The design of hot mixture thin surfacing containing asbuton modified bitumen fro hot and erid region COVER
perpustakaan.uns.ac.id
digilib.uns.ac.id
THESIS
THE DESIGN OF HOT MIXTURE THIN SURFACING
CONTAINING ASBUTON MODIFIED BITUMEN FOR
HOT AND ARID REGION
Arranged by:
OMAR MOHAMED KABBASH
S941302027
POST GRADUATE
CIVIL ENGINEERING PROGRAMS
UNIVERSITAS SEBELAS MARET
2014
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STATEMENT OF ORIGINALITY AND CONTENT
PUBLICATION OF FINAL PROJECT
I declare actually:
1. Thesis by the title: “THE DESIGN OF HOT MIXTURE THIN
SURFACING CONTAINING ASBUTON MODIFIED BITUMEN
FOR HOT AND ARID REGION” is my own work and has not been
submitted for any degree or other purposes, except has been mentioned on
the bibliography as reference of this paper. If in the future proved there is
plagiarism in this paper, I am willing to accept the sanction appropriate to
legislation (Permendiknas No. 17, 2010).
2. Publication of this Thesis on Journal or scientific forum should be
permission and include the counselor as author and PPs UNS as
institution. In the period at least one semester I did not do the publication
of part or all of the contents of this thesis, the Master Civil Engineering
Program of UNS reserves the right to publish a scientific journal published
by the Master Civil Engineering Department of UNS. If I am in violation
of the terms of this publication, then I am willing to receive the applicable
academic sanctions.
Surakarta, ………… 2014
Author,
OMAR MOHAMED KABBASH
S941302027
commit to user
iv
perpustakaan.uns.ac.id
digilib.uns.ac.id
FOREWORD
Praise to Allah SWT the lord of the world, who has given mercy and blessing so
that this thesis with a title THE DESIGN OF HOT MIXTURE THIN
SURFACING CONTAINING ASBUTON MODIFIED BITUMEN FOR
HOT AND ARID REGIONcan be resolved. This thesis is submitted as a condition
for
obtaining
a
master's
degree
in
Civil
Engineering
Master
Program
ofSebelasMaretUniversity.
Respectfully I say many thanks to:
1. Director of Civil Engineering Master Program of Sebelas Maret University.
2. Dr. Ir. Mamok Suprapto, M.Eng, as the head of Civil Engineering Master
Program of Sebelas Maret University.
3. Dr. Eng. Syafi’I, M.T, as secretary of Civil Engineering Master Program
of Sebelas Maret University.
4. Ir. Ary Setyawan, as first supervisor.
5. Dr. Dewi Handayani, ST .MT as second supervisor.
6. All faculty staff of Civil Engineering Master Program of Sebelas Maret
University who have helped during lectures.
7. My brothersand sisters who always support at every condition.
8. Student colleagues of Civil Engineering Master Program of Sebelas Maret
University who gave me inspiration and suggestion.
9. All those who helped me in completing this thesis, the author cannot
mention one by one.
I hope this thesis can contribute to the scientific academic community,
practitioners in the field of building materials and benefit the wider community in
general. The assistance that was given may receive just reward from Allah SWT.
Surakarta, February 2014
Writer,
commit to user
Omar Mohamed Kabbas
v
perpustakaan.uns.ac.id
digilib.uns.ac.id
ABSTRACT
Hot arid region is a region when it is characterized by a severe lack of
available water and has a high temperature like Australia and Africa. In
this condition, hot mix asphalt (HMA) thin surfacing is chosen for road
preservation. This study is aimed to study about modified asbuton for hot
mix asphalt by thin surfacing overlay.
For bitumen modified, researcher used three types of asphalt (asphalt
penetration 60/70, retona blend 55 and polymer SBS) specimen which be
add with 5%, 5.5%, 6%, 6.5% and 7% for each sample with thickness of
30mm. Moreover, for the temperature test, it was tested at 20 oC until 60oC.
