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All Journal International Journal of Renewable Energy Development Jurnal Teknik Sipil BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil JURNAL PENDIDIKAN TAMBUSAI Budimas : Jurnal Pengabdian Masyarakat Jurnal Pembelajaran Pemberdayaan Masyarakat (JP2M) Journal La Multiapp Matriks Teknik Sipil Jurnal Riset Rumpun Ilmu Teknik (JURRITEK) Cerdika: Jurnal Ilmiah Indonesia Kohesi: Jurnal Sains dan Teknologi Jurnal Jalan Jembatan Sustainable Civil Building Management and Engineering Journal Jurnal Intelek Dan Cendikiawan Nusantara Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik Sipil Venus: Jurnal Publikasi Rumpun Ilmu Teknik
Ary Setyawan
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THE USE OF PAVEMENT CONDITION INDEX (PCI) AS THE CONSIDERATION OF REHABILITATION PRIORITY M Akash, Faraj Muftah; Setyawan, Ary; Suprapto, Mamok
Jurnal Teknik Sipil Vol 2, No 1 (2014): Jurnal Teknik Sipil
Publisher : Jurnal Teknik Sipil

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Abstract

AbstractHighway is one infrastructure that will accelerate an area’s growth and development and will open social, economic and cultural relationship cros areas Land road is the society vital need in undertaking daily activity therefore the road that can provide good service is very desirable. But, this infrastructure is frequently damaged.this research  conducted  in Tentara pelajar Street of Surakarta with length of 2,200 km aims to assess the road condition using Pavement Condition Index (PCI) method by dividing road into several segments in 50 m interval. Then, each segment of road was observed  and measured to identify  the type of damage existing and was assessed according to PCI method. From the result  of  observation several  damages  were  obtained including alligator cracking, bleeding block  cracking, corrugation, longitudinal and transverse cracking, patching and utility cut patching, potholes, Bleeding, Rutting. This damage only and the repair was done based on the type of damage existing in this road, road improvement was done using Component Analysis Method. The hardening material used was LASTON and then necessary expense budget was also estimated the cost of the necessary repairs and improvement in street in Tentara Pelajar 2013 was Rp. 2.066.094.000,00 Planning additional pavement thickness (Overlay) with component analysis methode using Ms.744 Laston obtained (9.5) cm thickness.     Keywords: Pavement Condition Index , Budget plane
DESING AND PROPERTIES OF SPLIT MASTIC ASPHALT MODIFY WITH BAGASSE ASH Lhwaint, Abdallh; Setyawan, Ary; Astuti, Winny
Jurnal Teknik Sipil Vol 3, No 1 (2015): Jurnal Teknik Sipil
Publisher : Jurnal Teknik Sipil

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AbstractGo green campaign is one of ways to save the earth from garbage. Thiscampaign not only suggestsrecycling and reducing but also reusing the garbage. In line with the go green campaign, the aim of this study is to achieve the viability of using Bagasse Ash (BA) as additive material in hot mix Split Mastic Asphalt (SMA) with certain comparison which is expected to improve the quality of SMA. This research was conducted by using experiment research design in comparison among the three types of (without BA and with BA)properties of the hot SMA toward the Marshall properties (stability, flow, Marshall Quotient (MQ), Void In Total Mix (VITM), Void Filled Without Asphalt (VFWA),and Air Void to get Optimum Bitumen Content ,Indirect Tensile Strength (ITS) at different temperature (20oC,40oC,60oC) and Unconfined compressive at same temperature room at 27oC but different percentage of BA (3%,4% ,5%). The results of this research are as follows: 1) the properties of the hot mix SMA toward the Marshall properties are: The stability value of SMA with BA is higher than SMA withoutBA by 3%; The flow value of SMA with BA is lower than SMA without BA by 5.5%; The Marshall Quotient value of SMA with BA is higher than SMA without BA by 5%; TheAir void value of SMA withBA is lower than SMA without BA by 3%; The VFWA value of SMA with Bagasse Ash is higher than SMA without BA by 75.87%; The Air Void value of SMA with BA is lower than SMA without BA by 2%.In terms of ITS value, the value of ITS is high when BA is combined with low temperature; but when the temperature is increased, the value of ITS decreases. Moreover, in terms of UCS, the value of UCS of BA mixture is higher than SMA and higher than normal mixture at normal temperature. The recommendation of this research is that a certain percentage of air voids is necessary in all dense-graded mixes to prevent the pavement from flushing, shoving, and rutting. Air voids may be increased or decreased by lowering or raising the binder content. They may also be increased or decreased by controlling the amount of material passing the No. 200 sieve in the HMA. The more fines added to the HMA generally the lower the air voids. The air voids may be changed by varying the aggregate gradation in the HMA.Keywords: Bagasse Ash, Split Mastic Asphalt, ITS, UCS
THE STRENGTH AND STIFFNESS MODULUS OF THIN LAYER HOT MIX ASPHALT CONCRETE AT VARIOUS TEMPERATURE Elshawesh, Abdulhakim Mustafa; Setyawan, Ary; As’ad, Sholihin
Jurnal Teknik Sipil Vol 2, No 2 (2014): Jurnal Teknik Sipil
Publisher : Jurnal Teknik Sipil

