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Pengaruh Minyak Biji Nyamplung pada Bio-Flux Oil Sebagai Modifier Asbuton Butiran Terhadap Kinerja Asbuton Campuran Panas Yuniarti, Ratna
Jurnal Teknik Sipil Vol 21, No 3 (2014)
Publisher : Institut Teknologi Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (636.747 KB)

Abstrak. Sampai saat ini, kebutuhan aspal di Indonesia masih tergantung dari impor karena produksi dalam negeri masih belum mencukupi. Untuk mengatasi permasalahan tersebut, penggunaan asbuton perlu terus dikembangkan. Namun demikian, mortal aspal pada asbuton masih terperangkap pada mineralnya sehingga dibutuhkan bahan pelunak yang dapat meningkatkan kualitas asbuton. Tujuan penelitian ini adalah mengetahui pengaruh proporsi minyak biji nyamplung (Calophyllum inophyllum L.) sebagai bagian dari bio-flux oil terhadap kinerja campuran aspal panas menggunakan asbuton. Bio-flux oil yang digunakan pada penelitian ini terdiri dari 5 komposisi dengan proporsi minyak biji nyamplung pada rentang 20-28%. Hasil penelitian menunjukkan bahwa kinerja campuran yang terbaik diperoleh pada proporsi minyak biji nyamplung dalam bio-flux oil sebesar 28% pada kadar aspal optimum 5,1%. Pada campuran tersebut, nilai stabilitas Marshall adalah 1699,1 kg, flow3,3 mm, Marshall Quotient 516,1 kg/mm, VMA 15,10%, VIM 4,65%, VFB 69,24%, dan ITS 211,5 kPa. Menurut Departemen PU (2007), persyaratan stabilitas Marshall adalah minimal 1000 kg, flow minimal 3,0 mm, Marshall Quotient minimal 300 kg/mm, VMA minimal 15%, VIM 3,5 - 5,5% dan VFB minimal 65%. Proporsi minyak biji nyamplung dalam bio-flux oil tersebut menghasilkan campuran yang memenuhi persyaratan asphalt concrete-wearing course. Abstract. Nowaday, the need of petroleum asphalt in Indonesia still depend on import due to limited production in the country. To overcome this problem, it is necessary to develop the use of Buton natural asphalt (asbuton). However, the bitumen of asbuton is trapped in its mineral so that the modifier to produce high quality of hot mix asphalt is needed. The aim of this study is to know the influence of Calophyllum inophyllum L. oil as part of bio-flux oil on performance of hot mix asphalt containing buton granular asphalt. Bio-flux oil which is used in this study consists of 5 compositions, with the proportion of the oil derived from oil nut tree in the range of 20-28%. The result of this study showed that the best performance was obtained from 28% of the oil derived from oil nut tree at the optimum bitumen content of 5,1%. On that mixture, Marshall stability was 1699,1 kg, flow was 3,3 mm, Marshall Quotient was 516,1 kg/mm, VMA was 15,1%, VIM was 4,65%, VFB was 69,24% and ITS was 211,5 kPa. According to Ministry of Public Work (2007), a minimum Marshall stability required at 1000 kg, a minimum flow set at 3,0 mm, a minimum Marshall Quotient required at 300 kg/mm, a minimum VMA required at 15%, a range of VIM between 3,5%-5,5% and a minimum VFB required at 65%. The proportion of said Calophyllum inophyllum oil in bio-flux oil is being used in the mixture has fulfilled the requirements of asphalt concrete-wearing course.

PENGGUNAAN LIMBAH KACA SEBAGAI FILLER PADA CAMPURAN PERKERASAN ASPAL PANAS Yuniarti, Ratna; Hasyim, Hasyim; Hariyadi, Hariyadi; Handayani, Teti
Jurnal Teknik Sipil Vol 26, No 3 (2019)
Publisher : Institut Teknologi Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.5614/jts.2019.26.3.10

