LAPORAN TUGAS BESAR JALAN REL
LAPORAN TUGAS
JALAN REL
TKS282P
DISUSUN OLEH :
Aji Santiko – 21010113120008
Tri Kumala Hasan – 21010113120017
Abdul Haris Baihaqi – 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
Abdul Haris Baihaqi – 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. Untuk itu kami 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 PERENCANAAN TRASE JALAN REL ...............................................
3.1. Penetapan Kriteria 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 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 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 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..............................
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 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 ....................................................................
Gambar 5.5. Penempatan Sambungan Rel (a) Siku (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 Beton Blok Ganda .........................................................
Gambar 5.18. Penulangan Bantalan Beton Blok Ganda Tipe R.S. .....................
Gambar 5.19. Bantalan 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 Api Jalur Ganda .....................................................
Gambar 7.3. Tipikal Penampang Melintang Jalan Kolektor ...............................
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 ......................................
Tabel 3.3. Analisa Pemilihan Trase Terpilih ........................................................
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 Jalan Rel 1067 mm .............................................................
Tabel 4.5. Pelebaran Jalan Rel 1435 mm .............................................................
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 Jalan 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 Kekerasan 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
Asisten Dosen: Ir. Djoko Purwanto, M.S.
Tabel 4.9. Perhitungan Galian dan Timbunan Trase 1 STA 0+000 s.d 3+500
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 (m2)
Jarak (m)
Galian Timbunan
100.000
1.8
0
100.000
0
3.83
100.000
0
10.94
100.000
0
42.23
100.000
46.89
0
100.000
0
88.82
100.000
0
133.61
100.000
164.68
0
100.000
122.33
0
100.000
122.33
0
100.000
122.33
0
100.000
122.33
0
100.000
122.33
0
100.000
211.98
0
100.000
124.22
0
100.000
123.81
0
100.000
123.17
0
100.000
125.56
0
100.000
134.38
0
100.000
139.22
0
100.000
93.5
0
100.000
13.77
0
100.000
0
114.94
100.000
0
108.44
100.000
0
48.89
100.000
0
25.15
100.000
0
1.34
100.000
0
39.6
100.000
0
106.73
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
100.000
34.24
0
100.000
87.86
0
Aji Santiko
(21010113120008)
Tri Kumala Hasan (21010113120017)
3
Volume (m )
Galian
90.00
0.00
0.00
2344.50
2344.50
0.00
8234.00
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
688.50
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
Timbunan
191.50
738.50
2658.50
2111.50
4441.00
11121.50
6680.50
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
0.00
5747.00
11169.00
7866.50
3702.00
1324.50
2047.00
7316.50
6672.00
1335.50
0.00
0.00
0.00
0.00
0.00
3
Kumulatif Volume (m )
Galian
Timbunan
90.00
90.00
90.00
2434.50
4779.00
4779.00
13013.00
27363.30
39595.91
51828.52
64061.13
76293.74
93009.04
109819.04
122220.54
134569.54
147006.04
160003.04
173683.04
185319.04
190682.54
191371.04
191371.04
191371.04
191371.04
191371.04
191371.04
191371.04
191371.04
192647.04
198133.04
206736.04
213310.54
217204.04
223309.04
Abdul Haris Baihaqi (21010113120032)
Heru Setiawan
(21010113120079)
191.50
930.00
3588.50
5700.00
10141.00
21262.50
27943.00
27943.00
27943.00
27943.00
27943.00
27943.00
27943.00
27943.00
27943.00
27943.00
27943.00
27943.00
27943.00
27943.00
27943.00
33690.00
44859.00
52725.50
56427.50
57752.00
59799.00
67115.50
73787.50
75123.00
75123.00
75123.00
75123.00
75123.00
75123.00
Laporan Tugas Jalan Rel
Asisten Dosen: Ir. Djoko Purwanto, M.S.
