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Anwar Efendy
Universitas Muhammadiyah Mataram
Agriculture, Biological Sciences & Forestry Humanities 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 Earth & Planetary Sciences Economics, Econometrics & Finance Education Energy Engineering Environmental Science Health Professions Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Mathematics Medicine & Pharmacology Nursing Physics Public Health Social Sciences Transportation Other

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Incorporating Lightweight Brick Waste as a Filler Alternative in Asphalt Concrete Wearing Course (AC-WC) Mixtures Aulia Muttaqin; Nura Safitri; Anwar Efendy; Titik Wahyuningsih
Syntax Literate Jurnal Ilmiah Indonesia
Publisher : Syntax Corporation

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36418/syntax-literate.v11i5.64426

Abstract

In Indonesia, many infrastructure development projects are underway, particularly in the transportation sector, including roads and bridges. Road construction typically uses a variety of materials, with asphalt functioning as the binder, while pavement layers often rely on non-renewable resources. This study investigated the effect of incorporating lightweight brick as filler on the properties of AC-WC mixtures. Test specimens were prepared using an Optimum Asphalt Content (OAC) of 6% and varying proportions of cement (S) and lightweight brick (BR) as fillers: 1% S: 0% BR, 0.25% S: 0.75% BR, 0.50% S: 0.50% BR, 0.75% S: 0.25% BR, and 0% S: 1% BR. The Marshall test was conducted to evaluate key parameters, including flow, stability, Marshall Quotient (MQ), Voids in Mix (VIM), Voids Filled with Asphalt (VFA), and Voids in Mineral Aggregate (VMA). The results indicated that the highest stability was achieved in the first variation (1% S: 0% BR) at 1,315 kg, whereas the lowest stability occurred in the fifth variation (0% S: 1% BR) at 1,191 kg. Flow values for all mixtures met specification requirements, ranging from 2 mm to 4 mm. VIM values were within the standard range of 3%–5%. The highest VMA was observed in the fifth variation (18.73%), while the lowest was in the first variation (17.83%). All mixtures also met the minimum VFA specification of 65%. These findings demonstrate that lightweight brick waste can be used as a filler in AC-WC mixtures without compromising the mixture’s quality, making it a viable and sustainable alternative in asphalt concrete production.
Penguatan perilaku berkendara aman melalui edukasi rambu lalu lintas dan marka jalan pada DKM Karang Taruna Desa Perampuan Kecamatan Labuapi Anwar Efendy; Adryan Fitrayudha; Ahmad Zarkasi; Aulia Muttaqin; Titik Wahyuningsih; M Khalis Ilmi; Ari R Hidayat; Nurul Hidayati; Erni Yustissiani; Elsa Juniastasya
SELAPARANG: Jurnal Pengabdian Masyarakat Berkemajuan Vol 10, No 3 (2026): June
Publisher : Universitas Muhammadiyah Mataram