AbstrakPada campuran perkerasan aspal dibutuhkan bahan pengisi (filler) untuk mendukung kinerja konstruksi perkerasan jalan agar dapat menahan beban lalu lintas. Berbagai jenis filler telah banyak digunakan antara lain abu batu, semen portland dan lain-lain. Namun keterbatasan sumber daya alam mendorong upaya pemanfaatan bahan-bahan buangan dalam konstruksi perkerasan jalan. Pada penelitian ini, digunakan limbah kaca sebagai filler pada campuran perkerasan aspal. Penelitian ini bertujuan untuk mengetahui prosentase filler limbah kaca yang paling optimum dan pengaruhnya terhadap kinerja campuran. Kinerja tersebut diukur melalui pengujian stabilitas, flow, Marshall Quotient, rongga dalam campuran, rongga di antara mineral agregat, rongga terisi aspal, Marshall immersion, tegangan tarik tidak langsung dan Cantabro loss. Hasil penelitian menunjukkan bahwa penggunaan limbah kaca dengan proporsi 75% terhadap berat filler meningkatkan stabilitas dan kekakuan campuran sehingga lebih mampu untuk menerima pembebanan. Campuran dengan proporsi 75% filler limbah kaca menghasilkan nilai VIM dan VMA lebih kecil serta nilai VFB lebih besar yang mengindikasikan bahwa campuran memiliki daya ikat dan sifat saling mengunci yang kuat sehingga menghasilkan rongga lebih kecil serta selimut aspal lebih tebal. Berdasarkan hasil uji Marshall immersion dan Cantabro loss, campuran dengan proporsi tersebut lebih tahan terhadap rendaman air sehingga memiliki durabilitas lebih tinggi serta lebih tahan terhadap potensi disintegrasi. AbstractFiller is required in the asphalt concrete mixture to support the performance of pavement construction in order to withstand the traffic load. Various types of filler has been widely used, such as stone ash, portland cement and others. However, because of limitation of available natural resources, there has been a significant increase in the demand for using waste materials in pavement construction. In this study, waste glass was used as filler in asphalt concrete mixture. This study aims to determine the optimum percentage of waste glass filler and evaluate its effect on the performance of asphalt concrete mixtures. The performance was measured in term of stability, flow, Marshall Quotient, voids in mix, voids in the mineral aggregate, voids filled with bitumen, Marshall immersion, indirect tensile strength and Cantabro loss. The results showed that using the percentage of waste glass of 75% by weight of filler increased stability and stiffness so that the mixture became stronger to withstand the load. The mixtures with a proportion of 75% waste glass filler have smaller VIM and VMA values and a larger VFB. It is indicated that the mixtures have strong bonding and interlocking properties resulting in smaller voids and thicker asphalt binder film thickness. Based on the results test of Marshall immersion and Cantabro loss, the mixtures with stated proportion more resistant to water immersion, resulting in higher durability and greater resistance to potency of disintegration.

Analisis Karakteristik Marshall pada Beton Aspal Lapis Pengikat (Asphalt Concrete-Binder Course) menggunakan Aspal Modifikasi Serbuk Serat Pelepah Batang Pisang Desi Widianty; Ratna Yuniarti; Akmaluddin Akmaluddin; Agung Prabowo; Shofia Rawiana
JURNAL SAINS TEKNOLOGI & LINGKUNGAN Vol. 6 No. 1 (2020): JURNAL SAINS TEKNOLOGI & LINGKUNGAN
Publisher : LPPM Universitas Mataram

Asphalt modification by adding fiber powder of banana stem can be implemented to improve the performance of pure asphalt. Asphalt concrete binder course AC-BC is a flexible pavement layer that functions to distribute the load towards the foundation layer. So it really needs strength, durability and stability of the materials. For that, it is necessary to use asphalt modification with fiber powder of banana stem which is used as a binding material in AC-BC asphalt concrete mixture. The proper percentage of modified asphalt level will determine the optimum quality of an asphalt mixture. Asphalt concrete specimens were made in 3 (three) samples for each variation of asphalt level by 5%; 5.5%; 6%; 6.5%; and 7%. The asphalt optimum level in the mixture is carried out through volumetric investigation in the form of VMA, VIM, and VFB values and mechanical assessment in the form of stability, flow and Marshall Quetient. The results of data analysis found that the value of VIM, stability and MQ tend to decrease with increasing levels of modified asphalt. On the other hand the value of VMA, VFB and flow tend to rise with increasing levels of modified asphalt. However, from the five variations of asphalt levels obtained asphalt levels of 5% and 5.5% which meet all the specifications of AC-BC asphalt concrete specification. To determine the asphalt optimum level, the average of qualified asphalt level is taken. So that the asphalt concrete AC-BC will produce a better structural performance at 5.25% asphalt level with banana stem fiber powder on asphalt by 0.1%.