Tabel 4.10. Perhitungan Galian dan Timbunan Trase 1 STA 3+500 s.d 7+000
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
2
Luas (m )
Jarak (m)
Galian Timbunan
100.000
87.86
0
100.000
0
2.93
100.000
28.28
0
100.000
64.97
0
100.000
50.87
0
100.000
87.91
0
100.000
88.29
0
100.000
33.85
0
100.000
0
12.53
100.000
0
46.74
100.000
0
79.1
100.000
0
18.8
100.000
78.48
0
100.000
43.71
0
100.000
62.08
0
100.000
50.52
0
100.000
48.88
0
100.000
34.7
0
100.000
142.31
0
100.000
120.72
0
100.000
298.63
0
100.000
654.12
0
100.000
618.95
0
100.000
299.75
0
100.000
169.07
0
100.000
97.98
0
100.000
13.73
0
100.000
1.79
0
100.000
37.42
0
100.000
118.84
0
100.000
221.86
0
100.000
313
0
100.000
216.2
0
100.000
204
0
100.000
471.26
0
100.000
332.59
0
Aji Santiko
(21010113120008)
Tri Kumala Hasan (21010113120017)
Volume (m3)
Galian
4393.00
1414.00
4662.50
5792.00
6939.00
8810.00
6107.00
1692.50
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
26743.00
26460.00
21010.00
33763.00
40192.50
Timbunan
146.50
146.50
0.00
0.00
0.00
0.00
0.00
626.50
2963.50
6292.00
4895.00
940.00
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
0.00
0.00
0.00
0.00
Kumulatif Volume (m3)
Galian
Timbunan
227702.04
229116.04
233778.54
239570.54
246509.54
255319.54
261426.54
263119.04
263119.04
263119.04
263119.04
267043.04
273152.54
278442.04
284072.04
289042.04
293221.04
302071.54
315223.04
336190.54
383828.04
447481.54
493416.54
516857.54
530210.04
535795.54
536571.54
538532.04
546345.04
563380.04
590123.04
616583.04
637593.04
671356.04
711548.54
Abdul Haris Baihaqi (21010113120032)
Heru Setiawan
(21010113120079)
75269.50
75416.00
75416.00
75416.00
75416.00
75416.00
75416.00
76042.50
79006.00
85298.00
90193.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
Laporan Tugas Jalan Rel
Asisten Dosen: Ir. Djoko Purwanto, M.S.
Tabel 4.11. Perhitungan Galian dan Timbunan Trase 1 STA 7+000 s.d 10+480.76
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 (m2)
Jarak (m)
Galian Timbunan
100.000
471.26
0
100.000
332.59
0
100.000
360.71
0
100.000
238.88
0
100.000
108.04
0
100.000
18.03
0
100.000
51.84
0
100.000
303.03
0
100.000
189.24
0
100.000
134.49
0
100.000
68.02
0
100.000
163.80
0
100.000
226.65
0
100.000
64.23
0
100.000
0
16.43
100.000
0
31.75
100.000
16.29
0
100.000
0
60.1
100.000
0
74.26
100.000
0
19.46
100.000
0.44
3.9
100.000
16.34
0
100.000
0
58.88
100.000
1.6
0.87
100.000
16.67
0
100.000
17.23
0
100.000
42.93
0
100.000
99.43
0
100.000
9.36
0
100.000
2.96
0
100.000
38.11
0
100.000
0
38.52
100.000
0
105.15
100.000
0
84.85
100.000
0
6.97
80.760
1.87
0
Aji Santiko
(21010113120008)
Tri Kumala Hasan (21010113120017)
Volume (m3)
Galian
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
814.50
814.50
0.00
0.00
22.00
839.00
817.00
80.00
913.50
1695.00
3008.00
7118.00
5439.50
616.00
2053.50
1905.50
0.00
0.00
0.00
93.50
Timbunan
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
2409.00
1587.50
3005.00
6718.00
4686.00
1168.00
195.00
2944.00
2987.50
43.50
0.00
0.00
0.00
0.00
0.00
0.00
1926.00
7183.50
9500.00
4591.00
348.50
Kumulatif Volume (m3)
Galian
751741.04
786406.04
816385.54
833731.54
840035.04
843528.54
861272.04
885885.54
902072.04
912197.54
923788.54
943311.04
957855.04
961066.54
961066.54
961881.04
962695.54
962695.54
962695.54
962717.54
963556.54
964373.54
964453.54
965367.04
967062.04
970070.04
977188.04
982627.54
983243.54
985297.04
987202.54
987202.54
987202.54
987202.54
987296.04
Timbunan
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91954.50
94363.50
95951.00
98956.00
105674.00
110360.00
111528.00
111723.00
114667.00
117654.50
117698.00
117698.00
117698.00
117698.00
117698.00
117698.00
117698.00
119624.00
126807.50
136307.50
140898.50
141247.00
Abdul Haris Baihaqi (21010113120032)
Heru Setiawan
(21010113120079)
Laporan Tugas Jalan Rel
Asisten Dosen: Ir. Djoko Purwanto, M.S.