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31764/jpmb.v10i3.39069

Abstract

AbstrakKegiatan pengabdian kepada masyarakat ini dilaksanakan sebagai upaya meningkatkan pemahaman dan perilaku berkendara aman pada kelompok pemuda desa melalui edukasi keselamatan lalu lintas berbasis rambu lalu lintas dan marka jalan. Latar belakang kegiatan didasarkan pada masih rendahnya literasi keselamatan berkendara pada pengguna jalan usia muda yang aktif menggunakan kendaraan bermotor, khususnya di lingkungan perdesaan. Kegiatan bertujuan meningkatkan pemahaman anggota DKM Karang Taruna Desa Perampuan, Kecamatan Labuapi terhadap fungsi rambu lalu lintas, marka jalan, dan prinsip perilaku berkendara aman. Mitra sasaran kegiatan adalah 15 anggota aktif Karang Taruna yang terlibat dalam kegiatan sosial masyarakat desa. Metode pelaksanaan menggunakan pendekatan sosialisasi edukatif partisipatif melalui ceramah interaktif, diskusi, simulasi visual, observasi lapangan, serta evaluasi pre-test dan post-test. Hasil kegiatan menunjukkan adanya peningkatan pengetahuan peserta, dengan nilai rata-rata pre-test sebesar 47,3 meningkat menjadi 87,14 pada post-test atau mengalami peningkatan sebesar 39,81 poin. Secara kualitatif, peserta menunjukkan peningkatan kesadaran terhadap pentingnya kepatuhan terhadap rambu lalu lintas dan marka jalan dalam aktivitas berkendara sehari-hari. Kegiatan ini menunjukkan bahwa edukasi keselamatan lalu lintas berbasis komunitas efektif diterapkan sebagai model penguatan perilaku berkendara aman di wilayah perdesaan. Kata kunci: perilaku berkendara aman; rambu lalu lintas; marka jalan; karang taruna. AbstractThis community service activity was conducted to improve safe riding understanding and behavior among rural youth through traffic safety education based on traffic signs and road markings. The activity was initiated due to the low level of road safety literacy among young road users who actively use motor vehicles, particularly in rural areas. The program aimed to improve the understanding of members of DKM Karang Taruna in Perampuan Village, Labuapi District, regarding the function of traffic signs, road markings, and safe riding principles. The target participants consisted of 15 active youth members involved in village social activities. The implementation method applied a participatory educational approach through interactive lectures, discussions, visual simulations, field observation, and pre-test and post-test evaluation. The results showed a significant increase in participant knowledge, with the average pre-test score rising from 47.3 to 87.14 in the post-test, indicating an increase of 39.81 points. Qualitatively, participants demonstrated improved awareness of the importance of complying with traffic signs and road markings in daily riding activities. This activity indicates that community-based traffic safety education is effective as a model for strengthening safe riding behavior in rural areas. Keywords: safe riding behavior; traffic signs; road markings; youth community.
Peningkatan literasi kimia lingkungan melalui edukasi paparan debu mineral pada pekerja tambang batuan Erni Yustissiani; Alpiana Alpiana; Hady Rasikhun; Bedy Fara Aga Matrani; Arif Wijaya; Ariyanto Ariyanto; Erwin Rangga Fitriawa; M Fathin Firaz; Nurul Hidayati; Anwar Efendy; Ringgi Puteri Samengasbumi; Rugaya Rugaya
SELAPARANG: Jurnal Pengabdian Masyarakat Berkemajuan Vol 10, No 3 (2026): June
Publisher : Universitas Muhammadiyah Mataram

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31764/jpmb.v10i3.40225

Abstract

Abstrak Kegiatan pengabdian kepada masyarakat ini bertujuan untuk meningkatkan literasi kimia lingkungan pada pekerja tambang batuan terkait bahaya paparan debu mineral. Kegiatan dilaksanakan di Desa Perampuan dengan melibatkan 17 peserta yang dipilih secara purposive berdasarkan tingkat keterlibatan dalam aktivitas penambangan. Metode yang digunakan adalah pendekatan partisipatif berbasis edukasi kontekstual melalui tahapan persiapan, implementasi, dan evaluasi. Kegiatan edukasi dilakukan melalui penyuluhan interaktif dan diskusi partisipatif yang disertai dengan arahan penggunaan masker sebagai upaya sederhana dalam mengurangi paparan debu. Evaluasi dilakukan menggunakan desain one-group pre-test post-test dan dianalisis menggunakan indeks N-Gain. Hasil menunjukkan adanya peningkatan skor rata-rata peserta dari pre-test ke post-test dengan nilai N-Gain sebesar 0,65 yang termasuk kategori sedang. Secara kualitatif, peserta menunjukkan peningkatan pemahaman dan kesadaran terhadap bahaya debu mineral serta pentingnya penggunaan masker saat bekerja. Dengan demikian, kegiatan edukasi yang dilakukan terbukti efektif dalam meningkatkan literasi kimia lingkungan dan mendorong perubahan perilaku menuju praktik kerja yang lebih aman. Kata kunci: literasi kimia lingkungan; debu mineral; N-Gain; edukasi kontekstual. Abstract This community service activity aimed to improve environmental chemistry literacy among stone mining workers regarding the hazards of mineral dust exposure. The activity was conducted in Perampuan Village involving 17 participants selected purposively based on their involvement in mining activities. The method used was a participatory approach based on contextual education through preparation, implementation, and evaluation stages. Educational activities were carried out through interactive lectures and participatory discussions accompanied by guidance on mask usage as a simple measure to reduce dust exposure. Evaluation was conducted using a one-group pre-test post-test design and analyzed using the N-Gain index. The results showed an increase in participants’ average scores from pre-test to post-test with an N-Gain value of 0.65, categorized as moderate. Qualitatively, participants demonstrated improved understanding and awareness of mineral dust hazards and the importance of wearing masks during work. Therefore, the educational activity was effective in improving environmental chemistry literacy and encouraging safer work practices. Keywords: environmental chemistry literacy; mineral dust; N-Gain; contextual education. 
Analisis Kerusakan Jalan dan Prioritas Pemeliharaan Menggunakan SDI Berbasis GIS pada Ruas Padamara–Paok Motong Lombok Timur Syarif Hidayatulloh; Anwar Efendy; Adiman Fariyadin; Muhammad Khalis Ilmi
JOURNAL OF CIVIL ENGINEERING BUILDING AND TRANSPORTATION Vol. 10 No. 1 (2026): JCEBT MARET
Publisher : Universitas Medan Area