The specimen was tested by five test ofmarshall, indirect tensile strength
(ITS), unconfined compressive strength (UCS), permeability and indirect
tensile stiffness modulus (ITSM) test.
The test showed that polymer SBS can be used as a binder for
alternative industrial asphalt in flexible pavement at hot and arid region.
Polymer SBS is good material that has same sensitivity in the different
temperature. From the UCS test, polymer SBS has highest result than
asphlat penetration 60/70 and retona blend 55. Result of marshall test
showed that Polymer SBS more stable than asphalt penetration 60/70 and
retona blend 55. Polymer SBS also has the highest density. Whereas for ITS
test, permeability test and ITSM test, retona blend 55 showed the highest
result. Retona blend 55 has the better result for the test average that was
conducted in this study.
Keyword: HMA, thin surfacing, bitumen, hot arid region
commit to user
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perpustakaan.uns.ac.id
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ABSTRAK
Daerah
panasgersangadalahdaerah
yang
mempunyaikarakteristiksedikitkandungan air danmemiliki temperature yang
tinggiseperti Australia danAfrika.Dalamkondisiini, hot mix asphalt (HMA)
lapisan
tipis
dipilihuntukpreservasi.Penelitianinibertujuanuntukmempelajarimodifikasias
butonpadadaerahpanasgersangmenggunakanpelapisan tipis.
Untukmodifikasi
(aspalpenetrasi
bitumen,
60/70,
retona
dengankandungan5%,
penelitimenggunakantigajenisaspal
blend
5.5%,
55
danpolimer
6%,
6.5%
7%untuksetiapjenisnyadengantebalbendaujicobasekitar
SBS)
and
30mm.
Gunapengujiantemperatur, sampeldiujipadasuhuantara 20oC hingga 60oC.
pengujiansampelmenggunakan 5 macamtes, yaitumarshall, indirect tensile
strength (ITS), unconfined compressive strength (UCS), permeability dan
indirect tensile stiffness modulus (ITSM).
Pengujianmenunjukkanbahwapolimer
SBS
dapatdigunakansebagai
binder padaaspalindustrialternatifpada di daerahgersang. Polymer SBS
adalah
material
yang
smapadatemperatur
bagus
yang
yang
mempunyainilaisensifitas
berbeda.Padates
UCS,
polimer
yang
SBS
menunjukkanhasiltertinggi disbanding aspalpenetrasi 60/70 danretona blend
55.
Padatesmarshall,
polimer
SBS
jugaterlihatlebihstabildanmemilikidensitas yang tertinggi.Sedangkanpadates
ITS, permeability dan ITSM, retona blend 55 menunjukkannilai yang
tertinggi.Retona blend 55 memilikinilai rata-rata yang lebihbaikpadates
yang telahdilakukan.
Keyword: HMA, lapis tipis, bitumen, area panasdantandus
commit to user
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perpustakaan.uns.ac.id
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CONTENT
THESIS ................................................................................................................................ i
RATIFICATION PAGE .......................................................Error! Bookmark not defined.
