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All Journal Jurnal Konstruksia Jurnal Teknik Sipil AGREGAT JOURNAL OF CIVIL ENGINEERING, BUILDING AND TRANSPORTATION SELAPARANG: Jurnal Pengabdian Masyarakat Berkemajuan Reka Buana : Jurnal Ilmiah Teknik Sipil dan Teknik Kimia axial : jurnal rekayasa dan manajemen konstruksi Portal: Jurnal Teknik Sipil Jurnal Pembelajaran Pemberdayaan Masyarakat (JP2M) Community Development Journal: Jurnal Pengabdian Masyarakat Spektrum Sipil Journal La Multiapp Interdisciplinary Social Studies Rengganis Jurnal Pengabdian Masyarakat Jurnal Talenta Sipil Jurnal Konstruksi Prosiding Seminar Nasional Teknik Sipil UMS Ocean Engineering: Jurnal Ilmu Teknik dan Teknologi Maritim Innovative: Journal Of Social Science Research Jurnal Rekayasa Infrastruktur Hexagon
Adryan Fitrayudha
Universitas Muhammadiyah Mataram
Aerospace Engineering Agriculture, Biological Sciences & Forestry Humanities Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Economics, Econometrics & Finance Education Engineering Environmental Science Health Professions Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Mathematics Mechanical Engineering Medicine & Pharmacology Nursing Public Health Social Sciences Transportation Other

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ANALISIS SISA UMUR LAYAN JALAN DARUL HIKMAH LOMBOK BARAT TERHADAP PERTUMBUHAN LALU LINTAS Suryawan, Aldi; Efendy, Anwar; Fariyadin, Adiman; Fitrayudha, Adryan
axial : jurnal rekayasa dan manajemen konstruksi Volume 13, Nomor 3, Desember Tahun 2025
Publisher : Universitas Wijaya Kusuma Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30742/axial.v13i3.5020

Abstract

Pertumbuhan volume lalu lintas pada ruas jalan Darul Hikmah, Terong Tawah kecamatan Labuapi, kabupaten Lombok Barat, Nusa Tenggara Barat memberikan dampak terhadap umur rencana dan kondisi jalan. Penelitian ini bertujuan untuk mengetahui sisa umur layanan jalan akibat adanya pertumbuhan lalu lintas. Data LHR di dapat dari pengamatan di lapangan dan umur rencana di dapat dari dinas pekerjaan umum dan penataan ruang kabupaten Lombok Barat. Penelitian ini menggunakan metode bina marga 2024, yang di dapat dari jumlah volume tiap golongan kendaraan yang memiliki daya rusak tergolong tinggi terhadap jalan dan nilai Cumulative Equivalent Single Axle Load(CESAL) kendaraan dalam keadaan normal(sesuai standar)dan faktual(overload),perhitungan CESAL pada tahun ke-n dilakukan dengan menggunakan pendekatan proporsional kuadratik terhadap waktu. Berdasarkan hasil analisis penurunan umur rencana jalan Darul Hikmah, Terong Tawah, kecamatan Labuapi, kabupaten Lombok Barat, Nusa Tenggara Barat, nilaipertimbuhan lalu lintasyaitu 3,50%dengan mengalikan LHRT,dengan nilai VDF pada wilayah Nusa Tenggara Baratkondisi normal dan faktual, karenahanya ada kendaraandengan golongan 5B, 6A, dan 6B yang memiliki faktor daya rusak maka yang di hitung hanya tiga golongan tersebut,nilaiDL di ambil 100% dan DD di ambil 0,5 karena mempunyai dua arah satu lajur,CESAL pada tahun akhir kondisi normal yaitu 70906 ESA sudah tercapai pada tahun ke-6 dengan nilai CESAL faktual 72525 ESA, porsentase sisa umur rencana pada kondisi faktual untuk periode 2026-2035 masa layan tidak sampai 10 tahun, masa layan mengalami penurunan umur antaran tahun 2030 sampai tahun 2031, di peroleh pengurangan umur rencana sebesar 45% atau 4,5tahun, dapat di artikan umur rencana berakhir pada tahun 2031 bulan ke-6 sejak jalan di bukahal ini di sebabkan oleh volume lalu lintas yang sangat tinggi sehingga biaya pemeliharaan akan sangat tinggi atau sampai kepada rekostruksi dini pada ruas jalan tersebut.
ANALISIS KARAKTERISTIK LALU LINTAS DAN TINGKAT PELAYANAN JALAN SRIWIJAYA MATARAM Alam, Syaiful; Efendy, Anwar; Fariyadin, Adiman; Fitrayudha, Adryan
axial : jurnal rekayasa dan manajemen konstruksi Volume 13, Nomor 3, Desember Tahun 2025
Publisher : Universitas Wijaya Kusuma Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30742/axial.v13i3.5034

