053 17.669 0+750 1.4156 1.1156 1.0504 0.7504 20 31.093 23.531 0+770 2.2937 1.9937 1.9027 1.6027 20 48.656 40.577 0+790 3.1719 2.8719 2.755 2.455 10 30.3615 26.1095 0+800 3.5004 3.2004 3.0669 2.7669 50 177.3075 156.02 0+850 4.1919 3.8919 3.7739 3.4739 44.72 153.479 137.0646 0+894.72 3.2721 2.9721 2.956 2.656 5.28 15.20614 13.66464 0+900 3.0878 2.7878 2.82 2.52 9.81 25.84984 23.37134 0+909.81 2.7823 2.4823 2.5448 2.2448 15.08 34.20144 31.21485 0+924.89 2.3537 2.0537 2.1951 1.8951 25.11 37.44654 37.7328 0+950 1.2289 0.9289 1.4103 1.1103 91.65 51.58062 62.08371 1+041.65 0.4967 0.1967 0.5445 0.2445 8.35 2.557605 2.626075 1+050 0.7159 0.4159 0.6845 0.3845 6.74 2.064462 2.656908 1+056.74 0.4967 0.1967 0.7039 0.4039 - - - 1+250 0.7439 0.4439 0.5379 0.2379 20

15.84 11.597

1+270 1.4401 1.1401 1.2218 0.9218 20 27.443 22.996 1+290 1.9042 1.6042 1.6778 1.3778 10 16.469 14.45 1+300 1.9896 1.6896 1.8122 1.5122 commit to user 50 99.7075 76.85 1+350 2.5987 2.2987 1.8618 1.5618 27 77.6385 61.51545 1+377 3.7523 3.4523 3.2949 2.9949 50 181.1 157.965 1+427 4.0917 3.7917 3.6237 3.3237 23 75.9782 73.4942 1+450 3.1151 2.8151 3.3671 3.0671 50 127.2125 140.9225 1+500 2.5734 2.2734 2.8698 2.5698 50 75.9275 71.395 1+550 1.0637 0.7637 0.586 0.286 50 43.565 15.1325 1+600 1.2789 0.9789 0.6193 0.3193 50 47.4925 20.64 1+650 1.2208 0.9208 0.8063 0.5063 50 68.545 42.9925 1+700 2.121 1.821 1.5134 1.2134 14.99 30.90413 21.61933 1+714.99 2.6023 2.3023 1.9711 1.6711 27.79 76.33496 57.36829 1+742.78 3.4914 3.1914 2.7576 2.4576 7.22 23.36464 18.17021 1+750 3.5808 3.2808 2.8757 2.5757 15 47.178 36.14025 1+765 3.3096 3.0096 2.543 2.243 25 62.09375 42.57625 1+790 2.2579 1.9579 1.4631 1.1631 10 17.985 10.1045 1+800 1.9391 1.6391 1.1578 0.8578 37.19 49.87365 21.59065 1+837.19 1.343 1.043 0.6033 0.3033 12.81 13.04891 3.990955 1+850 1.2943 0.9943 0.6198 0.3198 12.19 12.6325 4.756538 1+862.19 1.3783 1.0783 0.7606 0.4606 22.22 29.22152 16.02395 1+884.41 1.8519 1.5519 1.2817 0.9817 15.59 27.63639 18.84987 1+900 2.2935 1.9935 1.7365 1.4365 12.19 25.90436 19.28519 1+912.19 2.5566 2.2566 2.0276 1.7276 37.81 100.8449 79.45393 1+950 3.3777 3.0777 2.7752 2.4752 50 186.685 154.9975 2+000 4.6897 4.3897 4.0247 3.7247 commit to user 50 236.51 199.3775 2+050 5.3707 5.0707 4.5504 4.2504 50 208.3775 169.325 2+100 3.5644 3.2644 2.8226 2.5226 50 103.96 67.7425 2+150 1.194 0.894 0.4871 0.1871 50 65.3725 37.3225 2+200 2.0209 1.7209 1.6058 1.3058 13.3 39.71912 33.66164 2+213.3 4.5519 4.2519 4.0561 3.7561 50 237.695 207.4 2+263.3 5.5559 5.2559 4.8399 4.5399 36.7 131.2906 109.5403 2+300 2.1989 1.8989 1.7296 1.4296 - - - 2+380 0.7204 0.4204 - - 20 15.83 1.39 2+400 1.4626 1.1626 0.739 0.439 20 16.964 2.857 2+420 0.8338 0.5338 0.1467 - 0.1533 - - - 2+810 0.4941 0.1941 - - 20 7.676 - 2+850 0.8735 0.5735 - - 20 30.003 11.307 2+870 2.7268 2.4268 1.7307 1.4307 20

64.85 43.744