DAFTAR ISI - repo.itera.ac.idrepo.itera.ac.id/assets/file_upload/SB1909300001/... · Gradasi...
Transcript of DAFTAR ISI - repo.itera.ac.idrepo.itera.ac.id/assets/file_upload/SB1909300001/... · Gradasi...
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DAFTAR ISI
LEMBAR PENGESAHAN .......................................................................i
SURAT PERNYATAAN ..........................................................................ii
HALAMAN PERNYATAAN PERSETUJUAN PUBLIKASI ............... iii
ABSTRAK ............................................................................................................................ iv
ABSTRACT ............................................................................................................................ v
KATA PENGANTAR .......................................................................................................vi
DAFTAR ISI ........................................................................................... viii
DAFTAR TABEL ........................................................................................... x
DAFTAR GAMBAR ..................................................................................... xi
DAFTAR ISTILAH .................................................................................... xiv
BAB I PENDAHULUAN
1.1.Latar Belakang ............................................................................ 1
1.2.Rumusan Masalah ........................................................................ 2
1.3.Tujuan Penelitian ......................................................................... 3
1.4.Ruang Lingkup ................................................................................. 3
1.5.Sistematika Penulisan .................................................................. 4
BAB II TINJAUAN PUSTAKA
2.1.Konstruksi Perkerasan Jalan ............................................................ 5
2.2.Aspal Beton ................................................................................. 7
2.3.Bahan Campuran Perkerasan Lentur ................................................. 9
2.4.Zeolit ........................................................................................ 15
2.5.Volumetrik Campuran Aspal Beton ......................................... 17
2.6.Kadar Aspal Rencana ................................................................ 22
2.7.Metode Marshall ...................................................................... 22
2.8.Penelitian Sejenis Terdahulu ...................................................... 25
BAB III METODOLOGI PENELITIAN
3.1. Diagram Alir Penelitian ................................................................. 27
3.2. Lokasi Penelitian ........................................................................... 28
3.3. Pengambilan Data ......................................................................... 29
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3.4. Material dan Peralatan ................................................................... 30
3.5. Prosedur Penelitian ........................................................................ 32
BAB IV HASIL DAN PEMBAHASAN
4.1. Hasil Pengujian Material ............................................................... 37
4.2. Perencanaan Campuran Agregat ................................................... 39
4.3. Perhitungan Kadar Aspal (Pb) ....................................................... 42
4.4. Penentuan Kadar Aspal Optimum ................................................. 42
4.5. Perbandingan Hasil Parameter Marshall antara Filler Semen
Portland dengan Filler Zeolit ...................................................... 60
4.6. Pembahasan Hasil Pengujian Parameter Marshall dengan
Filler Zeolit Suhu 135°C Terhadap Penelitian Sebelumnya ....... 64
4.7. Perbandingan Hasil Pengujian Indeks Stabilitas Sisa Terhadap
Penelitian Sebelumnya ................................................................... 67
BAB V SIMPULAN DAN SARAN
5.1. Simpulan.......................................................................................... 69
5.2. Saran ................................................................................................ 70
DAFTAR PUSTAKA
LAMPIRAN
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DAFTAR TABEL
