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All Journal Inersia : Jurnal Teknik Sipil dan Arsitektur Jurnal Spektran CIVED (Journal of Civil Engineering and Vocational Education) Jurnal Teknik Sipil dan Perencanaan Rekayasa Sipil Prosiding Semnastek Jurnal Ilmiah Pangabdhi U Karst Wikrama Parahita : Jurnal Pengabdian Masyarakat The Spirit of Society Journal : International Journal of Society Development and Engagement Rang Teknik Journal BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Jurnal Inovasi Hasil Pengabdian Masyarakat (JIPEMAS) Media Ilmiah Teknik Sipil Jurnal Pensil : Pendidikan Teknik Sipil Borneo Engineering: Jurnal Teknik Sipil Applied Technology and Computing Science Journal JAIM (Jurnal Abdi Masyarakat) Jurnal Riset Rekayasa Sipil Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Journal of Sustainable Civil Engineering (JOSCE) Jurnal Manajemen Teknologi dan Teknik Sipil (JURMATEKS) Publikasi Riset Orientasi Teknik Sipil (Proteksi) Jurnal Komposit : Jurnal Ilmu-Ilmu Teknik Sipil Jurnal Talenta Sipil Blend Sains Jurnal Teknik Journal of Civil Engineering and Vocational Education

Agata Iwan Candra

Program Studi Teknik Sipil, Fakultas Teknik, Universitas Kadiri

Author-ID : 2742814

Humanities Automotive Engineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Environmental Science Industrial & Manufacturing Engineering Materials Science & Nanotechnology Mechanical Engineering Public Health Social Sciences Transportation Other

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ANALISIS PERENCANAAN OVERLAY PADA RUAS JALAN CRAKEN-NGULUNGKULON NAMBAK-NGULUNGKULON DENGAN BAHAN ACL PADA STA 0.00-13.345 KECAMATAN MUNJUNGAN KABUPATEN TRENGGALEK Wisnu Arganata; Arthur Daniel Limantara; Yosef Cahyo; Agata Iwan Candra
Jurnal Manajemen Teknologi & Teknik Sipil Vol 2, No 1 (2019): JUNE
Publisher : Faculty of Engineering, Kadiri University

Nowadays, the development of road capacity and vehicle quantity and the lack of optimal traffic infrastructure operations are the main problems in the Nambak-Ngulungkulon Craken-Ngulungkulon road section. This road is the object of observation because the road is an integrated system of the Nambak-Ngulungkulon Craken-Ngulungkulon road network. It is necessary to analyze how the performance and the thickness of the flexible pavement layer needed. To analyze road performance and calculate pavement thickness, the writer uses the Bina Marga 2017 method with ACL material at STA 0.00 - 13,345. The results of the analysis and calculation for the geometric planning of the Nambak-Ngulungkulon Craken-Ngulungkulon road section obtained the value of surface course with the 2017 Bina Marga method of 13 cm. Overlay work on the planning age is carried out in the 15 the year with an additional layer thickness with the Bina Marga 2017 method of 3 cm. And the traffic growth rate increased by 28.65% for 10 years y.a.d.Saat ini pengembangan kapasitas jalan dan kuantitas kendaraan dan kurangnya operasi infrastruktur lalu lintas yang optimal adalah masalah utama di ruas jalan Nambak-Ngulungkulon Craken-Ngulungkulon. Jalan ini adalah objek pengamatan karena jalan tersebut merupakan sistem yang terintegrasi dari jaringan jalan Nambak-Ngulungkulon Craken-Ngulungkulon. Perlu untuk menganalisis bagaimana kinerja dan ketebalan lapisan perkerasan lentur yang dibutuhkan. Untuk menganalisis kinerja jalan dan menghitung tebal perkerasan, penulis menggunakan metode Bina Marga 2017 dengan material ACL di STA 0,00 - 13,345. Hasil analisis dan perhitungan untuk perencanaan geometrik ruas jalan Nambak-Ngulungkulon Craken-Ngulungkulon diperoleh nilai permukaan jalan dengan metode Bina Marga 2017 13 cm. Pekerjaan overlay pada usia perencanaan dilakukan pada tahun ke-15 dengan tambahan ketebalan lapisan dengan metode Bina Marga 2017 3 cm. Dan tingkat pertumbuhan lalu lintas meningkat sebesar 28,65% selama 10 tahun y.a.d.