STATEMENT OF ORIGINALITY .................................................................................... ii
FOREWORD ...................................................................................................................... v
ABSTRACT........................................................................................................................vi
CONTENT ........................................................................................................................ viii
TABLE LIST ...................................................................................................................... x
FIGURE LIST .....................................................................................................................xi
CHAPTER I INTRODUCTION ......................................................................................... 1
1.1
Background ......................................................................................................... 1
1.2
Problem Formulation .......................................................................................... 2
1.3
Problem Limitation ............................................................................................. 2
1.4
Objective of Research ......................................................................................... 2
1.5
Benefit ................................................................................................................. 2
CHAPTER II LITERATURE REVIEW AND BASIC THEORY ..................................... 4
2.1
Literature Review................................................................................................ 4
2.1.1
Hot Mix Asphalt (HMA)............................................................................. 4
2.1.2
Thin Surfacing............................................................................................. 5
2.1.3
Asbuton ....................................................................................................... 6
2.1.4
Marshall Test .............................................................................................. 8
2.1.5
Indirect Tensile Strength (ITS) ................................................................... 9
2.2
Basic Theory ....................................................................................................... 9
2.2.1
Hot Mix Asphalt (HMA)........................................................................... 10
2.2.2
Thin Surfacing........................................................................................... 10
2.2.3
Asbuton ..................................................................................................... 11
2.2.4
Marshall Test ............................................................................................ 12
2.2.5
Indirect Tensile Strength ........................................................................... 13
2.3
Hypothesis......................................................................................................... 13
CHAPTER III RESEARCH METHOD ........................................................................... 14
3.1
Location and Type of Research ........................................................................ 14
3.2
Parameter and Variable ..................................................................................... 14
3.2.1
Parameter .................................................................................................. 14
3.2.2
Variable ..................................................................................................... 14
3.3
Data ................................................................................................................... 15
3.3.1
Type of Data ............................................................................................. 15
3.3.2
Data Collection ......................................................................................... 15
3.3.3
Validation .................................................................................................. 15
3.4
Analysis............................................................................................................. 16
3.4.1
Materials ...................................................................................................
16
commit to user
3.4.2
Gradation................................................................................................... 17
viii
perpustakaan.uns.ac.id
digilib.uns.ac.id
3.4.3
Testing Type ............................................................................................. 18
3.5
Flowchart .......................................................................................................... 22
CHAPTER IV RESULT AND DISCUSSION ................................................................. 23
4.1
Introduction ....................................................................................................... 23
4.2
Materials Test.................................................................................................... 23
4.2.1
Aggregate .................................................................................................. 23
4.2.2
Asphalt ...................................................................................................... 25
4.3
Mixture Design Test ......................................................................................... 27
4.3.1
Optimum Bitumen Content Test ............................................................... 27
4.3.2
Indirect Tensile Strength Test ................................................................... 31
4.3.3
Unconfined Compressive Strength Test.................................................... 33
4.3.4
Permeability Test ...................................................................................... 34
4.3.1
Indirect Tensile Stiffness Modulus Test ................................................... 36
4.4
Discussion ......................................................................................................... 37
4.4.1
Optimum Bitumen Content ....................................................................... 37
4.4.2
Indirect Tensile Strength ........................................................................... 38
4.4.3
Unconfined Compressive Strength ........................................................... 39
4.4.4
Permeability .............................................................................................. 40
4.4.5
Indirect Tensile Stiffness Modulus ........................................................... 41
CHAPTER V CONCLUSION AND SUGGESTION ...................................................... 44
5.1
Conclusion ........................................................................................................ 44
5.2
Suggestion ......................................................................................................... 45
REFERENCE .................................................................................................................... 46
commit to user
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TABLE LIST
Table 1
Test and analysis parameter for asphaltic concrete ................................. 8
Table 2
Gradation limit for asphaltic aggregate ................................................... 9
Table 3
Bitumen gradation of thin surfacing HMA………………………... ...... 22
Table 4
ITS and VCS Test ................................................................................... 26
Table 5
Optimum bitumen (OBC)........................................................................ 27
Table 6
Stiffnes on ISTM ..................................................................................... 27
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FIGURE LIST
Figure 1
Microsurfacing process ........................................................................... 10
Figure 2
Example of Cracking Greater than 0.25 inch – Seal Prior to Overlay .... 11
Figure 3
Asbuton (Asphalt Buton) ........................................................................ 13
Figure 4
Gradation curves of aggregate mixtures for thin surfacing ..................... 14
Figure 5
Flowchart diagram of thin surfacing overlay modified bitumen by
asbuton .................................................................................................... 17
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THESIS
THE DESIGN OF HOT MIXTURE THIN SURFACING
CONTAINING ASBUTON MODIFIED BITUMEN FOR
HOT AND ARID REGION
Arranged by:
OMAR MOHAMED KABBASH
S941302027
POST GRADUATE
CIVIL ENGINEERING PROGRAMS
UNIVERSITAS SEBELAS MARET
2014
commit
to user
i
perpustakaan.uns.ac.id
digilib.uns.ac.id
commit to user
ii
perpustakaan.uns.ac.id
digilib.uns.ac.id
commit to user
iii
perpustakaan.uns.ac.id
digilib.uns.ac.id
STATEMENT OF ORIGINALITY AND CONTENT
PUBLICATION OF FINAL PROJECT
I declare actually:
1. Thesis by the title: “THE DESIGN OF HOT MIXTURE THIN
SURFACING CONTAINING ASBUTON MODIFIED BITUMEN
FOR HOT AND ARID REGION” is my own work and has not been
submitted for any degree or other purposes, except has been mentioned on
the bibliography as reference of this paper. If in the future proved there is
plagiarism in this paper, I am willing to accept the sanction appropriate to
legislation (Permendiknas No. 17, 2010).