Tabel 2.1. Spesifikasi Sifat – Sifat Laston AC Gradasi Halus ....................... 8
Tabel 2.2. Spesifikasi Pengujian Agregat...................................................... 10
Tabel 2.3. Gradasi Agregat AC-BC Gradasi Halus ...................................... 12
Tabel 2.4. Ketentuan – Ketentuan untuk Aspal Pen 60/70 ............................ 14
Tabel 2.5. Standar Pemeriksaan Filler ......................................................... 15
Tabel 3.1. Komposisi Gradasi Campuran AC-BC ....................................... 32
Tabel 4.1. Hasil Pengujian Sifat Fisik Aspal ................................................. 37
Tabel 4.2. Hasil Pengujian Agregat .............................................................. 38
Tabel 4.3. Hasil Pengujian Atterberg Filler .................................................. 38
Tabel 4.4. Hasil Pengujian Berat Jenis Filler ................................................ 39
Tabel 4.5. Data Hasil Gradasi Agregat Laston AC-BC ................................. 40
Tabel 4.6. Kebutuhan Agregat Campuran Laston Filler Semen Portland ...... 41
Tabel 4.7. Kebutuhan Agregat Campuran Laston Filler Zeolit ...................... 41
Tabel 4.8. Kadar Aspal yang digunakan untuk Pembuatan Benda Uji ........... 42
Tabel 4.9. Hasil Pengujian Marshall Campuran Aspal dengan Semen
Portland ....................................................................................... 43
Tabel 4.10. Hasil Uji IRS dengan Semen Portland ........................................ 48
Tabel 4.11. Hasil Pengujian Marshall Campuran Aspal dengan Zeolit .......... 49
Tabel 4.12. Hasil Uji IRS dengan Zeolit ....................................................... 54
Tabel 4.13. Hasil Pengujian Marshall Campuran Aspal dengan Zeolit Suhu
135°C ......................................................................................... 55
Tabel 4.14. Perbedaan Hasil Karakteristik Marshall Penelitian Sebelumnya . 65
Tabel 4.15. Perbedaan Hasil IRS Zeolit Kedua Penelitian ............................. 67
Tabel 4.16. Perbedaan Hasil IRS Semen Kedua Penelitian ........................... 68
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DAFTAR GAMBAR
Gambar 2.1. Komponen Perkerasan Lentur (Flexible Pavement) ................. 6
Gambar 2.2. Komponen Perkerasan Kaku (Rigid Pavement) ....................... 6
Gambar 2.3. Komponen Perkerasan Komposit (Composite Pavement) ........ 7
Gambar 2.4. Agregat Pecah ......................................................................... 9
Gambar 2.5. Gradasi Seragam (Uniform Graded) ........................................ 11
Gambar 2.6. Gradasi Rapat (Dense Graded) ................................................ 11
Gambar 2.7. Gradasi Senjang (Gap Graded) ............................................... 12
Gambar 2.8. Bahan Zeolit ............................................................................ 17
Gambar 3.1. Diagram Alir Penilitian ........................................................... 28
Gambar 3.2. Kurva Grafik Agregat Campuran Aspal Beton ......................... 33
Gambar 4.1. Diagram Plastisitas Berdasarkan USCS ................................... 39
Gambar 4.2. Grafik Agregat Campuran Laston AC-BC ............................... 40
Gambar 4.3. Grafik Hubung antara Kadar Aspal dan Stabilitas dengan
Semen Portland ........................................................................ 44
Gambar 4.4. Grafik Hubung antara Kadar Aspal dan Flow dengan Semen
Portland .................................................................................... 44
Gambar 4.5. Grafik Hubung antara Kadar Aspal dan MQ dengan Semen
Portland .................................................................................... 45
Gambar 4.6. Grafik Hubung antara Kadar Aspal dan VIM dengan Semen
Portland .................................................................................... 46
Gambar 4.7. Grafik Hubung antara Kadar Aspal dan VFA dengan Semen
Portland .................................................................................... 46
Gambar 4.8. Grafik Hubung antara Kadar Aspal dan VMA dengan Semen
Portland .................................................................................... 47