Tabel 4.12. Perhitungan Galian dan Timbunan Trase 2 STA 0+000 s.d 3+500
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 (m2)
Jarak (m)
Galian Timbunan
100.000
1.8
0
100.000
2.68
0
100.000
0
4.47
100.000
0
98.64
100.000
0.11
4.84
100.000
9.53
0
100.000
39.19
0
100.000
405.21
0
100.000
122.33
0
100.000
122.33
0
100.000
122.33
0
100.000
122.33
0
100.000
122.33
0
100.000
122.33
0
100.000
122.33
0
100.000
525.9
0
100.000
400.94
0
100.000
432.2
0
100.000
363.96
0
100.000
142.85
0
100.000
77.39
0
100.000
265.34
0
100.000
351.28
0
100.000
229.87
0
100.000
77.77
0
100.000
0
127.29
100.000
0
112.09
100.000
0
68.39
100.000
2.49
0
100.000
9.17
0
100.000
67.34
0
100.000
14.06
0
100.000
0
5.68
100.000
36.05
0
100.000
0
30.87
100.000
0
56.02
Aji Santiko
(21010113120008)
Tri Kumala Hasan (21010113120017)
Volume (m3)
Galian
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
3888.50
0.00
0.00
124.50
583.00
3825.50
4070.00
703.00
1802.50
1802.50
0.00
Timbunan
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
6364.50
11969.00
9024.00
3419.50
0.00
0.00
0.00
284.00
284.00
1543.50
4344.50
Kumulatif Volume (m3)
Galian
Timbunan
224.00
358.00
358.00
363.50
845.50
3281.50
25501.50
51878.30
64110.91
76343.52
88576.13
100808.74
113041.34
125273.95
157685.25
204027.25
245684.25
285492.25
310832.75
321844.75
338981.25
369812.25
398869.75
414251.75
418140.25
418140.25
418140.25
418264.75
418847.75
422673.25
426743.25
427446.25
429248.75
431051.25
431051.25
Abdul Haris Baihaqi (21010113120032)
Heru Setiawan
(21010113120079)
0.00
223.50
5379.00
10553.00
10795.00
10795.00
10795.00
10795.00
10795.00
10795.00
10795.00
10795.00
10795.00
10795.00
10795.00
10795.00
10795.00
10795.00
10795.00
10795.00
10795.00
10795.00
10795.00
10795.00
17159.50
29128.50
38152.50
41572.00
41572.00
41572.00
41572.00
41856.00
42140.00
43683.50
48028.00
Laporan Tugas Jalan Rel
Asisten Dosen: Ir. Djoko Purwanto, M.S.