2. Publication of this Thesis on Journal or scientific forum should be
permission and include the counselor as author and PPs UNS as
institution. In the period at least one semester I did not do the publication
of part or all of the contents of this thesis, the Master Civil Engineering
Program of UNS reserves the right to publish a scientific journal published
by the Master Civil Engineering Department of UNS. If I am in violation
of the terms of this publication, then I am willing to receive the applicable
academic sanctions.
Surakarta, ………… 2014
Author,
OMAR MOHAMED KABBASH
S941302027
commit to user
iv
perpustakaan.uns.ac.id
digilib.uns.ac.id
FOREWORD
Praise to Allah SWT the lord of the world, who has given mercy and blessing so
that this thesis with a title THE DESIGN OF HOT MIXTURE THIN
SURFACING CONTAINING ASBUTON MODIFIED BITUMEN FOR
HOT AND ARID REGIONcan be resolved. This thesis is submitted as a condition
for
obtaining
a
master's
degree
in
Civil
Engineering
Master
Program
ofSebelasMaretUniversity.
Respectfully I say many thanks to:
1. Director of Civil Engineering Master Program of Sebelas Maret University.
2. Dr. Ir. Mamok Suprapto, M.Eng, as the head of Civil Engineering Master
Program of Sebelas Maret University.
3. Dr. Eng. Syafi’I, M.T, as secretary of Civil Engineering Master Program
of Sebelas Maret University.
4. Ir. Ary Setyawan, as first supervisor.
5. Dr. Dewi Handayani, ST .MT as second supervisor.
6. All faculty staff of Civil Engineering Master Program of Sebelas Maret
University who have helped during lectures.
7. My brothersand sisters who always support at every condition.
8. Student colleagues of Civil Engineering Master Program of Sebelas Maret
University who gave me inspiration and suggestion.
9. All those who helped me in completing this thesis, the author cannot
mention one by one.
I hope this thesis can contribute to the scientific academic community,
practitioners in the field of building materials and benefit the wider community in
general. The assistance that was given may receive just reward from Allah SWT.
Surakarta, February 2014
Writer,
commit to user
Omar Mohamed Kabbas
v
perpustakaan.uns.ac.id
digilib.uns.ac.id
ABSTRACT
Hot arid region is a region when it is characterized by a severe lack of
available water and has a high temperature like Australia and Africa. In
this condition, hot mix asphalt (HMA) thin surfacing is chosen for road
preservation. This study is aimed to study about modified asbuton for hot
mix asphalt by thin surfacing overlay.
For bitumen modified, researcher used three types of asphalt (asphalt
penetration 60/70, retona blend 55 and polymer SBS) specimen which be
add with 5%, 5.5%, 6%, 6.5% and 7% for each sample with thickness of
30mm. Moreover, for the temperature test, it was tested at 20 oC until 60oC.
