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All Journal Potensi : Jurnal Sipil Politeknik Journal of Applied Civil Engineering and Infrastructure Technology (JACEIT) Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan Jurnal Riset Teknik Sipil dan Sains Kapuas Jurnal Teknik Sipil
Rifqi, Mirza Ghulam
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Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Engineering Environmental Science Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Transportation Other

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PERBANDINGAN WAKTU PEKERJAAN BEKISTING KONVENSIONAL DENGAN BEKISTING SISTEM PADA PEKERJAAN KOLOM PROYEK PEMBANGUNAN GEDUNG RUMAH SAKIT GRESIK SEHATI Mohammad Rizky Fadillah Bagus Pratama Putra; Safitri, Fikca Ayuk; Rifqi, Mirza Ghulam
Jurnal Riset Teknik Sipil dan Sains Vol. 3 No. 1 (2024): Agustus 2024 - Jurnal Riset Teknik Sipil dan Sains
Publisher : Politeknik Negeri Banyuwangi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.57203/j-riteks.v3i1.2024.29-35

Abstract

Pembangunan gedung merupakan indikator penting dalam mengukur kemajuan suatu daerah. Dalam proyek Pembangunan Gedung Rumah Sakit Gresik Sehati digunakan bekisting konvensional untuk memaksimalkan pemanfaatan sumber daya yang ada. Namun terjadi penundaan akibat kerusakan alat pancang yang mengakibatkan keterlambatan keseluruhan proyek. Untuk mengatasi masalah tersebut penulis melakukan perbandingan waktu bekisting konvensional dengan bekisting sistem pada pekerjaan kolom.  Penelitian ini bertujuan untuk mengetahui hasil dari perbandingan waktu pekerjaan bekisting konvensional dengan bekisting sistem pada pekerjaan kolom proyek Pembangunan Gedung Rumah Sakit Gresik Sehati. Metode penelitian menggunakan pendekatan waktu. Dimulai dengan identifikasi masalah keterlambatan progres pekerjaan, diikuti studi literatur dan pengumpulan data seperti gambar kerja, rancangan anggaran biaya, jadwal tenaga kerja, koefisien tenaga kerja bekisting, serta kurva S. Analisis data meliputi perhitungan volume pekerjaan, waktu pekerjaan, dan produktivitas tenaga kerja serta perbandingan waktu pekerjaan kedua bekisting. Kemudian dilanjutkan pembahasan hasil, serta penarikan kesimpulan dan saran. Hasil penelitian menunjukkan bahwa waktu pekerjaan kolom pada lantai 1 (pembesian, pemasangan bekisting, pengecoran, dan pembongkaran) menggunakan bekisting konvensional adalah 13 hari, sedangkan waktu pekerjaan kolom pada lantai 1 (pembesian, pemasangan bekisting, pengecoran, dan pembongkaran) menggunakan bekisting sistem adalah 8 hari. Perbandingan waktu pekerjaan pada kolom lantai 1 menggunakan bekisting konvensional dengan bekisting sistem adalah sebesar 1,625, menunjukkan bahwa bekisting sistem memiliki waktu yang lebih cepat dan produktivitas yang lebih besar daripada bekisting konvensional.
Perancangan Infrastruktur Jalan dan Peningkatan Kompetensi Personil di Desa Tambong Melalui Pelatihan Penyusunan Rencana Anggaran dan Biaya Pekerjaan Pranowo, Dadang Dwi; Ulfiyati, Yuni; Safitri, Fikca Ayuk; Rifqi, Mirza Ghulam
Kapuas Vol. 3 No. 1 (2023): Kapuas : Jurnal Publikasi Pengabdian Pada Masyarakat
Publisher : Politeknik Negeri Pontianak

