Article Per Year (5 Year)
p-Index From 2021 - 2026
5.096
P-Index
This Author published in this journals
All Journal Journals Mining Engineering : Bina Tambang Journal of Degraded and Mining Lands Management INVOTEK: Jurnal Inovasi Vokasional dan Teknologi Jurnal Teknologi Informasi dan Pendidikan Pelita Eksakta MOTIVECTION : Journal of Mechanical, Electrical and Industrial Engineering Suluah Bendang: Jurnal Ilmiah Pengabdian Kepada Masyarakat Jurnal Sains dan Teknologi Al-Ihtiram: Multidisciplinary Journal of Counseling and Social Research
Yoszi Mingsi Anaperta
Universitas Negeri Padang
Religion Aerospace Engineering Agriculture, Biological Sciences & Forestry Humanities Astronomy Automotive Engineering Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Dentistry Earth & Planetary Sciences Education Electrical & Electronics Engineering Energy Engineering Health Professions Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Mathematics Mechanical Engineering Medicine & Pharmacology Nursing Physics Public Health Transportation Veterinary Other

Published : 101 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 101 Documents
Search

 7   8   9   10   11 
ANALISIS HUBUNGAN TOTAL RESISTANCE DAN KECEPATAN TERHADAP KONSUMSI BAHAN BAKAR DUMPTRUCK KOMATSUHD785DAN CATERPILLAR HD777DI PT. SEMEN PADANG Dicky Sevendra; Sumarya Sumarya; Yoszi Mingsi Anaperta
Journals Mining Engineering : Bina Tambang Vol 3, No 1 (2018): Journals Mining Engineering: Bina Tambang
Publisher : Departemen Teknik Pertambangan FT UNP

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (659.221 KB) | DOI: 10.24036/bt.v3i1.9175

Abstract

BUMN) one that moving at limestone mining area. Material purpose burn thattall on tool transports dumptruck t h e r e f o r e shall evaluate to down cost ofmining. Trick to reduce using up fuel it by undertaking analisis factor thatregards it, one that covers grade resistance , rolling resistance , speed, conditionof place job, attitude operator, and quality machine, and method mining one thatare not optimal.This research at focuses on prisoner influence full scale resistanceandand speed to burning fuel on unit dumtruck Catrepillar HD777 and KomatsuHD785 . Of watch result at field is gotten that the greater prisoner full scaleresistannce therefore the greater too fast fueled one is burnt from vehicle andgetting vehicle runaway speed slowing therefore will the greater too fast fueledone be burnt. It is caused because ability Rimpull circumscribed machine to settleprisoner so slows vehicle runaway speed. To result Rimpull one that big, thereforemachine shall be conected with low tooth and with RPM high.Relationship full scale resistance to fuel base analysis statistic withmethod regression linear modestly are as big as 99,013% meanwhile subjectivespeed is with fuel gotten by point determinant coefficient (R 2 ) as big as 0,997%.Base cost standard for fueled dumptruck 775F as big as 51,7 liters / the time ofday, therefore prisoner total maximal one can settle its truck as big as 15 %.
Analisis Balik Kestabilan Lereng Pada Pit Eagle 1 PT. Bumi Karya Makmur Jobsite PT. IPC Bantuas, Samarinda, Kalimantan Timur deki Irawan; Yoszi Mingsi Anaperta
Journals Mining Engineering : Bina Tambang Vol 7, No 3 (2022): Journals Mining Engineering: Bina Tambang
Publisher : Departemen Teknik Pertambangan FT UNP

