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All Journal Inersia : Jurnal Teknik Sipil dan Arsitektur TEKNIK MEDIA KOMUNIKASI TEKNIK SIPIL Jurnal Transportasi Jurnal HPJI (Himpunan Pengembangan Jalan Indonesia) Teknisia Prosiding Forum Studi Transportasi Antar Perguruan Tinggi Jurnal Teknik Sipil Civil Engineering Journal Conference SENATIK STT Adisutjipto Yogyakarta Transparansi Jurnal Ilmiah Ilmu Administrasi International Journal of Multi Discipline Science (IJ-MDS) Jurnal Penelitian Sekolah Tinggi Transportasi Darat Jurnal Pengabdian Masyarakat untuk Negeri (UN-PENMAS) Berkala Forum Studi Transportasi antar Perguruan Tinggi

Agus Taufik Mulyono

Jurusan Teknik Sipil Dan Lingkungan Fakultas Teknik Universitas Gadjah Mada

Author-ID : 324832

Aerospace Engineering Agriculture, Biological Sciences & Forestry Humanities Automotive Engineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Health Professions Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Mechanical Engineering Social Sciences Transportation Other

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EVALUASI KENDALA DAN MASALAH IMPLEMENTASI UU 22/2009 TENTANG LLAJ TERHADAP CAPAIAN PENYELENGGARAAN JALAN NASIONAL Agus Taufik Mulyono; Putra Abu Sandra
Jurnal Transportasi Vol. 13 No. 2 (2013)
Publisher : Forum Studi Transportasi antar Perguruan Tinggi (FSTPT)

The Law No. 22/2009 on Road Traffic and Transportation dictates the national road authorities to perform proactively, reactively, and with fullest anticipation with regards to the safety aspects in administering road provision. In relation to this demand, data collection was conducted in Provinces of Riau, East Java, South Kalimantan, South Sulawesi, and East Nusa Tenggara through a series of focussed discusions involving road authorities, road traffic and transportation regulators, as well as law enforcement officers. Proactive measures that still fell short to meet the demand were related to Article 8 (stipulation of road’s level of service, optimized utilization of road segments, geometric betterment of roads and intersections, stipulation of road classes, and attainment of road worthiness). Reactive measures that still lag in enforcement were related to Article 24 (improvement of road sections with safety deficiencies, and installation of road signs at damaged road sections or roads with substandard geometric to prevent accidents). Anticipative measures in need of attention were related to Article 230 (road unworthiness as a contributing factor to cause accidents), and Article 273 (poor road conditions that might cause accidents, and in consequence of which, road authorities could face 5 year imprisonment in cases invloving fatalities).Keywords: proactive, reactive, action, road

PENGARUH SERAT BAJA (DRAMIX) TERHADAP KUAT LENTUR PADA ROLLER COMPACTED CONCRETE (RCC) Adita Dwi Sampurno; Iman Satyarno; Agus Taufik Mulyono
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 15, No 1 (2019): Mei
Publisher : Universitas Negeri Yogyakarta

ABSTRACTRigid pavement for highways in Indonesia started as an alternative for road pavement. Roller compacted concrete (RCC) is one type of dry concrete mixture with low water cement ratio (slump 5 cm). The RCC spreading is the same as the asphalt concrete pavement that uses the finisher and is compacted using a roller. This research uses RCC mix design with cement water factor value 0,25. Additional silicafume materials of 10%, superplasticizer 2.4%, and steel fiber (dramix) with variations of 0.5% and 1%. RCC Compaction using standard proctor tools. Testing of bending forces and compression of concrete in 1 day and 28 days. The result of research of RCC variation of 0.5% steel fiber and 1 day old concrete obtained Flexural Strength of 4,2 MPa while 28 days concrete gained Flexural Strength of 5,7 MPa. The variation of 1% steel fiber 1 day concrete obtained 3.4 MPa Flexural Strength, while the 28 days concrete obtained 6.1 MPa Flexural Strength.Keywords: Roller Compacted Concrete (RCC), Steel Fiber (dramix), Flexural Strength ABSTRAKPerkerasan kaku di Indonesia semakin banyak digunakan sebagai alternatif perkerasan jalan raya. Roller Compacted Concrete (RCC) atau beton padat giling (BPG) merupakan salah satu jenis campuran beton kering dengan faktor air semen (FAS) yang rendah (slump 5 cm). Penghamparan RCC sama seperti penghamparan perkerasan beton aspal yang menggunakan finisher dan dipadatkan menggunakan roller. Kajian ini menggunakan mix design RCC dengan nilai faktor air semen 0,25. Bahan tambah silicafume sebesar 10%, superplasticizer 2,4%, dan serat baja (dramix) dengan variasi 0,5% dan 1%. Pemadatan RCC menggunakan alat standar proctor. Pengujian kuat lentur pada beton umur 1 hari dan 28 hari. Hasil kajian RCC variasi serat baja 0,5% beton umur 1 hari diperoleh kuat lentur 4,2 MPa, sedangkan beton umur 28 hari diperoleh kuat lentur 5,7 MPa. Variasi serat baja 1% beton umur 1 hari diperoleh kuat lentur 3,4 MPa, sedangkan beton umur 28 hari diperoleh kuat lentur 6,1 MPa. Kata kunci: Roller Compacted Concrete (RCC), Beton Padat Giling (BPG), Serat baja (dramix), Kuat lentur

