Laporan Tugas Besar Jalan Rel

LAPORAN TUGAS

JALAN REL TKS282P

DISUSUN OLEH :

Aji Santiko – 21010113120008 Tri Kumala Hasan – 21010113120017 21010113120017 Abdul Haris Baihaqi – 21010113120032 21010113120032 Heru Setiawan – 21010113120079

PROGRAM STUDI S1 TEKNIK SIPIL DEPARTEMEN TEKNIK SIPIL FAKULTAS TEKNIK UNIVERSITAS DIPONEGORO 2016

LEMBAR PENGESAHAN

LAPORAN TUGAS

JALAN REL TKS282P

DISUSUN OLEH :

Aji Santiko – 21010113120008 Tri Kumala Hasan – 21010113120017 21010113120017 Abdul Haris Baihaqi – 21010113120032 21010113120032 Heru Setiawan – 21010113120079

Disetujui Dosen Pengampu Mata Kuliah

Disetujui Dosen Pengampu Tugas

Pada Tanggal …………………… 2016

Pada Tanggal ……………… 2016

Kami Hari Basuki, S.T., M.T.

Ir. Djoko Purwanto, M.S.

NIP. 19720531 2000 03 1 001

NIP. 19600526 1987 10 1 001

KATA PENGANTAR

Puji syukur kami panjatkan kehadirat Tuhan Yang Mahaesa yang telah melimpahkan rahmat dan karunia sehingga kami dapat menyelesaikan Laporan Tugas Jalan Rel dengan baik. Laporan ini disusun sebagai salah satu syarat kelulusan mata kuliah Jalan Rel yang harus dilaksanakan oleh setiap mahasiswa agar dapat mengikuti ujian mata kuliah Jalan Rel. Kami menyadari bahwa terselesainya laporan ini berkat bantuan dan bimbingan dari berbagai pihak. pihak. Untuk itu kami mengucapkan mengucapkan terima kasih kepada: 1. Bapak Ir. Djoko Purwanto, M.S., selaku Dosen Pengampu Tugas Jalan Rel; 2. Bapak Kami Hari Basuki, S.T., M.T., selaku Dosen Pengampu Mata Kuliah Tugas Jalan Rel; 3. Bapak Kami Hari Basuki, S.T., M.T.; Bapak Ir. Moga Narayudha, Sp1.; Bapak Ir. Bambang Pudjianto, M.T.; Bapak Ir. Wahyudi Kushardjoko, M.T.; selaku dosen Mata Kuliah Jalan Rel; 4. Semua pihak yang telah membantu dalam penyusunan laporan Tugas Jalan Rel ini. Kami menyadari bahwa lapoan yang kami buat masih jauh dari sempurna. Untuk itu, kami mengharapkan kritik dan saran yang membangun dari berbagai pihak agar dalam penyusunan laporan berikutnya menjadi lebih baik. Akhir kata, kami berharap laporan yang kami susun ini dapat memberikan manfaat bagi penyusun pada khususnya dan pembaca dan masyarakat pada umumnya.

Semarang,

Juni 2016

Penyusun

DAFTAR ISI

HALAMAN JUDUL..................................................... ........................................................................... ........................................ .................. LEMBAR PENGESAHAN .......................................... ................................................................ ........................................ .................. DAFTAR ISI ........................................... ................................................................. ............................................ ........................................ .................. DAFTAR GAMBAR ......................................... ............................................................... ............................................ ............................. ....... DAFTAR TABEL ........................................... ................................................................. ............................................ ................................ .......... KATA PENGANTAR ........................................... ................................................................. ............................................ ......................... ... BAB I PENDAHULUAN ............................... ..................................................... ............................................ ................................ .......... 1.1. Latar Belakang........................................... ................................................................. ........................................... ..................... 1.2. Maksud dan Tujuan ................................................. ....................................................................... ............................. ....... 1.3. Manfaat ........................................... ................................................................. ............................................ ................................ .......... BAB II METODE PERENCANAAN DAN DESKRIPSI LOKASI .................... 2.1. Metode Perencanaan .................................................... .......................................................................... ......................... ... 2.1.1. Kerangka Pikir ........................................................ .......................................................................... .................. 2.1.2. Standard Perencanaan ..................................................... ............................................................... .......... 2.1.3. Metode Pentahapan Perencanaan ............................................. ............................................. 2.1.4. Kriteria Perencanaan .................................... .......................................................... ............................. ....... 2.2. Deskripsi Lokasi .......................................................... ................................................................................ ......................... ... 2.2.1. Lokasi ............................................ .................................................................. ........................................... ..................... 2.2.2. Identifikasi Masalah ..................................... ........................................................... ............................. ....... 2.2.3. Perumusan Masalah ........................................................... .................................................................. ....... 2.2.4. Pembatasan Masalah ............................................ ................................................................. ..................... BAB III II I PERENCANAAN TRASE JALAN REL .......................... ............................................... ..................... 3.1. Penetapan Kriteria Krite ria Pemilihan Trase ....................................... ..................................................... .............. 3.2. Perencanaan Alternatif Trase Jalan (semua Alternatif) ........................ ........................ 3.2.1. Penetapan Stationing Awal/Akhir ......................................... ............................................ ... 3.2.2. Alinyemen Horizontal (draft) ................................................ ................................................... ... 3.2.3. Alinyemen Vertikal (draft) ................................................ ....................................................... ....... 3.3. Penetapan Alternatif Terpilih ..................................................... ............................................................... .......... BAB IV ANALISIS PERANCANGAN GEOMETRI JALAN TERPILIH .........