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/bt.v7i3.120316

Abstract

PT. Bumi Karya Makmur is one of the companies engaged in coal mining contractors. PT. Bumi Karya Makmur is a mining contractor trusted by PT. International Prima Coal as the holder of IUP OP (Production Operation Mining Business License) to carry out coal mining activities which located in Bantuas, Palaran District, Samarinda City, East Kalimantan Province. Mining activity is carried out using the Open Pit Mining method. In May 2021, a landslide occurred on the western slopes of Pit Eagle 1 which have made  disrupted mining activities because the front work was buried by slope of landslide material. The landslide was caused by the actual geometry of the slopes in the field which is too steep around 80° for single slope and there were puddles of water on the slopes that makes the slope in the saturated state. The slope stability analysis of the western area at Pit Eagle 1 used the Probabilistic Monte Carlo method, where the initial soil data were: cohesion (c) = 93,272 kN/m2 and internal shear angle (ϕ) = 20,122˚; sandstone: (c) = 87,886 kN/m2 and (ϕ) = 28,014; mudstone: c = 129.983 kN/m2 and = 31,317˚. Analysis the value of the factor of safety (FK), the probability of landslides (PK), and slope geometry recommendation using the Bishop Simplified method. The results of this research are, firstly, the slope safety factor value at Pit Eagle 1 in the saturated state before the landslide is 1.253 with a landslide probability value of 0%, in the semi-saturated state with FK value is 1.602 with a landslide probability value of 0% and the dry state with a FK value of 1.802 with a probability of avalanche 0%. Secondly, back analysis on the Pit Eagle 1 landslide area resulted in the value of the geotechnical parameter Soil (C) = 88.6 kN/m2 (ϕ) = 20,122o; Sandstone: (c) = 87,886 kN/m2 and (ϕ) = 28,014o; Mudstone (C) = 69.65 kN/m2 (ϕ) = 23.316o. Third, the geometry recommendation of slope at Pit Eagle 1 with an overall slope height of 40 meters, that namely with an overall slope angle of 52˚ with a single slope height of 8 meters, a bench width of 5 meters, and a single slope angle for Soil and Sandstone materials, while for a single slope angle for Mudstone materials is 70°.
ANALISIS PENGARUH GEOMETRI JALAN PIT MAJAPAHIT BESERTA TOTAL RESISTANCE TERHADAP SPEED DAN FUEL RATIO KOMATSU HD 785-7 PT. KALIMANTAN PRIMA PERSADA SITE PCN DESA SEBAMBAN KEC. SUNGAI LOBAN KAB. TANAH BUMBU KALIMANTAN SELATAN Lukman Firmansyah; Yoszi Mingsi Anaperta
Journals Mining Engineering : Bina Tambang Vol 7, No 3 (2022): Journals Mining Engineering: Bina Tambang
Publisher : Departemen Teknik Pertambangan FT UNP

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/bt.v7i3.119974

Abstract

Abstract. PT. Kalimantan Prima Persada is a coal mining company, one of its working locations is PT. PCN (Prolindo Cipta Nusantara) The mining pit is named the Majapahit Pit. At the Majapahit Pit, a new road was built that functions for the overburden transportation road, namely Jalan Arjunasastra and Jalan Putri Gunung Buih.Many road segments have non-ideal road geometry, based on speed data of Komatsu HD 785-7 loaded and unloaded equipment it was found that 35.48 km/hour and 12.01 km/hour. This is not in accordance with the company's target, where the target speed of the HD 785-7 conveyance is 17 km/hour and 50 km/h empty. As a result of not achieving the speed, it will affect the production of transportation equipment in March-April, based on data on the production of Komatsu HD 785-7 transportation equipment, which is actually 231.860 Bcm but the company's target is 288.000 Bcm. As a result of not achieving production, it affects the value of the fuel ratio of the conveyance. Based on fuel ratio data, the actual conveyance is 0.68 Bcm/hour but the company's target is 0.54 Bcm/hour.The effect of total resistance on speed is inversely proportional, meaning that if the total resistance increases, the speed decreases. And the effect of total resistance on the fuel ratio is directly proportional, meaning that if the total resistance increases, the fuel ratio increases. This is in accordance with the results of the improvement. After repairs were made, it was found that the speed value for the loaded condition increased to 17.91 Km/hour and the empty condition became 50.05 Km/hour so that it increased by about 40%, for the production of transportation equipment it increased to 294,307 Bcm/hour so that it rose 23,52% and fuel ratio decreased to 0.54 Bcm/hour so that the fuel ratio decreased by 25,93%.
Analisis Pengaruh Speed Terhadap Fuel Ratio Alat Angkut Sany SKT90S-35 Pada Kegiatan Pengupasan Overburden Pit South di PT. Anugerah Covindo Indonesia Heri Permana; Yoszi Mingsi Anaperta
Journals Mining Engineering : Bina Tambang Vol 8, No 1 (2023): Journals Mining Engineering: Bina Tambang
Publisher : Departemen Teknik Pertambangan FT UNP