Audit Keselamatan Infrastruktur Jalan (Studi Kasus Jalan Nasional KM 78-KM 79 Jalur Pantura Jawa, Kabupaten Batang) Agus Taufik Mulyono; Berlian Kushari; Hendra Edi Gunawan
Jurnal Teknik Sipil Vol 16 No 3 (2009)
Publisher : Institut Teknologi Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.5614/jts.2009.16.3.5

Abstrak. Jalan nasional KM 78-KM79 jalur Pantura Jawa, di Desa Jrakah Payung, Kecamatan Subah, Kabupaten Batang, merupakan lokasi rawan kecelakaan dengan rata-rata 12 kejadian kecelakaan per tahun. Tujuan makalah ini adalah memaparkan hasil Audit Keselamatan Infrastruktur Jalan secara kuantitatif dan kualitatif berdasarkan hasil ukur defisiensi keselamatan di lapangan agar menjadi model evaluasi bagi auditor jalan. Data analisis yang digunakan adalah hasil ukur dan pengamatan defisiensi keselamatan infrastruktur jalan di lokasi penelitian serta data anatomi kecelakaan yang dikeluarkan oleh kantor Polda Jateng. Hasil audit dihitung dengan indikator nilai resiko penanganan defisiensi Hasil audit keselamatan jalan menunjukkan bahwa beberapa bagian fasilitas jalan berada dalam kategori "bahaya" dan atau "sangat berbahaya", yang harus segera diperbaiki untuk memperkecil potensi terjadinya kecelakaan, yaitu: (1) aspek geometrik yang meliputi jarak pandang menyiap, posisi elevasi bahu jalan terhadap elevasi tepi perkerasan, radius tikungan; (2) aspek perkerasan yang meliputi kerusakan berupa alur bekas roda kendaraan; (3) aspek harmonisasi yang meliputi rambu batas kecepatan di tikungan, lampu penerangan jalan, dan sinyal sebelum masuk tikungan. Abstract. The KM 78-KM 79 of national road in the Northern Coast Line of Java Island, precisely in Jrakah Payung Village, Subah Subdistric, Batang Regency, is categorized as black spot area with an average of 12 accident occurrences per year. This paper is aimed to present the result of road infrastructure safety audit quantitatively and qualitatively based on the result of safety deficiency assessment in the field thus it can be an evaluation model for road auditor. Data used in this study includes assessment and observation result toward road infrastructure safety deficiency as well as anatomy of driving accident issued by Police Office at Central Java. The result of audit is calculated using the risk value indicator of deficiency management. The result of road afety audit indicates that several road facilities are categorized as "dangerous" and/or "very dangerous" which shall be improved to reduce traffic accident potential. The improvement may includes (1) geometric aspects, including sight distance to overtake, position of road shoulder elevation toward pavement edge elevation, curve radius; (2) pavement aspects, including rutting; and (3) harmonization aspects, including speed limit sign in the road curve, road lighting, and the signal before road curve.

