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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 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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ANALISA TEBAL PERKERASAN LENTUR PADA RENCANA PENINGKATAN JALAN RUAS LEGUNDI – PERTIGAAN BUNDER Fandra Andriansyah P; Sigit Winarto; Yosef Cahyo Setianto Poernomo; Agata Iwan Candra
Jurnal Manajemen Teknologi & Teknik Sipil Vol 2, No 2 (2019): OCTOBER
Publisher : Faculty of Engineering, Kadiri University

The final project is Analysis of Flexible Pavement Thickness in the Plan for Improvement of Legundi Road Section - Bunder KM.5 + 700 to 13 + 700 STA. 0 + 000 to 4 + 000which comprised the road geometrics, flexible pavement depth completed with the budgeting. A topographic map was employed to make a geometric design. Traffic data of 2018, rainfall data of 2018, and California Bearing Ratio (CBR) data were needed to design the flexible pavement depth. The basic itemized cost of wages, materials, tools, and work itemized cost from General Work BinaMarga of East Java Province Division IV (Surabaya, Gresik, Sidoarjo, Mojokerto, Jombang) were needed to find out the budget. Chosen alternative flexible pavement depth of 10 cm asphalt-concrete MS 744 surface, 20 cm Cement Tread Base (CTB) base, and 50 cm sand-aggregate class A (CBR 70) sub-base.The calculations result in PI 01 Full-Circle bend and PI 02 Full-Circle; at IDR 14.745.341.000.Laporan Akhir ini adalah Analisa Tebal Perkerasan Lentur Pada Rencana Peningkatan Jalan Ruas Legundi – Pertigaan Bunder KM.5+700 s/d 13+700 STA. 0+000 s/d 4+000 yang bertujuan untuk menghitung tebal perkerasan lentur jalan, menghitung geometric jalan dan rencana anggaran biaya proyek. Peta topografi sebagai dasar untuk merencanakan geometric jalan. Data lalu lintas tahun 2018, data curah hujan tahun 2018, data California Bearing Ratio (CBR) untuk merencanakan tebal perkerasan lenturjalan. Data Harga Satuan Dasar upah, bahan, dan alat serta Harga Satuan Pekerjaan dari Departemen Pekerjaan Umum Bina Marga Jatim kelompok IV (Surabaya, Gresik, Sidoarjo, Mojokerto, Jombang) digunakan untuk perhitungan Rencana Anggaran Biaya. Berdasarkan perhitungan didapatkan tebal perkerasan lentur alternative terpilih untuk surface 10cm laston MS 744, base 20 cm Cement Tread Base (CTB) ,serta sub base 50 cm Sirtukelas A (CBR 70). Bentuktikungan PI 01 Full-Circle, dan PI 02 Full-Circle. Biaya yang diperlukanadalahsebesarRp 14.745.341.000,-.

PEMANFAATAN LIMBAH PUNTUNG ROKOK FILTER SEBAGAI BAHAN CAMPURAN BETON RINGAN BERPORI Agata Iwan Candra; Edy Gardjito; Yosef Cahyo; Andri Dwi Cahyono; Zendy Bima Mahardana
U Karst Vol 3, No 1 (2019): APRIL
Publisher : Kadiri University