Pengaruh Minyak Biji Nyamplung pada Bio-Flux Oil Sebagai Modifier Asbuton Butiran Terhadap Kinerja Asbuton Campuran Panas Ratna Yuniarti
Jurnal Teknik Sipil Vol 21 No 3 (2014)
Publisher : Institut Teknologi Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.5614/jts.2014.21.3.8

Abstrak. Sampai saat ini, kebutuhan aspal di Indonesia masih tergantung dari impor karena produksi dalam negeri masih belum mencukupi. Untuk mengatasi permasalahan tersebut, penggunaan asbuton perlu terus dikembangkan. Namun demikian, mortal aspal pada asbuton masih terperangkap pada mineralnya sehingga dibutuhkan bahan pelunak yang dapat meningkatkan kualitas asbuton. Tujuan penelitian ini adalah mengetahui pengaruh proporsi minyak biji nyamplung (Calophyllum inophyllum L.) sebagai bagian dari bio-flux oil terhadap kinerja campuran aspal panas menggunakan asbuton. Bio-flux oil yang digunakan pada penelitian ini terdiri dari 5 komposisi dengan proporsi minyak biji nyamplung pada rentang 20-28%. Hasil penelitian menunjukkan bahwa kinerja campuran yang terbaik diperoleh pada proporsi minyak biji nyamplung dalam bio-flux oil sebesar 28% pada kadar aspal optimum 5,1%. Pada campuran tersebut, nilai stabilitas Marshall adalah 1699,1 kg, flow3,3 mm, Marshall Quotient 516,1 kg/mm, VMA 15,10%, VIM 4,65%, VFB 69,24%, dan ITS 211,5 kPa. Menurut Departemen PU (2007), persyaratan stabilitas Marshall adalah minimal 1000 kg, flow minimal 3,0 mm, Marshall Quotient minimal 300 kg/mm, VMA minimal 15%, VIM 3,5 - 5,5% dan VFB minimal 65%. Proporsi minyak biji nyamplung dalam bio-flux oil tersebut menghasilkan campuran yang memenuhi persyaratan asphalt concrete-wearing course. Abstract. Nowaday, the need of petroleum asphalt in Indonesia still depend on import due to limited production in the country. To overcome this problem, it is necessary to develop the use of Buton natural asphalt (asbuton). However, the bitumen of asbuton is trapped in its mineral so that the modifier to produce high quality of hot mix asphalt is needed. The aim of this study is to know the influence of Calophyllum inophyllum L. oil as part of bio-flux oil on performance of hot mix asphalt containing buton granular asphalt. Bio-flux oil which is used in this study consists of 5 compositions, with the proportion of the oil derived from oil nut tree in the range of 20-28%. The result of this study showed that the best performance was obtained from 28% of the oil derived from oil nut tree at the optimum bitumen content of 5,1%. On that mixture, Marshall stability was 1699,1 kg, flow was 3,3 mm, Marshall Quotient was 516,1 kg/mm, VMA was 15,1%, VIM was 4,65%, VFB was 69,24% and ITS was 211,5 kPa. According to Ministry of Public Work (2007), a minimum Marshall stability required at 1000 kg, a minimum flow set at 3,0 mm, a minimum Marshall Quotient required at 300 kg/mm, a minimum VMA required at 15%, a range of VIM between 3,5%-5,5% and a minimum VFB required at 65%. The proportion of said Calophyllum inophyllum oil in bio-flux oil is being used in the mixture has fulfilled the requirements of asphalt concrete-wearing course.