Tabel 4.13. Perhitungan Galian dan Timbunan Trase 2 STA 3+500 s.d 7+000
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 (m2)
Jarak (m)
Galian Timbunan
100.000
0
56.02
100.000
0.84
2.52
100.000
0
31.33
100.000
0.00
48.96
100.000
0.00
54.25
100.000
0.00
39.58
100.000
2.64
0
100.000
73.34
0
100.000
119.44
0
100.000
0
10.48
100.000
0
44.25
100.000
27.03
0
100.000
71.31
0
100.000
193.72
0
100.000
321.5
0
100.000
1169.66
0
100.000
122.33
0
100.000
122.33
0
100.000
122.33
0
100.000
290.16
0
100.000
31.66
0
100.000
42.33
0
100.000
57.48
0
100.000
75.08
0
100.000
54.14
0
100.000
7.34
0
100.000
77.39
0
100.000
111.85
0
100.000
14.38
0
100.000
3.12
1.57
100.000
28.39
0
100.000
37.61
0
100.000
32.78
0
100.000
128.37
0
100.000
153.06
0
100.000
8.17
0
Aji Santiko
(21010113120008)
Tri Kumala Hasan (21010113120017)
Volume (m3)
Galian
42.00
42.00
0.00
0.00
0.00
132.00
3799.00
9639.00
5972.00
0.00
1351.50
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
Timbunan
2927.00
1692.50
4014.50
5160.50
4691.50
1979.00
0.00
0.00
524.00
2736.50
2212.50
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
0.00
0.00
0.00
0.00
78.50
78.50
0.00
0.00
0.00
0.00
0.00
Kumulatif Volume (m3)
Galian
223351.04
223393.04
223393.04
223393.04
223393.04
223525.04
227324.04
236963.04
242935.04
242935.04
244286.54
249203.54
262455.04
288216.04
362774.04
427373.34
439605.95
451838.56
472462.86
488553.86
492253.36
497243.86
503871.86
510332.86
513406.86
517643.36
527105.36
533416.86
534291.86
535867.36
539167.36
542686.86
550744.36
564815.86
572877.36
Timbunan
78050.00
79742.50
83757.00
88917.50
93609.00
95588.00
95588.00
95588.00
96112.00
98848.50
101061.00
101061.00
101061.00
101061.00
101061.00
101061.00
101061.00
101061.00
101061.00
101061.00
101061.00
101061.00
101061.00
101061.00
101061.00
101061.00
101061.00
101061.00
101139.50
101218.00
101218.00
101218.00
101218.00
101218.00
101218.00
Abdul Haris Baihaqi (21010113120032)
Heru Setiawan
(21010113120079)
Laporan Tugas Jalan Rel
Asisten Dosen: Ir. Djoko Purwanto, M.S.
Tabel 4.14. Perhitungan Galian dan Timbunan Trase 2 STA 7+000 s.d 10+480.76
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 (m2)
Jarak (m)
Galian Timbunan
100.000
8.17
0
100.000
149.05
0
100.000
189.15
0
100.000
138.35
0
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
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
81.090
1.87
0
Aji Santiko
(21010113120008)
Tri Kumala Hasan (21010113120017)
Volume (m3)
Galian
7861.00
16910.00
16375.00
8416.00
2189.00
2129.50
1439.00
0.00
33.00
1972.00
9429.00
9010.00
4129.00
3439.00
830.00
0.00
0.00
1288.00
2999.00
3238.00
2522.50
2945.00
2467.00
517.50
6017.00
7809.50
2037.00
244.50
698.50
2356.00
1657.50
0.00
0.00
0.00
93.50
Timbunan
0.00
0.00
0.00
0.00
0.00
0.00
878.50
1450.00
585.00
13.50
0.00
0.00
0.00
0.00
759.00
3381.50
3775.50
1153.00
0.00
0.00
0.00
0.00
0.00
705.00
705.00
0.00
0.00
2517.50
2517.50
0.00
744.50
3367.00
5245.00
3030.50
408.00
Kumulatif Volume (m3)
Galian
719409.54
736319.54
752694.54
761110.54
763299.54
765429.04
766868.04
766868.04
766901.04
768873.04
778302.04
787312.04
791441.04
794880.04
795710.04
795710.04
795710.04
796998.04
799997.04
803235.04
805757.54
808702.54
811169.54
811687.04
817704.04
825513.54
827550.54
827795.04
828493.54
830849.54
832507.04
832507.04
832507.04
832507.04
832600.54
Timbunan
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
92011.50
93461.50
94046.50
94060.00
94060.00
94060.00
94060.00
94060.00
94819.00
98200.50
101976.00
103129.00
103129.00
103129.00
103129.00
103129.00
103129.00
103834.00
104539.00
104539.00
104539.00
107056.50
109574.00
109574.00
110318.50
113685.50
118930.50
121961.00
122369.00
Abdul Haris Baihaqi (21010113120032)
Heru Setiawan
(21010113120079)
Laporan Tugas Jalan Rel
Aji Santiko
(21010113120008)
Tri Kumala Hasan (21010113120017)
Asisten Dosen: Ir. Djoko Purwanto, M.S.