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AbstractStiffness modulus of asphalt concrete mixture is one of the most important parameters for the flexible pavement design that is very susceptible from temperature and time loading. The stiffness modulus here may be defined as a measure of the load spreading ability of material. The stiffness of asphalt mixture can be measured through various laboratory researches and empirical methods. Various laboratory researches have been employed to measure this property of asphalt such as indirect tensile modulus test, ITSM.The aims of this research were to achieve the viability of using asphalt 60/70 pen with different temperature on strength and stiffness modulus on thin layer HMA (4 cm) compared to Asphalt Concrete Wearing Course (6.8 cm). The other purpose is to get to know the effect of the using thin layer HMA (4 cm) in different climate region. All of the asphalt concrete mixtures of thin layer HMA and AC-WC which were used in this research based on Marshall Mix design according to Indonesian standard (Bina Marga 2010). The laboratories tests which have been conducted in this research were: indirect tensile strength (ITS), unconfined compressive strength (UCS) and indirect tensile stiffness modulus (ITSM) at temperature 10°C, 20°C, 40°C and 60°C.In comparison with the results of indirect tensile strength test, indirect tensile stiffness modulus test and unconfined compressive strength test, it is noticed that the strength and stiffness modulus of thin layer hot mix asphalt was affected by the temperature which the temperature degree might increase to decrease or the way around. From the results of ITSM test for HMA and AC-WC showed that starting from the temperature 20°C to 60°C there is no significant value of stiffness behavior at them. However, there is slight different value at temperature 10°C mixture respectively. Keywords: Thin layer, AC-WC , Asphalt 60/70 pen, ITS test, UCS test & ITSM test @ (10 ºC , 20 ºC , 40 ºC , 60 ºC).
Thermodynamic Study of Palm Kernel Shell Gasification for Aggregate Heating in an Asphalt Mixing Plant Putro, Firman Asto; Pranolo, Sunu Herwi; Waluyo, Joko; Setyawan, Ary
International Journal of Renewable Energy Development Vol 9, No 2 (2020): July 2020
Publisher : Center of Biomass & Renewable Energy, Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/ijred.9.2.311-317

Abstract

This study evaluated thermodynamically the performance of conversion of palm kernel shells into combustible gas through gasification technology for aggregate heating in a hot-mixed asphalt production plant by developing a thermodynamic model using licensed Aspen Plus v.11 software. The effects of the equivalence ratio (ER) in the gasification process and the amount of combustion air to combustible gas to attain the required aggregate temperature were investigated. The thermodynamic model showed a good agreement with the experimental results based H2 and CO contain in producer gas which provided by maximum root mean square errors value of 8.82 and 6.42 respectively. Gasification of 30–35 kg of palm kernel shells in a fixed-bed gasifier reactor using air as a gasifying agent at an ER of 0.325–0.350 generated gaseous fuel for heating 1 ton of aggregate to a temperature of 180–200°C with combustion excess air 10%–20%. 
KARAKTERISTIK THIN SURFACING HOT MIX ASPHALT DITINJAU DARI NILAI MARSHALL, KUAT TARIK LANGSUNG, KUAT TEKAN BEBAS, DAN PERMEABILITAS Prasetyo, Anang; Setyawan, Ary; Sarwono, Djoko
Matriks Teknik Sipil Vol 2, No 4 (2014): Desember 2014
Publisher : Program Studi Teknik Sipil FT UNS