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/bt.v8i1.122165

Abstract

PT. Anugerah Covindo Indonesia is a coal mining service company as a contractor in the open pit area, one of its jobsites is GPU (Gorbi Putra Utama) Pit South Beringin II Village, Rawas Hilir District, North Musi Rawas Regency, South Sumatra Province. Based on the problems in the field, it is known that there are not ideal road geometries such as straight road widths and bends which are still lacking in grade which exceeds 12%. With the condition of the road geometry that is not ideal, it will affect the total resistance of the vehicle so that it will affect the speed of the conveyance that crosses it which in turn will cause the productivity of the transportation equipment and the value of the fuel ratio of the transportation equipment to increase. This study aims to analyze how the ideal road geometry is on the road, analyze the actual total resistance value and after repairs and analyze the speed value and fuel ratio value of the conveyance both in actual conditions and after repairs have been made. The type of research used is applied research which aims to find solutions to certain problems with data in the form of qualitative and quantitative data. From the results of the calculations, the minimum width on straight roads is 12.5 m, on bends is 17.545 m, and the road grade must be reduced with a maximum grade value of 12%. The total resistance value has decreased so that the productivity of the transportation equipment has increased and the fuel ratio value of the SANY SKT 90S transportation equipment has decreased. The actual productivity of the transportation equipment was 117,260, BCM/month increased to 160,256.7 BCM/month, while the fuel ratio for the actual condition of the transportation equipment was 0.48 ltr/bcm, which decreased to 0.35 ltr/bcm.
Kajian Teknis Produktivitas Belt Conveyor Jalur 7.1 Dalam Pengiriman Limestone Ke Storage Indarung VI pada PT. Semen Padang, Sumatera Barat Jordi Andika Putra Salim; Yoszi Mingsi Anaperta; Adree Octova
Journals Mining Engineering : Bina Tambang Vol 8, No 2 (2023): Journals Mining Engineering: Bina Tambang
Publisher : Departemen Teknik Pertambangan FT UNP

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/bt.v8i2.123654

Abstract

PT Semen Padang is the oldest company in Indonesia which was founded in 1910. The basic ingredients for making cement are 81% Limestone, 9% Silica, 8.5% Clay, 1% Iron Sand and 0.5% Gypsum. PT Semen Padang conducts Silica and Limestone mining business in Bukit Karang Putih, Indarung, Lubuk Kilangan District, Padang City. In mining at PT Semen Padang there is a conveying activity in which in this activity the transportation of material that has been crushed is transported to storage. There are many types of storage for Padang Cement, starting from Indarung II, III, IV, V and VI. In conveying activities at Semen Padang there are 2 lines, namely the old line and the new line which is called the longbelt. At PT Semen Padang, belt conveyors come in a variety of sizes, and depending on the route taken for delivery, the capacity of each belt for the delivery of raw materials varies. As a result, the minimum production capacity will determine the belt conveyor's production capacity. In the long term of five years, PT Semen Padang intends to expand its output objective to 12,300 tons in 2021. Longbelt delivery lines start from 6A1J03-6A1J04-6A1J05-6A1J06- 6A1J07-6A1J08-6A1J10 to storage indarung VI.
EVALUASI GEOMETRI JALAN TAMBANG UNTUK MENINGKATKAN TARGET PRODUKSI BATU KAPUR 2.000 TON/BULAN PT. SUMBAR CALCIUM PRATAMA, KABUPATEN LIMA PULUH KOTA, PROVINSI SUMATERA BARAT Muhammad Syukri Yusa; Yoszi Mingsi Anaperta S.T,M.T
Journals Mining Engineering : Bina Tambang Vol 8, No 2 (2023): Journals Mining Engineering: Bina Tambang
Publisher : Departemen Teknik Pertambangan FT UNP