Meningkatkan Kualitas Pelayanan Jalan Raya Plandaan – Boro Tulungagung Menggunakan Perkerasan Kombinasi Geotextile Muhammad Ridho; Yosef Cahyo Setianto Poernomo; Agata Iwan Candra; Fajar Romadhon
Jurnal Manajemen Teknologi & Teknik Sipil Vol 4, No 2 (2021): OCTOBER
Publisher : Faculty of Engineering, Kadiri University

Roads as a means of transportation have an essential role in supporting human activities. One of the developments in road construction is the application of geotextiles in road combination pavements. Geotextile itself is often found in construction planning, especially in soil stabilization. The plandaan – boro Tulungagung road section is indicated by the type of silt as deep as 1.2 meters so that improvements are needed to support the quality of road construction. The purpose of this research is to plan road pavement with geotextiles on the Plandaan to boro roads. The geotextile used is a woven geogrid geotextile. The method used in planning is the Bina marga method of the 2017 Road Pavement Design Manual. The data used include technical data, traffic data, and California Bearing Ratio (CBR). The planning includes traffic design, pavement thickness calculations, and volume calculations. The planning results will be HMA – WC pavement covering an area of 4,200 m, with K225 concrete pavement covering an area of 8,400 m. Class Bﬞ Aggregate Pavement covering an area of 10,500 m using a geotextile layer requires 51,000 m² so that these results can be used as a reference in the repair or improvement of the Plandaan - boro Tulungagung road.

JOB MIX LASTON (AC-BC) MENGGUNAKAN BUBUK GYPSUM DAN ABU BATA MERAH Moch Aminuddin; Agata Iwan Candra; Yosef Cahyo S
Jurnal Manajemen Teknologi & Teknik Sipil Vol 1, No 2 (2018): OCTOBER
Publisher : Faculty of Engineering, Kadiri University

In a mixture of laston filler serves as a cavity filler in the mixture, increases stability, and binders concrete asphalt. In this study, researchers used gypsum powder and red brick ash filler instead of cement. This research was conducted to find out how the effect of using gypsum and red brick ash powder as filler in the laston mixture (ac-bc) in terms of Marshall characteristics. Variations in the asphalt content used in the laston mixture in this study were 5%, 5.5%, 6%, 6.5%, and 7% in which each bitumen content was made as many as 3 samples. After doing the Marshall test, it is known that with volumetric and Marshall parameters using 3 samples of each bitumen content, the average results obtained in the calculation: VMA of 17.68%, VIM of 4.46%, VFB of 74.87%, Stability amounting to 1152 kg, Flow of 2.47 mm, and MQ of 472 kg / mm. And from the results of tests or testing of Marshall characteristics, the optimum bitumen content needed in the last-mix mixture of AC-BC using powdered gypsum and red brick ash filler was 6.5%Dalam campuran laston filler berfungsi sebagai bahan pengisi rongga di dalam campuran, meningkatkan stabilitas, dan pengikat aspal beton. Pada penelitian ini, peneliti menggunakan filler bubuk gypsum dan abu bata merah sebagai pengganti semen. Penelitian ini dilakukan untuk mengetahui bagaimana pengaruh penggunaan bubuk gypsum dan abu bata merah sebagai filler dalam campuran laston (ac-bc) yang ditinjau dari karakteristik Marshall. Variasi kadar aspal yang digunakan dalam campuran lastonpada penelitian ini adalah 5%, 5,5%, 6%, 6,5%, dan 7% yang mana setiap kadar aspal dibuatkan benda uji dibuatkan sebanyak 3 sampel. Setelah melakukan tes Marshall, diketahui bahwa dengan volumetrik dan parameter Marshall menggunakan 3 sampel dari setiap kadar aspal, didapatkan hasil rata-rata pada perhitungan : VMA sebesar 17,68%, VIM sebesar 4,46%, VFB sebesar 74,87%, Stabilitas sebesar 1152 kg, Flow sebesar 2,47 mm, dan MQ sebesar 472 kg/mm. Dan dari hasil tes atau pengujian karakteristik Marshall, kadar aspal optimum yang dibutuhkan pada campuran laston AC-BC dengan menggunakan filler bubuk gypsum dan abu bata merah adalah sebesar 6,5 %.

