DAFTAR ISI - repo.itera.ac.idrepo.itera.ac.id/assets/file_upload/SB1909300001/... · Gradasi...

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viii 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

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

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