PEMANFAATAN LIMBAH PECAHAN BATU MARMER SEBAGAI PENGGANTI AGREGAT 10/10 PADA CAMPURAN AC-WC (ASPHALT CONCRETE – WEARING COURSE) TERHADAP NILAI KARAKTERISTIK MARSHALL

SONDIR ◽  
2021 ◽  
Vol 5 (1) ◽  
pp. 32-39
Author(s):  
Gilang Trianugrah S ◽  
Bambang Wedyantadji ◽  
Togi Nainggolan
Keyword(s):  
Asphalt Concrete ◽  
Marshall Test

Keterbatasan material batu kali untuk campuran perkerasan lama kelamaan akan mengalami pengurangan. Dalam penelitian ini mengambil alternatif pemanfaatan limbah batu marmer sebagai pengganti agregat 10/10 pada campuran AC-WC. Di Kabupaten Tulungagung khususnya Desa Gamping Rejo mempunyai limbah batu marmer dari hasil pengolahan kerajinan yang hanya digunakan sebagai timbunan jalan berlubang dan kurang bernilai secara ekonomis.Penelitian ini bertujuan untuk mengetahui pengaruh limbah batu marmer sebagai pengganti agregat 10/10 ditinjau dari nilai karakteristik Marshall dan juga kelayakan dari limbah batu marmer. Kemudian melakukan pembuatan benda uji berjumlah 45 buah dilanjutkan dengan pengujian menggunakan metode Marshall Test di laboratorium bahan konstruksi Teknik Sipil Institut Teknologi Nasional Malang. Dari hasil pengujian Marshall sebelum dan sesudah menggunakan batu marmer didaptkan nilai Kadar Aspal Optimum sebesar (5,80%) dan (5,81%). Untuk kadar limbah pecahan batu marmer yang baik didapatkan pada variasi 25% dengan nilai karakteristik Marshall : Stabilitas (973,63 Kg), Flow (3,00 mm), VIM (3,99%), VMA (16,88%), VFA (76,36%), MQ (328,19 Kg/mm). Berdasarkan hasil pengujian batu marmer layak digunakan sebagai pengganti agregat 10/10 pada lapis AC-WC dengan nilai : Flakiness (20,04 %), Impact (12,98 %), Abrasi (27,26 %), Berat jenis (2,58), Penyerapan (1,43 %).

scholarly journals VARIASI JUMLAH TUMBUKAN PADA PEMADATAN CAMPURAN BETON ASPAL MENGGUNAKAN BAHAN TAMBAH ANTI STRIPPING

2020 ◽  
Vol 2 (1) ◽  
pp. 33-39
Author(s):  
Eko Wiyono ◽  
Anni Susilowati
Keyword(s):  
Asphalt Concrete ◽  
Test Method ◽  
Concrete Mixture ◽  
Optimum Number ◽  
Independent Variables ◽  
Dependent Variables ◽  
Marshall Test ◽  
Asphalt Content