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31573/jk.v3i1.513

Abstract

Banyuwangi Regency has development policies and objectives listed in the 2021-2026 Regional Medium Term Development Plan. One of the policies in Medium Term Development Plan is the regional development strategy. Banyuwangi Regency area consists of 25 sub-districts and 189 villages. Most of those villages are scattered in the southern region of Banyuwangi Regency Goverment. With regional boundaries and wide coverage area, Banyuwangi Regency Government has a priority scale in developing villages. In this condition, road facilities cannot be built and developed optimally. Limitation of infrastructure budgeting of the Banyuwangi Regency Regional Government become a problem in Tambong Village. In addition, the limited number of personel who have the ability to prepare planning documents and budget plans is also an obstacle in village infrastructure development activities. Assistance in planning village infrastructure and increasing the capacity of Tambong Village technical personel needs to be carried out so that the development program runs smoothly. Based on this, Banyuwangi State Polytechnic team held training regarding the preparation of a budget plan for technical personnel. Several technical documents needed for funding proposals and infrastructure financing were also prepared in this mentoring activity. This activity is implementing the Tri Dharma of High Vocational Education to the surrounding community. With the implementation of this activity, it is hoped that the transfer of knowledge by the community service team can be realized in the context of increasing the capacity of human resources in Tambong Village.
KARAKTERISTIK BAMBU APUS BANYUWANGI LAMINASI SUSUNAN LURUS BERDASARKAN KUAT TEKAN DAN KUAT LENTUR Solikin, Toha Fikri Rafsanjani; Rifqi, Mirza Ghulam
Jurnal Riset Teknik Sipil dan Sains Vol. 3 No. 2 (2025): Februari 2025 - Jurnal Riset Teknik Sipil dan Sains
Publisher : Politeknik Negeri Banyuwangi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.57203/j-riteks.v3i2.2025.58-65

Abstract

Bambu merupakan salah satu bahan yang dapat digunakan sebagai alternatif pengganti kayu, dengan masa panen paling cepat berumur 3 tahun. Bambu memiliki kekuatan yang besar namun belum dikembangkan secara maksimal, untuk mengatasi hal tersebut maka dikembangkan teknik pengolahan bambu menjadi laminasi balok. Berdasarkan hasil pengujian fisik dan mekanik bambu Apus memiliki karakteristik mirip dengan jenis bambu Jawa, Ampel dan Kuning sedangkan berdasarkan pengujian bambu laminasi, kelas kuat bambu Apus laminasi pada penelitian ini memiliki karakteristik yang mirip dengan kayu Meranti, Sungkai, Keruing, dan Merbau. Hasil penelitian menunjukkan bahwa kuat tekan pisau bambu rata-rata sebesar 387,90 kg/cm² dan kuat tarik pisau bambu Apus diperoleh rata-rata sebesar 3.109,11 kg/cm². Dari hasil pengujian kuat kuat laminasi bambu Apus menghasilkan nilai rata-rata sebesar 299,51 kg/cm², pengujian kuat tarik laminasi bambu Apus menghasilkan nilai rata-rata sebesar 5.481,85 kg/cm², sedangkan untuk kuat lentur laminasi bambu Apus menghasilkan nilai rata-rata sebesar 704,58 kg/cm², dan untuk nilai modulus elastisitas dari pengujian ketahanan diperoleh nilai rata-rata sebesar 25.634,20 MPa. Dari hasil pengujian bambu Apus laminasi susunan lurus berdasarkan kuat tekan, kuat tarik dan kuat lentur maka karakteristiknya mendekati pendekatan kelas kuat kayu III dan memiliki kode mutu kayu E25.
PENGARUH SILICA FUME TERHADAP KARAKTERISTIK MORTAR Astari, Dea Fitria; Rifqi, Mirza Ghulam
Jurnal Riset Teknik Sipil dan Sains Vol. 3 No. 2 (2025): Februari 2025 - Jurnal Riset Teknik Sipil dan Sains
Publisher : Politeknik Negeri Banyuwangi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.57203/j-riteks.v3i2.2025.66-72