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/bt.v8i2.123658

Abstract

PT. Sumbar Calcium Pratama is a company engaged in open pit mining and processing of l imestone in Jorong Ateh Loban, Nagari Halaban, Lareh Sago Halaban District, Fifty City District, West Sumatra Province. In supporting its production, PT. West Sumatra Calcium Pratama requires an effective road access design that complies with standards so as not to hinder production activities. From the actual data in the field, it was found that the road segments had non-ideal straight road widths, namely segments 1, 2, 3, 4, 5, and 9, while the ideal straight road width after calculations was 7 meters, on the bend road width t here were four non-ideal road segments, where the ideal road bend width is 10.5 meters. Then there is a road grade that is > 10% to be precise in segment 8 (12.25%) which of course this is not in accordance with t he applicable provisions according to AASHTO 1994. Because this will certainly affect the total rimpull, speed, circulation time, and productivity of the tool transport. From the calculation results, the actual productivity value of the conveyance is 1.47 tons/hour, while the planned productivity of the conveyance with a hauling distance of about 2.8 km is 2.08 tons/hour. After the theoretical calculations were carried out with the road conditions having been repaired, the productivity of the transportation equipment was 2.18 t ons/hour, which means that after the road was repaired theoretically the productivity reached even more t han the plan. While the production target in February was 2,000 tons/month, with actual production of 1,416 tons/month. After doing theoretical calculations, it was found that production was 2,100 tons/month, which means that it exceeded the production target. The conclusion of this study is that road conditions will affect the total rimpull, the total rimpull will affect the speed, then the speed will affect the cycle time, and t his cycle time will affect the productivity of the conveyance.
Perhitungan Geometri Jalan Dan Daya Dukung Tanah Pada Tambang Batubara di PT. Dasrat Sarana Arang Sejati, Parambahan, Desa Batu Tanjung, Kecamatan Talawi, Kota Sawahlunto. Khairanisa Ariya; Yoszi Mingsi Anaperta
Journals Mining Engineering : Bina Tambang Vol 8, No 2 (2023): Journals Mining Engineering: Bina Tambang
Publisher : Departemen Teknik Pertambangan FT UNP

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/bt.v8i2.125171

Abstract

 Abstract.  Haul roads are a facility of crucial importance in mining activities, connecting various location points throughout mining, processing, and sales operations.  Optimal and efficient planning is necessary to meet the need for haul roads. Road planning is undertaken to acquire the road geometry required. This includes the bearing capacity of the soil, which is crucial in determining the weight of vehicles that the road can sustain. Therefore, the essential data that is required for the planning process includes the conveyance specifications and the findings from the Dynamic Cone Penetrometer (DCP) test. Based on the executed plan, it was determined that the minimum width required for the haul road is 8.75 m, and 15.14 m at the bend. In addition, the plan's superelevation value is 0.04 (equivalent to 4%), a cross slope of 18 cm, a safety berm of 0.5 m, a bottom width of 1.5 m, and the minimum stopping distance is 19.61 m. Technical term abbreviations are explained upon first use. For the design of pavement thickness on the base layer that has been calculated using the DCP test, it is noted that CBR values not compliant with established standards necessitate backfilling if the result is ≤ 5% and compaction if the result is ≥ 12%, ensuring the planned road meets required standards.
Manajemen Risiko Keselamatan dan Kesehatan Kerja (K3) pada Area Pit Puncak Jaya di CV. Tekad Jaya Site Jorong Bulakan Nagari Tanjung Gadang Kecamatan Lareh Sago Halaban, Provinsi Sumatera Barat Muhammad Yazi'd; Fadhilah Fadhilah; Heri Prabowo; Yoszi Mingsi Anaperta
Journals Mining Engineering : Bina Tambang Vol 9, No 2 (2024): Journals Mining Engineering: Bina Tambang
Publisher : Departemen Teknik Pertambangan FT UNP

