digilib.uns.ac · PDF fileSesuai SNI 06 – 2434 – 1991..... 42 4.1.6. Pemeriksaan...
Transcript of digilib.uns.ac · PDF fileSesuai SNI 06 – 2434 – 1991..... 42 4.1.6. Pemeriksaan...
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DAFTAR ISI
Halaman
HALAMAN JUDUL ............................................................................................ i
HALAMAN PERSETUJUAN ............................................................................. ii
HALAMAN PENGESAHAN ............................................................................. iii
MOTTO.............................................................................................................. iv
PERSEMBAHAN ................................................................................................ v
ABSTRAK ......................................................................................................... vi
ABSTRACK ........................................................................................................ vii
KATA PENGANTAR ...................................................................................... viii
DAFTAR ISI ...................................................................................................... ix
DAFTAR TABEL ............................................................................................. xii
DAFTAR GAMBAR ........................................................................................ xiv
DAFTAR NOTASI DAN SIMBOL .................................................................. xvi
BAB 1 PENDAHULUAN ................................................................................. 1
1.1. Latar Belakang ....................................................................................... 1
1.2. Rumusan Masalah .................................................................................. 2
1.3. Batasan Masalah .................................................................................... 3
1.4. Tujuan Penelitian ................................................................................... 4
1.5. Manfaat Penelitian ................................................................................. 4
BAB 2 LANDASAN TEORI ............................................................................ 5
2.1. Tinjauan Pustaka .................................................................................... 5
2.2. Dasar Teori ............................................................................................ 8
2.2.1. Thin Surfacing Hot Mix Asphalt ............................................... 8
2.2.2. Spesifikasi Penyusun Campuran Thin Surfacing Hot Mix
Asphalt ................................................................................... 11
2.2.3. Kadar Aspal Optimum Rencana .............................................. 12
2.2.4. Material Penyusun Thin Surfacing Hot Mix Asphalt ............... 13
2.2.5. Pengujian Lapis Tipis Campuran Aspal Panas ......................... 18
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BAB 3 METODA PENELITIAN .................................................................. 19
3.1. Umum .................................................................................................. 19
3.2. Teknik Pengumpulan Data ................................................................... 19
3.2.1. Data Primer ............................................................................. 20
3.2.2. Data Sekunder......................................................................... 20
3.3. Diagram Alir Penelitian ........................................................................ 21
3.4. Mencari Referensi Terkait .................................................................... 22
3.5. Bahan Penelitian .................................................................................. 22
3.6. Peralatan Penelitian .............................................................................. 23
3.6.1. Satu Set Alat Uji Marshall ...................................................... 23
3.6.2. Alat Penunjang ....................................................................... 24
3.7. Pemeriksaan Bahan .............................................................................. 24
3.7.1. Pemeriksaan Agregat .............................................................. 24
3.7.2. Pemeriksaan Aspal Retona ...................................................... 24
3.8. Pembuatan Benda Uji ........................................................................... 28
3.8.1. Penentuan Gradasi Optimum ................................................... 29
3.8.2. Penentuan Kadar Aspal Optimum ........................................... 29
3.9. Pengujian Benda Uji............................................................................. 31
3.9.1. Analisis Data .......................................................................... 32
3.10. Rencana Waktu Pelaksanaan Penelitian ................................................ 32
BAB 4 ANALISIS DATA DAN PEMBAHASAN ......................................... 33
4.1. Analisis Data ........................................................................................ 33
4.1.1. Data Pemeriksaan Bahan Penelitian ........................................ 33
4.1.2. Pengujian Agregat ................................................................... 35