Penggunaan Limbah Kaca Sebagai Filler Pada Campuran Perkerasan Aspal Panas Ratna Yuniarti; Hasyim Hasyim; Hariyadi Hariyadi; Teti Handayani
Jurnal Teknik Sipil Vol 26 No 3 (2019)
Publisher : Institut Teknologi Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.5614/jts.2019.26.3.10

AbstrakPada campuran perkerasan aspal dibutuhkan bahan pengisi (filler) untuk mendukung kinerja konstruksi perkerasan jalan agar dapat menahan beban lalu lintas. Berbagai jenis filler telah banyak digunakan antara lain abu batu, semen portland dan lain-lain. Namun keterbatasan sumber daya alam mendorong upaya pemanfaatan bahan-bahan buangan dalam konstruksi perkerasan jalan. Pada penelitian ini, digunakan limbah kaca sebagai filler pada campuran perkerasan aspal. Penelitian ini bertujuan untuk mengetahui prosentase filler limbah kaca yang paling optimum dan pengaruhnya terhadap kinerja campuran. Kinerja tersebut diukur melalui pengujian stabilitas, flow, Marshall Quotient, rongga dalam campuran, rongga di antara mineral agregat, rongga terisi aspal, Marshall immersion, tegangan tarik tidak langsung dan Cantabro loss. Hasil penelitian menunjukkan bahwa penggunaan limbah kaca dengan proporsi 75% terhadap berat filler meningkatkan stabilitas dan kekakuan campuran sehingga lebih mampu untuk menerima pembebanan. Campuran dengan proporsi 75% filler limbah kaca menghasilkan nilai VIM dan VMA lebih kecil serta nilai VFB lebih besar yang mengindikasikan bahwa campuran memiliki daya ikat dan sifat saling mengunci yang kuat sehingga menghasilkan rongga lebih kecil serta selimut aspal lebih tebal. Berdasarkan hasil uji Marshall immersion dan Cantabro loss, campuran dengan proporsi tersebut lebih tahan terhadap rendaman air sehingga memiliki durabilitas lebih tinggi serta lebih tahan terhadap potensi disintegrasi. AbstractFiller is required in the asphalt concrete mixture to support the performance of pavement construction in order to withstand the traffic load. Various types of filler has been widely used, such as stone ash, portland cement and others. However, because of limitation of available natural resources, there has been a significant increase in the demand for using waste materials in pavement construction. In this study, waste glass was used as filler in asphalt concrete mixture. This study aims to determine the optimum percentage of waste glass filler and evaluate its effect on the performance of asphalt concrete mixtures. The performance was measured in term of stability, flow, Marshall Quotient, voids in mix, voids in the mineral aggregate, voids filled with bitumen, Marshall immersion, indirect tensile strength and Cantabro loss. The results showed that using the percentage of waste glass of 75% by weight of filler increased stability and stiffness so that the mixture became stronger to withstand the load. The mixtures with a proportion of 75% waste glass filler have smaller VIM and VMA values and a larger VFB. It is indicated that the mixtures have strong bonding and interlocking properties resulting in smaller voids and thicker asphalt binder film thickness. Based on the results test of Marshall immersion and Cantabro loss, the mixtures with stated proportion more resistant to water immersion, resulting in higher durability and greater resistance to potency of disintegration.

Pengaruh Penetration Index Terhadap Karakteristik Marshall Laston Menggunakan Limbah Styrofoam dan PVC Ratna Yuniarti; I Dewa Made Alit Karyawan
Siklus : Jurnal Teknik Sipil Vol. 7 No. 1 (2021)
Publisher : Program Studi Teknik Sipil Fakultas Teknik Universitas Lancang Kuning

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31849/siklus.v7i1.6060

The performance of road pavement is strongly determined by material used in asphalt mixture. However, it is occasionally found that asphalt used in hot mix asphalt did not fulfill softening point requirement. On the other hand, the amounts of waste styrofoam and PVC are tend to increase and need a large space for its handling. Therefore, it is necessary to improve the quality of asphalt by using waste styrofoam and PVC. This article aims to review the performance of asphalt concrete using waste styrofoam and PVC as asphalt modifier based on the value of its penetration index. Styrofoam modified asphat was made by mixing asphalt penetration grade 60/70 with 0%, 2%, 4% and 6% waste styrofoam, meanwhile the percentages of waste PVC as asphalt modifier were 1%, 2%, 3% and 4%, respectively. The properties analyzed are Marshall stabiliy, flow, Marshall Quotient, Marshall immersion and retained strength index. From the analysis, it can be concluded that the use of waste styrofoam and PVC increase modified asphalt penetration index, and its penetration index significantly affect the properties of asphalt concrete