Abdul Haris Baihaqi (21010113120032)
Heru Setiawan
(21010113120079)
JALAN REL
TKS282P
DISUSUN OLEH :
Aji Santiko – 21010113120008
Tri Kumala Hasan – 21010113120017
Abdul Haris Baihaqi – 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
Abdul Haris Baihaqi – 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. Untuk itu kami 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 PERENCANAAN TRASE JALAN REL ...............................................
3.1. Penetapan Kriteria 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 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 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 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..............................
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 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 ....................................................................
Gambar 5.5. Penempatan Sambungan Rel (a) Siku (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 Beton Blok Ganda .........................................................
Gambar 5.18. Penulangan Bantalan Beton Blok Ganda Tipe R.S. .....................
Gambar 5.19. Bantalan 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 Api Jalur Ganda .....................................................
Gambar 7.3. Tipikal Penampang Melintang Jalan Kolektor ...............................
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 ......................................
Tabel 3.3. Analisa Pemilihan Trase Terpilih ........................................................
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 Jalan Rel 1067 mm .............................................................
Tabel 4.5. Pelebaran Jalan Rel 1435 mm .............................................................
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 Jalan 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 Kekerasan 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
Asisten Dosen: Ir. Djoko Purwanto, M.S.
Tabel 4.9. Perhitungan Galian dan Timbunan Trase 1 STA 0+000 s.d 3+500
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 (m2)
Jarak (m)
Galian Timbunan
100.000
1.8
0
100.000
0
3.83
100.000
0
10.94
100.000
0
42.23
100.000
46.89
0
100.000
0
88.82
100.000
0
133.61
100.000
164.68
0
100.000
122.33
0
100.000
122.33
0
100.000
122.33
0
100.000
122.33
0
100.000
122.33
0
100.000
211.98
0
100.000
124.22
0
100.000
123.81
0
100.000
123.17
0
100.000
125.56
0
100.000
134.38
0
100.000
139.22
0
100.000
93.5
0
100.000
13.77
0
100.000
0
114.94
100.000
0
108.44
100.000
0
48.89
100.000
0
25.15
100.000
0
1.34
100.000
0
39.6
100.000
0
106.73
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
100.000
34.24
0
100.000
87.86
0
Aji Santiko
(21010113120008)
Tri Kumala Hasan (21010113120017)
3
Volume (m )
Galian
90.00
0.00
0.00
2344.50
2344.50
0.00
8234.00
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
688.50
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
Timbunan
191.50
738.50
2658.50
2111.50
4441.00
11121.50
6680.50
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
0.00
5747.00
11169.00
7866.50
3702.00
1324.50
2047.00
7316.50
6672.00
1335.50
0.00
0.00
0.00
0.00
0.00
3
Kumulatif Volume (m )
Galian
Timbunan
90.00
90.00
90.00
2434.50
4779.00
4779.00
13013.00
27363.30
39595.91
51828.52
64061.13
76293.74
93009.04
109819.04
122220.54
134569.54
147006.04
160003.04
173683.04
185319.04
190682.54
191371.04
191371.04
191371.04
191371.04
191371.04
191371.04
191371.04
191371.04
192647.04
198133.04
206736.04
213310.54
217204.04
223309.04
Abdul Haris Baihaqi (21010113120032)
Heru Setiawan
(21010113120079)
191.50
930.00
3588.50
5700.00
10141.00
21262.50
27943.00
27943.00
27943.00
27943.00
27943.00
27943.00
27943.00
27943.00
27943.00
27943.00
27943.00
27943.00
27943.00
27943.00
27943.00
33690.00
44859.00
52725.50
56427.50
57752.00
59799.00
67115.50
73787.50
75123.00
75123.00
75123.00
75123.00
75123.00
75123.00
Laporan Tugas Jalan Rel
Asisten Dosen: Ir. Djoko Purwanto, M.S.