Concrete is a vital component of construction. One of them is lightweight concrete consisting of a mixture of coarse aggregate, fine aggregate, cement which is united by water in a predetermined ratio. Lightweight concrete is concrete which has a weight of less than 2000kg / m³, lightweight concrete usually uses aggregate or lightweight material so that the concrete produced also has a light specific gravity. Waste cigarette filler waste is a waste that is difficult to recycle. Cotton filter cigarette butts are cotton-based fibers that are lightweight, porous and easily absorb water. For the use of this waste as a substitute for overall coarse aggregate, research needs to be carried out, namely the amount of compressive strength produced by replacing coarse aggregate from cigarette butts waste, job mix used according to SNI K-125 by completely replacing coarse aggregate with cigarette butts waste, Job mix for 1m³ concrete consists of 276 kg of cement, 214 liters of water, 148.62 kg of cigarette butts, and 828 kg of sand. From the above research, the highest compressive strength at 28 days reached K-115.56, which means that the target for concrete paving has reached K-100. As for the absorption, value is quite high from consecutive tests for ¼ hours, 1 hour, 4 hours, and 24 hours produced an average value of 0.116 liters, 0.269 liters, 0.374 liters, 0.699 liters. The results of the study of concrete density with a coarse aggregate of cigarette butts waste reached an average of 1831.11 kg / m³, for the study the pore figures yielded an average value of 0.2854, then the results of the porosity values obtained an average of 0.222016. AbstrakBeton merupakan komponen vital pada suatu konstruksi. Salah satunya beton ringan yang terdiri dari campuran agregat kasar, agregat halus, semen yang dipersatukan oleh air dengan perbandingan yang telah ditentukan. Beton ringan adalah beton yang memiliki berat kurang dari 2000kg/m³, beton ringan biasanya menggunakan agregat atau bahan yang ringan sehingga beton yang di hasilkan juga memiliki berat jenis yang ringan. Limbah puntung rokok fillter adalah suatu limbah yang sulit untuk di daur ulang. Puntung rokok fillter berbahan dasar kapas yang merupakan serat yang memiliki sifat ringan, berpori, dan mudah menyerap air. Untuk penggunaan limbah ini sebagai pengganti agregat kasar secara menyeluruh perlu diadakan penelitian yaitu besarnya kuat tekan yang di hasilkan dengan penggantian agregat kasar dari limbah puntung rokok tersebut, job mix yang digunakan sesuai SNI K-125 dengan mengganti sepenuhnya agregat kasar dengan limbah puntung rokok,,job mix untuk 1m³ beton terdiri dari semen 276 Kg, air 214 liter, puntung rokok 148,62 Kg, dan pasir sebanyak 828 Kg. Dari penelitian di atas diperoleh nilai kuat tekan pada umur beton 28 hari tertinggi mencapai K-115,56 yang berarti telah mencapai target untuk paving beton sebesar K-100. Sedangkan untuk nilai absorsinya cukup tinggi dari pengujian berturut-turut selama ¼ jam, 1 jam, 4 jam, dan 24 jam di hasilkan nilai rata-rata sebesar 0,116 liter, 0,269 liter, 0,374 liter, 0,699 liter. Hasil penelitian dari berat jenis beton dengan agregat kasar limbah puntung rokok mencapai rata-rata 1831,11 Kg/m³, untuk penelitian angka pori di hasilkan nilai rata-rata mencapai 0,2854, selanjutnya hasil nilai porositas diperoleh rata-rata mencapai 0,222016.

Desain Perkerasan Jalan Sumberboto - Gununggede Blitar Menggunakan Metode Manual Desain Uminarsih Uminarsih; 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

The road is an access that connects an area with other areas. With the road, mobility will be easier so that it has an impact on increasing or stabilizing the economy. The Sumberboto-Gunung Gede Blitar road section is one of the access roads to Tambakrejo beach tourism. To improve comfort and safety for road users, it is necessary to improve road quality. This study aims to plan the pavement on the Sumberboto-Gunung Gede Blitar road section. The planning is carried out on the condition of the heavily damaged pavement, with a service life of more than 10 years, the width of the road is 4 meters, the length of the road is 6 kilometers, the type of collector road is class II, and the type of pavement is laston. The planning carried out includes the addition of roads in the hills of Blitar Regency, the data used includes the condition of the sections on the road with calculations referring to the Design Manual Number 02/M/BM/2013 road pavement. The planning results obtained road construction with flexible pavement, with a specification of a surface layer of 10 cm, a layer of 20 cm for the top foundation, 25 cm for the bottom layer of the foundation. From this plan, a total budget of Rp. 13,572,808,084.00 (thirteen billion five hundred seventy-two million eight hundred thousand rupiah) is required. With these results, it can be used as a reference in realizing road construction on the Sumberboto-Gunung Gede Blitar road section.