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Gambar 4.9.Grafik Pita Penentuan Kadar Aspal Optimum (KAO) dengan
Semen Portland ........................................................................ 47
Gambar 4.10.Grafik Hubung antara Kadar Aspal dan Stabilitas dengan
Zeolit ........................................................................................ 49
Gambar 4.11.Grafik Hubung antara Kadar Aspal dan Flow dengan
Zeolit ........................................................................................ 50
Gambar 4.12. Grafik Hubung antara Kadar Aspal dan MQ dengan Zeolit .... 51
Gambar 4.13. Grafik Hubung antara Kadar Aspal dan VIM dengan
Zeolit ........................................................................................ 51
Gambar 4.14. Grafik Hubung antara Kadar Aspal dan VFA dengan
Zeolit ........................................................................................ 52
Gambar 4.15. Grafik Hubung antara Kadar Aspal dan VMA dengan
Zeolit ........................................................................................ 53
Gambar 4.16.Grafik Pita Penentuan Kadar Aspal Optimum (KAO) dengan
Zeolit ........................................................................................ 53
Gambar 4.17. Grafik Hubung antara Kadar Aspal dan Stabilitas dengan
Zeolit Suhu 135°C .................................................................... 55
Gambar 4.18. Grafik Hubung antara Kadar Aspal dan Flow dengan
Zeolit Suhu 135°C .................................................................... 56
Gambar 4.19. Grafik Hubung antara Kadar Aspal dan MQ dengan Zeolit
Suhu 135°C .............................................................................. 57
Gambar 4.20. Grafik Hubung antara Kadar Aspal dan VIM dengan
Zeolit Suhu 135°C .................................................................... 57
Gambar 4.21. Grafik Hubung antara Kadar Aspal dan VFA dengan
Zeolit Suhu 135°C .................................................................... 58
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Gambar 4.22. Grafik Hubung antara Kadar Aspal dan VMA dengan
Zeolit Suhu 135°C .................................................................... 59
Gambar 4.23.Grafik Pita Penentuan Kadar Aspal Optimum (KAO) dengan
Zeolit Suhu 135°C .................................................................... 59
Gambar 4.24. Grafik Perbandingan Stabilitas Semen dan Stabilitas Zeolit ... 60
Gambar 4.25. Grafik Perbandingan Flow Semen dan Flow Zeolit ................ 61
Gambar 4.26. Grafik Perbandingan MQ Semen dan MQ Zeolit .................. 62
Gambar 4.27. Grafik Perbandingan VIM Semen dan VIM Zeolit ................. 63
Gambar 4.28. Grafik Perbandingan VFA Semen dan VFA Zeolit ................ 63
Gambar 4.29. Grafik Perbandingan VMA Semen dan VMA Zeolit .............. 64
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DAFTAR ISTILAH
AASHTO = Assosiation of American Society Highway Transport
Organization
Laston = Lapis Aspal Beton
AC = Asphalt Concrete, Lapisan Aspal Beton
AC-Base = Asphalt Concrete – Base, Laston sebagai lapisan pondasi
AC-BC = Asphalt Concrete – Binder Course, Laston sebagai lapisan antara
AC-WC = Asphalt Concrete – Wearing Course, Laston sebagai lapisan aus
ASTM = American Society for Testing and Material
CA = Persen agregat tertahan saringan No.8 (diameter 2,36 mm)
FA = Persen agregat lolos saringan No.8 dan tertahan saringan No.200
(diameter 0,075 mm)
FF = Persen agregat minimal 75 % lolos No.200 (diameter 0,075 mm)
EAPA = European Asphalt Pavement Association
K = Konstanta
KAO = Kadar Aspal Optimum
MQ = Marshall Quotient
Pb = Kadar aspal rencana awal
Pbe = Kadar aspal efektif, persen total agregat
Pba = Penyerapan aspal, persen total agregat
Ps = Kadar agregat, persen terhadap berat total campuran
Gmm = Berat jenis maksimum
Gmb = Berat jenis bulk campuran padat
Gsb = Berat jenis bulk agregat
Gb = Berat jenis aspal
SNI = Standar Nasional Indonesia
VFA = Void Filled With Asphalt, Volume rongga terisi aspal
VIM = Voids In The Mix, Volume rongga dalam campuran
VMA = Void In Mineral Aggregate, Volume rongga di antara mineral
IRS = Index of Retained Strength
BS = British Standards Course
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MSi = Stabilitas marshall perendaman 24 jam
MSs = Stabilitas marshall perendaman 30 menit