Tabel 4.10. Perhitungan Galian dan Timbunan Trase 1 STA 3+500 s.d 7+000
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
2
Luas (m )
Jarak (m)
Galian Timbunan
100.000
87.86
0
100.000
0
2.93
100.000
28.28
0
100.000
64.97
0
100.000
50.87
0
100.000
87.91
0
100.000
88.29
0
100.000
33.85
0
100.000
0
12.53
100.000
0
46.74
100.000
0
79.1
100.000
0
18.8
100.000
78.48
0
100.000
43.71
0
100.000
62.08
0
100.000
50.52
0
100.000
48.88
0
100.000
34.7
0
100.000
142.31
0
100.000
120.72
0
100.000
298.63
0
100.000
654.12
0
100.000
618.95
0
100.000
299.75
0
100.000
169.07
0
100.000
97.98
0
100.000
13.73
0
100.000
1.79
0
100.000
37.42
0
100.000
118.84
0
100.000
221.86
0
100.000
313
0
100.000
216.2
0
100.000
204
0
100.000
471.26
0
100.000
332.59
0
Aji Santiko
(21010113120008)
Tri Kumala Hasan (21010113120017)
Volume (m3)
Galian
4393.00
1414.00
4662.50
5792.00
6939.00
8810.00
6107.00
1692.50
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
26743.00
26460.00
21010.00
33763.00
40192.50
Timbunan
146.50
146.50
0.00
0.00
0.00
0.00
0.00
626.50
2963.50
6292.00
4895.00
940.00
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
0.00
0.00
0.00
0.00
Kumulatif Volume (m3)
Galian
Timbunan
227702.04
229116.04
233778.54
239570.54
246509.54
255319.54
261426.54
263119.04
263119.04
263119.04
263119.04
267043.04
273152.54
278442.04
284072.04
289042.04
293221.04
302071.54
315223.04
336190.54
383828.04
447481.54
493416.54
516857.54
530210.04
535795.54
536571.54
538532.04
546345.04
563380.04
590123.04
616583.04
637593.04
671356.04
711548.54
Abdul Haris Baihaqi (21010113120032)
Heru Setiawan
(21010113120079)
75269.50
75416.00
75416.00
75416.00
75416.00
75416.00
75416.00
76042.50
79006.00
85298.00
90193.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
Laporan Tugas Jalan Rel
Asisten Dosen: Ir. Djoko Purwanto, M.S.
Tabel 4.11. Perhitungan Galian dan Timbunan Trase 1 STA 7+000 s.d 10+480.76
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 (m2)
Jarak (m)
Galian Timbunan
100.000
471.26
0
100.000
332.59
0
100.000
360.71
0
100.000
238.88
0
100.000
108.04
0
100.000
18.03
0
100.000
51.84
0
100.000
303.03
0
100.000
189.24
0
100.000
134.49
0
100.000
68.02
0
100.000
163.80
0
100.000
226.65
0
100.000
64.23
0
100.000
0
16.43
100.000
0
31.75
100.000
16.29
0
100.000
0
60.1
100.000
0
74.26
100.000
0
19.46
100.000
0.44
3.9
100.000
16.34
0
100.000
0
58.88
100.000
1.6
0.87
100.000
16.67
0
100.000
17.23
0
100.000
42.93
0
100.000
99.43
0
100.000
9.36
0
100.000
2.96
0
100.000
38.11
0
100.000
0
38.52
100.000
0
105.15
100.000
0
84.85
100.000
0
6.97
80.760
1.87
0
Aji Santiko
(21010113120008)
Tri Kumala Hasan (21010113120017)
Volume (m3)
Galian
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
814.50
814.50
0.00
0.00
22.00
839.00
817.00
80.00
913.50
1695.00
3008.00
7118.00
5439.50
616.00
2053.50
1905.50
0.00
0.00
0.00
93.50
Timbunan
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
2409.00
1587.50
3005.00
6718.00
4686.00
1168.00
195.00
2944.00
2987.50
43.50
0.00
0.00
0.00
0.00
0.00
0.00
1926.00
7183.50
9500.00
4591.00
348.50
Kumulatif Volume (m3)
Galian
751741.04
786406.04
816385.54
833731.54
840035.04
843528.54
861272.04
885885.54
902072.04
912197.54
923788.54
943311.04
957855.04
961066.54
961066.54
961881.04
962695.54
962695.54
962695.54
962717.54
963556.54
964373.54
964453.54
965367.04
967062.04
970070.04
977188.04
982627.54
983243.54
985297.04
987202.54
987202.54
987202.54
987202.54
987296.04
Timbunan
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
91954.50
94363.50
95951.00
98956.00
105674.00
110360.00
111528.00
111723.00
114667.00
117654.50
117698.00
117698.00
117698.00
117698.00
117698.00
117698.00
117698.00
119624.00
126807.50
136307.50
140898.50
141247.00
Abdul Haris Baihaqi (21010113120032)
Heru Setiawan
(21010113120079)
Laporan Tugas Jalan Rel
Asisten Dosen: Ir. Djoko Purwanto, M.S.