4.1. Desain Detail Detai l Alinyemen Horizontal ................................................... ................................................... 4.2. Desain Detail Alinyemen Vertikal (Long Section) .............................. .............................. 4.3. Kesesuaian Alinyemen ............................................................... ......................................................................... .......... 4.4. Penampang Melintang Jalan ................................. ....................................................... ................................ .......... 4.4.1. Ruang Bebas Jalan Rel ................................................... ............................................................. .......... 4.4.2. Titik Awal/Akhir ......................................... ............................................................... ............................. ....... 4.4.3. Mewakili Segmen Jalan Jal an Rel pada Kasus Galian/Timbunan ..... 4.4.4. Titik Penting pada Tikungan .......................................... .................................................... .......... BAB V PERANCANGAN STRUKTUR JALAN REL ....................................... ....................................... 5.1. Rel dan Sambungan Rel ......................................... ............................................................... ............................. ....... 5.2. Penambat .......................................... ................................................................ ............................................ ............................. ....... 5.3. Bantalan ............................................ .................................................................. ............................................ ............................. ....... 5.4. Ballst .......................................... ................................................................ ............................................ .................................... .............. 5.5. Perencanaan Wesel ............................................................ .............................................................................. .................. BAB VI DESAIN DETAIL DRAINASE ........................................... ............................................................. .................. 6.1. Desain Saluran Drainase ......................................... ............................................................... ............................. ....... 6.2. Desain Gorong-Gorong ......................................................... ....................................................................... .............. BAB VII BANGUNAN PELENGKAP JALAN REL ......................................... ......................................... 7.1. Rambu............................................ .................................................................. ............................................ ................................ .......... 7.2. Persilangan Sebidang Jalan Jala n Raya ..................................................... ........................................................ ... 7.3. Penahan Lereng ........................................... ................................................................. ........................................ .................. 7.4. Terowongan .......................................... ................................................................ ............................................ ......................... ... BAB VIII ANALISIS VOLUME MATERIAL......................................... .................................................... ........... 8.1. Spesifikasi Umum ........................................... ................................................................. .................................... .............. 8.2. Analisis Volume ............................................................. .................................................................................. ..................... 8.2.1. Ballast ............................................ .................................................................. ........................................... ..................... 8.2.2. Rel .......................................... ................................................................ ............................................ ............................. ....... 8.2.3. Bantalan dan Tambatan ..................................................... ............................................................ ....... BAB IX KESIMPULAN DAN SARAN ......................................... .............................................................. ..................... 9.1. Kesimpulan ........................................... ................................................................. ............................................ ......................... ... 9.2. Saran .......................................... ................................................................ ............................................ .................................... .............. LAMPIRAN ............................................ .................................................................. ............................................ ........................................ ..................

DAFTAR GAMBAR

Gambar 4.1. Lengkung Lingkaran tapa Lengkung Peralihan Pera lihan.............................. ..............................

......................... Gambar 4.2. Lengkung Lingkaran dengan Lengkung Peralihan ......................... Gambar 4.3. Diagram Peninggian Rel ............................................ ................................................................. ..................... Gambar 4.4. Lengkung Vertikal Berbentuk Lengkung Lingkaran...................... ...................... Gambar 4.5. Lebar Badan Jalan J alan Rel ........................................... ................................................................. ......................... ... Gambar 4.6. Penampang Melintang Jalan Rel Double Track pada Bagian Lurus Gambar 4.7. Penampang Melintang Jalan Rel Double Track pada Lengkungan Gambar 5.1. Gaya-gaya yang Bekerja pada Rel ........................................... .................................................. ....... Gambar 5.2. Penampang Tipikal Rel ......................................... ............................................................... ......................... ... Gambar 5.3. Sambungan Menumpu .................................... .......................................................... ................................ .......... Gambar 5.4. Sambungan Melayang Me layang ............................................................. .................................................................... ....... Gambar 5.5. Penempatan Sambungan Rel (a) Siku (b) ( b) Berselang-seling ...........

...................................................... ..................... Gambar 5.6. Konfigurasi Pelat Penyambung ................................. Gambar 5.7. Pelat Penyambung untuk R42, R50, dan R54 ................................ Gambar 5.8. (a) Mur dan Baut, (b) Tirpon, (c) Paku Rel .................................... .................................... Gambar 5.9. (a) Pelat Landas, (b) Penambat Kaku pada Bantalan Kayu

Menggunakan Pelat Landas, Paku Rel, dan Tirepon..................... ........................................................... .................. Gambar 5.10. Penambat Rel Tipe Dorken......................................... Gambar 5.11. Penmabat Rel Tipe D.E. .................................. ........................................................ ............................. ....... Gambar 5.12. Penambat Rel Pandrol Clip......................................... ........................................................... .................. Gambar 5.13. Penambat Rel Nabla ....................................................... ..................................................................... .............. Gambar 5.14. Penambat Rel Tipe F ............................................... .................................................................... ..................... Gambar 5.15. Penambat Rel Tipe KA-Clip........................................... ......................................................... ..............