PENGEMBANGAN KOPERASI SAMPAH UNTUK PENINGKATAN KESEJAHTERAAN MASYARAKAT DESA JELANTIK KABUPATEN LOMBOK TENGAH Humairo Saidah; Shofia Rawiana; Ratna Yuniarti; Ida Ayu Oka Suwati Sideman; Desi Widianty
Jurnal Abdi Insani Vol 9 No 1 (2022): Jurnal Abdi Insani
Publisher : Universitas Mataram

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29303/abdiinsani.v9i1.480

The "Sapu sae" waste cooperative is a joint effort of community groups in Jelantik Village to collect waste, especially plastic waste, to overcome the problem of plastic waste while improving the welfare of the residents. However, this cooperative is currently no longer operating due to various reasons. Difficulty in collecting waste due to residents' refusal, lack of administrative and financial management capabilities and unclear management of the cooperative are the main reasons why this cooperative is unable to survive. This activity aims to revive village waste management activities. This service activity uses a solution approach method for cooperative problems. The activities are carried out in several stages, including the revitalization of cooperatives, simple bookkeeping and finance training for administrators, waste management training for members, providing minimal assistance for cooperatives and closing with mentoring and evaluation. This activity has been carried out and received a warm welcome from the Jelantik Village community. The waste cooperative has been revived with new legal administrators who have been given bookkeeping training. Cooperative members were also given training in making handicrafts made from waste. Service activities also provide minimal means for carrying out cooperative activities in the form of garbage collection sacks, member savings books and cooperative administration book packages. This activity has been evaluated and shows positive developments with the return of the cooperative and increasing public awareness in waste management.

Pemanfaatan Limbah Keramik sebagai Pengganti Agregat Halus Pada Campuran Laston AC-BC: The Use of Ceramic Waste as a Substitute for Fine Aggregates in Laston AC-BC Mixture Widianty, Desi; Alit Karyawan, I Dewa Made; Rohani, Rohani; Yuniarti, Ratna; Salsabila, Fera Fitri
Jurnal Rekayasa Sipil dan Lingkungan Vol. 8 No. 1 (2024): Jurnal Rekayasa Sipil dan Lingkungan
Publisher : Universitas Jember

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.19184/jrsl.v8i1.43606

The continuous development of artificial aggregates aims to address the limitations of natural aggregates. The increase in ceramic waste can have a negative impact on the environment. It is hoped that research using ceramic waste as an alternative aggregate can overcome the limitations of natural aggregates while reducing environmental pollution. This research focuses on assessing the volumetric and mechanical characteristics of Laston AC-BC mixtures, replacing natural fine aggregate with ceramic waste. Additionally, to determine the percentage of ceramic fine aggregates that meets the performance of the laston AC-BC mixture. Utilizing ceramic waste, 60/70 pen asphalt with 6% KAO, coarse aggregate, fine aggregate, and fly ash, the ceramic pieces are processed to meet standard particle sizes. The laston AC-BC mixture was designed with varying ceramic fine aggregate proportions of 0%, 25%, 50%, 75%, and 100%. Results indicate that ceramic fine aggregate effectively replaces natural fine aggregate up to a maximum of 55.45%, impacting VMA and VIM positively. Conversely, the voids filled with asphalt decrease as the percentage of ceramic fine aggregates used increases. The VIM value still meets Bina Marga requirements up to 55.45% use and the VFB value up to 60.6% ceramic fine aggregate. The Laston AC-BC mixture using fine ceramic aggregate can reduce the stability and flow value, although it still meets Bina Marga requirements but potentially reducing load-bearing capacity. ABSTRAK Pembuatan agregat buatan ataupun memanfaatkan bahan lain sebagai pengganti atau substitusi agregat alam terus berkembang untuk pemenuhan kebutuhan agregat atas keterbatasan sumber daya alam. Limbah keramik selama ini hanya dimanfaatkan sebagai timbunan, jika dibiarkan dan tidak dimanfaatkan kembali akan berakibat mengotori lingkungan. Pemanfaatan limbah keramik sebagai agregat alternatif diharapkan dapat mengatasi masalah tersebut. Penelitian ini bertujuan untuk mengetahui karakteristik volumetrik dan mekanis campuran laston AC-BC dengan mengganti agregat halus alam dengan agregat halus keramik. Selain itu juga untuk mengetahui prosentase limbah keramik sebagai agregat halus yang memenuhi kinerja campuran beraspal AC-BC. Bahan terdiri dari limbah keramik, aspal pen 60/70 dengan KAO 6%, agregat (kasar, halus dan filler abu batu). Potongan keramik terlebih dahulu dipecahkan dan dihaluskan hingga memenuhi standar diameter butir agregat halus. Campuran laston AC-BC dirancang menggunakan lima variasi agregat halus keramik yaitu 0, 25, 50,75 dan 100%. Hasil analisis diperoleh bahwa agregat halus keramik bisa menggantikan agregat halus alam sampai prosentase maksimum 55,45%. Semakin banyak agregat halus keramik yang digunakan dapat meningkatkan rongga antar agregat dan rongga dalam campuran laston AC-BC. Sebaliknya rongga yang terisi oleh aspal mengalami penurunan seiring meningkatnya prosentase agregat halus keramik yang dipakai. Nilai VIM yang masih memenuhi persyaratan Bina Marga sampai penggunaan 55,45% dan nilai VFB sampai 60,6% agregat halus keramik. Selain itu Campuran laston AC-BC yang menggunakan agregat halus keramik dapat menurunkan nilai stabilitas dan flow campuran, walaupun masih memenuhi persyaratan Bina Marga tapi nilai tersebut cenderung membuat kemampuan campuran menahan beban semakin rendah berkurang.