The specimen was tested by five test ofmarshall, indirect tensile strength
(ITS), unconfined compressive strength (UCS), permeability and indirect
tensile stiffness modulus (ITSM) test.
The test showed that polymer SBS can be used as a binder for
alternative industrial asphalt in flexible pavement at hot and arid region.
Polymer SBS is good material that has same sensitivity in the different
temperature. From the UCS test, polymer SBS has highest result than
asphlat penetration 60/70 and retona blend 55. Result of marshall test
showed that Polymer SBS more stable than asphalt penetration 60/70 and
retona blend 55. Polymer SBS also has the highest density. Whereas for ITS
test, permeability test and ITSM test, retona blend 55 showed the highest
result. Retona blend 55 has the better result for the test average that was
conducted in this study.
Keyword: HMA, thin surfacing, bitumen, hot arid region
commit to user
vi
perpustakaan.uns.ac.id
digilib.uns.ac.id
ABSTRAK
Daerah
panasgersangadalahdaerah
yang
mempunyaikarakteristiksedikitkandungan air danmemiliki temperature yang
tinggiseperti Australia danAfrika.Dalamkondisiini, hot mix asphalt (HMA)
lapisan
tipis
dipilihuntukpreservasi.Penelitianinibertujuanuntukmempelajarimodifikasias
butonpadadaerahpanasgersangmenggunakanpelapisan tipis.
Untukmodifikasi
(aspalpenetrasi
bitumen,
60/70,
retona
dengankandungan5%,
penelitimenggunakantigajenisaspal
blend
5.5%,
55
danpolimer
6%,
6.5%
7%untuksetiapjenisnyadengantebalbendaujicobasekitar
SBS)
and
30mm.
Gunapengujiantemperatur, sampeldiujipadasuhuantara 20oC hingga 60oC.
pengujiansampelmenggunakan 5 macamtes, yaitumarshall, indirect tensile
strength (ITS), unconfined compressive strength (UCS), permeability dan
indirect tensile stiffness modulus (ITSM).
Pengujianmenunjukkanbahwapolimer
SBS
dapatdigunakansebagai
binder padaaspalindustrialternatifpada di daerahgersang. Polymer SBS
adalah
material
yang
smapadatemperatur
bagus
yang
yang
mempunyainilaisensifitas
berbeda.Padates
UCS,
polimer
yang
SBS
menunjukkanhasiltertinggi disbanding aspalpenetrasi 60/70 danretona blend
55.
Padatesmarshall,
polimer
SBS
jugaterlihatlebihstabildanmemilikidensitas yang tertinggi.Sedangkanpadates
ITS, permeability dan ITSM, retona blend 55 menunjukkannilai yang
tertinggi.Retona blend 55 memilikinilai rata-rata yang lebihbaikpadates
yang telahdilakukan.
Keyword: HMA, lapis tipis, bitumen, area panasdantandus
commit to user
vii
perpustakaan.uns.ac.id
digilib.uns.ac.id
CONTENT
THESIS ................................................................................................................................ i
RATIFICATION PAGE .......................................................Error! Bookmark not defined.