............................................................... ..................... Gambar 5.16. Alas Karet (Rubber Pad).......................................... Gambar 5.17. Bantalan Bantal an Beton Blok Ganda .................................................. ......................................................... ....... Gambar 5.18. Penulangan Bantalan Beton Blok Ganda Tipe R.S. ..................... ..................... Gambar 5.19. Bantalan Bantal an Beton Blok Tunggal ...................................................... ...................................................... Gambar 5.20. Distribusi Beban pada Balas ........................................... ......................................................... ..............

............................... Gambar 5.21. (a) Wesel Biasa, dan (b) Skema Wesel Biasa ...............................

Gambar 7.1. (a) Rambu Peringatan Perlintasan Jalur KA Berpintu ....................

(b) Rambu Peringatan Jarak ......................... ............................................... .................................... .............. Gambar 7.2. Rambu Dilarang Berjalan Terus pada Persimpangan Sebidang

Lintasan Kereta Kere ta Api Jalur Ganda ....................................... ..................................................... .............. Jal an Kolektor ............................... ............................... Gambar 7.3. Tipikal Penampang Melintang Jalan Gambar 7.4. Kondisi Dimana Kendaraan Dapat Mengamati Kereta Api atau

Dapat Berhenti ........................................... ................................................................. .................................... ..............

DAFTAR TABEL

Tabel 3.1. Landai Penentu Maksimum ............................................ ................................................................. ..................... Tabel 3.2. Pengelompokan Lintas Berdasar Kelandaian ...................................... ......................................

Tra se Terpilih .......................................... ........................................................ .............. Tabel 3.3. Analisa Pemilihan Trase Tabel 4.1. Jari-Jari Minimum .................................... .......................................................... ........................................... ..................... Tabel 4.2. Peninggian Jalan Rel 1067 mm .......................... ................................................ ................................. ........... Tabel 4.3. Peninggian Jalan Rel 1435 mm .......................... ................................................ ................................. ........... Tabel 4.4. Pelebaran Pele baran Jalan Rel 1067 mm ................................ ...................................................... ............................. ....... Tabel 4.5. Pelebaran Pele baran Jalan Rel 1435 mm ................................ ...................................................... ............................. .......

Ter pilih.......... Tabel 4.6. Koordinasi Alinyemen Horizontal dan Vertikal Trase Terpilih Tabel 4.7. Lebar Badan Jalan Rel............................................ .................................................................. ............................. ....... Tabel 4.8. Penampang Melintang Jalan Rel ........................ .............................................. ................................. ........... Tabel 4.9. Perhitungan Galian & Timbunan Trase 1 STA 0+000 s.d 3+500 ....... Tabel 4.10. Perhitungan Galian & Timbunan Trase 1 STA 3+500 s.d 7+000 ..... Tabel 4.11. Perhitungan Galian & Timbunan Trase 1 STA 7+000 s.d 10+481 ... Tabel 4.12. Perhitungan Galian & Timbunan Trase 2 STA 0+000 s.d 3+500 ..... Tabel 4.13. Perhitungan Galian & Timbunan Trase 2 STA 3+500 s.d 7+000 ..... Tabel 4.14. Perhitungan Galian & Timbunan Trase 2 STA 7+000 s.d 10+481 ... Tabel 5.1. Komposisi Kimia Rel ............................... ..................................................... ........................................... ..................... Tabel 5.2. Dimensi Geometri Rel ............................................ .................................................................. ............................. .......

........................................................... .................. Tabel 5.3. Panjang Minimum Rel Panjang......................................... Tabel 5.4. Kelas Kela s Jalan Ja lan dan Tipe Relnya ............................................. ............................................................... .................. Tabel 5.5. Panjang Daerah Muai Rel ..................................................... ................................................................... .............. Tabel 5.6. Besar Celah untuk Semua Tipe Rel pada Sambungan Standar dan Rel

Pendek .......................................... ................................................................ ............................................ ................................. ........... Tabel 5.7. Besar Celah untuk Sambungan Rel Panjang pada Bantalan Beton ..... Tabel 5.8. Batas Suhu Pemasangan Rel Standar dan Rel Pendek ........................ ........................ Tabel 5.9. Gradasi Lapisan Balas Atas........................................... ................................................................. ......................

........................................................... .................. Tabel 5.10. Gradasi Lapisan Balas Bawah ......................................... Tabel 5.11. Dimensi Bantalan Kayu & Toleransinya di Indonesia ......................

Tabel 5.12. Tangen Sudut Simpang Arah, Nomor Wesel, & Kec. Izin ............... Tabel 6.1. Bahan Saluran dan Kecepatan Perancangan ....................................... Tabel 6.2. Koefisiensi Koefisie nsi Kekerasan Kekeras an Berdasar Kondisi ......................................... ............................................ ... Tabel 6.3. Koefisien Aliran Berdasar Kondisi ................................ ..................................................... .....................