Abstract

Pengembangan inovasi pembuatan mortar dapat ditambahkan dengan menggunakan bahan tambahan lain yang memiliki sifat mengisi rongga-rongga udara diantara agregat (filler) dan pasta semen. Bahan tambahan campuran material penyusun mortar yang digunakan dalam penelitian ini adalah silica fume, yang merupakan material pozzolan yang halus, berbentuk butiran, sangat kecil sekitar 100 kali lebih kecil dibandingkan dari ukuran partikel semen. Penelitian ini bertujuan untuk mengetahui pengaruh silica fume terhadap karakteristik mortar dengan presentase silica fume yang digunakan sebesar 0%, 25% dan 30%. Pengujian dilakukan dengan metode eksperimen dengan pengujian kuat tekan sesuai standar SNI 03-6825-2002, untuk memperoleh hasil nilai kuat tekan umur 3, 14 dan 28 hari dan hasil pengujian resapan air pada umur 28 hari. Hasil penelitian menunjukkan bahwa penggunaan silica fume dengan presentase 30% pada nilai maksimum di umur 28 hari mendapatkan nilai rata-rata kuat tekan sebesar 33,35 MPa menunjukkan bahwa semakin tinggi presentase silica fume maka semakin tinggi nilai kuat tekan yang dihasilkan karena efek microfiller. Pengujian resapan air mengalami penurunan sebesar 3,76%. Hal tersebut terjadi karena butiran silica fume yang sangat kecil dapat mengisi rongga diantara semen dan agregat halus, sehingga membuat benda uji mortar lebih rapat, kedap dan mengurangi porositas.
PEMETAAN KARAKTERISTIK PASIR SUNGAI DI WILAYAH BANYUWANGI SELATAN Anisa, Nindi; Rifqi, Mirza Ghulam
Jurnal Riset Teknik Sipil dan Sains Vol. 3 No. 2 (2025): Februari 2025 - Jurnal Riset Teknik Sipil dan Sains
Publisher : Politeknik Negeri Banyuwangi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.57203/j-riteks.v3i2.2025.51-57

Abstract

Banyuwangi Regency is a regency located at the southern coastal tip of the island of Java. Banyuwangi has abundant natural resources, especially in the southern region, one of which is river sand as a building material. This research was conducted to find out how the characteristics and quality of river sand in 6 sub-districts located in the southern region. This research uses SNI and ASTM as the basis of research, the things studied include: specific gravity, volume weight, sieve analysis, sand absorption water content, mud content, and sand moisture. The results showed that the average fineness modulus (FM) is included in the gradation zone 2 with FM values of 2.50-3.00, which is classified as moderately coarse sand. The specific gravity of sand in Pesanggaran, Gambiran, and Tegalsari 2 (North) sub-districts does not meet the standard requirements (2.4-2.7). In the volume weight test, all sand samples from seven sub-districts met the requirements. The infiltration water content varied, with the smallest value in Tegalsari 1 (east) sub-district at 1.45% and the highest value in Purwoharjo sub-district at 2.92%. Mud content was generally below 5%, except in Kecamatan Pesanggaran where it reached 5.45% (dry) and 5.30% (wet). Sand moisture in Siliragung, Bangorejo, and Tegalsari 1 (East) sub-districts met the requirement of no more than 2%. The sand cleanliness test for organic matter showed that the sand in Bangorejo sub-district was free of organic matter, while the sand in the other 6 sub-districts was indicated to contain organic matter.
KARAKTERISTIK BAMBU ATER BANYUWANGI LAMINASI SUSUNAN LURUS BERDASARKAN KUAT TEKAN DAN KUAT LENTUR Rifqi, Mirza Ghulam; Amin, M Shofi'ul; Bachtiar, Riza Rahimi; Suryani, Erna; Murdani, Riko
JURNAL TEKNIK SIPIL Vol 11, No 1 (2022): Volume 11 Nomor 1 Mei 2022
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jts.v11i1.23240