Laboratory Study of the Use of Additional Reacted and Activated Rubber (RAR) Materials on Asphalt Concrete-Wearing Course (AC-WC) Mix Bayu Tirta Leksana Purnomo; Latif Budi Suparman; Agus Taufik Mulyono
International Journal of Multi Discipline Science Vol 2, No 1 (2019): Volume 2 Number 1 February 2019
Publisher : STKIP Singkawang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26737/ij-mds.v2i1.950

The development of infrastructure in Indonesia was increasing. The government focuses on boosting infrastructure development to create long-term economic growth. Therefore, a qualified infrastructure was a standard of an advanced rapidly economy. One of them is under construction was road and toll road infrastructure. As a result of the development was the occurrence of the increasing volume of vehicles on the road. Due to this resulting in an increased load reposition and also increased vehicle load on the road, it was then combined with a wet tropical climate or humid warm areas in Indonesia that have high rainfall and temperatures that can reach 38oC, resulting in structural damage such as cracks, rutting, stripping, and pothole. Performance from pavement also declined faster than the estimated plan. Roads in Indonesia mostly use the type of concrete asphalt mixture. Characteristics for concrete asphalt prioritize stability. In fact, the most important thing was the stability and durability of the road. Various ways can be done to overcome the road damage and acquire the ideal characteristics such as the use of added materials to Hot Mix Asphalt. To improve the performance of pavement characteristics, the use of added materials was expected to overcome problems that are affected by temperature, weather, increased vehicle volume, and increased traffic load. The added materials are to enhance Reacted and Activated Rubber (RAR) which was a developed crumb rubber to increase durability and keep the level of road pavement stability.

PERAMALAN KETIDAKRATAAN PERKERASAN JALAN MENGGUNAKAN MODEL HDM-IV Latif Budi Suparma; Fajar Fauziah Sukamto; Agus Taufik Mulyono
Jurnal Penelitian Sekolah Tinggi Transportasi Darat Vol 14 No 1 (2023): June 2023
Publisher : Politeknik Transportasi Darat Indonesia - STTD Bekasi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55511/jpsttd.v14i1.648

Keselamatan penerbangan di masa pandemi COVID-19 Mulyono, Agus Taufik
SENATIK STT Adisutjipto Vol 6 (2020): Keselamatan Penerbangan di masa Pandemi Covid-19 [ISBN 978-602-52742-2-0]
Publisher : Institut Teknologi Dirgantara Adisutjipto

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28989/senatik.v6i0.438

Pandemi Covid19 telah membawa dampak yang cukup berat terhadap sektor penerbangan baik di level nasional maupun di level internasional. Diperkirakan penurunan penumpang mencapai hampir 80% pada awal Pandemi, dan belum akan pulih dalam waktu dekat. Penurunan ini menyebabkan industri penerbangan sangat terpukul, berakibat pada kosongnya bandara, sepinya tempat-tempat wisata, hingga menurunnya pertumbuhan ekonomi. Peran penerbangan dalam perekonomian sangat vital sebagaimana layaknya sektor transportasi yang lain. Di sisi lain, teknologi pesawat sebenarnya sudah mampu mengurangi dampak penularan di dalam pesawat itu sendiri. Salah satu tantangan yang penting adalah bagaimana memastikan keselamatan penerbangan sehingga mampu mengurangi dampak penularan sekaligus untuk mengembalikan kepercayaan masyarakat untuk menggunakan penerbangan. Sesi Public Lecture ini akan membahas tentang Tantangan Keselamatan Penerbangan pada Masa Pandemi, bagaimana regulasinya, aspek teknisnya, dan bagaimana dampaknya perbaikan kondisi Pandemi.

MODEL PEMILIHAN BANDARA ANTARA ADISUTJIPTO DAN YOGYAKARTA INTERNASIONAL AIRPORT BERDASARKAN DATA STATED PREFERENCE Hudan, Muhammad Fahmi; Irawan, Muhammad Zudhy; Mulyono, Agus Taufik
Jurnal Transportasi Vol. 23 No. 2 (2023): Jurnal Transportasi
Publisher : Forum Studi Transportasi antar Perguruan Tinggi (FSTPT)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26593/jtrans.v23i2.7356.71 - 82