............................................... ... Tabel 6.4. Harga C Tergantung Tata Guna Tanah ............................................ Tabel 6.5. Masa Ulang Hujan ........................................... ................................................................. .................................... .............. Tabel 6.6. Intensitas Curah Hujan ............................. ................................................... ........................................... .....................

Laporan Tugas Jalan Rel

Tabel

Asisten Dosen: Ir. Djoko Purwanto, M.S.

4.9. Perhitungan Galian dan Timbunan Trase 1 STA 2

STA 0+000 0+100 0+200 0+300 0+400 0+500 0+600 0+700 0+800 0+900 1+000 1+100 1+200 1+300 1+400 1+500 1+600 1+700 1+800 1+900 2+000 2+100 2+200 2+300 2+400 2+500 2+600 2+700 2+800 2+900 3+000 3+100 3+200 3+300 3+400 3+500

Luas (m ) Jarak (m) Galia Galian n Timbun Timbunan an 100.000 1.8 0 0 3.83 100.000 0 10.94 100.000 100.000 0 42.23 100.000 46.89 0 0 88.82 100.000 0 133.61 100.000 100.000 164.68 0 122.33 0 100.000 122.33 0 100.000 100.000 122.33 0 122.33 0 100.000 122.33 0 100.000 100.000 211.98 0 124.22 0 100.000 123.81 0 100.000 100.000 123.17 0 125.56 0 100.000 134.38 0 100.000 100.000 139.22 0 100.000 93.5 0 13.77 0 100.000 100.000 0 114.94 100.000 0 108.44 0 48.89 100.000 100.000 0 25.15 100.000 0 1.34 100.000 0 39.6 0 106.73 100.000 100.000 0 26.71 100.000 25.52 0 84.2 0 100.000 87.86 0 100.000 100.000 43.63 0 34.24 0 100.000 87.86 0 100.000

Aji Santiko (21010113120008) Tri Kumala Hasan (21010113120017)


0+000

3

Volume (m ) Gali Galian an

Tim Timbuna bunan n

90.00 0.00 0.00 2344.50 2344 2344.5 .50 0 0.00 0.00 8234 8234.0 .00 0 14350.30 12232.61 12232.61 12232.61 12232.61 16715.30 16810.00 12401.50 12349.00 12436.50 12997.00 13680.00 11636.00 5363.50 688.5 88.50 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1276.00 5486.00 8603.00 6574.50 3893.50 6105.00

191.50 738.50 2658.50 2111.50 4441 4441.0 .00 0 1112 11121. 1.50 50 6680 6680.5 .50 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5747 5747.0 .00 0 1116 11169. 9.00 00 7866.50 3702.00 1324.50 2047.00 7316.50 6672.00 1335.50 0.00 0.00 0.00 0.00 0.00

s.d 3+500 3

Kumulatif Volume (m ) Galian lian

Tim Timbunan unan

90.00 90.00 90.00 2434 2434.5 .50 0 4779 4779.0 .00 0 4779 4779.0 .00 0 1301 13013. 3.00 00 2736 27363. 3.30 30 3959 39595. 5.91 91 5182 51828. 8.52 52 6406 64061. 1.13 13 7629 76293. 3.74 74 9300 93009. 9.04 04 1098 109819 19.0 .04 4 1222 122220 20.5 .54 4 1345 134569 69.5 .54 4 1470 147006 06.0 .04 4 1600 160003 03.0 .04 4 1736 173683 83.0 .04 4 1853 185319 19.0 .04 4 1906 190682 82.5 .54 4 1913 191371 71.0 .04 4 1913 191371 71.0 .04 4 1913 191371 71.0 .04 4 1913 191371 71.0 .04 4 1913 191371 71.0 .04 4 1913 191371 71.0 .04 4 1913 191371 71.0 .04 4 1913 191371 71.0 .04 4 1926 192647 47.0 .04 4 1981 198133 33.0 .04 4 2067 206736 36.0 .04 4 2133 213310 10.5 .54 4 2172 217204 04.0 .04 4 2233 223309 09.0 .04 4

191.50 930.00 3588.50 5700 5700.0 .00 0 1014 10141. 1.00 00 2126 21262. 2.50 50 2794 27943. 3.00 00 2794 27943. 3.00 00 2794 27943. 3.00 00 2794 27943. 3.00 00 2794 27943. 3.00 00 2794 27943. 3.00 00 2794 27943. 3.00 00 2794 27943. 3.00 00 2794 27943. 3.00 00 2794 27943. 3.00 00 2794 27943. 3.00 00 2794 27943. 3.00 00 2794 27943. 3.00 00 2794 27943. 3.00 00 2794 27943. 3.00 00 3369 33690. 0.00 00 4485 44859. 9.00 00 5272 52725. 5.50 50 5642 56427. 7.50 50 5775 57752. 2.00 00 5979 59799. 9.00 00 6711 67115. 5.50 50 7378 73787. 7.50 50 7512 75123. 3.00 00 7512 75123. 3.00 00 7512 75123. 3.00 00 7512 75123. 3.00 00 7512 75123. 3.00 00 7512 75123. 3.00 00