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (614.418 KB) | DOI: 10.20961/mateksi.v2i4.37386

Abstract

Perkerasan jalan yang paling umum digunakan di Indonesia adalah perkerasan lentur, perkerasan lentur yang terbebani oleh volume lalu lintas yang tinggi dan berulang akan menyebabkan terjadinya penurunan kualitas jalan atau kerusakan jalan. Metode yang umum digunakan untuk perbaikan dan pemeliharaan adalah overlay, namun perbaikan dengan metode overlay akan menimbulkan suatu masalah baik terhadap aspek lingkungan maupun aspek ekonomi. Penerapan Thin Surfacing Hot Mix Asphalt (TSHMA)merupakan salah satu metode perbaikan menggunakan lapis tipis yang dapat menghemat bahan dan biaya. Penelitian campuran TSHMAmenggunakan metode eksperimen di laboratorium. Gradasi campuran TSHMAditentukan berdasarkan nilai stabilitas tertinggi dengan cara melakukan pengujian Marshall kepada 5 jenis varian gradasi dari National Asphalt Pavement Association, North Carolina. Kadar aspal optimum didapat dengan melakukan pengujian Marshall terhadap 5 varian job mix dengan kadar aspal (Pb-1)%, (Pb-0,5)%, (Pb)%, (Pb+0,5)%, (Pb+1)%. Aspal yang digunakan adalah Aspal penetrasi 60/70. Pengujian kuat tarik tidak langsung / ITS (indirect tensile strength), kuat tekan bebas / UCS (unconfined compressive strength), dan permeabilitas (water permeability) dilakukan terhadap campuran TSHMA dengan kadar aspal optimum pada gradasi terbaik. Pengujian Marshallterhadap 5 varian gradasi menunjukkan bahwa gradasi medium memiliki stabilitas terbesar. Kadar aspal optimum yang didapat setelah pengujian Marshall kepada 5 varian kadar aspal adalah 5,66%. TSHMA dapat digunakan sebagai perkerasan di Indonesia karena telah memenuhi standart LASTON AC-WC Bina Marga 2010. Campuran TSHMA memiliki nilai stabilitas, ITS, regangan, modulus elastisitas, dan permeabilitas yang lebih besar dibandingkan dengan campuran panas AC.Campuran TSHMA memiliki nilai UCS yang lebih kecil dibandingkan dengan campuran panas AC.
ANALISIS PELAT PERKERASAN KAKU RUAS JALAN SONGGORUNGGI-MALANGSARI KECAMATAN NGUTER SUKOHARJO DENGAN APLIKASI ATENA 3D Wibowo, Wibowo -; Setyawan, Ary; Prasetyo, Handy
Matriks Teknik Sipil Vol 8, No 4 (2020): Desember
Publisher : Program Studi Teknik Sipil FT UNS

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (3701.188 KB) | DOI: 10.20961/mateksi.v8i4.45792

Abstract

Menganalisis Pelat untuk mengetahui lendutan, tegangan dengan metode westergaard program Atena
STUDI BANDING KARAKTERISTIK BETON BERPORI ANTARA BENDA UJI DI LABORATORIUM DENGAN BENDA UJI DI LAPANGAN (STUDI KASUS PADA BAHU JALAN DI DESA KADOKAN, KECAMATAN GROGOL, KABUPATEN SUKOHARJO) Yudhi Prasetyo, Rhobertus Mahadi; Setyawan, Ary; Budiarto, Arif
Matriks Teknik Sipil Vol 4, No 3 (2016): September 2016
Publisher : Program Studi Teknik Sipil FT UNS

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (331.646 KB) | DOI: 10.20961/mateksi.v4i3.37079