AbstractThe objectives of the research were to obtain the Marshall properties of asphalt concrete mixture mixed with variations of manual compact collisions and to determine the optimum number of compactions collisions in the asphalt concrete mixture using anti stripping additives. The independent variables in this research are variation of the number of compaction collisions of asphalt concrete as many as 2x50, 2x75, 2x100, 2x125 and 2x150, with optimum asphalt content of 6%, and Wetfix Be 0,3% to optimum asphalt content. Marshall test method used in this research was based on SNI 06-2489-1991. The dependent variables (research parameters) included percent of cavities in the aggregate (VMA), percent of cavities in the mix, percent of cavities filled in asphalt (VFB), percent of cavity to mix (VIM), stability, melting, and Marshall Quotient. The result showed that the optimum number of compactions of asphalt concrete was 2x100 with Marshall properties value fulfilling SNI 8198-2015 specification. In Asphalt concrete mixture with optimum asphalt content (KAO) of 6%, Wetfix Be level of 0,3%, optimum number of compactions of 2X100, could be obtained by Aggregate (VMA) cavity 17.50%; Asphalt filled cavity (VFB) 76.50%; Cavity to Mixture (VIM) 4,00%; Stability of 1800.00 kg; Melting of 3.75 mm; and Marshall Quontient 500.00 kg/mmKeywords: Anti Stripping, Collision, Compaction, Wetfix BeAbstrakTujuan penelitian untuk mendapatkan nilai properties Marshall campuran beton aspal dengan berbagai variasi jumlah tumbukan pemadatan dan menentukan jumlah tumbukan pemadatan yang optimum pada campuran beton aspal dengan menggunakan bahan tambah anti stripping. Variabel bebas pada penelitian ini adalah variasi jumlah tumbukan pada pemadatan pembuatan beton aspal  sebanyak 2x50, 2x75, 2x100, 2x125 dan 2x150, dengan Kadar Aspal Optimum 6%, dan Wetfix Be 0,3% terhadap kadar aspal optimum. Metode pengujian Marshall berdasarkan SNI 06-2489-1991. Variabel terikat (parameter penelitian) meliputi persen rongga dalam agregat (VMA), persen rongga dalam campuran, persen rongga terisi aspal (VFB), persen rongga terhadap campuran (VIM), stabilitas, kelelehan, Marshall Quotient. Hasil penelitian didapat jumlah tumbukan pada pemadatan beton aspal yang optimum sebesar 2x100 dengan nilai properties Marshall memenuhi spesifikasi SNI 8198-2015. Campuran beton aspal dengan Kadar Aspal Optimum (KAO) 6%, kadar Wetfix Be sebesar 0,3%, Jumlah Tumbukan Optimum 2X100, diperoleh Rongga terhadap Agregat (VMA) 17,50%; Rongga Terisi Aspal (VFB) 76,50%; Rongga terhadap Campuran (VIM) 4,00%; Stabilitas 1800,00 kg; Kelelehan 3,75 mm; dan Marshall Quontient 500,00 kg/mmKata kunci: Anti Stripping, Tumbukan, Pemadatan, Wetfix  Be

scholarly journals BAHAN TAMBAH SERAT ECENG GONDOK PADA LASTON TIPE XI TERHADAP INDEKS MARSHALL TEST MENGGUNAKAN KERIKIL MANTUP

UKaRsT ◽  
2018 ◽  
Vol 2 (2) ◽  
pp. 8
Author(s):  
Sugeng Dwi Hartantyo ◽  
Rasiyo Hepiyanto
Keyword(s):  
Asphalt Concrete ◽  
Water Hyacinth ◽  
Heavy Traffic ◽  
Asphalt Mixture ◽  
Cellulose Fiber ◽  
Fine Aggregate ◽  
Traffic Loads ◽  
Marshall Test ◽  
Technical Specifications

Laston is a mixture of coarse aggregate, fine aggregate, and filler with a binder under the temperature of 145-155oC with the composition being studied and regulated by technical specifications. Laston is also known as AC (Asphalt Concrete).Laston itself is commonly used in Indonesia with continuous gradations used for heavy traffic loads. To get the addictive material is not easy and the material is expensive. Therefore, it is necessary to find alternatives to the cellulose fiber. Water hyacinth is a water weed that once grow and develop, it has high cellulose fiber content, which is about 60%.For that, done a research to add a hot asphalt mixture material that aims to improve the quality of mixed result. The selected material is natural water hyacinth. The method used is trial and error with reference of SNI 03-1737-1989. Variations used are 3%, 5%, and 7% of the asphalt weight, asphalt level used Is 5.61%.The result of this study is Marshall evaluation where the greatest score obtained for stability is 1325 kg,  Flow is 3.73 mm, Quotient Marshall is 401.02 kg/mm, VMA is 66.30%, VFWA is 19.25%, and VIM score is 54.35 %. With this result, the asphalt mixture can not be used because the results of VMA, VFWA, and VIM have not been suitable on specification of SNI 03-1737-1989.  Keywords: Laston, Asphalt Concrete, Water Hyacinth, SNI 03-1737-1989.

scholarly journals Studi Penggunaan Plastik Polypropylene pada Campuran Asphalt Concrete-Wearing Course

CANTILEVER ◽  
2020 ◽  
Vol 8 (2) ◽  
pp. 65-71
Author(s):  
Lie Ing Tan ◽  
Wildan Reza Pahlevi
Keyword(s):  
Asphalt Concrete ◽  
Traffic Accidents ◽  
The Road ◽  
Test Parameters ◽  
Marshall Test