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31289/jcebt.v10i1.18706

Abstract

Infrastruktur jalan memiliki peran penting dalam mendukung mobilitas dan pertumbuhan ekonomi, namun kondisi perkerasan jalan sering mengalami penurunan akibat beban lalu lintas yang terus meningkat. Penelitian ini bertujuan untuk menganalisis kondisi kerusakan jalan pada ruas Padamara–Paok Motong serta menentukan prioritas penanganan berbasis Surface Distress Index (SDI) yang diintegrasikan dengan Geographic Information System (GIS). Metode penelitian menggunakan pendekatan kuantitatif deskriptif melalui survei visual kerusakan jalan yang meliputi retak, lubang, dan deformasi permukaan. Data dianalisis menggunakan metode SDI untuk mengklasifikasikan kondisi jalan menjadi baik, sedang, rusak ringan, dan rusak berat, kemudian dipetakan secara spasial menggunakan ArcGIS. Hasil penelitian menunjukkan bahwa kondisi jalan didominasi oleh kategori sedang hingga rusak berat dengan sebaran yang tidak merata di sepanjang ruas jalan. Integrasi SDI dan GIS menghasilkan peta kondisi jalan yang mampu mengidentifikasi segmen prioritas penanganan secara lebih jelas dan sistematis. Kesimpulan penelitian menunjukkan bahwa metode SDI efektif dalam menilai tingkat kerusakan jalan, sedangkan GIS meningkatkan kemampuan visualisasi spasial untuk mendukung pengambilan keputusan. Rekomendasi penelitian ini adalah perlunya penerapan sistem pemeliharaan berbasis data spasial secara berkelanjutan. Implikasinya, hasil penelitian dapat digunakan oleh instansi terkait sebagai dasar perencanaan pemeliharaan jalan yang lebih efisien, terarah, dan berbasis kondisi aktual di lapangan.
Analisis Durabilitas Campuran Aspal AC-BC Menggunakan Aditif Limbah uPVC Terhadap Pengaruh Rendaman Air Gita Mandalaksana; Anwar Efendy; Adiman Fariyadin; Ahmad Zarkasi
JOURNAL OF CIVIL ENGINEERING BUILDING AND TRANSPORTATION Vol. 10 No. 1 (2026): JCEBT MARET
Publisher : Universitas Medan Area

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31289/jcebt.v10i1.18707

Abstract

Konstruksi perkerasan jalan Asphalt Concrete–Binder Course (AC-BC) berperan penting dalam infrastruktur transportasi, namun masih mengalami kerusakan dini akibat beban lalu lintas, kondisi iklim, dan penetrasi air yang melemahkan ikatan aspal–agregat. Penelitian ini bertujuan menganalisis durabilitas campuran AC-BC dengan penambahan limbah uPVC sebagai aditif terhadap variasi waktu perendaman air. Kadar uPVC yang digunakan sebesar 6% dengan KAO 5,15% berdasarkan penelitian (Anjani, 2025) yang menunjukkan kinerja optimum campuran. Metode penelitian dilakukan secara eksperimen laboratorium menggunakan 15 benda uji yang dibagi dalam lima variasi waktu perendaman, yaitu 1, 2, 4, 24, dan 48 jam, masing-masing tiga benda uji. Pengujian Marshall digunakan untuk memperoleh nilai stabilitas, flow, Marshall Quotient (MQ), serta karakteristik volumetrik (VIM, VMA, VFB). Hasil menunjukkan peningkatan waktu perendaman menurunkan stabilitas dari 1473 kg menjadi 1041 kg, MQ dari 342,6 kg/mm menjadi 226,3 kg/mm, serta durabilitas dari 96,74% menjadi 68,36%. Sebaliknya, nilai flow meningkat dari 4,30 mm menjadi 4,60 mm akibat melemahnya ikatan aspal–agregat. Parameter volumetrik relatif stabil dan masih memenuhi spesifikasi. Dapat disimpulkan bahwa uPVC 6% memberikan ketahanan awal yang baik terhadap air, namun menurun seiring waktu perendaman sehingga durabilitas jangka panjang tidak memenuhi batas minimum. Penelitian ini menunjukkan potensi uPVC sebagai aditif ramah lingkungan.
Pengaruh Muatan Berlebih (Overloading) Kendaraan Berat terhadap Umur Rencana Jalan pada Ruas Jalan Kopang – Masbagik Siti Nilza Humaerok; Anwar Efendy; Nurul Hidayati
Jurnal Talenta Sipil Vol 9, No 1 (2026): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i1.1157