4.1.3. Data Pemeriksaan Aspal.......................................................... 38
4.1.4. Pemeriksaan Penetrasi Aspal Sesuai SNI 06-2456-1991 .......... 41
4.1.5. Pemeriksaan Titik Lembek Aspal
Sesuai SNI 06 – 2434 – 1991 .................................................. 42
4.1.6. Pemeriksaan Daktilitas Aspal Sesuai SNI 06-2432-1991 ......... 43
4.1.7. Pemeriksaan Titik Nyala dan Titik Bakar Aspal
Sesuai SNI 06-2433-1991 ....................................................... 44
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4.1.8. Pemeriksaan Kelekatan Aspal Terhadap Agregat
Sesuai SNI 03-2439-1991 ....................................................... 44
4.1.9. Pembuatan Benda Uji.............................................................. 46
4.1.10. Penentuan Gradasi .................................................................. 46
4.1.11. Penentuan Kadar Aspal Penetrasi 60/70 Optimum................... 48
4.1.12. Penentuan Kadar Aspal Retona blend Optimum ...................... 61
4.2. Pembahasan ......................................................................................... 70
4.2.1. Kadar aspal optimum dengan uji Marshall .............................. 70
4.2.2. Karakteristik Marshall ............................................................ 73
BAB 5
KESIMPULAN DAN SARAN ......................................................................... 77
5.1. Kesimpulan .......................................................................................... 77
5.2. Saran .................................................................................................... 78
DAFTAR PUSTAKA ..................................................................................... xix
LAMPIRAN .................................................................................................. xxii
Lampiran A
Lampiran B
Lampiran C
Lampiran D
Lampiran E
Lampiran F
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DAFTAR TABEL
Halaman
Tabel 2.1 Gradations for Small NMAS Dense-Graded Asphalt Mixtures ........... 11
Tabel 2.2 Kriteria Pemeriksaan Bahan Pengisi (Filler) ....................................... 15
Tabel 2.3 Ketentuan aspal Retona blend55 (Ditjen Bina Marga, 2008). ............. 17
Tabel 2.4 Temperatur Campuran Panas dengan Retona blend55 ........................ 18
Tabel 3.1 Jumlah benda uji untuk Marshall Test. ............................................... 29
Tabel 4.1 Hasil Pengujian Agregat Kasar .......................................................... 36
Tabel 4.2 Data Hasil Pengujian Berat Jenis Agregat Halus ................................ 38
Tabel 4.3 Pengujian Bj Aspal Penetrasi 60/70 ................................................... 39
Tabel 4.4 Pengujian Bj Aspal Retona blend ....................................................... 40
Tabel 4.5 Hasil Penetrasi Aspal Pen.60/70......................................................... 41
Tabel 4.6 Hasil Penetrasi Aspal Retona ............................................................. 41
Tabel 4.7 Pengujian Titik Lembek I Aspal Penetrasi 60/70 ................................ 42
Tabel 4.8 Pengujian Titik Lembek II Aspal Penetrasi 60/70 .............................. 42
Tabel 4.9 Pengujian Titik Lembek I Aspal Retona blend ................................... 42
Tabel 4.10 Pengujian titik lembek II aspal Retona blend .................................... 43
Tabel 4.11Data Daktilitas Aspal penetrasi 60/70 ............................................... 43
Tabel 4.12Data Daktilitas Aspal retona ............................................................. 44
Tabel 4.13 Kelekatan Bitumen Aspal 60/70 pada Agregat ................................. 44
Tabel 4.14 Kelekatan Bitumen Aspal Retona pada Agragat ............................... 44
Tabel 4.15 Kelekatan Bitumen Aspal 60/70 pada Agregat ................................. 44
Tabel 4.16 Kelekatan Bitumen Aspal Retona pada Agragat ............................... 45
Tabel 4.17 Rekapitulasi Pengujian Aspal ........................................................... 45
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Tabel 4.18 Gradasi agregat pilihan .................................................................... 46
Tabel 4.19 Kebutuhan Agregat dan Aspal Tiap Mould Kadar Aspal 4,5% ......... 48
Tabel 4.20 Kebutuhan Agregat dan Aspal Tiap Mould Kadar Aspal 5% ............ 49
Tabel 4.21Kebutuhan Agregat dan Aspal Tiap Mould Kadar Aspal 5,5% .......... 49
Tabel 4.22Kebutuhan Agregat dan Aspal Tiap Mould Kadar Aspal 6% ............. 50
Tabel 4.23Kebutuhan Agregat dan Aspal Tiap Mould Kadar Aspal 6,5% .......... 50
Tabel 4.24 Hasil Perhitungan Volumetrik benda uji Marshall............................ 53
Tabel 4.25 Hasil Perhitungan Marshall ............................................................. 55
Tabel 4.26 Hasil Uji Marshall untuk Kadar Aspal Optimum ............................ 56
Tabel 4.27 Hasil Perhitungan Volumetrik benda uji Marshall dengan kadar 7% 56
Tabel 4.28 Hasil perhitungan Marshall untuk kadar aspal 7% ........................... 57
Tabel 4.29 Hasil Uji Marshall untuk Kadar Aspal penetrasi 60/70 Optimum .... 57
Tabel 4.30Karakteristik Marshallpada Kadar Aspal Penetrasi 60/70 Optimum .. 61
Tabel 4.31 Hasil Perhitungan Volumetrik benda uji Marshall Aspal Retona ...... 63