The quality of implementation, drainage, materials that do not meet the standards, and overloaded from the specified class of roads are the main causes of road damage. Thus violations and negligence both in the implementation or maintenance of the road can cause a lot of traffic accidents, damage to vehicles, and various things that can disrupt the comfort and safety of drivers or pedestrians. The purpose of this study was to evaluate the effect of polypropylene plastic as an additive in the Asphalt Concrete-Wearing Course (AC-WC) layer. The use of polypropylene waste used as an additive is around 2.5%; 3.5%; 4.5%; and 5.5% of the asphalt weight. Based on the results of the analysis it was concluded that the mixture of AC-WC with the addition of polypropylene plastic experienced increased stability and decreased melting. Polypropylene plastic which can be used based on the five Marshall test parameters with the highest value of stability and lowest melting is 4.5% of the weight of asphalt.

scholarly journals Karakteristik Marshall Pada Campuran Asphalt Concrete – Wearing Course (AC-WC) Dengan Penambahan Styrofoam

2019 ◽  
Vol 8 (2) ◽  
pp. 51-62
Author(s):  
Ika Sulianti ◽  
Ibrahim Ibrahim ◽  
Agus Subrianto ◽  
Adelia Monita ◽  
Medici Medici
Keyword(s):  
Asphalt Concrete ◽  
Asphalt Pavement ◽  
Flexible Pavement ◽  
Asphalt Mixtures ◽  
Concrete Mixture ◽  
Pavement Performance ◽  
Food Container ◽  
Optimum Stability ◽  
Marshall Test

Styrofoam waste presents the environment issue because it is difficult to decompose. As an effort to recycle this pollutant, styrofoam can be utilized as an additive in asphalt concrete mixture. The use of additives aims to create a flexible pavement layer having good performance and meet the requirements. The purpose of this study is to find out whether the addition of styrofoam can improve the quality of asphalt mixtures, and look for alternative additives that can increase asphalt pavement performance. In this study, researchers used food container styrofoam as an addition and incorforated into Asphalt Concrete Wearing Course (AC-WC) mixture. The styrofoam content was 6.5%; 6.75%; 7% ; 7.25%; and 7.5% of asphalt weight. The optimum asphalt contentused is 5.5%. The value of the optimum stability was 3126,002 kg, found at 7.25% of styrofoam content. The best results of Marshall test was obtained at 6.5% of styrofoam content  with stability value  1362,045 kg, VIM value 4,96%, VMA 15,025%, VFA 67,800%, flow 3,44 mm, and MQ 416,338 kg / mm.

A Study on Improving the Adhesiveness between Granite and Asphalt by Nano-Scaled Calcium Carbonate

2013 ◽  
Vol 575-576 ◽  
pp. 54-57 ◽  
Author(s):  
Xiu Hong Hao ◽  
Yan Min Wang ◽  
Ai Qin Zhang
Keyword(s):  
Calcium Carbonate ◽  
Asphalt Concrete ◽  
Test Methods ◽  
Standard Test ◽  
Test Method ◽  
Highway Engineering ◽  
Modified Asphalt ◽  
Marshall Test ◽  
The Matrix ◽  
Marshall Stability

Granite, due to the poor adhesiveness with asphalt, cannot be widely used as aggregate in asphalt pavement. In this study, nanoscaled calcium carbonate (CaCO3), was selected as modifier to modify asphalt. The adhesion of aggregate and asphalt was evaluated by Boiling test method and the Marshall Test and Immersion Marshall Test were conducted on asphalt concrete (AC-16) according to the Standard Test Methods of Bitumen and Bituminous Mixture for Highway Engineering (JTG E20-2011). The results showed that When the Doping content of CaCO3 (%) is 7%, the adhesion levels reached up to 5 grade and achieved the project requirements. The Immersion Marshall Stability (MS1) of AC-16 CaCO3 modified asphalt concrete can improve 27.6% than that the Matrix asphalt concrete.