The Special Region of Yogyakarta is served by two airports: Adisutjipto (JOG) and Yogyakarta International Airport (YIA). For flights to Jakarta, air travellers can depart from both airports. This study presents a model of airport choice behaviour by air travellers in the Yogyakarta multi-airport region in order to analyze the factors that influence airport choice and to find out the probability of airport choice. Using a stated preference method, a face-to-face survey was conducted on 420 respondents who had made on the Yogyakarta-Jakarta route air trip within the past year. The SP survey uses a binary choice set, with 24 scenarios. In each scenario, the respondents are faced with a choice between the Adisutjipto (JOG)–Halim Perdanakusuma (HLP) and Yogyakarta International Airport (YIA)–Soekarno Hatta (CGK) flight routes. The variables tested are airfares, flight frequency, access time, egress time, access cost, egress cost, modes of access with rail services, check-in queue time, baggage claim time, and inertia. By using the binomial logit model, the results show that airfare, flight frequency, access time, egress costs, and inertia variables affect the airport choice behaviour. The inertia variable is only used in the utility function of Adisutjipto Airport (JOG). Scenarios 1 give almost the equal probability values, with a YIA probability of 48.9% and a JOG of 51.1%. ABSTRAK Daerah Istimewa Yogyakarta dilayani oleh dua bandara, yaitu Adisutjipto (JOG) dan Yogyakarta International Airport (YIA). Pelaku perjalanan dapat berangkat dari kedua bandara tersebut untuk menuju Jakarta. Penelitian ini menyajikan pemodelan perilaku pemilihan bandara oleh pelaku perjalanan udara di wilayah multi bandara Yogyakarta untuk menganalisis faktor-faktor yang mempengaruhi pemilihan bandara dan mengetahui probabilitas pemilihan bandara. Dengan metode stated preference, survei tatap muka dilakukan terhadap 420 responden yang telah melakukan perjalanan udara rute Yogyakarta–Jakarta dalam satu tahun terakhir. Survei SP menggunakan pilihan biner dengan 24 skenario. Dalam setiap skenario, responden dihadapkan pada pilihan antara rute penerbangan melalui Adisutjipto (JOG)–Halim Perdanakusuma (HLP) dan Yogyakarta International Airport (YIA)–Soekarno Hatta (CGK). Variabel yang diuji adalah tarif penerbangan, frekuensi penerbangan, waktu akses, waktu egress, biaya akses, biaya egress, moda akses dengan layanan kereta api, waktu antrian check-in, waktu pengambilan bagasi dan inersia. Dengan menggunakan model binomial logit, hasil penelitian menunjukkan bahwa variabel tarif penerbangan, frekuensi penerbangan, waktu akses, biaya egress dan inersia mempengaruhi perilaku pemilihan bandara. Variabel inersia hanya digunakan pada fungsi utilitas Adisutjipto (JOG). Probabilitas yang memiliki nilai hampir seimbang terdapat pada skenario 1 dengan probabilitas YIA sebesar 48,9% dan JOG sebesar 51,1%.

SKENARIO PENGEMBANGAN KOTA BALIKPAPAN DALAM MENDUKUNG IBU KOTA NEGARA BARU Widiastuti, Nur Oktaviani; Irawan, Muhammad Zudhy; Mulyono, Agus Taufik
Berkala Forum Studi Transportasi antar Perguruan Tinggi Vol. 1 No. 3 (2023): Berkala Forum Studi Transportasi antar Perguruan Tinggi
Publisher : Prodi Teknik Sipil, Fakultas Teknik, Universitas Jember dan Forum Studi Transportasi antar Perguruan Tinggi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.19184/berkalafstpt.v1i3.575

East Kalimantan's proposed development as Indonesia's New Capital City must, of course, need a lot of local support. There is no doubt that the effects of Indonesia's New Capital construction vary by region, with those closest to them feeling the effects the most. A single one of them is Balikpapan. The construction of nearby local roads is influenced directly or indirectly by Indonesia's New Capital, both as it is now and as it is planned. This study talks about how Balikpapan is growing to support Indonesia's new capital. The reliability test produced a determinant coefficient (R-Squared) of 0,7569 for the model, which was developed using macro simulation software (PTV Visum). To forecast how the road network will perform once Indonesia's new capital city is operational, modelling is still being done. Twelve recommendations were made as a result, and they will be put into action between 2024 and 2039. The outcome indicated that the vehicle-hour dropped between 2024 and 2039. ABSTRAK Rencana pembangunan Ibu Kota Baru Indonesia di Kalimantan Timur, tentunya membutuhkan dukungan yang cukup besar dari daerah sekitarnya. Dampak pembangunan Ibu Kota Baru Indonesia tentu berbeda di setiap daerah, dan yang merasakan dampak paling besar di daerah terdekat. Salah satunya adalah Kota Balikpapan. Ibukota Baru Indonesia, baik yang sudah ada maupun yang direncanakan, menyebabkan berkembangnya jalan-jalan lokal di sekitarnya secara langsung maupun tidak langsung. Penelitian ini membahas tentang perkembangan kota Balikpapan untuk mendukung Ibu Kota Baru Indonesia. Model dibuat dalam software simulasi makro (PTV Visum) dan uji reliabilitas menghasilkan koefisien determinan (R-Squared) sebesar 0,7569. Tahap pemodelan dilanjutkan untuk memprediksi kinerja jaringan jalan setelah Ibu Kota Baru Indonesia beroperasi. Hasilnya memberikan 12 rekomendasi yang akan dilaksanakan dari tahun 2024 - 2039. Hasil penelitian menunjukkan bahwa vehicle-hour mengalami penurunan dari tahun 2024-2039.