Abstract

Perkerasan beton berpori merupakan bentuk perkembangan infrastruktur yang baik dalam pengelolaan air hujan dan efektif dalam menanggulangi permasalahan pembangunan yang berwawasan lingkungan Penelitian ini bertujuan untuk mengetahui cara mengaplikasikan rancang campur beton berpori, perbandingan nilai kuat tekan pada benda uji beton berpori, perbandingan nilai benda uji densitas/kepadatan (gr/cm3), dan perbandingan nilai benda uji porositas di lab dan pada bahu jalan. di Desa Kadokan, Kec. Grogol, Kab Sukoharjo.Penelitian dilakukan menggunakan metode eksperimen. Mix design perhitungan rencana menggunakan acuan Tata Cara Pembuatan Rencana Campuran Beton SNI T-15-1990-03, selanjutnya dibuat benda uji di lab. Pembuatan benda uji di lab menggunakan satuan berat sedangkan pada bahu jalan menggunakan satuan volume. Selanjutnya membuat job mix formula beton berpori untuk diaplikasikan di lapangan yaitu pada bahu jalan. Kemudian akan diuji densitas/kepadatan (gr/cm3), porositas, dan kuat tekan. Hasil analisis nilai densitas/kepadatan(gr/cm3) bahu jalan lebih kecil daripada nilai densitas di lab, penurunan nilai densitas antara 2-7%. Nilai porositas di bahu jalan lebih tinggi daripada nilai porositas di lab, kenaikan nilai porositas berkisar antara 5% sampai 16%. Nilai porositas terlalu tinggi yaitu >30%, sedangkan beton berpori adalah beton dengan nilai porositas sebesar 15 - 30 %. Hasil analisis benda uji kuat tekan pada bahu jalan lebih rendah dibanding dengan kuat tekan yang di lab. Penurunan nilai kuat tekan berkisar antara 20% sampai 34%. Adanya perbedaan satuan dalam komposisi campuran beton berpori di lab dan pada bahu jalan mengakibatkan perbedaan komposisi material yang tercampur sehingga terjadi perbedaan nilai kuat tekan.
PENGARUH PENGISIAN RONGGA PADA PERKERASAN BETON BERPORI TERHADAP PERMEABILITAS, KECEPATAN RESAPAN DAN KUAT TEKAN Rochim, Rochim; Setyawan, Ary; Sarwono, Djoko
Matriks Teknik Sipil Vol 3, No 1 (2015): Maret 2015
Publisher : Program Studi Teknik Sipil FT UNS

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (307.947 KB) | DOI: 10.20961/mateksi.v3i1.37325

Abstract

Pembangunan jalan secara umum menggunakan perkerasan lentur dan perkerasan kaku yang kedap air menyebabkan berkurangnya lahan hijau yang berdampak pada berkurangnya daerah resapan air. Penggunaan beton berpori diharapkan dapat meresapkan air ke dalam tanah. Namun di lapangan aplikasi beton berpori seringkali terjadi penyumbatan oleh tanah maupun pasir. Penelitian ini bertujuan untuk mengetahui pengaruh pengisian rongga dengan pasir dan tanah terhadap permeabilitas, kecepatan resapan dan kuat tekan, serta untuk mengetahui perbandingan HSP beton berpori dengan HSP beton normal K225. Penelitian dilakukan menggunakan metode eksperimen, yaitu dengan mengurangi proporsi agregat halus pada mix desain beton normal. Agregat batu pecah yang dipakai yaitu ukuran seragam 1-2 cm. Proporsi Agregat halus yang dipakai 30% dari proporsi agregat halus beton normal. Setelah itu dilakukan pengisian rongga dengan pasir merapi, pasir sungai dan tanah. Kemudian diuji permeabilitas dan kecepatan resapan dengan metode falling head water permeabilitytest dan uji kuat tekan. Hasil pengujian beton berpori dengan variasi pengisi rongga yaitu pasir merapi, pasir sungai dan tanah didapat nilai permeabilitas vertikal tertinggi terjadi pada pengisi rongga dengan pasir sungai yaitu sebesar 0,38 cm/dt. Permeabilitas horisontal dicapai pada pengisi rongga dengan tanah sebesar 0,364 cm/dt. Sementara untuk kecepatan resapan di lapangan didapat nilai tertinggi sebesar 0,337 pada pengisi rongga dengan pasir sungai. Nilai kuat tekan tertinggi yaitu pada pengisi rongga dengan pasir merapi sebesar 5,71 MPa. Penghematan harga satuan pekerjaan beton berpori sebesar 6% bila dibandingkan dengan HSP beton normal K225. Beton berpori dalam penelitian ini sangat disarankan untuk digunakan pada perkerasan jalan dengan lalu lintas rendah seperti bahu jalan, taman, lahan parkir dan jalur pedestrian.
EVALUASI KONDISI JALAN SALATIGA-SRUWEN KM. SMG 57+050 - KM. SMG 59+050 TERHADAP KATEGORI RESIKO TERJADINYA KECELAKAAN Setyowati, Sutari; Setyawan, Ary; Djumari, Djumari
Matriks Teknik Sipil Vol 2, No 1 (2014): Maret 2014
Publisher : Program Studi Teknik Sipil FT UNS

