POTENSI PEMAKAIAN MATERIAL TENGGARONG TERHADAP CAMPURAN ASPAL BETON (AC- BASE)
Kutai Kartanegara has quite large quarry of type C materials estimated about 156.000.000 m3. With total area of the region of only 27.263,10 km2, those materials are quite an amount. Unfortunately, the use of those materials is limited as non-structural building materials. The purpose of this resear...
| Main Authors: | , |
|---|---|
| Format: | Thesis |
| Published: |
[Yogyakarta] : Universitas Gadjah Mada
2011
|
| Subjects: |
| _version_ | 1797030433706213376 |
|---|---|
| author | , Syahrul, ST. , Ir. Latief Budi Suparma, M.Sc., Ph.D. |
| author_facet | , Syahrul, ST. , Ir. Latief Budi Suparma, M.Sc., Ph.D. |
| author_sort | , Syahrul, ST. |
| collection | UGM |
| description | Kutai Kartanegara has quite large quarry of type C materials estimated
about 156.000.000 m3. With total area of the region of only 27.263,10 km2, those
materials are quite an amount. Unfortunately, the use of those materials is limited
as non-structural building materials.
The purpose of this research is to determine the potency of Tenggarong
sand aggregate and Jembayan crushed stone as composites in AC-Base mixture.
This research is performed by using volumetric and Marshall characteristics
which consist of density, Voids in the Mineral Aggregate (VMA), Voids In The
Mix (VITM), Voids Filled With Asphalt (VFWA), stability, flow, and Marshall
Quotient as parameters. To determine the resistance of asphalt mixtures
cohesiveness, conditioned and unconditioned Indirect Tensile Strength is being
used. Three mixture variations are being made to determine the optimum content
of asphalt, the index value of immersion or residual strength and the value of
Indirect Tensile Strength.
Physical data which can be derived from Jembayan crushed stone�s
experiments are 26,0 % for physical worn-out 97,0 % for viscosity of asphalt
aggregate 2,608 % for specific gravity bulk, and 1,373 % for absorption. Mean
while data from Tenggarong sand aggregate�s experiments are 95,12 % for sand
equivalent 2,552 % for specific gravity bulk and 1,133 % for absorption. Based on
Marshall Test, the optimum content of asphalt for each variation is 5,000 %, 4,700
%, and 4,600 %. The index value of immersion for each variation is 107,88 %,
116,43 % and 112,60 %, while the value of Tensile Strength Ratio as Celereng
filler are 99,19 %, 96,58 % and 94,52 %. |
| first_indexed | 2024-03-13T22:05:44Z |
| format | Thesis |
| id | oai:generic.eprints.org:88953 |
| institution | Universiti Gadjah Mada |
| last_indexed | 2024-03-13T22:05:44Z |
| publishDate | 2011 |
| publisher | [Yogyakarta] : Universitas Gadjah Mada |
| record_format | dspace |
| spelling | oai:generic.eprints.org:889532014-08-20T02:54:03Z https://repository.ugm.ac.id/88953/ POTENSI PEMAKAIAN MATERIAL TENGGARONG TERHADAP CAMPURAN ASPAL BETON (AC- BASE) , Syahrul, ST. , Ir. Latief Budi Suparma, M.Sc., Ph.D. ETD Kutai Kartanegara has quite large quarry of type C materials estimated about 156.000.000 m3. With total area of the region of only 27.263,10 km2, those materials are quite an amount. Unfortunately, the use of those materials is limited as non-structural building materials. The purpose of this research is to determine the potency of Tenggarong sand aggregate and Jembayan crushed stone as composites in AC-Base mixture. This research is performed by using volumetric and Marshall characteristics which consist of density, Voids in the Mineral Aggregate (VMA), Voids In The Mix (VITM), Voids Filled With Asphalt (VFWA), stability, flow, and Marshall Quotient as parameters. To determine the resistance of asphalt mixtures cohesiveness, conditioned and unconditioned Indirect Tensile Strength is being used. Three mixture variations are being made to determine the optimum content of asphalt, the index value of immersion or residual strength and the value of Indirect Tensile Strength. Physical data which can be derived from Jembayan crushed stone�s experiments are 26,0 % for physical worn-out 97,0 % for viscosity of asphalt aggregate 2,608 % for specific gravity bulk, and 1,373 % for absorption. Mean while data from Tenggarong sand aggregate�s experiments are 95,12 % for sand equivalent 2,552 % for specific gravity bulk and 1,133 % for absorption. Based on Marshall Test, the optimum content of asphalt for each variation is 5,000 %, 4,700 %, and 4,600 %. The index value of immersion for each variation is 107,88 %, 116,43 % and 112,60 %, while the value of Tensile Strength Ratio as Celereng filler are 99,19 %, 96,58 % and 94,52 %. [Yogyakarta] : Universitas Gadjah Mada 2011 Thesis NonPeerReviewed , Syahrul, ST. and , Ir. Latief Budi Suparma, M.Sc., Ph.D. (2011) POTENSI PEMAKAIAN MATERIAL TENGGARONG TERHADAP CAMPURAN ASPAL BETON (AC- BASE). UNSPECIFIED thesis, UNSPECIFIED. http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=50921 |
| spellingShingle | ETD , Syahrul, ST. , Ir. Latief Budi Suparma, M.Sc., Ph.D. POTENSI PEMAKAIAN MATERIAL TENGGARONG TERHADAP CAMPURAN ASPAL BETON (AC- BASE) |
| title | POTENSI PEMAKAIAN MATERIAL TENGGARONG
TERHADAP CAMPURAN ASPAL BETON (AC- BASE) |
| title_full | POTENSI PEMAKAIAN MATERIAL TENGGARONG
TERHADAP CAMPURAN ASPAL BETON (AC- BASE) |
| title_fullStr | POTENSI PEMAKAIAN MATERIAL TENGGARONG
TERHADAP CAMPURAN ASPAL BETON (AC- BASE) |
| title_full_unstemmed | POTENSI PEMAKAIAN MATERIAL TENGGARONG
TERHADAP CAMPURAN ASPAL BETON (AC- BASE) |
| title_short | POTENSI PEMAKAIAN MATERIAL TENGGARONG
TERHADAP CAMPURAN ASPAL BETON (AC- BASE) |
| title_sort | potensi pemakaian material tenggarong terhadap campuran aspal beton ac base |
| topic | ETD |
| work_keys_str_mv | AT syahrulst potensipemakaianmaterialtenggarongterhadapcampuranaspalbetonacbase AT irlatiefbudisuparmamscphd potensipemakaianmaterialtenggarongterhadapcampuranaspalbetonacbase |