Pengembangan Edu-Ekowisata Batik Kabupaten Magetan untuk Penguatan Pendapatan Daerah menuju Green Economy Nasional Rahmadyanti, Erina; Susanti, Martini D.E; Sarmini, Sarmini; Mulyono, Agus Taufik; Supriyanto, Muhammad
UN PENMAS (Jurnal Pengabdian Masyarakat untuk Negeri) Vol 4 No 2 (2024): UN PENMAS Vol 4 No 2
Publisher : LPPM Universitas Narotama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29138/un-penmas.v4i2.2796

Kegiatan ini bertujuan untuk mengembangkan pariwisata kreatif berbasis edu-ekowisata green industry batik di Desa Sidomukti. Metode yang digunakan meliputi edukasi dan sosialisasi, rancang bangun, serta pelatihan dan pendampingan. Hasil yang diperoleh adalah 1) peningkatan jumlah wisatawan rata-rata sebesar 7-10% per bulan; 2) introduksi peder batik mampu menghasilkan pewarnaan kain sebanyak 700 m/hari dengan jumlah pewarna sejumlah 30 gr/L untuk mencukupi 3,5 m kain mori dengan kecepatan pewarnaan 4,5 m per 10 menit; 3) instalasi pengolahan air limbah terbukti efisien untuk mengolah limbah cair batik Sidomukti karena memenuhi standar Peraturan Gubernur Jawa Timur No. 72 Tahun 2013 tentang baku mutu air limbah bagi industri tekstil. Hasil pengolahan menunjukkan kandungan TSS sebesar 14.9 mg/L, COD sebesar 6,4 mg/L, ammonia total (NH3-N) sebesar 0,037 mg/L; BOD5 sebesar 3 mg/L, dan chromium total sebesar 0,047 mg/L; 4) dukungan penguatan teknologi tepat guna (pelorod malam, penerangan, pemanenan air hujan), pengembangan sarana prasarana (booth makanan, spot foto, art shop, akomodasi, dan toilet umum bertema “batik”, serta penyelenggaraan kegiatan (events) bertema “batik” (lomba desain motif, fashion show , lomba mewarnai batik maupun mural batik) diperlukan untuk mendukung keberlanjutan pariwisata kreatif edu-ekowisata green industry batik Sidomukti.

PENGARUH SUBSTITUSI LIMBAH KACA TERHADAP TENSILE STRENGTH RATIO CAMPURAN BERASPAL ASPHALT CONCRETE-BINDER COURSE Syaripin; Suparma, Latif Budi; Mulyono, Agus Taufik; Alawy, Gholiqul Amrodh; Ardiansyah, Ahmad Farid; Septiandri, Rohmahillah Aviskanasya
Jurnal HPJI (Himpunan Pengembangan Jalan Indonesia) Vol. 11 No. 1 (2025)
Publisher : Himpunan Pengembangan Jalan Indonesia (HPJI)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26593/jhpji.v11i1.9065.39-48