Abstract

Abstract: Laminated bamboo is a building material using a manufacturing technique which is made by bonding several pieces of bamboo. Laminated bamboo has higher characteristic strength compared to natural bamboo and is more mechanical in nature. For lamination treatment arranged straight on the lamination. Pertaining to SNI-03- 3958-1995, SNI-03-3399-1994, SNI 03-3959-1995 and ISO 22157-1; 2019 for the manufacturing and testing procedures for ater banyuwangi bamboo laminate test specimens. The purpose of this study was to work out the characteristics of bamboo ater lamination. The characteristics of bamboo include tensile strength, compressive strength and bending strength. The thickness of bamboo slats of the lamina is 7 mm with a horizontal straight arrangement and uses PVA adhesive. In this study, bamboo originating from the Genteng area in Banyuwangi was used, which was 3- 5 years old. The bamboo soaked in borax for five days for preservation. Bamboo is dried within the sun to dry the air and reduce moisture content (Water content uses 12.5% -15%). Bamboo that has been dried is laminated during a straight arrangement. Testing of bamboo for the lamina using one point load. The results showed that the compressive strength, bending strength and tensile strength of laminated bamboo without preservation were 279,40 kg/cm2, 933,04 kg/cm2 dan 4.700,23 kg/cm2 Mpa respectively, and while the value of compressive strength, bending strength and tensile strength of laminated bamboo with preservation were respectively were 231,62 kg/cm2, 739,94 kg/cm2 dan 4.263,96 kg/cm2. Based on the results of compress strength values, bending strength and tensile strength, the characteristics of bamboo ater banyuwangi laminate are classified with a strong class approach of wood and wood quality code including in strong class II according to PKKI NI-5 1961 and quality code E25 according to SNI 7973 2013..Keywords : laminated bamboo, water content, bending strength, compressive strength, tensile strength.Abstrak: Bambu laminasi merupakan bahan bangunan dengan teknik pembuatan yang dibuat dengan mengikat beberapa batang bambu. Bambu laminasi memiliki karakteristik kekuatan yang lebih tinggi dibandingkan dengan bambu alami dan lebih bersifat mekanis. Untuk perawatan laminasi diatur langsung pada laminasi. Terkait dengan SNI-03- 3958-1995, SNI-03-3399-1994, SNI 03-3959-1995 dan ISO 22157-1; 2019 untuk prosedur pembuatan dan pengujian benda uji laminasi bambu ater banyuwangi Tujuan penelitian ini adalah untuk mengetahui karakteristik laminasi ater bambu. Karakteristik bambu meliputi kuat tarik, kuat tekan dan kuat lentur. Ketebalan bilah bamboo untuk lamina 7 mm dengan susunan lurus horizontal dan menggunakan perekat PVA. Penelitian ini menggunakan bambu yang berasal dari daerah Genteng di Banyuwangi yang berumur 3 - 5 tahun. Bambu direndam dalam boraks selama lima hari untuk pengawetan. Bambu dikeringkan di bawah sinar matahari untuk mengeringkan udara dan mengurangi kadar air (Kadar air menggunakan 12,5% -15%). Bambu yang sudah dikeringkan dilaminasi dengan penataan lurus. Metode pengujian untuk lamina menggunakan pembebanan satu titik. Hasil penelitian menunjukkan bahwa kuat tekan, kuat lentur dan kuat tarik bambu laminasi tanpa pengawetan masing-masing adalah 279,40 kg/cm2, 933,04 kg/cm2 dan 4.700,23 kg/cm2, sedangkan nilai kuat tekan, kuat lentur dan kuat tarik bambu laminasi dengan pengawetan masing-masing sebesar 231,62 kg/cm2, 739,94 kg/cm2 dan 4.263,96 kg/cm2. Berdasarkan hasil nilai kuat tekan, kuat lentur dan kuat tarik maka karakteristik bambu ater banyuwangi laminasi diklasifikasikan dengan pendekatan kelas kuat kayu serta kode mutu kayu termasuk pada kelas kuat II menurut PKKI NI-5 1961 dan kode mutu E25 menurut SNI 7973 2013.Kata kunci : bambu laminasi, kadar air, kuat lentur, kuat tekan, kuat tarik
Perbandingan Kemampuan Kolom Pendek Berlubang Menahan Beban Aksial Dengan Variasi Diameter Tulangan Geser Aftoni, Mohammad; Khomari, Mohamad Galuh; Wiryasuta, I Ketut Hendra; Rifqi, Mirza Ghulam; Amin, M. Shofi'ul
Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan Vol 13 No 2 (2025): Jurnal Konstruksi dan Infrastruktur Vol 13 No.2 : Oktober 2025
Publisher : Civil Engineering Department, Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jki.v13i2.10539