Abdul Haris Baihaqi (21010113120032) (21010113120032) Heru Setiawan (21010113120079) (21010113120079)




Tabel 4.10. Perhitungan Galian dan Timbunan Trase 1 STA 3+500 s.d 7+000 2

STA 3+500 3+600 3+700 3+800 3+900 4+000 4+100 4+200 4+300 4+400 4+500 4+600 4+700 4+800 4+900 5+000 5+100 5+200 5+300 5+400 5+500 5+600 5+700 5+800 5+900 6+000 6+100 6+200 6+300 6+400 6+500 6+600 6+700 6+800 6+900 7+000

Luas (m ) Gali Galian an Timb Timbun unan an 8 7. 8 6 0 0 2.93 2 8 .2 8 0 6 4 .9 7 0 5 0. 8 7 0 8 7 .9 1 0 8 8 .2 9 0 3 3 .8 5 0 0 12.53 0 46.74 0 7 9. 1 0 18.8 7 8. 4 8 0 4 3 .7 1 0 6 2 .0 8 0 5 0 .5 2 0 4 8 .8 8 0 34.7 0 142.31 0 120.72 0 298.63 0 654.12 0 618.95 0 299.75 0 169.07 0 9 7 .9 8 0 1 3. 7 3 0 1 .7 9 0 3 7 .4 2 0 118.84 0 221.86 0 313 0 216.2 0 204 0 471.26 0 332.59 0

3

Jarak (m)

Gali Galian an 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 10 100.000 100.000 100.000 100.000 10 100.000 100.000



Volume (m ) Timbu imbuna nan n

4393.00 1414.00 4662.50 5792.00 6939.00 8810.00 6107.00 1692.50 0.00 0.00 0.00 0.00 3924.00 6109.50 5289.50 5630.00 4970.00 4179.00 8850.50 13151.50 20967.50 47637.50 63653.50 45935.00 23441.00 13352.50 5585.50 776.00 1960.50 7813.00 17035.00 26 26743.00 26460.00 21010.00 33763.00 40192.50

146.50 146.50 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 626.50 2963.50 6292 6292..00 4895.00 940.00 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0. 0 0 0 .0 0 0 .0 0 0 .0 0 0.0 0 0.00 0.00 0.00 0.00

3

Kumulatif Volume (m ) Gali Galian an

Tim Timbuna bunan n

2277 227702 02.0 .04 4 229116.04 2337 233778 78.5 .54 4 239570.54 2465 246509 09.5 .54 4 255319.54 2614 261426 26.5 .54 4 263119.04 2631 263119 19.0 .04 4 263 263119. 119.0 04 2631 263119 19.0 .04 4 267043.04 2731 273152 52.5 .54 4 278442.04 2840 284072 72.0 .04 4 289042.04 2932 293221 21.0 .04 4 302071.54 3152 315223 23.0 .04 4 336190.54 3838 383828 28.0 .04 4 447481.54 4934 493416 16.5 .54 4 516857.54 5302 530210 10.0 .04 4 535795.54 5365 536571 71.5 .54 4 538532.04 5463 546345 45.0 .04 4 563380.04 590123.04 616583.04 637593.04 671356.04 711548.54

7526 75269. 9.50 50 75416.00 7541 75416. 6.00 00 75416.00 7541 75416. 6.00 00 75416.00 7541 75416. 6.00 00 76042.50 7900 79006. 6.00 00 8529 85298. 8.0 00 9019 90193. 3.00 00 91133.00 9113 91133. 3.00 00 91133.00 9113 91133. 3.00 00 91133.00 9113 91133. 3.00 00 91133.00 9113 91133. 3.00 00 91133.00 9113 91133. 3.00 00 91133.00 9113 91133. 3.00 00 91133.00 9113 91133. 3.00 00 91133.00 9113 91133. 3.00 00 91133.00 9113 91133. 3.00 00 91133.00 91133.00 91133.00 91133.00 91133.00 91133.00





Tabel 4.11. Perhitungan Galian dan Timbunan Trase 1 STA 7+000 s .d 10+480.76 2

STA 7+000 7+100 7+200 7+300 7+400 7+500 7+600 7+700 7+800 7+900 8+000 8+100 8+200 8+300 8+400 8+500 8+600 8+700 8+800 8+900 9+000 9+100 9+200 9+300 9+400 9+500 9+600 9+700 9+800 9+900 10+000 10+100 10+200 10+300 10+400 10+480.76

Luas (m ) Galia Galian n Timbu Timbunan nan 471.26 0 332.59 0 360.71 0 238.88 0 108.04 0 18.03 0 51.84 0 303.03 0 189.24 0 134.49 0 68.02 0 163.80 0 226.65 0 64.23 0 0 16.43 0 31.75 16.29 0 0 60.1 0 74.26 0 19.46 0.44 3.9 16.34 0 0 58.88 1.6 0.87 16.67 0 17.23 0 42.93 0 99.43 0 9.36 0 2.96 0 38.11 0 0 38.52 0 105.15 0 84.85 0 6.97 1.87 0

3

Jarak (m)