Analisis Penerapan Keselamatan Dan Kesehatan Kerja (K3) Pembangunan Gedung Kuliah Bersama Kampus C Unair Surabaya Yusiane Saraswati; Ahmad Ridwan; Agata Iwan Candra
Jurnal Manajemen Teknologi & Teknik Sipil Vol 3, No 2 (2020): OCTOBER
Publisher : Faculty of Engineering, Kadiri University

Implementation of multi storey building construction projects is very prone of work accidents, so the application of Occupational Safety and Health must be strictly considered. This study purposes are to determine the most dominant occupational safety and health implementation measures and the level of implementation of occupational safety and health in the Shared Lecture Building Project Of Campus C Airlangga University Surabaya. This research uses quantitative descriptive method. The research populations are 150 workers, which include: security, workers, foremen, safety officer, project implementers and management staff. The sample was determined by the slovin technique with the results of 60 respondents. Data collection by distributing questionnaires to respondents. The results of data collection were tested for validity, realibility testing and statistical frequency analysts using IBM SPSS Statistics 25 software. In this study the most dominant results of the application of Occupational Safety and Health (K3) is checking the condition of PPE and the provision of PPE that is periodically complete with a value of 91.70%. The application level of Occupational Safety and Health (K3) in the Shared Lecture Building Project Of Campus C Airlangga University Surabaya has a percentage of 77.84%, so it can be classified in the VERY GOOD category. Pelaksanaan proyek konstruksi gedung bertingkat sangat rawan akan terjadinya kecelakaan kerja, sehingga penerapan Keselamatan dan Kesehatan Kerja harus benar-benar diperhatikan. Tujuan dilakukan penelitian ini untuk mengetahui tindakan penerapan Keselamatan dan Kesehatan Kerja yang paling dominan dan tingkat penerapan Keselamatan dan Kesehatan Kerja pada proyek pembangunan Gedung Kuliah Bersama Kampus C UNAIR Surabaya. Metode penelitian ini menggunakan deskriptif kuantitatif. Populasi penelitian berjumlah 150 tenaga kerja yang meliputi: satpam, pekerja, mandor, pelaksana K3, pelaksana proyek dan staff manajemen. Sampel ditentukan dengan teknik slovin dengan hasil 60 responden. Pengumpulan data dengan membagikan kuisoner kepada responden. Hasil pengumpulan data dilakukan uji validitas, uji reliabilitas dan analis frequensi statistic menggunakan software IBM SPSS Statistic 25. Pada penelitian ini di dapatkan hasil tindakan penerapan Keselamatan dan Kesehatan Kerja (K3) yang paling dominan adalah Pengecekan Kondisi APD dan Penyediaan APD yang lengkap secara berkala dengan nilai 91,70%. Tingkat penerapan Keselamatan dan Kesehatan Kerja (K3) Pada Proyek Pembangunan Gedung Kuliah Bersama Kampus C UNAIR memiliki prosentase 77,84 %, sehingga dapat di klasifikasikan dalam kategori SANGAT BAIK.

Penambahan Abu Jerami Dan Abu Sekam pada Beton Fc’ 18,68 Mpa untuk Meningkatkan Kuat Tekan Beton Alvin Hidayat; Agata Iwan Candra; Sigit Winarto; Muhammad Heri Nastotok
Jurnal Manajemen Teknologi & Teknik Sipil Vol 4, No 1 (2021): JUNE
Publisher : Faculty of Engineering, Kadiri University

Concrete is a material that is widely used in the construction sector. The use of sustainable concrete constituent materials will result in the depletion of these materials. That is a need for innovation in the use of concrete materials. Husk ash and straw ash contain silica contained in cement material. Further research is needed on the use of these materials. This research was conducted to determine the optimum compressive strength, moisture content, and concrete density of a mixture of husk ash and straw ash in concrete k-225 (Fc '18.68 Mpa) with variations of 0%, 5%, 10%, and 15% of weight cement. The specimens used are 15x30cm cylindrical and the test is carried out at 28 days of concrete. The results showed that the optimum compressive strength value was obtained in the addition of 5% with a compressive strength value of fc'22.5 MPa. The least water content value is in the addition of 10% with a value of 0.033kg. The specific gravity test results show that the value of specific gravity has decreased for each variation. So it can be concluded that the addition of husk ash and straw ash to the concrete mixture affects the compressive strength value.