scholarly journals “AC – CAST (ASPHALT CONCRETE PRECAST” LAPIS ASPAL BETON BERBASIS CETAK SEBAGAI INOVASI DALAM PENGERJAAN PERKERASAN LAPISAN PERMUKAAN JALAN PADA TIPE JALAN LOKAL

2019 ◽  
Vol 7 (1) ◽  
pp. 7-12
Author(s):  
Subaidillah Fansuri ◽  
Ach. Desmantri Rahmanto ◽  
Mochammad Nauvan Indra Anugraha
Keyword(s):  
Asphalt Concrete ◽  
Marshall Test

Prasarana transportasi berupa jalan merupakan salah satu unsur pengembangan wilayah yang mengalami pengembangan yang sangat pesat. Perkerasan jalan merupakan lapisan perkerasan yang berfungsi memberikan pelayanan kepada sarana transportasi. Aspal beton (Laston) sebagai bahan untuk konstruksi jalan sudah lama dikenal dan digunakan secara luas dalam pembuatan jalan. Penerapan laston (Asphalt Concrete) dan Metode pengaspalan suatu permukaan jalan menggunakan campuran panas (Hot Mix) lebih banyak dilakukan pada tipe jalan dengan skala besar. Namun, untuk tipe jalan lokal terutama jalan seperti pedesaan dengan lebar jalanm minimal 2,5 meter tidak memungkinkan karena penggunaan alat berat yang kompleks pada saat pekerjan laston (Asphalt Concrete). Penelitian ini bertujuan untuk membuat desain dan metode pelaksanaan dari laston (Asphalt Concrete) berbasis pracetak sehingga dapat digunakan secara umum dan solusi mengenai lapisan perkerasan permukaan jalan pada tipe jalan lokal serta menghitung besar biaya pada saat proses pembuatan dan pelaksanaan dari laston (Asphalt Concrete) berbasis cetak. Metode penelitian yang digunakan adalah metode eksprimental atau percobaan mengenai proses pembuatan sampel dari laston atau AC – CAST (Asphalt Concrete Precast) dengan menghitung bahan bahan penyusunnya melalui perhitungan JMF (Job Mix Formula) sehingga didapat persen campuran dari bahan meterial penyusun laston berbasis cetak. Pengujian sampel dari laston atau AC – CAST (Asphalt Concrete Precast) yaitu uji marshall test untuk mengetahui sifat dari laston berbasis pracetak. Desain AC – CAST atau laston berbasis cetak yang dipakai yaitu 10 x 20 cm dengan ketebalan 6 cm. Kadar aspal optimum yang dihasilkan dari pengujian stabilitas dan flow dengan marshall test yaitu 6 %. AC – CAST memiliki nilai harga Rp  2.463,20 dan tiap m2 nya Rp  123.160,12. Metode pelaksanaan AC – CAST terdiri dari pekerjaan persiapan, pekerjaan tanah dan pekerjaan lapisan permukaaan menggunakan AC – CAST.

scholarly journals PENELITIAN PENAMBAHAN BAHAN ADITIF KAPUR HIDRAT KAPUR PADAM SEBAGAI BAHAN PENGISI FILLER PADA CAMPURAN ASPAL BETON

2018 ◽  
Vol 1 (2) ◽  
Author(s):  
Candra Yulianto ◽  
Yosef Cahyo ◽  
Ahmad Ridwan
Keyword(s):  
Asphalt Concrete ◽  
Pore Volume ◽  
Good Resistance ◽  
Air Cavity ◽  
Knowing How ◽  
Optimum Point ◽  
Test Characteristics ◽  
Marshall Test ◽  
Concrete Mix ◽  
Heavy Loads