PENGARUH WORD OF MOUTH (WOM), CITRA MEREK, DAN KELOMPOK REFERENSI TERHADAP KEPUTUSAN MEMILIH KULIAH: STUDI KASUS PADA MAHASISWA ITSKES MUHAMMADIYAH SELONG Hartiani, Hartiani; Yuniarti, Ratna; Zainuddin, Muhammad
Bussman Journal : Indonesian Journal of Business and Management Vol. 4 No. 3 (2024): Bussman Journal | September - Desember 2024
Publisher : Gapenas Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.53363/buss.v4i3.264

The increase in the number of students every year nationally is an opportunity and challenge for universities (PT) to be able to capture the interest of new students, in order to determine the decision to choose to study at the campus in question. The purpose of this study is to see the influence of word of mouth (WOM), reference groups, and brand image on the decision to choose college. This research was conducted on ITSKes Muhammadiyah Selong, East Lombok, West Nusa Tenggara, Public Administration Study Program. The sample in this study is 95 people. The sampling technique used is purposive sampling. The results of data analysis showed that the Word of Mouth (WOM) variable had a nonsignificant effect on the decision to choose a college, but WOM had a significant effect on the decision to register through brand image. Likewise, the reference group variable had a non-significant effect on the selection decision, and the reference group had a significant effect on the choice decision mediated by the brand image. On the direct influence, brand image has a positive and significant effect on the decision to choose to study at ITSKes Muhammadiyah Selong

Analisis Karakteristik Volumetrik Campuran Laston Berdasarkan Dust Binder Ratio dan Ketebalan Film Aspal Yuniarti, Ratna; Widianty, Desi; Rohani, Rohani; Hasyim, Hasyim; Mahendra, Made
JURNAL SAINS TEKNOLOGI & LINGKUNGAN Vol. 10 No. 4 (2024): JURNAL SAINS TEKNOLOGI & LINGKUNGAN
Publisher : LPPM Universitas Mataram

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29303/jstl.v10i4.684

fine particles and asphalt in asphalt concrete. The dust binder ratio also influences the asphalt film thickness, which plays an important role in increasing the resistance of asphalt mixture to humidity and temperature. The aim of this study was to analyze the effects of the dust binder ratio and asphalt film thickness on the volumetric properties of mixtures with various aggregate particle size distributions. Based on the analysis results, it was concluded that the dust binder ratio is inversely proportional to the thickness of the asphalt film. The dust binder ratio and asphalt film thickness had a significant effect on the volumetric properties of the mixture. The greater the value of the dust binder ratio, the more voids in the mixture, whereas the voids in the mineral aggregates and the voids filled with bitumen decreased. The thicker the asphalt film, the fewer the voids in the mix, and the voids in the mineral aggregates and those filled with bitumen increased. In this study, the volumetric properties of the mixture that met the Bina Marga specifications were obtained through the use of filler and asphalt with a dust binder ratio value between 1.2-1.32.

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