Mengidentifikasi Jenis Tanah, Batas Plastis, Batas Cair Tanah Lempung Sheila Ananda Putri Pertiwi; Agata Iwan Candra; Tiara Sherlyta Sari; Annas Dwi Safi'i; Zaizafun Zakiya
Jurnal Talenta Sipil Vol 6, No 1 (2023): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v6i1.120

Soil is a material consisting of mineral grains bonded to one another. Soil itself has various types. One of them is clay. Clay soil is microscopic soil particles that come from weathering rocks. The water content in clay tends to be high so it has a low bearing capacity. In addition, it also has a high shrinkage. Therefore, the management of clay soils must be handled properly. The method used is Gradation Sieve, Liquid Limit, and Plastic Limit. These three methods are considered suitable for conducting tests on clay samples. From these tests, obtained D10 values of 0.14, D30 of 0.5 and D60 of 1.6. And the results of the calculation of Cu and Cc obtained the values of Cu 4 and 1 Cc 3 so that the soil is classified into the GC group (well granded gravel with clay). For the results of the liquid limit test (LL) on the soil samples that have been studied, the average liquid limit value of 25 strokes is 41.12%. For the results of the plastic limit (PL) test on the soil sample, the plastic limit value of 32.42% was obtained. And the results of reducing the liquid limit with the plastic limit obtained a plastic index value of 8.70% so that the soil is included in the criteria for low plasticity index.

Menentukan Tingkat Kelayakan Tanah Lempung Untuk Menyalurka Beban Kontruksi (Determining the Feasibility Level of Clay for Distributing Construction Loads) Ricky Putra Ardianto; Agata Iwan Candra; Ogest Tegar Widyakrama; Rahmat Heru Supriyo; Arif Rivianto
Jurnal Talenta Sipil Vol 6, No 1 (2023): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v6i1.166

In the course of the development of the world of civil construction, soil is a building material that can function as the foundation of a building structure. Clay soil is a type of soft soil with fine grain characteristics. The soil has a shrinkage property where when exposed to water it will expand according to the amount of water absorbed, but when it is dry it will shrink to its original dimensions with non-directional compaction. The consistency of clay soil does not support the safety of the building it supports. In constructing a construction, it is necessary to plan a sturdy and strong soil structure to prevent slip failure (clayey & longitudinal). The soil that often experiences problems in the construction of civil construction is clay. Therefore, a Direct Shear test was carried out at the Kadiri University Civil Engineering Laboratory. The results of this study obtained the value of the soil shear strength parameters. The direct shear strength test aims to determine the feasibility of the soil to accept construction loads, obtain parameters of the shear strength of disturbed soil or unconsolidated and undisturbed undisturbed soil. The shear strength test of the soil is carried out to determine the strength of the soil against the displacement that occurs in the soil. Based on the results of the direct shear strength test, the cohesion value was 0.330 and the shear angle value was 2.929. This value indicates that this soil is unstable, prone to landslides and is not feasible to carry construction loads

ANALISIS DAYA DUKUNG PONDASI STROUS PILE PADA PEMBANGUNAN GEDUNG MINI HOSPITAL UNIVERSITAS KADIRI Agata Iwan Candra
U Karst Vol 1, No 1 (2017): APRIL
Publisher : Kadiri University