Gali Galian an 100.000 10 100.000 10 100.000 100.000 100.000 100.000 100.000 100.000 10 100.000 100.000 100.000 10 100.000 10 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 10 1 00.000 100.000 100.000 80.760



Volume (m ) Timb Timbun unan an

40192.50 34665.00 29979.50 17346.00 6303.50 3493.50 17743.50 24613.50 16186.50 10125.50 11591.00 19522.50 14544.00 3211.50 0.00 .00 814.5 4.50 814.50 4.50 0.00 0.00 0.00 22.00 839. 839.00 00 817 817.00 .00 80.0 80.00 0 913.50 1695.00 3008.00 7118.00 5439.50 616.00 2053.50 1905 1905.5 .50 0 0.00 0.00 0.00 0.00 93.50 .50

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 821.50 240 2409.00 9.00 1587. 587.50 50 3005 005.00 .00 6718.00 4686 4686.0 .00 0 1168.00 195 195.00 .00 2944.0 44.00 0 2987 2987.5 .50 0 43.50 0.00 0.00 0.00 0.00 0.00 0.00 1926 1926.0 .00 0 7183.50 9500 9500.0 .00 0 4591.00 348.5 48.50 0

3

Kumulatif Volume (m ) Galia lian 751741.04 7864 786406 06.0 .04 4 816385.54 8337 833731 31.5 .54 4 840035.04 8435 843528 28.5 .54 4 861272.04 8858 885885 85.5 .54 4 902072.04 9121 912197 97.5 .54 4 923788.54 9433 943311 11.0 .04 4 957855.04 9610 961066 66.5 .54 4 961 961066 066.54 .54 9618 961881 81.0 .04 4 96269 62695 5.54 .54 962695.5 962695.54 4 9626 962695 95.5 .54 4 962717.5 962717.54 4 9635 63556.5 56.54 4 964373.5 964373.54 4 9644 964453 53.5 .54 4 965367.0 965367.04 4 967062.04 970070.0 970070.04 4 977188.04 982627.5 982627.54 4 98 983243.54 985297.0 985297.04 4 9872 987202 02.5 .54 4 98720 987202.5 2.54 4 9872 987202 02.5 .54 4 987202.5 987202.54 4 987 987296. 296.04 04

Tim Timbunan nan 91133.00 9113 91133. 3.00 00 91133.00 9113 91133. 3.00 00 91133.00 9113 91133. 3.00 00 91133.00 9113 91133. 3.00 00 91133.00 9113 91133. 3.00 00 91133.00 9113 91133. 3.00 00 91133.00 9195 91954. 4.50 50 94363 4363.5 .50 0 9595 95951. 1.00 00 9895 8956.00 6.00 105674.0 105674.00 0 1103 110360 60.0 .00 0 111528.0 111528.00 0 11172 11723 3.00 .00 114667.0 114667.00 0 1176 117654 54.5 .50 0 117698.0 117698.00 0 11 117698.00 117698.0 117698.00 0 11 117698.00 117698.0 117698.00 0 11 117698.00 117698.0 117698.00 0 1196 119624 24.0 .00 0 12680 126807.5 7.50 0 1363 136307 07.5 .50 0 140898.5 140898.50 0 14124 1247.00 7.00






STA 0+000 0+100 0+200 0+300 0+400 0+500 0+600 0+700 0+800 0+900 1+000 1+100 1+200 1+300 1+400 1+500 1+600 1+700 1+800 1+900 2+000 2+100 2+200 2+300 2+400 2+500 2+600 2+700 2+800 2+900 3+000 3+100 3+200 3+300 3+400 3+500

Luas (m ) Gali Galian an Timbu Timbunan nan 1.8 0 2.68 0 0 4. 4 7 0 98.64 0.11 4.84 9.53 0 39.19 0 405.21 0 122.33 0 122.33 0 122.33 0 122.33 0 122.33 0 122.33 0 122.33 0 525.9 0 400.94 0 432.2 0 363.96 0 142.85 0 77.39 0 265.34 0 351.28 0 229.87 0 77.77 0 0 127.29 0 112.09 0 68.39 2.49 0 9.17 0 67.34 0 14.06 0 0 5.68 36.05 0 0 30.87 0 56.02

3

Jarak (m)

Gal Galian ian 100.000 100.000 100.000 100.000 10 100.000 100.000 100.000 10 100.000 100.000 100.000 10 100.000 10 100.000 100.000 100.000 10 100.000 100.000 100.000 100.000 100.000 100.000 100.000 10 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000



Volume (m ) Timb Timbun unan an

224.00 134.00 0.00 5.50 482.00 2436.00 22220.00 26376.80 12232.61 12232.61 12232.61 12232.61 12232.61 12232.61 32411.30 46342.00 41657.00 39808.00 25340.50 11012.00 17136.50 30831.00 29057.50 15382.00 3888. 88.50 0.00 0.00 0.00 0.00 124. 24.50 583.00 3825.50 4070.00 703.00 1802 1802..50 180 1802.5 2.50 0.00 0.00

0.00 223.50 5155.50 5174.00 242.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6364. 64.50 1196 11969. 9.00 00 9024. 24.00 3419 3419..50 0.00 0.00 0.00 284.00 284. 84.00 154 1543.50 3.50 434 4344.50 4.50