Tabel 4.12. Perhitungan Galian dan Timbunan Trase 2 STA 0+000 s.d 3+500
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 (m2)
Jarak (m)
Galian Timbunan
100.000
1.8
0
100.000
2.68
0
100.000
0
4.47
100.000
0
98.64
100.000
0.11
4.84
100.000
9.53
0
100.000
39.19
0
100.000
405.21
0
100.000
122.33
0
100.000
122.33
0
100.000
122.33
0
100.000
122.33
0
100.000
122.33
0
100.000
122.33
0
100.000
122.33
0
100.000
525.9
0
100.000
400.94
0
100.000
432.2
0
100.000
363.96
0
100.000
142.85
0
100.000
77.39
0
100.000
265.34
0
100.000
351.28
0
100.000
229.87
0
100.000
77.77
0
100.000
0
127.29
100.000
0
112.09
100.000
0
68.39
100.000
2.49
0
100.000
9.17
0
100.000
67.34
0
100.000
14.06
0
100.000
0
5.68
100.000
36.05
0
100.000
0
30.87
100.000
0
56.02
Aji Santiko
(21010113120008)
Tri Kumala Hasan (21010113120017)
Volume (m3)
Galian
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
3888.50
0.00
0.00
124.50
583.00
3825.50
4070.00
703.00
1802.50
1802.50
0.00
Timbunan
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
6364.50
11969.00
9024.00
3419.50
0.00
0.00
0.00
284.00
284.00
1543.50
4344.50
Kumulatif Volume (m3)
Galian
Timbunan
224.00
358.00
358.00
363.50
845.50
3281.50
25501.50
51878.30
64110.91
76343.52
88576.13
100808.74
113041.34
125273.95
157685.25
204027.25
245684.25
285492.25
310832.75
321844.75
338981.25
369812.25
398869.75
414251.75
418140.25
418140.25
418140.25
418264.75
418847.75
422673.25
426743.25
427446.25
429248.75
431051.25
431051.25
Abdul Haris Baihaqi (21010113120032)
Heru Setiawan
(21010113120079)
0.00
223.50
5379.00
10553.00
10795.00
10795.00
10795.00
10795.00
10795.00
10795.00
10795.00
10795.00
10795.00
10795.00
10795.00
10795.00
10795.00
10795.00
10795.00
10795.00
10795.00
10795.00
10795.00
10795.00
17159.50
29128.50
38152.50
41572.00
41572.00
41572.00
41572.00
41856.00
42140.00
43683.50
48028.00
Laporan Tugas Jalan Rel
Asisten Dosen: Ir. Djoko Purwanto, M.S.