Abstract

Roads are basic infrastructure facilities needed by humans to move from one location to another in order to fulfill their needs. Essentially, the structural quality of roads will deteriorate as the road ages, especially if they are used by vehicles with heavy loads that tend to exceed the regulations. The Kopang–Masbagik road section in West Nusa Tenggara Province is a national road with heavy traffic and a predominance of heavy vehicles. This condition causes an increase in traffic load, mainly due to overloading, which can accelerate pavement damage and reduce the planned road life. This study aims to analyze the effect of heavy vehicle overloading on the planned road life using the 2024 Bina Marga method with the Cumulative Equivalent Single Axle Load (CESAL) approach. The data used includes Average Daily Traffic (ADT) from BPJN West Nusa Tenggara and vehicle weighing data from UPPKB Bertais. The analysis results show that under normal conditions, the cumulative CESAL value over a 10-year design life is 84,338,823 ESA, with the final Remaining Life (RL) reaching 0%, consistent with the design life. However, under overload conditions, the cumulative CESAL value increases dramatically to 250.658.619 ESA. The impact of overloading causes a reduction in the planned lifespan; based on calculations carried out, there is a decrease in the planned lifespan of 0.552 years from the planned lifespan of 10 years.
Pengaruh Penggunaan Minyak Goreng Bekas pada Campuran Asphalt AC-BC Khaerun Nizam; Anwar Efendy; Aulia Muttaqin; Isfanari Isfanari; Adiman Fariyadin
Jurnal Talenta Sipil Vol 9, No 2 (2026): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i2.1408

Abstract

This study was conducted to investigate the effect of using waste cooking oil as a partial substitute for asphalt on the Marshall characteristics of Asphalt Concrete – Binder Course (AC-BC) mixtures. The research employed an experimental laboratory method using the Marshall test in accordance with the 2018 General Specifications of Bina Marga. The variations of waste cooking oil used were 1.5%, 2.0%, 2.5%, 3.0%, and 3.5% by weight of asphalt, with an optimum asphalt content of 5.3%. The parameters analyzed included Void in Mix (VIM), Void in Mineral Aggregate (VMA), Voids Filled with Bitumen (VFB), stability, and flow. The results showed that waste cooking oil contents ranging from 1.5% to 3.0% satisfied the requirements of the 2018 Bina Marga Specifications, while the 3.5% variation failed to meet the flow requirement, producing a value of 4.20 mm, which exceeded the specified limit of 2–4 mm. The VIM values ranged from 3.51% to 3.76%, the VMA values ranged from 14.26% to 14.48%, and the VFB values ranged from 74.19% to 75.38%. The highest stability value was obtained at a waste cooking oil content of 1.5%, reaching 1412 kg. Meanwhile, the flow values tended to increase with increasing waste cooking oil content, indicating that the mixture became more flexible due to the reduction in asphalt stiffness. Based on the test results, the most suitable waste cooking oil content was found to be within the range of 1.5%–3.0%, as all Marshall parameters remained within the specified limits. The 3.5% variation is not recommended because its flow value of 4.20 mm exceeded the maximum allowable specification. Furthermore, the utilization of waste cooking oil has the potential to serve as a cost-effective and environmentally friendly alternative material in road pavement construction.
Pemanfaatan Limbah UPVC Sebagai Bahan Aditif pada CPHMA (Cold Paving Hot Mix Asbuton) Ahnaf Saputra; Anwar Efendy; Nurul Hidayati; Adryan Fitrayudha; Adiman Fariyadin
Jurnal Talenta Sipil Vol 9, No 1 (2026): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i1.1190