3

Kumulatif Volume (m ) Gal Galian ian

Timbu imbuna nan n

224.00 358.00 358.00 363. 363.50 50 845.50 3281 3281.5 .50 0 25501.50 5187 51878. 8.30 30 64110.91 7634 76343. 3.52 52 88576.13 1008 100808 08.7 .74 4 113041.34 1252 125273 73.9 .95 5 157685.25 2040 204027 27.2 .25 5 245684.25 2854 285492 92.2 .25 5 310832.75 3218 321844 44.7 .75 5 338981.25 3698 369812 12.2 .25 5 398869.75 4142 414251 51.7 .75 5 418140 8140..25 4181 418140 40.2 .25 5 41814 8140.25 0.25 4182 418264 64.7 .75 5 418847.75 4226 422673 73.2 .25 5 426743.25 4274 427446 46.2 .25 5 4292 42924 48.75 8.75 4310 431051 51.2 .25 5 4310 43105 51.25 1.25

0.00 223.50 5379.00 1055 10553. 3.00 00 10795.00 1079 10795. 5.00 00 10795.00 1079 10795. 5.00 00 10795.00 1079 10795. 5.00 00 10795.00 1079 10795. 5.00 00 10795.00 1079 10795. 5.00 00 10795.00 1079 10795. 5.00 00 10795.00 1079 10795. 5.00 00 10795.00 1079 10795. 5.00 00 10795.00 1079 10795. 5.00 00 10795.00 1079 10795. 5.00 00 17159 159.50 2912 29128. 8.50 50 3815 38152 2.50 4157 41572. 2.00 00 41572.00 4157 41572. 2.00 00 41572.00 4185 41856. 6.00 00 421 42140. 40.00 4368 43683. 3.50 50 480 48028. 28.00






STA 3+500 3+600 3+700 3+800 3+900 4+000 4+100 4+200 4+300 4+400 4+500 4+600 4+700 4+800 4+900 5+000 5+100 5+200 5+300 5+400 5+500 5+600 5+700 5+800 5+900 6+000 6+100 6+200 6+300 6+400 6+500 6+600 6+700 6+800 6+900 7+000

Luas (m ) Gali Galian an Timb Timbuna unan n 0 56.02 0. 0 .84 2.52 0 31.33 0.00 48.96 0.00 54.25 0.00 39.58 2.64 0 73.34 0 119.44 0 0 10.48 0 44.25 27.03 0 71.31 0 193.72 0 321.5 0 1169.66 0 122.33 0 122.33 0 122.33 0 290.16 0 31.66 0 42.33 0 57.48 0 75.08 0 54.14 0 7.34 0 77.39 0 111.85 0 14.38 0 3. 3 .12 1.57 28.39 0 37.61 0 32.78 0 128.37 0 153.06 0 8.17 0

3

Jarak (m)

Gali Galian an 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 10 100.000 100.000 100.000 10 100.000 100.000 100.000 10 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 10 100.000 100.000 100.000 100.000 100.000 100.000 10 100.000 10 100.000 100.000



Volume (m ) Timbu imbuna nan n

42.00 2.00 42.00 0.0 0.00 0.00 0.00 0.00 132 132.00 3799.00 9639.00 5972. 72.00 0.00 1351 1351.5 .50 0 4917.00 13251.50 25761.00 74558.00 64599.30 12232.61 12232.61 20624.30 16091.00 3699.50 4990.50 6628.00 6461.00 3074.00 4236.50 9462.00 6311.50 875.00 1575.50 3300.00 3519.50 8057.50 14071.50 8061.50

2927. 27.00 1692.50 4014. 14.50 5160.50 4691. 91.50 1979. 79.00 0.00 0.00 524 524.00 2736.50 2212 2212.5 .50 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 78.50 78.50 0.00 0.00 0.00 0.00 0.00

3

Kumulatif Volume (m ) Gali Galian an 223351 3351..04 2233 223393 93.0 .04 4 223393 3393..04 2233 223393 93.0 .04 4 22339 3393.0 3.04 2235 223525 25.0 .04 4 227324.04 2369 236963 63.0 .04 4 2429 24293 35.0 5.04 2429 242935 35.0 .04 4 2442 244286 86..54 249203. 249203.54 54 26 262455.04 288216. 288216.04 04 36 362774.04 427373. 427373.34 34 43 439605.95 451838. 451838.56 56 47 472462.86 488553. 488553.86 86 49 492253.36 497243. 497243.86 86 50 503871.86 510332. 510332.86 86 51 513406.86 517643. 517643.36 36 52 527105.36 533416. 533416.86 86 534291.86 535867. 535867.36 36 53 539167.36 542686. 542686.86 86 55 550744.36 564815. 564815.86 86 57 572877.36