PERENCANAAN PONDASI TIANG (Studi Kasus HOTEL MERDEKA TULUNGAGUNG) Rohmat Ilyas Kurniawan; Ahmad Ridwan; Sigit Winarto; Agata Iwan Candra
Jurnal Manajemen Teknologi & Teknik Sipil Vol 2, No 1 (2019): JUNE
Publisher : Faculty of Engineering, Kadiri University

The foundation is a construction at the base of the building, which functions to transmit the load from the top of the building structure to the soil layer at the bottom. The pile type foundation is a foundation that is often planned in such conditions. Therefore it is necessary to calculate incorrectly in foundation planning. The method used is the method of description and observation. From the calculation results, the optimal foundation is obtained using a diameter of 40 cm with screw reinforcement D16 distance 125 with the content of 5 reinforcement. When calculating piles, it is better to use pile group control and lateral force control so that the planned foundation construction is able to support the planned load.Pondasi merupakan suatu konstruksi pada bagian dasar bangunan yang berfungsi meneruskan beban dari bagian atas struktur bangunan ke lapisan tanah yang berada di bagian bawahnya Pondasi jenis tiang merupakan pondasi yang sering kali direncakan pada kondisi yang demikian, maka dari itu perlu perhitungan yang tidak tepat pada perencanaan pondasi, metode yang digunakan ialah metode penjabaran dan pengamatan Dari hasil perhitungan, didapat pondasi yang optimal mengunakan diameter 40 cm dengan tulangan besi ulir D16 jarak 125 dengan isi 5 tulangan. Jika menghitung tiang pancang lebih baik menggunakan kontrol kelompok tiang serta kontrol gaya lateral agar konstruksi pondasi yang direncanakan mampu mundukung beban yang yang di rencanakan.

Classify Aggregate In Asphalt Pavement Layers (A.C-B.C) using Sieve Shaker Mochamad Rizki; Agata Iwan Candra; Evita Fitrianis Hidiyati; Dikhy Ridho Laksono; Ramadhan Mahendra; Muhammad Lutfi Amzari; Mukhammad Ibnul Mubarok; Muhammad Feggi Saputra
THE SPIRIT OF SOCIETY JOURNAL : International Journal of Society Development and Engagement Vol 6 No 1: September 2022
Publisher : LPPM of NAROTAMA UNIVERSITY

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29138/scj.v6i1.1651

Aggregates are a significant feature of asphalt mixtures, which significantly affect the volumetric properties and mechanical performance. Layers of concrete asphalt consist of a mixture of fine aggregates, coarse aggregates, and fillers mixed with penetration grade asphalt. The concrete pavement layer (asphalt concrete) has several types: wear surface layer, intermediate surface layer, and foundation layer. The experimental research method with the gradation testing method using the Sieve Shaker machine with aggregate objects. The aggregate used in the form of fine aggregates from Lumajang sand and coarse aggregates from Kediri Kediri is taken randomly with a maximum size of 2.36 mm, aggregate used in the form of corals originating from Kedak area, Semen Subdistrict, Kediri Regency with a maximum size of 19mm. This study aimed to determine the feasibility of aggregate classification in the classification of road pavement layers. The study was conducted using the Sieve Shaker machine with reference to the AASHTO T27. This study obtained the results that the aggregates tested from the Kedak, Kediri, and Pasir Lumajang regions deserved to be included in the Asphalt concrete A.C-B.C category in accordance with Bina Marga Division 6.

Curtain Grouting To Reduce Seepage Foundation Access Road To The Top Of The Dam At Tugu Dam Supriono Supriono; Agata Iwan Candra; Yosef Cahyo Setianto Poernomo; Mochammad Danara Indra Pradigta
U Karst Vol 6, No 1 (2022): APRIL
Publisher : Kadiri University

The construction of a complementary access road to the top of the dam is to the left of the Tugu dam pedestal. Based on geological studies, it is feared that there is a potential for seepage that passes through the left pedestal through joints, fractures, and fault areas/rock layers below the foundation surface. To anticipate this, the allowable seepage requirement is the lugeon value (Lu) < 3. This study aims to determine the geological conditions and the amount of seepage before and after foundation repairs are carried out using the grouting method. The type of this research is field research, qualitative descriptive because this research tries to collect lugeon population and cement material absorbed into the rock from water pressure test and grouting injection work by grouping each type of hole, pilot hole, primary hole, secondary hole, tertiary hole, and check hole. The study results by taking rock cores found that the constituent rocks were volcanic breccia units and colluvial rocks. Furthermore, a water pressure test before grouting with a water passing value of (k) = 6.62E-05 to 4.73E-04 cm/sec or with a lugeon value (Lu) of 5.07 to 36.21. After repairing the foundation using rim curtain grouting, the seepage that occurs decreases with a water passing value (k) = 1.96E-05 to 3.03E-05 cm/sec or lugeon (Lu) 1.50 to 2.32, so the requirements the target value of Lu < 3 was achieved with the effectiveness in the good category.