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (344.765 KB) | DOI: 10.20961/mateksi.v2i1.37472

Abstract

Traffic accidents is an event where the collision of vehicles moving on the road that led to humans or animals can be injured even to death. Salatiga-Sruwen STA 57+050 to STA 59+050 road is a primary arterial road that connects between Surakarta and Semarang. The road has hightraffic levels and thus potentially cause accidents on the road hence the need for an analysis of the risk category of traffic accidents. Evaluation ofroad conditions Salatiga-Sruwen over the risk of accidents need to be conducted to identify high risk situations or potential accidents that usuallycaused by human, road conditions, vehicle, weather, environment and unobstructed view. So the situation can be addressed to reduce the possibilityof accidents.This study aims to determine the category of the risk accidents level. this evaluation applies D checklist: Road Safety Audit operational road levelthat has been issued by the department of public works. Analysis focused on the answer yes or no and identified the other supporting infrastructurethat have not been technically meets the standards and requirements. Primary data obtained from the field observations and secondary data wereused in 2013 accidents that obtained from tengaran police sector and as built drawing.From the research in Salatiga-Sruwen road KM.SMG 57+050-KM.SMG 59+050 results the road conditions is good as they meet the technicalrequirements of airworthiness to provide safety for its users and administrative requirements that provide legal certainty for providers and users ofthe road that the road can be operated for the public. Salatiga-Sruwen road KM.SMG 57+050-KM.SMG 59+050 has a value risk category11 with a harmless risk and risk value 160 is quite dangerous with the risk category that should be repaired immediately to minimize the potentialfor accidents
PENGARUH PENGISIAN RONGGA PADA PERKERASAN ASPAL PORUS TERHADAP KECEPATAN RESAPAN, PERMEABILITAS, DAN SKID RESISTANCE Yhudianto, Bondan; Setyawan, Ary; Suryoto, Suryoto
Matriks Teknik Sipil Vol 5, No 4 (2017): Desember 2017
Publisher : Program Studi Teknik Sipil FT UNS

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (354.142 KB) | DOI: 10.20961/mateksi.v5i4.36895