Timbu imbuna nan n 78050 050.00 7974 79742. 2.50 50 83757 757.00 8891 88917. 7.50 50 9360 93609 9.00 9558 95588. 8.00 00 95588.00 9558 95588. 8.00 00 9611 96112 2.00 9884 98848. 8.50 50 1010 101061 61.0 .00 0 101061.0 101061.00 0 10 101061.00 101061.0 101061.00 0 10 101061.00 101061.0 101061.00 0 10 101061.00 101061.0 101061.00 0 10 101061.00 101061.0 101061.00 0 10 101061.00 101061.0 101061.00 0 10 101061.00 101061.0 101061.00 0 10 101061.00 101061.0 101061.00 0 10 101061.00 101061.0 101061.00 0 101139.50 101218.0 101218.00 0 10 101218.00 101218.0 101218.00 0 10 101218.00 101218.0 101218.00 0 10 101218.00





Tabel 4.14. Perhitungan Galian dan Timbunan Trase 2 STA 7+000 s.d 10+480.76 2

STA 7+000 7+100 7+200 7+300 7+400 7+500 7+600 7+700 7+800 7+900 8+000 8+100 8+200 8+300 8+400 8+500 8+600 8+700 8+800 8+900 9+000 9+100 9+200 9+300 9+400 9+500 9+600 9+700 9+800 9+900 10+000 10+100 10+200 10+300 10+400 10+481.09

Luas (m ) Jarak (m) Gali Galian an Timbu Timbunan nan 8.17 0 100.000 149.05 0 100.000 189.15 0 10 100.000 138.35 0 10 100.000 29.97 0 100.000 13.81 0 100.000 28.78 0 100.000 0 17.57 100.000 0.00 11.43 100.000 0.66 0.27 10 100.000 38.78 0 100.000 149.80 0 100.000 30.40 0 100.000 52.18 0 100.000 16.6 0 100.000 0 15.18 100.000 0 52.45 100.000 0 23.06 100.000 25.76 0 100.000 34.22 0 100.000 30.54 0 100.000 19.91 0 100.000 38.99 0 100.000 10.35 0 100.000 0 14.1 100.000 120.34 0 100.000 35.85 0 100.000 4.89 0 100.000 0 50.35 100.000 13.97 0 100.000 33.15 0 100.000 0 14.89 100.000 0 52.45 100.000 0 52.45 100.000 0 8.16 100.000 1.87 0 81.090


3

Volume (m ) Gal Galian ian 7861.00 16910.00 16375.00 8416.00 2189.00 2129.50 1439 439.00 0.00 33.00 1972.00 9429.00 9010.00 4129.00 3439.00 830.00 0.00 0.00 0.00 1288 288.00 2999.00 3238.00 2522.50 2945.00 2467.00 517.50 6017 017.00 7809.50 2037.00 244 244.50 698. 698.50 50 2356.00 1657. 57.50 0.00 0.00 0.00 0.00 93.50

Timb Timbun unan an 0.00 0.00 0.00 0.00 0.00 0.00 878.50 8.50 1450.00 585.00 13.50 0.00 0.00 0.00 0.00 759.00 3381.50 3775 3775.5 .50 0 1153 153.00 0.00 0.00 0.00 0.00 0.00 705.00 705 705.00 0.00 0.00 2517. 17.50 2517 2517.5 .50 0 0.00 744 744.50 3367.00 5245 5245.0 .00 0 3030.50 408. 08.00

3

Kumulatif Volume (m ) Gali Galian an 719409.54 7363 736319 19.5 .54 4 752694.54 7611 761110 10.5 .54 4 763299.54 7654 765429 29.0 .04 4 766 7668 868. 68.04 7668 766868 68.0 .04 4 7 66 66901.04 7688 768873 73.0 .04 4 778302.04 7873 787312 12.0 .04 4 791441.04 7948 794880 80.0 .04 4 795710.04 7957 795710 10.0 .04 4 7957 795710 10.0 .04 4 796998.0 796998.04 4 79 799997.04 803235.0 803235.04 4 80 805757.54 808702.5 808702.54 4 81 811169.54 811687.0 811687.04 4 8177 17704. 04.04 825513.5 825513.54 4 82 827550.54 827795.0 827795.04 4 8284 828493 93.5 .54 4 830849. 830849.54 54 83250 2507.0 7.04 832507. 832507.04 04 8325 832507 07..04 832507. 832507.04 04 832 832600. 600.54 54

Timb Timbun unan an 91133.00 9113 91133. 3.00 00 91133.00 9113 91133. 3.00 00 91133.00 9113 91133. 3.00 00 9201 2011.50 1.50 9346 93461. 1.50 50 94046.50 9406 94060. 0.00 00 94060.00 9406 94060. 0.00 00 94060.00 9406 94060. 0.00 00 94819.00 9820 98200. 0.50 50 1019 101976 76.0 .00 0 103129. 103129.00 00 10 103129.00 103129. 103129.00 00 10 103129.00 103129. 103129.00 00 10 103129.00 103834.0 103834.00 0 10453 04539 9.00 104539.0 104539.00 0 10 104539.00 107056.5 107056.50 0 1095 109574 74.0 .00 0 109574.0 109574.00 0 1103 10318. 18.50 113685.5 113685.50 0 1189 118930 30.5 .50 0 121961. 121961.00 00 12236 2369.00 9.00



Aji Santiko (21010113120008) (21010113120008) Tri Kumala Hasan (21010113120017) (21010113120017)



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