Tabel 4.13. Perhitungan Galian dan Timbunan Trase 2 STA 3+500 s.d 7+000
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 (m2)
Jarak (m)
Galian Timbunan
100.000
0
56.02
100.000
0.84
2.52
100.000
0
31.33
100.000
0.00
48.96
100.000
0.00
54.25
100.000
0.00
39.58
100.000
2.64
0
100.000
73.34
0
100.000
119.44
0
100.000
0
10.48
100.000
0
44.25
100.000
27.03
0
100.000
71.31
0
100.000
193.72
0
100.000
321.5
0
100.000
1169.66
0
100.000
122.33
0
100.000
122.33
0
100.000
122.33
0
100.000
290.16
0
100.000
31.66
0
100.000
42.33
0
100.000
57.48
0
100.000
75.08
0
100.000
54.14
0
100.000
7.34
0
100.000
77.39
0
100.000
111.85
0
100.000
14.38
0
100.000
3.12
1.57
100.000
28.39
0
100.000
37.61
0
100.000
32.78
0
100.000
128.37
0
100.000
153.06
0
100.000
8.17
0
Aji Santiko
(21010113120008)
Tri Kumala Hasan (21010113120017)
Volume (m3)
Galian
42.00
42.00
0.00
0.00
0.00
132.00
3799.00
9639.00
5972.00
0.00
1351.50
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
Timbunan
2927.00
1692.50
4014.50
5160.50
4691.50
1979.00
0.00
0.00
524.00
2736.50
2212.50
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
0.00
0.00
0.00
0.00
78.50
78.50
0.00
0.00
0.00
0.00
0.00
Kumulatif Volume (m3)
Galian
223351.04
223393.04
223393.04
223393.04
223393.04
223525.04
227324.04
236963.04
242935.04
242935.04
244286.54
249203.54
262455.04
288216.04
362774.04
427373.34
439605.95
451838.56
472462.86
488553.86
492253.36
497243.86
503871.86
510332.86
513406.86
517643.36
527105.36
533416.86
534291.86
535867.36
539167.36
542686.86
550744.36
564815.86
572877.36
Timbunan
78050.00
79742.50
83757.00
88917.50
93609.00
95588.00
95588.00
95588.00
96112.00
98848.50
101061.00
101061.00
101061.00
101061.00
101061.00
101061.00
101061.00
101061.00
101061.00
101061.00
101061.00
101061.00
101061.00
101061.00
101061.00
101061.00
101061.00
101061.00
101139.50
101218.00
101218.00
101218.00
101218.00
101218.00
101218.00
Abdul Haris Baihaqi (21010113120032)
Heru Setiawan
(21010113120079)
Laporan Tugas Jalan Rel
Asisten Dosen: Ir. Djoko Purwanto, M.S.
Tabel 4.14. Perhitungan Galian dan Timbunan Trase 2 STA 7+000 s.d 10+480.76
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 (m2)
Jarak (m)
Galian Timbunan
100.000
8.17
0
100.000
149.05
0
100.000
189.15
0
100.000
138.35
0
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
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
81.090
1.87
0
Aji Santiko
(21010113120008)
Tri Kumala Hasan (21010113120017)
Volume (m3)
Galian
7861.00
16910.00
16375.00
8416.00
2189.00
2129.50
1439.00
0.00
33.00
1972.00
9429.00
9010.00
4129.00
3439.00
830.00
0.00
0.00
1288.00
2999.00
3238.00
2522.50
2945.00
2467.00
517.50
6017.00
7809.50
2037.00
244.50
698.50
2356.00
1657.50
0.00
0.00
0.00
93.50
Timbunan
0.00
0.00
0.00
0.00
0.00
0.00
878.50
1450.00
585.00
13.50
0.00
0.00
0.00
0.00
759.00
3381.50
3775.50
1153.00
0.00
0.00
0.00
0.00
0.00
705.00
705.00
0.00
0.00
2517.50
2517.50
0.00
744.50
3367.00
5245.00
3030.50
408.00
Kumulatif Volume (m3)
Galian
719409.54
736319.54
752694.54
761110.54
763299.54
765429.04
766868.04
766868.04
766901.04
768873.04
778302.04
787312.04
791441.04
794880.04
795710.04
795710.04
795710.04
796998.04
799997.04
803235.04
805757.54
808702.54
811169.54
811687.04
817704.04
825513.54
827550.54
827795.04
828493.54
830849.54
832507.04
832507.04
832507.04
832507.04
832600.54
Timbunan
91133.00
91133.00
91133.00
91133.00
91133.00
91133.00
92011.50
93461.50
94046.50
94060.00
94060.00
94060.00
94060.00
94060.00
94819.00
98200.50
101976.00
103129.00
103129.00
103129.00
103129.00
103129.00
103129.00
103834.00
104539.00
104539.00
104539.00
107056.50
109574.00
109574.00
110318.50
113685.50
118930.50
121961.00
122369.00
Abdul Haris Baihaqi (21010113120032)
Heru Setiawan
(21010113120079)
Laporan Tugas Jalan Rel
Aji Santiko
(21010113120008)
Tri Kumala Hasan (21010113120017)
Asisten Dosen: Ir. Djoko Purwanto, M.S.
Abdul Haris Baihaqi (21010113120032)
Heru Setiawan
(21010113120079)