The foundation is an important building structure in the field of construction because it functions as the support of a building. The foundation must be planned appropriately to maintain the stability of the building. Strauss foundation is one type of foundation that is used to carry the burden if hard soil that has a strong carrying capacity is very deep from the ground surface. This study aims to calculate the carrying capacity of the Strauss foundation using the Meyerhof method. To estimate the carrying capacity of the soil, field testing is carried out using a CPT (Cone Penetration Test). The results of the analysis show that the carrying capacity of the deepest shallow foundation is 2 meters with an ultimate carrying capacity of 188 kg. While the carrying capacity of foundations in the depth of 3 to 5 meters. The most efficient result by Meyerhof's calculation was the number of poles as much as 2 at a depth of 4 meters with a pile group capacity of 74.13 tons, greater than the maximum load (69.42 tons)Keywords: Carrying capacity, CPT (Cone Penetration Test), Strauss Foundation, Meyerhof.Pondasi merupakan struktur bangunan yang penting dalam bidang konstruksi karena berfungsi sebagai penompang sebuah bangunan. Pondasi harus direncanakan dengan tepat untuk menajaga kestabilan bangunan. Pondasi strauss merupakan salah satu jenis pondasi yang digunakan untuk memikul beban apabila tanah keras yang mempunyai daya dukung yang kuat letaknya sangat dalam dari permukaan tanah. Penelitian ini bertujuan untuk menghitung daya dukung tanah pondasi strauss menggunakan metode Meyerhof. Untuk memperkirakan daya dukung tanah dilakukan pengujian lapangan dengan menggunakan CPT (Cone Penetration Test). Hasil analisis menunjukkan bahwa daya dukung pondasi dangkal terdalam pada 2 meter dengan daya dukung ultimit 188 kg. Sedangkan daya dukung pondasi dalam terdapat pada kedalaman 3 hingga 5 meter. Hasil paling efisien dengan perhitungan Meyerhof didapat jumlah tiang sebanyak 2 pada kedalaman 4 meter dengan kapasitas kelompok tiang yaitu 74.13 ton, lebih besar dibandingkan dengan beban maksimum (69.42 ton) Kata kunci : Daya dukung, CPT (Cone Penetration Test ), Pondasi Strauss, Meyerhof.

PENGARUH PENAMBAHAN BATU KARANG SEBAGAI SUBSTITUSI AGREGAT HALUS DALAMPEMBUATAN PAVING BLOCK Edy Gardjito; Agata Iwan Candra; Yosef Cahyo
U Karst Vol 2, No 1 (2018): APRIL
Publisher : Kadiri University

Material exploitation, especially the use of sand as the main component of concrete, needs to be reduced. The purpose of this research is to find out the value of compressive strength from the addition of rocks to achieve compressive strength according to the standard mix design of paving blocks. This research was conducted at the University's Civil Engineering Laboratory. Attending a trial and error method, the samples tested were cube with a size of 15 x 15 x 15 cm with 3 pieces with the quality of paving planned and K-225 or 18.675 MPa. The method of making specimens includes semi-mechanics using a concrete mixer. Fractional waste The rock is crushed into small pieces and then put in messin abrassion to get smaller pieces of rock and become grains of sand. Test result obtained a percentage of 25% indicating a compressive strength of 22.1 MPa, 20.3 MPa, 19.9MPa, and has an average value of 21.8 MPa. Then the results from the substitution experience i increase against compressive strength. Keywords: Coral, Fine Aggregate, Compressive Strength. Eksploitasi material, terutama penggunaan pasir sebagai komponen utama beton, perlu dikurangi. Tujuan dari penelitian ini adalah untuk mengetahui nilai kekuatan tekan dari penambahan batuan untuk mencapai kekuatan tekan sesuai dengan desain campuran standar balok paving. Penelitian ini dilakukan di Laboratorium Teknik Sipil Universitas. Menghadiri metode coba-coba, sampel yang diuji adalah kubus dengan ukuran 15 x 15 x 15 cm dengan 3 buah dengan kualitas paving yang direncanakan dan K-225 atau 18,675 MPa. Metode pembuatan spesimen termasuk semi-mekanika menggunakan mixer beton. Limbah pecahan Batuan dihancurkan menjadi potongan-potongan kecil dan kemudian dimasukkan ke dalam abrasi untuk mendapatkan potongan batu yang lebih kecil dan menjadi butiran pasir. Hasil pengujian diperoleh persentase 25% yang menunjukkan kekuatan tekan 22,1 MPa, 20,3 MPa, 19,9MPa, dan memiliki nilai rata-rata 21,8 MPa. Kemudian hasil dari pengalaman substitusi saya meningkat terhadap kekuatan tekan Kata Kunci

Pengaruh Penambahan Abu Kayu Dan Abu Bambu Terhadap Kepadatan Tanah Lempung Vella Maulina Kris Putri; Agata Iwan Candra; Ahmad Ridwan
Jurnal Manajemen Teknologi & Teknik Sipil Vol 3, No 2 (2020): OCTOBER
Publisher : Faculty of Engineering, Kadiri University