Abstract

The installation of electrical and sanitary installation pipes in reinforced concrete columns forms holes that reduce the effective cross-sectional area and decrease the column capacity. This study compares the strength of perforated columns with varying shear reinforcement diameters to columns without holes. One of the reinforcement efforts was to increase the diameter of shear reinforcement to increase the resistance to axial load. The specimens measured 120 x 120 x 450 mm, consisting of six specimens: three columns without holes and three perforated columns with variations in shear reinforcement. The experimental method was used by testing materials, concrete compressive strength, and short columns at the Banyuwangi State Polytechnic Laboratory from January to June 2025. The test results showed that the columns without holes were able to withstand an axial load of 296.71 kN, 16.79% more than the perforated columns which were only able to withstand 246.89 kN. Theoretically, the column without holes has a compressive strength of 327.501kN, 3.4% greater than the perforated column of 316.531kN. The results show that increasing the diameter of shear reinforcement does not significantly increase the axial capacity of short hollow columns. Consideration of the use of diagonal shear reinforcement as additional reinforcement in addition to increasing the diameter of shear reinforcement against axial load is a crucial aspect in the optimization of hollow column design.
Perkuatan Tanah Gambut Ambarawa dengan Cerucuk Menggunakan Pemodelan Finite Element Method Milala, Chyntia Helmalia Br S.; Sandi, Dora Melati Nurita; Rifqi, Mirza Ghulam
Journal of Applied Civil Engineering and Infrastructure Technology Vol 7 No 2 (2026): Desember 2026 (Articles in Press)
Publisher : Indonesian Society of Applied Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52158/jaceit.v7i2.973

Abstract

Peat soils, which are mainly composed of semi-decayed plant remains, usually have high compressibility and low bearing capacity. The high compressibility and low bearing capacity mean that peat soil must be improved if construction is to be built on it. Research was conducted to find a method for soil improvement. Improvements were made by reinforcing the peat with bamboo stakes using the finite element method modeling. In the results of modeling and calculations using software based on the finite element method, the Ambarawa peat soil, before reinforcement with a bamboo stakes at a 5-day time interval, obtained a total deformation value of 7.18 m. After a 5-day interval, the soil collapsed due to its low bearing capacity, preventing further calculations and leaving the safety number unknown. In the Ambarawa peat soil after reinforcement with a bamboo stakes planned 8 m long bamboo stakes and a distance of 1 m between bamboo stakes based on calculations using finite element method modeling at a time interval of 5 days, the total deformation value was obtained at 3.98 m, a time interval of 10 days at 4.46 m, a time interval of 15 days at 4.46 m. Based on the known deformation value, the maximum safety value of this modeling was obtained at a time interval of 30 days, with a value of 1.173.
Perbandingan Kemampuan Menahan Beban Aksial Kolom Pendek Berlubang Dengan Variasi Jarak Sengkang Pratama, Muhamad Iqbal Dafa; Khomari, Mohamad Galuh Khomari; Wiryasuta, I Ketut Hendra; Amin, M. Shofi'ul; Rifqi, Mirza Ghulam
Journal of Applied Civil Engineering and Infrastructure Technology Vol 7 No 2 (2026): Desember 2026 (Articles in Press)
Publisher : Indonesian Society of Applied Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52158/jaceit.v7i2.1271