Abstract

Advances in road technology have encouraged efforts to improve the quality of environmentally friendly and sustainable pavement materials. One potential local material is Asbuton (Buton Asphalt), which is used in Cold Paving Hot Mix Asbuton (CPHMA) products. However, the application of CPHMA is still limited due to its relatively low stability value. This study aims to analyze the effect of adding Unplasticized Polyvinyl Chloride (UPVC) waste on the characteristics of the CPHMA mixture and determine the optimum content that can improve its performance. The research method used was an experimental method with testing at the NTB Provincial DPU-PR Testing Center. The variation in UPVC waste addition was 0%, 1%, 2%, 3%, 4%, and 5% of the weight of asphalt, using the wet process mixing method. The tests included Marshall stability, flow, Void In Mixture (VIM), Void In Mineral Aggregate (VMA), and Void Filled with Bitumen (VFB) tests, referring to the 2018 Revised General Specifications for Highways. The results showed that adding 1% UPVC waste produced the highest stability value of 968 kg with flow and volumetric parameters that still met the standards. Adding more than 2% caused a decrease in stability due to increased air voids and decreased mixture homogeneity. Based on these results, the optimum level of UPVC waste in the CPHMA mixture was found to be 1%, which provided the best balance between the stability and durability of the mixture. This study indicates that the use of UPVC waste has the potential to improve the performance of CPHMA while supporting sustainable plastic waste management.
Pengaruh Limbah Bata Ringan dan Fly Ash Sebagai Filler terhadap Karakteristik Uji Marshal Asphalt AC-WC Hairul Izwan; Anwar Efendy; Aulia Muttaqin; Hafiz Hamdani
Jurnal Talenta Sipil Vol 9, No 1 (2026): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i1.1247

Abstract

The need for road infrastructure development in Indonesia continues to increase, so a more optimal, sustainable and environmentally friendly asphalt mixture is needed. In the AC-WC wear layer which functions to receive traffic loads directly, the type of filler plays an important role in determining the stability, durability and long-term performance of the pavement. The limited availability of conventional fillers such as Portland cement and stone ash encourages the use of industrial waste materials as alternatives, including fly ash and light brick waste which have mineral characteristics and grain sizes that are suitable for fillers. This research aims to analyze the effect of variations in the composition of lightweight brick filler and fly ash on the Marshall parameters of AC-WC mixtures, including stability, flow and volumetric characteristics such as VIM, VMA and VFA. Tests were carried out experimentally in the laboratory using the Marshall method based on SNI, with three variations in filler ratios of 0.25%–0.75%, 0.50%–0.50%, and 0.75%–0.25% at an optimum asphalt content of 6%, as well as a total of 24 test objects. The results show that all formulations meet the 2018 Bina Marga standards, with VIM values of 4.46%, 4.52% and 4.73% respectively. VMA is 18.08%, 18.32% and 18.65%. As well as VFA 75.36%, 75.3% and 74.62%. The stability obtained respectively was 1311 kg, 1296 kg, and 1278 kg, while the flow values were 3.4 mm, 3.23 mm, and 3.38 mm. The combination of 0.25% lightweight brick and 0.75% fly ash provides the highest stability value. Overall, the use of light brick waste and fly ash is able to improve the performance of Marshall characteristics, meet technical requirements, and has great potential as a more economical and environmentally friendly alternative filler in AC-WC mixtures.
Analisis Kekuatan Campuran Aspal Panas (AC-BC) dengan Variasi Kadar Limbah Plastik Multilayer Melalui Pengujian Marshall Rizki Ridho Sanggara; Anwar Efendy; Nurul Hidayati
Jurnal Talenta Sipil Vol 9, No 2 (2026): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i2.1474