Abstract

Aspal porus didesain memiliki ruang pori tinggi sehingga dapat meloloskan air permukaan dengan baik. Namun ruang pori tinggi menyebabkan aspal porus mudah tersumbat oleh material berupa pasir. Penyumbatan tersebut menyebabkan kemampuan aspal porus menyerap air permukaan menurun. Oleh karena itu, penelitian ini bertujuan untuk mengetahui pengaruh pengisian rongga terhadap kecepatan resapan, permeabilitas. Dan seberapa besar pengaruh jumlah pemadatan terhadap skid resistance. Benda uji lapangan berdimensi 5m x 1,5m., setiap 1,6 meter dilakukan 6 kali, 8 kali, dan 10 kali pemadatan. Pemadatan menggunakan baby roller dengan berat operasional 1,2 ton. Urutan pengujian yang pertama adalah uji skid resistance menggunakan alat rolling straightedge, selanjutnya pengujian kecepatan resapan dan permeabilitas dengan perlakuan tanpa pengisian dan pengisian rongga berupa pasir Progo dan Panca Darma. Pengujian permeabilitas menggunakan benda uji hasil bor pipa coredrill lalu diuji di laboratorium. Sedangkan pengujian kecepatan resapan dilakukan langsung di lapangan. Kemudian didapatkan data hasil uji laboratorium dan lapangan untuk dilakukan analisa hasil. Analisa hasil penelitian aspal porus dengan pengisi rongga menunjukkan terjadi penurunan nilai permeabilitas dan kecepatan resapan. Nilai koefisien permeabilitas dengan perlakuan tanpa pengisian berturut-turut yaitu hasil laboratorium 1,518 cm/dt, 6 kali pemadatan 0,962 cm/dt, 8 kali pemadatan 0,863 cm/dt, 10 kali pemadatan 0,651 cm/dt. Perlakuan pengisian pasir Panca Darma berturut-turut, laboratorium 0,442 cm/dt, 6 kali pemadatan 0,003 cm/dt, 8 kali pemadatan 0,002 cm/dt, 10 kali pemadatan 0,002 cm/dt. Perlakuan pengisian pasir Progo berturut-turut, laboratorium 0,321 cm/dt, 6 kali pemadatan 0,003 cm/dt, 8 kali pemadatan 0,002 cm/dt, 10 kali pemadatan 0,002 cm/dt. Nilai koefisien kecepatan resapan dengan perlakuan tanpa pengisian berturut-turut untuk 6 kali pemadatan 1,136 cm/dtk., 8 kali pemadatan 0,555 cm/dtk., 10 kali pemadatan 0,432 cm/dtk. Perlakuan pengisian pasir Panca Darma berturut-turut untuk 6 kali pemadatan 0,606 cm/dtk., 8 kali pemadatan 0,301 cm/dtk., 10 kali pemadatan 0,209 cm/dtk., Perlakuan pengisian pasir Progo berturut-turut untuk 6 kali pemadatan 0,420 cm/dtk., 8 kali pemadatan 0,225 cm/dtk., 10 kali pemadatan 0,171 cm/dtk. Nilai koefisien Profile Ride Index (PrI) aspal porus dengan 6 kali pemadatan, 8 kali pemadatan, dan 10 kali pemadatan berturut-turut adalah 23,85 mm/m, 15,38 mm/m, dan 13,85 mm/m.
Co-Authors A.A. Ketut Agung Cahyawan W Abdallh Lhwaint, Abdallh Abdulhakim Mustafa Elshawesh Abdurrohim, Yahya Aditya Martien Nugroho Aditya Permana Aditya Permana Aditya Permana AGUS SUMARSONO Agus Wahyudi Ahmad Alhashmi Salam Abuseta Ahmad Baihaqi Ahsan Musthafa Shidiq Akhmad, Amirudin Aloysius Ardy Widya Pradana Amirudin Akhmad Anang Prasetyo Andrean, Regi Andriani, Rizki Mega Andyas Nur Wicaksono Annissa Latifaturrohmah Ardhyanto, Dhani Aredha Putra, Himawan Nur Arif Budiarto Arya Surya Baskara Asep Yudha Wirajaya Baihaqi, Ahmad Baktiar Widhianto Bambang Setiawan Bima Wirawan Budi Widhiharjo Budi Yulianto Daryanto Ari Prabowo Dewi Ismoyowati, Dewi Dewi Widowati Diar Kurnia Sari Dicky Faisal Djoko Sarwono Djoko Sarwono Djumari Djumari Djumari Djumari Dyah Ratih Kusumastuti Edo Rizkiawan Efazeta Fazafaza Eka Nugraha, Sadu Januar Emha, Fieza Abraham Fadholah, Rusdi Faisal, Dicky Fajar Sri Handayani Fakhri Muhammad Fakhri Muhammad, Fakhri