Measurement Of Occupational Safety And Health Risk Levels Of Kadiri University LP3M Building Sony Susanto; Hendy Hendy; Budi Winarno; Agata Iwan Candra
U Karst Vol 4, No 2 (2020): NOVEMBER
Publisher : Kadiri University

Construction work for high rise buildings is a dense work activity with a high level of risk. The purpose of this research is that construction of the building takes place in the middle of lecture activities where many students, lecturers, and staff carry out activities in the campus environment, considering that construction projects are generally vulnerable to work accidents. This study investigated the identification, K3 risk assessment, and how to control OHS risks in Kadiri University LP3M building projects. The assessment method uses a matrix sourced from AS / NZS 4360: 2004. The study population numbered 58 workers ranging from workers, artisans, project guards, forepersons, executors, and office staff. The sample in this study amounted to 38 respondents. Data collected from questionnaires to respondents. The results of the study showed that immovable/ tripped objects with a risk index of 20 included a very high-risk classification, high-risk classification of 4 variables, classification at medium risk level as many as ten variables can endanger workers and jobs while classification at a low-risk level as much as two variables.

Bearing Capacity Modification Of Clay In The Kedungsigit Village Using Zeolite Krisdiyanto Nugroho; Agata Iwan Candra; Yosef Cahyo Setianto Poernomo
U Karst Vol 5, No 2 (2021): NOVEMBER
Publisher : Kadiri University

Clay is a type of soil with a high level of water content. These properties make clay soils have a low low bearing capacity which can have an impact on the buildings above them, such as cracked walls, raised foundations, bumpy roads and so on. The soil in Kedungsigit Village, Karangan District, Trenggalek Regency is clay and needs to be repaired to build a strong building. This study aims to modify the value of the bearing capacity of clay. Modifications were made by adding Zeolite with a percentage of 0%, 5%, 10%, 15%, and 20%. Zeolite is used because it contains mineral kristal alumina silikat which have the ability to bind grains between aggregates. Observations were made on the characteristics of clay including testing of volume weight, shear strength, and bearing capacity using the Terzaghi method. The results showed the optimum value for the addition of 15. In testing the bearing capacity of the soil using the tread foundation, the value of 32,470 t/m2 was obtained for the addition of 15% zeolite and 21,376 t/m2 for the original soil. From these results it is known that the use of zeolite can increase the value of the bearing capacity of the soil. So that these modifications can be used as an effort to improve soil in Kedungsigit village.

ANALISA KETAHANAN GESER TANAH LEMPUNG DI WILAYAH UNIVERSITAS KADIRI DENGAN UJI KUAT GESER LANGSUNG Khoirun Nisa'; Agata Iwan Candra; Mohammad Abdul Aziz Hanafi; Rahmat Heru; Arif Rivianto
Jurnal Riset Rekayasa Sipil Vol 6, No 1 (2022): September 2022
Publisher : Civil Engineering Study Program, Engineering Faculty Universitas Sebelas Maret

Tanah lempung adalah salah satu jenis tanah lunak berbutir halus dan memiliki luas permukaan yang lebih besar dibanding diameter partikelnya. Tanah lempung memiliki kompresibilitas dan pemampatan yang tinggi, serta memiliki sifat kembang susut akibat interaksi dengan air. Faktor tersebut mengakibatkan daya dukung tanah menjadi rendah sehingga rawan terjadi kelongsoran apabila tanah tersebut dijadikan sebagai dasar perletakan konstruksi. Oleh karena itu perlu dilakukan stabilisasi tanah. Tujuan stabilisasi tanah adalah untuk meningkatkan kemampuan tanah dalam menahan beban dan daya dukung dengan peningkatan parameter kuat geser tanah. Berdasarkan hasil penelitian uji kuat geser langsung yang dilaksanakan di Laboratorium Teknik Sipil Universitas Kadiri menggunakan mesin Direct Shear Test diperoleh nilai kohesi sebesar 0,224 kPa dan nilai sudut geser dalam sebesar 3,783°, sehingga dapat disimpulkan bahwa tanah di wilayah Universitas Kadiri ini rawan terjadi kelongsoran dan perlu dilakukan upaya stabilisasi tanah apabila difungsikan sebagai dasar perletakan suatu konstruksi.