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/bt.v9i2.129024

Abstract

CV. Tekad Jaya merupakan salah satu Badan Usaha dalam rangka Penambangan Modal Dalam Negeri (PMDN) yang bergerak dibidang pertambangan batu gamping. Dari prasurvey yang telah lakukan, CV. Tekad Jaya telah melaksanan upaya untuk pencegahan terjadinya kecelakan kerja dengan melaksanakan pekerjaan sesuai dengan SOP dan aspek K3 yang ada. Namun, masih ada beberapa kegiatan yang belum memiliki SOP, masih belum memperbaharui sesuai dengan peraturan yang ada, dan peneliti mendapati masih banyaknya pekerja yang tidak memerhatikan keselamatan dan kesehatan dalam bekerja. Penelitian ini bertujuan untuk mengidentifikasi potensi risiko berdasarkan tingkatan risiko kerja yang berkemungkinan terjadi pada area pit puncak jaya di CV. Tekad Jaya serta menganalisis dan mengkaji penerapan manajemen risiko yang dilakukan CV. Tekad Jaya.Berdasarkan analisis yang telah dilakukan Perusahaan perlu mengontrol kembali risiko yang mempunyai dampak besar pada setiap proses kegiatan mulai dari potensi bahaya yang memiliki risiko medium hingga very high dilakukan pengendalian menurut hierarki pengendalian. Manajemen risiko yang harus dikontrol ulang yaitu: Dalam kegiatan pengeboran tahapan kerja dengan risiko terpapar atau terhirup debu pengeboran mempunyai risiko tertinggi dengan nilai 15, pengendalian risiko yang dapat dilakukan yaitu administrasi control dan APD. Dalam kegiatan pengeboran tahapan kerja dengan risiko pekerja yang terkena batu akibat ledakan (flying rock) mempunyai risiko tertinggi dengan nilai 20. Pengendalian risiko yang dapat dilakukan yaitu: administrasi control dan APD. Dalam kegiatan loading material tahapan kerja dengan risiko unit yang rebah pada saat melewati jalan yang tidak rata mempunyai risiko tertinggi dengan nilai 12. Pengendalian risiko yang dapat dilakukan yaitu: subsitusi. Dalam kegiatan hauling material tahapan kerja dengan risiko pekerja terjatuh atau terpeleset saat pemeriksaan unit mempunyai risiko tertinggi dengan nilai 6. Pengendalian risiko yang dapat dilakukan yaitu: subsitusi.
Slope Stability Analysis of Low Wall Pit 6 at PT Sarolangun Bara Prima, Mandiangin District, Sarolangun Regency, Jambi Gary Aprio; Yoszi Mingsi Anaperta; Bambang Heriyadi; Heri Prabowo
Journals Mining Engineering : Bina Tambang Vol 9, No 2 (2024): Journals Mining Engineering: Bina Tambang
Publisher : Departemen Teknik Pertambangan FT UNP

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/bt.v9i1s.127895

Abstract

PT Sarolangun Bara Prima is a company engaged in the coal mining industry located in Mandiangin sub-district, Sarolangun district, Jambi city. PT Sarolangun Bara Prima is one of the coal mining companies that uses open mining system with open-cut method. This research focuses on the Low Wall pit 6 slope of PT Sarolangun Bara Prima. from the results of field observations, the authors found water seepage and avalanches on the walls of the Low Wall pit 6 slope. The high rainfall at PT Sarolangun Bara Prima causes a decrease in the cohesion value and the value of the inner shear angle in the slope constituent material. The method used in analyzing the stability of the Low Wall Pit 6 slope is the Morgenstern-Price method which is run into slide 6.0 software. The analysis was carried out based on the actual slope section data in August 2023. from the results of the analysis of the stability of the Low Wall Pit 6 slope obtained a safety factor (FK) with a saturated state of 1.089 From the results of the analysis obtained, it explains that the Low Wall Pit 6 slope is in a keritis state. For this reason, the authors made modifications to the actual slope geometry to get FK ≥ 1.3 or the slope is said to be safe. The results of the modification of the geometry of the Low Wall pit 6 slope obtained FK value for saturated conditions is 1.30.
Slope Stability Analysis for Mine Slope Design Optimization Planning at Pit Middle of PT Banjarsari Pribumi Open Pit Mine, Merapi Timur, Lahat, South Sumatera Dendi Fermon Dika; Yoszi Mingsi Anaperta
Journals Mining Engineering : Bina Tambang Vol 9, No 1 (2024): Journals Mining Engineering: Bina Tambang
Publisher : Departemen Teknik Pertambangan FT UNP