STATEMENT OF ORIGINALITY .................................................................................... ii
FOREWORD ...................................................................................................................... v
ABSTRACT........................................................................................................................vi
CONTENT ........................................................................................................................ viii
TABLE LIST ...................................................................................................................... x
FIGURE LIST .....................................................................................................................xi
CHAPTER I INTRODUCTION ......................................................................................... 1
1.1
Background ......................................................................................................... 1
1.2
Problem Formulation .......................................................................................... 2
1.3
Problem Limitation ............................................................................................. 2
1.4
Objective of Research ......................................................................................... 2
1.5
Benefit ................................................................................................................. 2
CHAPTER II LITERATURE REVIEW AND BASIC THEORY ..................................... 4
2.1
Literature Review................................................................................................ 4
2.1.1
Hot Mix Asphalt (HMA)............................................................................. 4
2.1.2
Thin Surfacing............................................................................................. 5
2.1.3
Asbuton ....................................................................................................... 6
2.1.4
Marshall Test .............................................................................................. 8
2.1.5
Indirect Tensile Strength (ITS) ................................................................... 9
2.2
Basic Theory ....................................................................................................... 9
2.2.1
Hot Mix Asphalt (HMA)........................................................................... 10
2.2.2
Thin Surfacing........................................................................................... 10
2.2.3
Asbuton ..................................................................................................... 11
2.2.4
Marshall Test ............................................................................................ 12
2.2.5
Indirect Tensile Strength ........................................................................... 13
2.3
Hypothesis......................................................................................................... 13
CHAPTER III RESEARCH METHOD ........................................................................... 14
3.1
Location and Type of Research ........................................................................ 14
3.2
Parameter and Variable ..................................................................................... 14
3.2.1
Parameter .................................................................................................. 14
3.2.2
Variable ..................................................................................................... 14
3.3
Data ................................................................................................................... 15
3.3.1
Type of Data ............................................................................................. 15
3.3.2
Data Collection ......................................................................................... 15
3.3.3
Validation .................................................................................................. 15
3.4
Analysis............................................................................................................. 16
3.4.1
Materials ...................................................................................................
16
commit to user
3.4.2
Gradation................................................................................................... 17
viii
perpustakaan.uns.ac.id
digilib.uns.ac.id
3.4.3
Testing Type ............................................................................................. 18
3.5
Flowchart .......................................................................................................... 22
CHAPTER IV RESULT AND DISCUSSION ................................................................. 23
4.1
Introduction ....................................................................................................... 23
4.2
Materials Test.................................................................................................... 23
4.2.1
Aggregate .................................................................................................. 23
4.2.2
Asphalt ...................................................................................................... 25
4.3
Mixture Design Test ......................................................................................... 27
4.3.1
Optimum Bitumen Content Test ............................................................... 27
4.3.2
Indirect Tensile Strength Test ................................................................... 31
4.3.3
Unconfined Compressive Strength Test.................................................... 33
4.3.4
Permeability Test ...................................................................................... 34
4.3.1
Indirect Tensile Stiffness Modulus Test ................................................... 36
4.4
Discussion ......................................................................................................... 37
4.4.1
Optimum Bitumen Content ....................................................................... 37
4.4.2
Indirect Tensile Strength ........................................................................... 38
4.4.3
Unconfined Compressive Strength ........................................................... 39
4.4.4
Permeability .............................................................................................. 40
4.4.5
Indirect Tensile Stiffness Modulus ........................................................... 41
CHAPTER V CONCLUSION AND SUGGESTION ...................................................... 44
5.1
Conclusion ........................................................................................................ 44
5.2
Suggestion ......................................................................................................... 45
REFERENCE .................................................................................................................... 46
commit to user
ix
perpustakaan.uns.ac.id
digilib.uns.ac.id
TABLE LIST
Table 1
Test and analysis parameter for asphaltic concrete ................................. 8
Table 2
Gradation limit for asphaltic aggregate ................................................... 9
Table 3
Bitumen gradation of thin surfacing HMA………………………... ...... 22
Table 4
ITS and VCS Test ................................................................................... 26
Table 5
Optimum bitumen (OBC)........................................................................ 27
Table 6
Stiffnes on ISTM ..................................................................................... 27
commit to user
x
perpustakaan.uns.ac.id
digilib.uns.ac.id
FIGURE LIST
Figure 1
Microsurfacing process ........................................................................... 10
Figure 2
Example of Cracking Greater than 0.25 inch – Seal Prior to Overlay .... 11
Figure 3
Asbuton (Asphalt Buton) ........................................................................ 13
Figure 4
Gradation curves of aggregate mixtures for thin surfacing ..................... 14
Figure 5
Flowchart diagram of thin surfacing overlay modified bitumen by
asbuton .................................................................................................... 17
commit to user
xi