The soil has an important role in construction, namely as the loading of soil on clay. It is necessary to improve the nature of the shrinkage. The authors conducted the study to increase the strength of clay by adding wood ashes and bamboo ashes. Wood ash and bamboo ash have pozzolan properties expected to add power to clay when weighted, would drop significantly. Material compares in this study using a mix of wood ash and bamboo ash with a variation of 0%, 4%, 8%, and 12%. Meanwhile, the clay soil is taken directly from the ravaged area, from bulging villages, from the grid district. The results showed that the soil is categorized as montmorillonite soil with properties that can damage light structures and road surface runoff. After adding wood and bamboo ash, it showed optimum results of 12% of the dry fixed test items showing a liquid limit’s value at 41,00%, plastic limit at 28,43%, and the net value of plastic limit at 12,57%. When testing for solidification using native soil at a dry volume of 7,91, gr/cm rainfall can increase by 10,42 gr/cm additives after adding 12% of wood ash and bamboo ash.Tanah memiliki peran penting dalam konstruksi yaitu sebagai pembebanan tanah pada tanah liat. Perlu untuk memperbaiki sifat penyusutan. Penulis melakukan penelitian untuk meningkatkan kekuatan tanah liat dengan cara menambahkan abu kayu dan abu bambu. Abu kayu dan abu bambu memiliki sifat pozzolan yang diharapkan dapat menambah kekuatan pada tanah liat saat tertimbang, akan turun secara signifikan. Perbandingan material dalam penelitian ini menggunakan campuran abu kayu dan abu bambu dengan variasi 0%, 4%, 8%, dan 12%. Sementara itu, tanah lempung diambil langsung dari area yang rusak, dari desa-desa yang menggembung, dari grid distrik. Hasil penelitian menunjukkan bahwa tanah tersebut dikategorikan sebagai tanah montmorillonite dengan sifat yang dapat merusak struktur ringan dan aliran permukaan jalan. Setelah dilakukan penambahan abu kayu dan bambu didapatkan hasil optimum dari 12% benda uji tetap kering yang menunjukkan nilai batas cair 41,00%, batas plastis 28,43%, dan nilai bersih batas plastis 12,57%. Pada pengujian solidifikasi menggunakan tanah asli pada volume kering 7,91 gr / cm curah hujan dapat meningkat sebesar 10,42 gr / cm aditif setelah penambahan 12% abu kayu dan abu bambu.