Abstract

This study investigates the effect of stirrup spacing variation on the axial load capacity of short reinforced concrete columns with openings. The research focuses on square cross-section short columns measuring 12 cm × 12 cm × 45 cm, incorporating a pipe opening that reduces the cross-sectional area by 5.58%. The objective is to determine whether varying the stirrup spacing can enhance the axial compressive strength of perforated columns, which typically experience strength reduction due to the decreased cross-sectional area. The study was conducted experimentally in a laboratory using 20 MPa concrete, with longitudinal reinforcement of ø10 mm and stirrups of ø6 mm. Two types of columns were tested: solid columns (with 19 cm stirrup spacing) and perforated columns (with 8 cm stirrup spacing). Test results indicate that reducing stirrup spacing in perforated columns was not sufficiently effective to equal or surpass the axial strength of solid columns. The solid columns had an average axial compressive strength of 296.71 kN, while the perforated columns with 8 cm stirrup spacing showed a slightly lower strength of 288.92 kN, representing a decrease of 2.62%.
Perbandingan Kemampuan Menahan Beban Aksial Kolom Pendek Berlubang Dengan Variasi Diameter Tulangan Utama Pangestu, Handi Abdul Halim; Khomari, Mohamad Galuh; Wiryasuta, I Ketut Hendra; Rifqi, Mirza Ghulam
Journal of Applied Civil Engineering and Infrastructure Technology Vol 7 No 2 (2026): Desember 2026 (Articles in Press)
Publisher : Indonesian Society of Applied Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52158/jaceit.v7i2.1274

Abstract

Tuntutan estetika dari sisi arsitektural dalam sebuah bangunan sering dijadikan sebagai alasan utama pemasangan pipa-pipa drainase ataupun instalasi mekanikal elektrikal di dalam kolom. Penambahan lubang tersebut mengakibatkan terjadi pengurangan luas penampang kolom yang akan mempengaruhi kekuatan tekan kolom. Dalam peraturan SNI 2847-2013 pasal 6.3.4 sudah di jelaskan penempatan saluran atau pipa di dalam kolom diperbolehkan dengan syarat tidak boleh melebihi 4% dari luas penampang kolom, namun dalam praktik di lapangan sering melebihi batas tersebut. Penelitian ini bertujuan untuk mengetahui perbandingan kemampuan kuat tekan kolom normal dengan kolom berlubang dalam memikul beban tekan dengan mutu yang sama dan dimensi yang sama. Metode yang digunakan untuk menentukan kuat tekan beton dilakukan perencanaan, pembuatan, dan pengujian kuat tekan pada kolom normal dan kolom berlubang variasi diameter tulangan utama dengan diameter pipa PVC 5,58% dari luas penampang kolom. Pengujian dilakukan setelah beton berumur 28 hari. Berdasarkan hasil penelitian, diperoleh bahwa kolom beton berlubang dengan variasi diameter tulangan utama memiliki kuat tekan rata-rata sebesar 311,610 kN, lebih besar 4,98% dibandingkan kolom beton normal yang memiliki kuat tekan rata-rata sebesar 296,713 kN. Hasil penelitian ini merekomendasikan penggunaan kolom berlubang dengan variasi diameter tulangan utama sebagai alternatif pada kolom yang membutuhkan ruang instalasi pipa, tanpa menurunkan kekuatan tekan secara signifikan. Hasil ini dapat dimanfaatkan oleh industri konstruksi untuk meningkatkan efisiensi ruang dan material pada struktur bangunan.
Co-Authors Aftoni, Mohammad Amin, M Shofi'ul Amin, M. Shofi'ul Amin, M. Shofi’ul Anisa, Nindi Astari, Dea Fitria Bachtiar, Riza Rahimi Dewi, Frida Mustika Dora Melati Nurita Sandi ERNA SURYANI Erni, Dwi Susanti Eva Olivia Hutasoit Habibah, Ifani Mita'ul Hidayati, Hilda Nur Hilmy, Muhammad I Ketut Hendra Wiryasuta Indriyani, Niken Irawan, Dicky Okky Khasan Fathoni Khomari, M. Galuh Khomari, Mohamad Galuh Khomari, Mohamad Galuh Khomari Lesmana, Yuris Indra Lomancoko, Abdul Rahman Dani M. Shofi’ul Amin Milala, Chyntia Helmalia Br S. Mohammad Rizky Fadillah Bagus Pratama Putra Murdani, Riko Pangestu, Handi Abdul Halim Pranowo, Dadang Dwi Pratama, Muhamad Iqbal Dafa Rahayu, Putri Safitri, Fikca Ayuk Solikin, Toha Fikri Rafsanjani Yuni Ulfiyati