ABSTRACTIn the construction of highways, the community generally uses concrete asphalt as aningredient in the construction of highways. Asphalt concrete mix (Hotmix) use in Indonesiafrom year to year is increasing. Because concrete asphalt (Hotmix) has advantages comparedto other materials, for example, the price is relatively economical / cheap compared to usingconcrete, its ability to support heavy loads of high vehicles. the practicality of making asphaltconcrete (hotmix) can be made from locally available materials and has good resistance toweather changes. The purpose of this research is how the effect of adding lime extinguishedon mixed materials on asphalt concrete (hotmix) and knowing how much percentage of lime2mixture goes out to reach the optimum point of concrete asphalt from the author's calculationresults can be concluded as follows:1. The value of stability of each decrease by adding lime is 5% at 778 kg, 10% at 645 kg,15% at 534 kg.2. The results of the volume of air cavity to mixture (VIM) with levels of 5%, 10% and 15%,namely 8.17%, 7.51%, and 6.85%.3. Pore volume results between aggregate grains (VMA) with levels of 5%, 10% and 15%,among others, 19.87%, 18.55%, and 17.73%.4. Pore volume results between aggregate grains filled with asphalt (VFB) with levels of 5%,10% and 15%, among others 58.88%, 56.61%, and 54.35%.5. The results of the Marshall Quotient (MQ) value of 5%, 10% and 15% Marshall Quotient(MQ) are 297 kg / mm, 230 kg / mm, and 198 kg / mm.Keywords: Concrete Asphalt, Addition of lime extinguished, Marshall test characteristics

scholarly journals PENGARUH PENAMBAHAN LIMBAH SERBUK GIPSUM SEBAGAI BAHAN PENGGANTI FILLER PADA CAMPURAN ASPHALT CONCRETE-WEARING COURSE

2021 ◽  
Vol 4 (3) ◽  
pp. 545
Author(s):  
Alimatul Hidayah ◽  
Sugeng Dwi Hartantyo
Keyword(s):  
Experimental Method ◽  
Asphalt Concrete ◽  
Marshall Test ◽  
General Specification

Gypsum waste is waste from the remnants of making gypsum lists that cannot be recycled and reused. In this study, gypsum powder was used as a filler substitute (cement). Where cement and gypsum powder waste contains high enough lime (CaO). The aims of study are to determine how the process of making mixtures Aspal Concrete–Wearing Course (AC–WC) by using gypsum powder waste as filler substitute (cement) and results of the Marshall test, namely stability, VFWA, VMA, VIM, Flow, and MQ by using gypsum powder waste as filler substitute (cement).. The method used in this study is experimental method. Gypsum powder waste variation substitution 7%, 8% and 9%  shown the most ideal value of Marshall Properties are gypsum powder waste at 7% variation with Marshall’s highest parameter are Stability 870.95 Kg, VFWA 88.81%, VMA 19.35%, VIM 4.57%, Flow 3.50 mm and Marshall Quotient (MQ) 252.72 Kg/mm. The result that fulfill the criteria in the 2010 General Specification Divison .ABSTRAKLimbah Gypsum merupakan limbah dari sisa-sisa pembuatan list Gypsum yang tidak bisa di daur ulang dan di manfaatkan kembali. Pada penelitian ini limbah serbuk Gypsum digunakan sebagai bahan pengganti Filler . Dimana semen dan limbah serbuk Gypsum memiliki kandungan kapur (CaO) yang cukup tinggi. Penelitian ini bertujuan untuk mengetahui bagaimana proses pembuatan campuran Aspal Concrete–Wearing Course (AC–WC) dengan menggunakan limbah serbuk Gypsum sebagai bahan pengganti Filler (semen) dan untuk mengetahui hasil pengujian marshall test yaitu stabilitas, VFWA, VMA, VIM, Flow dan MQ dengan menggunkan limbah serbuk Gypsum sebagai bahan pengganti Filler (semen). Metode yang digunakan pada ini adalah menggunakan metode eksperimen. Subtitusi variasi limbah serbuk Gypsum 7%, 8% dan 9% menujukkan nilai Marshall Properties yang paling ideal yaitu limbah serbuk Gypsum pada variasi 7% dengan parameter Marshall yang paling tinggi adalah Stability 870.95 Kg, VFWA 88.81%, VMA 19.35%, VIM 4.57%, Flow 3.50 mm dan Marshall Quotient (MQ) 252.72 Kg/mm. Hasil tersebut memenuhi kriteria dalam Spesifikasi Umum 2010 Divisi 6.

scholarly journals PENGARUH VARIASI SUHU PENCAMPURAN DAN PEMADATAN AGREGAT BATU PECAH MADURA (DESA ASEM JARAN KECAMATAN BANYUATES KABUPATEN SAMPANG) PADA CAMPURAN ASPAL PANAS (HOTMIX) ASPHALT CONCRETE WEARING COURSE (ACWC), TERHADAP KARAKTERISTIK MARSHALL