Abstract

The increasing volume of multilayer plastic waste, which is difficult to recycle, has encouraged the exploration of alternative applications in road construction materials. This study aimed to analyze the effect of multilayer plastic waste content on the Marshall characteristics of Asphalt Concrete–Binder Course (AC-BC) mixtures and to determine the optimum plastic content that provides the best mixture performance. An experimental laboratory method was employed using the Marshall test on AC-BC mixtures with an optimum asphalt content (OAC) of 5,15% and multilayer plastic waste contents of 3%, 4%, 5%, 6%, and 7% by asphalt weight. The evaluated parameters included stability, flow, Void in Mix (VIM), Void in Mineral Aggregate (VMA), Void Filled with Bitumen (VFB), and Marshall Quotient (MQ). The results indicated that all multilayer plastic variations produced stability values ranging from 1076 to 1262 kg, flow values from 3.10 to 3.53 mm, and Marshall Quotient values from 309 to 386 kg/mm, all of which satisfied the 2018 Bina Marga General Specifications. The VMA values ranged from 16.57% to 17.57%, while VFB values ranged from 67.43% to 72.39%. The VIM values ranged from 4.57% to 5.72%, with the 5%, 6%, and 7% mixtures slightly exceeding the maximum specification limit. The 4% multilayer plastic content exhibited the best performance, producing the highest stability value of 1262 kg while satisfying all Marshall parameters. These findings demonstrate that multilayer plastic waste has strong potential as an alternative additive in AC-BC mixtures to improve pavement performance while supporting sustainable plastic waste management.
Co-Authors -, Ibrahim - -, Mintasrihardi - Abda Abda Abdi Nugroho Addinuri Addinuri Adiman Fariyadin Adiman Fariyadin Adiman Fariyadin Adryan Fitrayudha Agus Herianto Agustini Ernawati Ahmad Zarkasi Ahmad Zarkasi Ahmad Zarkasi Ahmad Zarkasi Ahnaf Saputra Ahyudanari, Ervina Akhmad Syafruddin Alpiana Alpiana Alpiana, Alpiana Amaelisa, Viara Amandari, Ringka Ninis Amelia, Dinda Risky Apriansyah, Safari Ari R Hidayat Ari R. Hidayat Ari Ramadhan Hidayat Ari Ramadhan Hidayat Arif Wijaya Arif Wijaya Ariyanto Ariyanto Assuhaeli, L.M. Dian Aulia Muttaqin Aulia Muttaqin Aulia Muttaqin Aulia Muttaqin Azhari, M. Ari Azizah, Asma Burhanuddin Burhanuddin Chairil Anhar Cholid Zulfikan, Aan Dea Ananda Putri Dimas Adin Fajar Nugroho Elsa Juniastasya Erni Yustissiani Erwin Rangga Fitriawa Fariyadin, M. Ruslin Anwar, Indradi Wijatmiko, Adiman Feri Irawan Fikri, M. Ali Fina Afrilia Cahyaning Fitrayuda, Adryan Fitriawa, Erwin Rangga Fitriawan, Erwin Rangga Gita Mandalaksana Hady Rasikhun Haerul Bahri Hafiz Hamdani Hafiz Hamdani Hairul Izwan Hamdani, Hafiz Haryadi, Febrian Ekasapta Heni Pujiastuti Hidayat, Ari Ramadhan Idham Ifan Adi Saputra Intan Novianti Irma Setiawan, Irma Isfanari Isfanari Isfanari Isfanari Isfanari Isfanari Isfanari Isfanari Joni Safaat Adiansyah Junaidi A.M Kamaluddin Kamaluddin Karnovati, Imam Khaerun Nizam Khendy Marsa Duta Pratama Lalu Lunk Ryanata M Fathin Firaz M Khalis Ilmi M. Khalis Ilmi M. Saleh M. Sidik M. Sobry Mahsup Mahsup Maolida Uci Handayani Mas,ad, Mas,ad Matrani, Bedy Fara Aga Maya S. Pascanawati Muhammad Ali Muhammad Deni Kurniawan Muhammad Islamy Rusyda Muhammad Khalis Ilmi Muhammad Khalis Ilmi Muhammad Khalis Ilmi Muhammad Salahuddin Muhammad Saleh Murtadinata, Agista Novianti, Intan Nura Safitri Nurul Hidayati Nurul Hidayati Nurul Hidayati Nurul Hidayati Oktaviana, Putri Amalia Partono, Agus Pascanawati, Maya Saridewi Pratama, Dika Pratama, Khendy Marsa Duta Rahatabuana, Lalu Wikhu Rajabi Mubarak Ringgi P. Samengasbumi Ringgi Puteri Samengasbumi Rio Handika Ritiya Ariyani Rizki Ridho Sanggara Rugaya Rugaya Rukandani, Baiq Aisya Astika Rukayah Rukayah Salwa Silviana Santika, Yuliana Saputri, Lulu Kartika Sasmito Sasmito Sasmito, Sasmito Savana P. Balqis Semengasbumi, Ringgi Puteri Silmi, Hayatus Sintayana Muhardini Siswahyudianto Siti Hasanah Siti Nilza Humaerok Sofyan Dayudinata Sri Rejeki Suryawan, Aldi Suwahip Suwahip Swahip Swahip Swahip Syaiful Alam Syarif Hidayatulloh Titik Wahyungingsih Titik Wahyuningsih Toyyib, Mukhtar Ubaidillah, Aji Syailendra Wahyudi, Mudji winarti, dwi Yudiarta, Eka