Co-Authors Abidatul Izzah Aditia, Trio Syiwa Aditiya Yayang Nurkafi Afif Nur Rahmadi Afif Nur Rahmadi, Afif Nur Afriyan Arsya Sabilla Agung Guncoro Ahmad Ridwan Ahmad Ridwan Ahmad Ridwan Ahmad Ridwan Ahmad Ridwan Ahmada Khotibul Umam Aldri Frinaldi Alfaridh Pasya, Salman Alfina Iskindaria Altara, Jecksindio Elten Alvin Hidayat Amanda Rizky F Anasrudin Yusuf Andri Dwi Cahyono Annas Dwi Safi'i April Gunarto April Gunarto April Gunarto Ardinata Ardinata Ariadi Santoso Ariadi Santoso, Ariadi Arif Fathur Rohman Arif Rivianto Arif Rivianto Arthur Daniel Limantara, Arthur Daniel Ashabul Yamin Atsfiela Dzulkhan Qalby Bagas Naga Pratala Haryadi Bella Amiria Rahmahima Bima Mahardana, Zendy Budi Heryanto Budi Winarno Budi Winarno Candra Yulianto Dicko Mahendra Dikhy Ridho Laksono Dodi Setiawan Dwi Hartanto Dwi K, Mohamad Agus Dwifi Aprilia Karisma Dwifi Aprilia Kharisma Dwifi Aprillia Karisma Edy Gardjito, Edy Eko Siswanto Eko Siswanto Eko Winarti Elsa Rizqi Purwanti Evita Fitrianis Hidiyati Faiz Muhammad Azhari Fajar Romadhon Fajar Romadhon Fandra Andriansyah P Farikhatul Mufaidah Fatkunada, Nur Addin Fauzie Nursandah Fauzie Nursandah Febrian, Bagas Fianca Nimas Yamada Puteri Fidyan Mamlu'atul Husna Fitry Rahmawaty Fransesco Indra Permana Friska Windi Meira Aisyah Galang Santoso Hadi Mashuri Hendy Hendy Hendy Henny Prasetiyo Heri Wahyudiono Herlan Pratikto Herlangga Duta Pramudya Hermawan Hermawan Hidiyati, Evita Fitrianis Hikmatul Lailiya Husna, Nadiya Ilham Rizqi Nurdian Putra Imam Mustofa Imam Safi'i Kavindo Yugiswara Hutama Khoirun Nisa' Khoirun Nisa' Ki Catur Budi Ki Catur Budi Ki Catur Budi S Krisdiyanto Nugroho Leo Agusta Utama Lin Sintyawati M Ilham Fauzil Fahmi Mahardi Kamalika Khusna Ali Mahardika, Rega Malik Ibrahim Ma’rifatul Mumayyizah Meylinda Vricilia Mishbahul Aziz Moch Aminuddin Moch. Risjad Aldiansyah Mochamad Rizki Mochammad Danara Indra Pradigta Moh. Idham Cholid Moh. Ilham Farihi Mohamad Agus Fajar Wibowo Mohammad Abdul Aziz Hanafi Mohammad Roziq Muchammad Sutikno Mudinillah, Adam Muhammad Bahrudin Muhammad Feggi Saputra Muhammad Heri Nastotok Muhammad Heri Nastotok Muhammad Lutfi Amzari Muhammad Nasih Al hasbi Muhammad Ridho Muhammad Rosyid Abdul Rohman Fauzy Muhammad Sulton Bahrudin Mukhammad Ibnul Mubarok Nadi Rheiza Fathurrohman Niko Andika Erwanda Nur Addin Fatkunada Nursandah, Fauzie Ogest Tegar Widyakrama Oktaviadi, Mohammad Reza Onie Wardani Pertiwi, Sheila Ananda Putri Prendy Eliya Mahendra Putri, Yuzi Melia Adi Rahadi Reswara Rahmat Heru Rahmat Heru Rahmat Heru Supriyo Rahmat Heru Supriyo Rahmawati, Apriliya Laily Ramadhan Mahendra Ravie Setya Putra Rekso Ajiono Ricky Putra Ardianto Rikha Wirda Izzati Rina Dwi Fatika Rina Dwi Fatika Rivianto, Arif Rohmat Ilyas Kurniawan Roid Ahmad Faizin Romadhon Romadhon Romadhon, Fajar Safi'i, Annas Dwi Safi'i, Imam Safi’i, Annas Dwi Saiful Muslimin Salman Alfaridh Pasya Sari, Tiara Sherlyta Satria Arung Bangun Samodera Satria Febby Romaadhoni Sefiyanti, Redyka Sheila Ananda Putri Pertiwi Sigit Winarto Sigit Winarto Sigit Winarto Sigit Winarto Sony Santoso Sony Susanto Sri Wiwoho Mudjanarko, Sri Wiwoho Sudjati Sudjati Sudjati Sudjati Sugeng Yani Widodo Sulik Anam Sulik Anam Sulik Anam Sumargono Sumargono Sumargono Sumargono Sumargono Supriadi Supriadi Supriono Supriono Suwarno Suwarno Tiara Sherlyta Sari Tiok Kresna Aji Two Puji Guntur A Uminarsih Uminarsih Veithzal Rivai Zainal Vella Maulina Kris Putri Wahyu Agung Nugroho Wardani, Onie Widodo Restu Putra Widodo, Silvi Rushanti winarti, eko Wisnu Arganata Yosef Cahyo Yosef Cahyo Yosef Cahyo S Yosef Cahyo S.P Yosef Cahyo Setianto Poernomo Yosef Cahyo Setianto Poernomo Yosef Cahyo Setianto Poernomo Yosef Cahyo Setianto Poernomo Yosef Cahyo Setianto Poernomo Yosef Cahyo Setianto Poernomo Yosef Cahyo Setianto Purnomo Yusiane Saraswati Yuzi Melia Adi Putri Zaizafun Zakiya Zaizafun Zakiya Zakiya, Zaizafun Zendy Bima Mahardana

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