STABILITAS TANAH LEMPUNG BERPASIR MELALUI UJI KUAT GESER LANGSUNG DENGAN MENGGUNAKAN MESIN DIRECT SHEAR TEST Dicko Mahendra; Agata Iwan Candra; Friska Windi Meira Aisyah; Rahmat Heru; Arif Rivianto
Journal of Sustainable Civil Engineering (JOSCE) Vol 4 No 02 (2022): JOSCE: Journal of Sustainable Civil Engineering
Publisher : LPPM

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47080/josce.v4i02.2042

Dalam merancang dan membangun suatu bangunan diperlukan pengetahuan rinci tentang tanah yang akan dibangun. Jenis tanah yang perlu diperhatikan dalam konstruksi ialah tanah lempung sehingga penelitian ini menggunakan sampel tanah lempung berpasiran. Hal ini karena tanah lempung berpasir mempunyai sifat plastisitas yang tinggi dan perubahan susut tanah relatif besar. Untuk mengatasi hal tersebut perlu dilakukan uji kuat geser tanah. Penelitian ini menggunakan metode eksperimental uji kuat geser langsung dengan mesin direct test shear yang bertujuan untuk mengetahui stabilitas dan kekuatan tanah sebagai perencanaan sebuah konstruksi pada area tanah tersebut. Adapun metodologi yang dilakukan adalah pengambilan sampel tanah, pengujian di laboratorium dan pengambilan data. Hasil dari penelitian ini diperoleh nilai tegangan normal dan tegangan geser. Nilai tegangan normal yaitu sampel 1 dengan beban 0,8 kg adalah 2,540 kPa, sampel 2 dengan beban 1,593 kg adalah 5,012 kPa dan sampel 3 dengan beban 3,163 kg adalah 10,110 kPa, sedangkan nilai tegangan geser yaitu sampel 1 dengan beban 0,8 kg adalah 0,42 kPa, sampel 2 dengan beban 1,593 kg adalah 0,60 kPa dan pada sampel 3 dengan beban 3,163 kg adalah 1,28 kPa. diperoleh nilai kohesi sebesar 0,082 kPa dan nilai sudut geser diperoleh sebesar 6,637°. Data pengujian tanah ini dapat dijadikan sebagai acuan untuk menentukan tipe dari suatu tanah.

Co-Authors Abidatul Izzah Aditia, Trio Syiwa Aditiya Yayang Nurkafi Afif Nur Rahmadi 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 Ali, Mahardika Kamalika Khusna Altara, Jecksindio Elten Alvin Hidayat Amanda Rizky F Anasrudin Yusuf Andri Dwi Cahyono Annas Dwi Safi'i Annas Dwi Safi’i April Gunarto April Gunarto April Gunarto Ardinata Ardinata Ariadi Santoso Arif Fathur Rohman Arif Rivianto Arif Rivianto Arthur Daniel Limantara, Arthur Daniel Ashabul Yamin Atsfiela Dzulkhan Qalby Bella Amiria Rahmahima Bima Mahardana, Zendy Budi Heryanto Budi Winarno Budi Winarno Candra Yulianto Dicko Mahendra Dikhy Ridho Laksono 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 Fauzie Nursandah Fauzie Nursandah 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 Ma’rifatul Mumayyizah Meylinda Vricilia Mishbahul Aziz Moch Aminuddin Moch. Risjad Aldiansyah Mochamad Rizki Mochammad Danara Indra Pradigta Moh. Idham Cholid 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 Nursandah, Fauzie Ogest Tegar Widyakrama Oktaviadi, Mohammad Reza Onie Wardani Onie Wardani Pertiwi, Sheila Ananda Putri Prendy Eliya Mahendra Rahmat Heru Rahmat Heru Rahmat Heru Supriyo Rahmat Heru Supriyo 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 Saiful Muslimin Salman Alfaridh Pasya Sari, Tiara Sherlyta Satria Arung Bangun Samodera Satria Febby Romaadhoni 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 Widodo Restu Putra Widodo, Silvi Rushanti 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 Yuzi Melia Adi Putri Zaizafun Zakiya Zaizafun Zakiya Zaizafun Zakiya Zendy Bima Mahardana

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