2019 ◽  
Vol 4 (1) ◽  
Author(s):  
Taurina Jemmy Irwanto
Keyword(s):  
Temperature Variation ◽  
Asphalt Concrete ◽  
Asphalt Mixture ◽  
Test Method ◽  
Smelting Process ◽  
Density Level ◽  
Compaction Process ◽  
Temperature Variations ◽  
Marshall Test ◽  
Asphalt Content

 AbstractThe mixing temperature has a role in the asphalt smelting process against aggregate, while the compaction temperature has a depth in the density level of the hot asphalt mixture. The better the mixing and compaction process, the better the mixing and compaction process, the better the performance of the asphalt mixture, the better the performance of the asphalt mixture, the better the paved mixture is planned according to the general specifications of Bina Marga 2010. The mixture of mixtures used is Concrete Wearing Course (ACWC). In this study aims to determine the effect of variations in mixing temperature and compaction on the mixture ACWC hot asphalt using broken stone Asem Jaran Distric Banyuates Sampang. Temperature variations used are 160/1460C, 170/1560C, 180/1660C ,  190/1760C  and  200/1860C  with asphalt content 5,2%, 5,7% dan 6,2%. The test uses the Marshall test method by looking for the charcteristic values of Marshall. Based on the results of testing in the laboratory, it was found an increase in the value of Marshall characteristics from variations in temperature 160/1460C to 170/1560C temperature variations and to decrease the test result of Marshall characteristics values at a temperature variation of 180/1660C ,  190/1760C and 200/1860C so that it was concluded that the use of mixing temperature and optimum compaction at a temperature variation of 170/1560C. Keywords: Temperature, Temperature Variation, Marshall Test, Asphalt concrete Wearing Course (ACWC).  

scholarly journals Kinerja Modulus Resilien Campuran Beraspal Panas Asphalt Concrete Binder Course (AC-BC) Yang Mengandung Recycled Concrete Aggregate

2020 ◽  
Vol 7 (1) ◽  
pp. 1
Author(s):  
Galih Wulandari Subagyo
Keyword(s):  
Test Data ◽  
Asphalt Concrete ◽  
Recycled Concrete ◽  
Concrete Aggregate ◽  
Recycled Concrete Aggregate ◽  
Marshall Test

Aktivitas konstruksi membutuhkan material batu maupun  pasir yang tidak sedikit jumlahnya, maka secara langsung aktivitas konstruksi bertentangan dengan konservasi lingkungan yang mempuyai maksud dan tujuan untuk pelestarian ataupun perlindungan alam. Isu-isu  tentang konservasi tersebut merupakan pendorong yang kuat dalam pengembangan teknologi perkerasan aspal untuk memperoleh perkerasan yang awet, murah dan ramah lingkungan termasuk di Indonesia, yang tentunya meminimalisir adanya perusakan alam, salah satunya dengan menggunakan bahan limbah untuk perkerasan jalan yang baru sudah banyak dilakukan. Salah satu bahan limbah yang akan dicoba untuk mengganti agregat baru pada penelitian ini yaitu limbah beton. Variasi limbah beton 0%, 5%, 10%, 15% terhadap total agregat baru. Kemudian dilakukan pengujian terhadap benda uji tersebut dengan metode marshall test (data pengujian tes Marshall, rendaman marshall dan kepadatan mutlak didapatkan dari penelitian terdahulu) sampai dengan uji modulus resilien sehingga didapat hasil karakteristik Marshall berserta hasil dari modulus resilien. Limbah beton yang di gunakan berasal dari beton mutu K-250 (sisa pengujian kuat tekan) telah memenuhi persyaratan sebagai agregat campuran aspal panas berdasarkan Spesifikasi Bina Marga Tahun 2010 Divisi 6 (Revisi 3). Terhadap nilai modulus resilien campuran AC-BC yang mengandung Limbah beton lebih superior dibandingkan dengan tanpa limbah beton di tiga temperatur pengujian 25°C, 35°C, 45°C.

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