Abstract Hot asphalt mixtures require aggregate as the constituent material. In this study, the potential for glass waste to be used as an aggregate substitute is examined. For this reason, a mixture design was determined to obtain the Optimum Asphalt Content of the Asphalt Concrete-Binder Course mixtures using glass waste as a substitute for fine aggregate. The glass waste used is glass waste that passes through sieve No. 50 and retained on sieve No.100. The proportion of glass waste substitution is 0%, 25%, 50%, 75%, and 100% to the amount of fine aggregate in the mixture. The asphalt mixture in this study was made using the Marshall mixture design method. From this design, the Optimum Asphalt Content is obtained at 5.9% (0% glass waste), 5.4% (25% glass waste), 5.2% (50% glass waste), 5.1% (75% glass waste), and 4.9% (100% glass waste). Next, test spe-cimens were made for Indirect Tensile Strength testing, and carried out for testing in dry and wet conditions, and the Tensile Strength Ratio of the test specimens was determined. The Tensile Strength Ratio of the asphalt mixture decreases with increasing proportion of glass waste and decreasing asphalt content. Overall, this research shows that glass waste can be used as a substitute for fine aggregate. Keywords: hot mix asphalt; aggregate; glass waste; Marshall Method; Tensile Strength Ratio Abstrak Campuran beraspal panas memerlukan agregat sebagai material penyusunnya. Pada studi ini dikaji potensi limbah kaca untuk dimanfaatkan sebagai substitusi agregat. Untuk itu ditentukan rancangan campuran dengan untuk mendapatkan Kadar Aspal Optimum pada campuran beraspal jenis Asphalt Concrete-Binder Course dengan menggunakan limbah kaca sebagai substitusi agregat halus. Limbah kaca yang digunakan adalah limbah kaca yang lolos ayakan No. 50 dan tertahan ayakan No.100. Proporsi substitusi limbah kaca adalah 0%, 25%, 50%, 75%, dan 100% terhadap jumlah agregat halus dalam campuran. Campuran beraspal pada studi ini dibuat dengan menggunakan metode perancangan campuran Marshall. Dari perancangan tersebut diperoleh Kadar Aspal Optimum sebesar 5,9% (limbah kaca 0%), 5,4% (limbah kaca 25%), 5,2% (limbah kaca 50%), 5,1% (limbah kaca 75%), dan 4,9% (limbah kaca 100%). Selanjutnya dibuat benda-benda uji untuk pengujian Indirect Tensile Strength, dan dilakukan untuk pengujian dengan kondisi telah dilakukan pengkondisian kering dan kondisi basah, serta ditentukan Tensile Strength Ratio benda-benda uji. Tensile Strength Ratio campuran beraspal mengecil dengan bertambahnya proporsi limbah kaca dan berkurangnya kadar aspal. Secara keseluruhan, penelitian ini menunjukkan bahwa limbah kaca dapat dimanfaatkan sebagai substitusi agregat halus. Kata-kata kunci: campuran beraspal panas; agregat; limbah kaca; Metode Marshall; Tensile Strength Ratio

Co-Authors ., Muballigh A.A. Ketut Agung Cahyawan W Abd. Rasyid Syamsuri Achmad Wicaksono Adita Dwi Sampurno Anak Agung Istri Sri Wiadnyani Andriyani Indah Sartika, Andriyani Indah Anggoro Ary Sutio, Anggoro Ary Ardiansyah, Ahmad Farid Arief Setiawan Bambang Riyanto Bayu Tirta Leksana Purnomo Berlian Kushari Budilukito, Andri Cahyono, Muhammad Wardan B. Chang, Iljoon Chatarina Umbul Wahyuni Danang Parikesit Dian Rusmanawati Dian Rusmanawati Dwi Ardianta Kurniawan, Dwi Ardianta Fajar Fauziah Sukamto Femy Arizona, Femy Gholiqul Amrodh Alawy Hendra Edi Gunawan Hendra Edi Gunawan, Hendra Edi Hudan, Muhammad Fahmi Imam Muthohar Iman Satyarno Juang Akbardin Kurniawan, Aziz Latif Budi Suparma Latif Budi Suparma Latif Budi Suparman Muhammad Zudhy Irawan, Muhammad Zudhy Najid Najid Najid, Najid Nityasari, Inastri Nur Oktaviani Widiastuti, Nur Oktaviani Nuraini Nuraini Permana, Francisca Dyah Anggraini Posilama, Dori Novi Prabowo, David Rachmat Prayudi Prayudi Prayudi Putra Abu Sandra Putra Abu Sandra Rahmadyanti, Erina Rahmat . Rai Fraja Nofvandro Rizky Ardhiarini, Rizky Samosir, David Marhutala Sari, Endah Murtiana Sarmini Sarmini Septiandri, Rohmahillah Aviskanasya Sigit Priyanto Silvanus Nohan Rudrokasworo Silvanus Nohan Rudrokasworo Sita, Tisara Situmorang, Daniel Supradian Sujanto Supradian Sujanto Supriyanto, Muhammad Susanti, Martini D.E Syaripin Tri Tjahjono Vernandest, Effri Wahid Wahyudi Wahid Wahyudi Wimpy Santosa Yusuf, Ferdinan Zebua, Konverman Berkat

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