Faraj Muftah M Akash Fariza, Muhammad Febrianto, Nugroho Fieza Abraham Emha Florentina Pungky Pramesti Fouad M. Ali Bin Ghasheir Fouad M. Ali Bin Ghasheir, Fouad Gabriel Kusumo Hendrianto Galih Fajar Sujatmiko Hafid Riyan Purnomo Handayani, Fajar Sri Hanung Triyono, AR. Hendrianto, Gabriel Kusumo Hery Widijanto Hidayat, Haris Himawan Nur Aredha Putra Ibnu Setiadi Indra Iskandar Indradewa Andrianto Putra Irfansyah, Permana Adi Irvan Kusdiantoro Iskandar, Indra Isna Aulia Adzani Isna Aulia Salsabila Ivan Fadhila Izzudin Izzudin Jamhari Jamhari Jolis Nainggolan Koosdaryani Soeryodarundio Kusno Adi Sambowo Kusno Adi Sambowo Labib, Naufal Makarim Legowo, Slamet Jauhari Legowo, Slamet Jauhari Leny Noviani Maenkar, Verry Mafruhah, Izza Maharani, Devita Putri Maharani, Sita Maharani Mahardhika Yusuf Maharyono, Prima Anugerah Mamok Suprapto Manuel Simeon Marpaung Marpaung, Manuel Simeon Maulana Andhika Pratama Ilyas Michael Michael Miftahul Janah Mohammed A. A. Almahdi, Mohammed Mohammed Almahdi Mohmed Alshekh A. M. Hmade1, Mohmed Alshekh Muhammad Ardian, Muhammad Muhammad Caesayuda Wijaya Muhammad Fachri Nasution Muhammad Ilham Nur Fauzan Muhammad Wildan Ma’arif Mutia Ramadani Hidayah Nailina Safira Cinta Karinova Nandiwardhana, Dionisius Pramudita Nasution, Muhammad Fachri Naufal Akbar Muzaky Naufal Iman Adzhan Naufal Makarim Labib Niken Silmi Surjandari Nugraheni, Novia Ayu Nugraheni, Novia Ayu Nugroho Febrianto Nugroho, Aditya Martien Nurul Istiqomah Okta Valencia, Ramadhan Omar Muhamed Kabbash Omar Muhamed Kabbash1, Omar Muhamed P.Wulan, Cahya Esther Perdana, Dian Noor Citra Permana Adi Irfansyah Pinasthi Nugroho Prabowo, Daryanto Ari Pramesti, Florentina Pungky Pramesti, Florentina Pungky Pramesti, Pungky Pranolo, Sunu Herwi Prasetyo, Handy Pratama Ilyas, Maulana Andhika Pratama, Daniel Aviyanto Pratama, Wahyu Sanjaya Pratiwi, Sekar Arum Pratomo, Eko Putro Pratomo, Eko Putro Pungky Pramesti Purnomo, Hafid Riyan Putra, Heri Cahyono Putro, Firman Asto Raditya Dwi Anggara Ramadhana, Muhammad Regi Andrean Risal Rayhan Farihat Rizki Mega Andriani Rizkianto, Tito Rizkiawan, Edo Rochim, Rochim Rochmadi, Andi Rusadi, Indra Putra Rusadi, Indra Putra Rusdi Fadholah Ryan Kurniawan Ryan Kurniawan Santara, Satria Lima SANUSI SANUSI Sanusi Sanusi Sari, Diar Kurnia Sari, Fitria Munita Sari, Fitria Munita Sarjiyanto Satria Lima Santara SATRIYAS ILYAS Setiadi, Ibnu Setiono Setiono Setyowati, Sutari Setyowati, Sutari Shidiq, Ahsan Musthafa Sholihin As’ad Sistra, Mawid Dwi Slamet Jauhari Legowo Sobriyah Sobriyah Soniel Zai, Aroman Karsensyah Sri Widyastuti Stefanus Adi Kristiawan Sudarsana Sudiyono Sudiyono Sugiyarto Sugiyarto Sugiyarto Sugiyarto Sujatmiko, Galih Fajar Sukmana, Salvatore Sumarsono, Agus Sumarsono, Agus Supriadi, Andy Supriadi, Andy Suryoaji, Yusuf Suryoto Suryoto Syafina Anindiyasari Syukriyya Zuhrotul Endang Purwaningsih Thathit Bimo Luhung, Thathit Bimo Tito Rizkianto Tora K., W. Alpha Tuhana Verry Maenkar Wahyuningsih Tri Hermani, Wahyuningsih Tri Wibowo Wibowo Wibowo, Wibowo - Wicaksono, Andyas Nur Wicaksono, Anjar Wido Widhianto, Baktiar Widhiharjo, Budi Widya Pradana, Aloysius Ardy Wijaya, Muhammad Caesayuda Winny Astuti Wiranto, Edi Wiranto, Edi Wirawan, Bima Yahya Abdurrohim Yhudianto, Bondan Yhudianto, Bondan Yudhi Prasetyo, Rhobertus Mahadi Yudhi Prasetyo, Rhobertus Mahadi Yudi Rinanto Yusep Purwana Muslih Yusuf Suryoaji Yusuf, Mahardhika Zulianto, Yusuf Zulianto, Yusuf ⁠Arifin Irkham Wibawa ⁠Rifqi Afifan