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/bt.v9i1.127692

Abstract

PT Banjarsari Pribumi is a subsidiary of PT Titan Infra Energy (Titan Group) which is engaged in coal mining. The company is located in Merapi Timur, Lahat, South Sumatera. PT Banjarsari Pribumi conducts mining using the Open Pit Mining method. To determine the safety factor using the morgenstren-price method. The results of the slope stability analysis for Section A-A' obtained a saturated FK of 1.092, saturated FK Section B-B' of 1.041 saturated FK Section C-C' of 1.148. From the analysis results obtained, it is explained that the slope is in critical condition. For this reason, the authors conducted a slope dewatering simulation and a resloping + dewatering simulation on the Lowwall Pit Slope. The results of the 2 m dewatering simulation for section A-A' obtained an FK value of 1.454, for dewatering 10 m section B-B' FK value of 1.301 and for dewatering 5 m C-C' FK value of 1.301. The resloping simulation results for section A-A' obtained an FK value of 1.319. The resloping + dewatering simulation results for section B-B' obtained an FK value of 1.345 and for section C-C' of 1.369.
Co-Authors Abdullah, MT, Dr. Rijal Ade Elsa Marini Adree Octova Afdal Zikri Ahmad Abdillah Ahmat Torkis Zudri Aiv Fajri Muchtar Akbar Wahyu Pratama Aldri Frinaldi Alif Vito Palox Amali Putra Andre Gustian Andre Rahmat Saputra Andree Octova Andryan Febriadi Aprional Ifnanta Audia Multriwahyuni Azhary Rahim Bambang Heriyadi Dasman Lanin Dasri Husien Dedi Yulhendra Delvina, Mery Dendi Fermon Dika Deni Riski Ramadan Derry Trenza Maida Dicky Sevendra Dimas Agung Hermawan.HL Doli Ali Fitri doly dakhyar hutasuhut Donny Fernandez Eggi Marcelleno Eko Irwan Excell Vicky Satria Fachri Arif Facrul Rozi Ramadhan Fadhilah Fadhilah Fajri Hafiz Nurzam Fandi Aulia Syofyan Fedi Fedi Fikhrul Arsyad Fitra Rifwan Fitri Eka Yulia Fitri, Lira Zana Frisca Rinaldi Putri Gary Aprio Gerry Vernando Hadyan Arif Hagit Kristiansyah Hari Sentosa Harizona Aulia Rahman Hazqan Hari Asri Heldi Heldi, Heldi Helky Sandra Heri Permana Heri Prabowo Ichsan Achmad Setiawan Ihsanul Rifki Ilal Hamdi Ilham Sepriadi Irfand Irviandha Rafi Jordi Andika Putra Salim Khairanisa Ariya Lukman Firmansyah Maiyudi, Riko Maiyudi Micco Syaputra Muhamad Irvan Muhammad Ichsan Busra Muhammad Ikmal Muhammad Rafles Yusuf Muhammad Syukri Yusa Muhammad Yazi'd Mulya Gusman Murad Murad Nadra Mutiara Sari Nasti, Prayudi Natasha Nur Ananda Novia Afrizal Oktaviana Saputri Oktaviani Oktaviani Pakhrur Razi Pandu Poernaddie Iswara pinto prinanda Purwoko, Agus Putra, Kyrie Eleison Raimon Kopa Randi Sepniko Rembrant, Rembrant Rendi Julianto Elsa Rezki Hidayat Ridho Yovanda Ridwan Saputra Riko Maiyudi Riri Metriani Riski Adelina Pane Rizto Salia Zakri Roges Tomara Mahesa Rony, Zahara Tussoleha Rudy Anarta Sadam Husean Saldy, Tri Gamela Sari, Ceni Febi Kurnia Satria Al Rafid Satria Rija1 Selaras, Ganda Hijrah Septian Andika Putra Siska Alicia Farma Sultan Muhammad Taufik Sumarta, Fauzan Sumarya Sumarya Syafri, Rifki Randa Syamsul Bahri TAUFAN PRAYOGI Teguh Indra Putra Tiwi Melisa Tommy Joetra Umar Fauzan Umar, Genius Wahyu Dicky Guntara Wahyu Rijal Waskito Putra Yori Amzeri Yulian, Yoga Ahmad Zabal Nur Zulni Eldo Putra