Tabel 4.32 Hasil Perhitungan Marshall Aspal Retona ........................................ 65
Tabel 4.33Hasil Uji Marshall untuk Kadar Aspal Retona Optimum.................. 65
Tabel 4.34 Karakteristik Marshall pada Kadar Aspal Retona Optimum ............. 69
Tabel 4.35 Hasil Pengujian Marshall ................................................................. 70
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DAFTAR GAMBAR
Halaman
Gambar 2.1 Struktur Perkerasan Jalan Lentur ..................................................... 9
Gambar 2.2 Batasan Gradasi Agregat Untuk Campuran Thin Surfacing ........... 12
Gambar 2.3 Alur proses pembuatan aspal retona blend 55 secara fabrikasi ....... 16
Gambar 3.1 Diagram Alir Pelaksanaan Penelitian ............................................. 21
Gambar 3.2 Alat Uji Marshall .......................................................................... 23
Gambar 4.1Tempat Penyimpanan Agregat P.T Pancadarma ............................. 33
Gambar 4.2Pengambilan Agregat ..................................................................... 34
Gambar 4.3 Pencucian dan Penjemuran Agrregat ............................................. 34
Gambar 4.4 Pengujian Agregat Kasar ............................................................... 35
Gambar 4.5 Gradasi Agregat Pilihan Untuk Campuran Thin Surfacing ............. 47
Gambar 4.6 Grafik hubungan kadar aspal dengan bulk density .......................... 58
Gambar 4.7 Grafik hubungan kadar aspal pen 60/70 dengan pori ...................... 58
Gambar 4.8 Grafik hubungan kadar aspal pen 60/70 dengan stabilitas .............. 59
Gambar 4.9 Grafik hubungan kadar aspal pen 60/70 dengan flow ..................... 59
Gambar 4.10 Grafik hubungan kadar aspal pen 60/70
dengan Marshall Quotient ........................................................... 60
Gambar 4.11 Grafik hubungan kadar aspal retona dengan bulk density ............. 66
Gambar 4.12 Grafik hubungan kadar aspal retona dengan pori ......................... 66
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Gambar 4.13 Grafik hubungan kadar aspal retona dengan stabilitas ................. 67
Gambar 4.14 Grafik hubungan kadar aspal Retona dengan flow ........................ 67
Gambar 4.15 Grafik hubungan kadar aspal Retona
dengan Marshall Quotient ........................................................... 68
Gambar 4.16 Grafik Perbandingan Stabilitas Aspal Penetrasi
Dengan Aspal Retona .................................................................. 71
Gambar 4.17 Grafik Perbandingan Densitas Aspal Penetrasi
Dengan Aspal Retona .................................................................. 73
Gambar 4.18 Grafik Perbandingan Porositas Aspal Penetrasi
Dengan Aspal Retona .................................................................. 74
Gambar 4.19 Grafik Perbandingan Flow Aspal Penetrasi
Dengan Aspal Retona .................................................................. 75
Gambar 4.20 Grafik Perbandingan Marshall Quotient
Aspal Penetrasi Dengan Aspal Retona ......................................... 76
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DAFTAR NOTASI DAN SIMBOL
P = Beban
= phi ( 3,14 )
% = Prosentase/Persen
γ = BeratJenisZat
π = ViskositasZat
°C = Derajat Celcius
$ = US Dollar
σ = Tegangan
ε = Regangan
AC-WC = Asphalt Concrete-Wearing Course(Lapis AspalBetonAus)
B = Berat
Bj = BeratJenis
CA = Persenagregattertahansaringan no.8
cm = centimeter
D = Densitas
d = Diameter bendauji
E = Modulus Elastisitas
f = Flow
FA = Persenagregatlolossaringan no.8 dantertahansaringan no.200
FF = Fraksibahanpengisi, yaitupersenberat material yang
tertahansaringan No.200 terhadapberat total campuran.
Filler = Persenagregat minimal 75% lolossaringan no.200.
fk = faktor konversi
fkb = faktorkalibrasialat
gr = gram
GSag = Beratjenisagregat
GSas = Beratjenisaspal
H = Tebalkoreksi
HMA = Hot Mix Asphalt (CampuranAspalPanas)
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HRS-WC = Hot Rolled Sheet-Wearing Course(LapisanBetonAspalAus)
k = Angkakalibrasicincinmarshall
K = Konstanta (0,5 – 1 untuklaston; 2 – 3 untuklataston; 1 – 2,5
untukcampuran lain).
KAO = Kadar Aspal Optimum
Kg = Kilogram
kN = Kilo Newton
KPa = Kilo Pascal
lb = Pounds
MA = Agregat yang sebagianbesarberukuranbutiran yang lolossaringan
3/8inci (9,5 mm) dantertahanpadasaringan No. 8 (2,36 mm).
mm = Milimeter
MPa = Mega Pascal
MQ = Marsahll Quotient
NA = Agregat yang sebagianbesarberupapasiralam.
NAPA = National Asphalt Pavement Association
P = Porositas
Pag = Prosentaseagregat
Pas = Prosentaseaspal
Pb = Kadar Aspal Optimum Rencana
Pb(M) = Prosentasekadaraspal optimum tiapMould
q = Angka yang didapatkandari dial stabiltasujimarshall
R = KoefisienKorelasi
R2 = KoefisienDeterminasi
S = Stabilitas
SG = Sepcific Gravity
SGb = Specific GravityBitumen
SGca = Specific GravityCoarse Aggregate
SGf = Specific GravityFiller
SGfa = Specific GravityFine Aggregate
SGmix = Specific gravity campuran
SNI = Standar Nasional Indonesia
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SSD = Saturated Surface Dry
t = Tebalbendauji
V = Volume
Wb = BeratBitumen
Wca = Berat Coarse Aggregate
Wdry = Berat Kering/Berat di Udara
Wf = Berat Filler
Wfa = Berat Fine Aggregate
Ws = Berat SSD
Ww = Berat di Dalam Air.
= GarisGrafikAspalPenetrasi60/70
= GarisGrafikAspalRetona Blend55