Abstract

Perkembangan ekonomi memicu penigkatan volume lalu lintas yang masif di Jalan Sriwijaya Mataram. Peningkatan ini tidak diimbangi dengan kapasitas jalan yang memadai dan diperburuk oleh hambatan samping seperti parkir liar yang pada akhirnya berpotensi menimbulkan kemacetan dan menyababkan kerugian produktivitas. Penelitian ini bertujuan menganalisis karakteristik geometrik dan lalu lintas serta menentukan Tingkat Pelayanan Jalan (Level of Service/LoS) ruas Jalan Sriwijaya saat jam sibuk, sesuai dengan acuan terkini Pedoman Kapasitas Jalan Indonesia (PKJI 2023). Metode yang digunakan adalah survei kuantitatif sistematis di lapangan untuk mengumpulkan data primer seperti volume lalu lintas, geometrik dan hambatan samping pada hari-hari sibuk Senin, Rabu, Minggu dan dianalisis menggunakan persamaan PKJI 2023. Hasil menunjukan bahwa Jalan Sriwijaya Mataram Tipe 4/2-T memiliki kapasitas 2998,8 smp/jam dan kecepatan arus bebas 56,162 km/jam. Volume puncak terjadi pada hari Senin pukul 17:00-18:00 sebesar 1326,4 smp/jam. Analisis kinerja menghasilkan nilai Derajat Kejenuhan (DJ) tertinggi 0,44. Berdasarkan nilai DJ, LoS jalan Sriwijaya Mataram berada pada Tingkat B. Kondisi ini menunjukkan arus lalu lintas masih stabil namun sudah mulai dibatasi oleh volume, seingga perlu upaya manajemen. Rekomendasi yang diajukan adalah pengaturan parkir, optimasi marka dan pemanfaatan teknologi lalu lintas untuk menjaga efisiensi operasional jalan
Sosialisasi keselamatan lalu lintas di Desa Lembar Selatan Kabupaten Lombok Barat Anwar Efendy; Adryan Fitrayudha; Ahmad Zarkasi; Aulia Muttaqin; Adiman Fariyadin; Titik Wahyuningsih; Isfanari Isfanari; Hafiz Hamdani; Heni Pujiastuti; Erni Yustissiani; Muhammad Deni Kurniawan
SELAPARANG: Jurnal Pengabdian Masyarakat Berkemajuan Vol 9, No 3 (2025): May
Publisher : Universitas Muhammadiyah Mataram

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31764/jpmb.v%vi%i.31836

Abstract

AbstrakPermasalahan lalu lintas merupakan salah satu konsekuensi dari rendahnya kesadaran pengguna jalan dalam menaati aturan yang berlaku. Untuk itu, pentingnya dilaksanakan kegiatan sosialisasi kepada masyarakat sebagai bentuk pengendalian non-fisik, dengan tujuan untuk meningkatkan kesadaran dan pemahaman masyarakat mengenai keselamatan berlalu lintas secara menyeluruh. Pelaksanaan kegiatan ini dilakukan pada Senin tanggal 26 Mei 2025 di Aula Kantor Desa Lembar Selatan dan dihadiri oleh 32 orang peserta, terdiri dari perangkat desa, kepala dusun dan perwakilan karang taruna yang ada di Desa Lembar Selatan yang juga bertindak sebagai mitra kegiatan ini. Metode pelaksanaan kegiatan ini terdiri dari empat tahapan yaitu tahap persiapan, tahap sosialisasi, tahap diskusi, serta tahap evaluasi dan monitoring. Kegiatan sosialisasi ini telah terlaksana dengan baik dan mendapat tanggapan positif dari peserta. Materi yang disampaikan dinilai bermanfaat, informatif, dan mampu meningkatkan kesadaran akan pentingnya mematuhi peraturan lalu lintas demi keselamatan diri sendiri maupun orang lain. Kata kunci: lalu lintas; sosialisasi; keselamatan. AbstractTraffic problems are one of the consequences of low awareness of road users in obeying applicable regulations. For this reason, it is important to carry out socialization activities to the community as a form of non-physical control, with the aim of increasing public awareness and understanding of traffic safety as a whole. The implementation of this activity was carried out on Monday, May 26, 2025 at the Lembar Selatan Village Office Hall and was attended by 32 participants, consisting of village officials, hamlet heads and representatives of youth organizations in Lembar Selatan Village who also acted as partners in this activity. The method of implementing this activity consists of four stages, namely the preparation stage, the socialization stage, the discussion stage, and the evaluation and monitoring stage. This socialization activity has been carried out well and received a positive response from the participants. The material presented was considered useful, informative, and able to increase awareness of the importance of obeying traffic regulations for the safety of oneself and others. Keywords: traffic; socialization; safety.
Evaluasi Kapasitas dan Kinerja Lalu Lintas Simpang Berdasarkan Pedoman Kapasitas Jalan Indonesia 2023 Haerul Bahri; Anwar Efendy; Titik Wahyuningsih; Adryan Fitrayudha
Jurnal Konstruksi Vol 24 No 1 (2026): Jurnal Konstruksi
Publisher : Institut Teknologi Garut

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33364/konstruksi/v.24-1.3362

Abstract

This study aims to analyze traffic performance at the unsignalized UMMAT intersection in Mataram City based on the 2023 Indonesian Road Capacity Guidelines (PKJI). Primary data was obtained through a field survey covering traffic volume, intersection geometric conditions, and road environment characteristics during peak hours, and was then analyzed using the intersection capacity (C), degree of saturation (DJ), and traffic delay (T) parameters. The results of the study indicate that the intersection capacity is 3,524 vehicles per hour with a peak-hour traffic flow of 2,920 vehicles per hour. A degree of saturation (DJ) value of 0.83 indicates that the intersection is approaching saturation, characterized by increased vehicle interactions and limited opportunities for vehicles from minor approaches to enter the intersection. An average delay of 9.97 seconds/vehicle indicates that the intersection’s performance is in a congested state but has not yet experienced significant traffic jams. This study has limitations regarding the use of traffic data, which only represents conditions during a specific observation period and does not yet consider seasonal variations and driver behavior factors in detail. Overall, the intersection is still functioning well, but traffic management efforts are needed to anticipate a decline in performance in the future.Evaluation of Intersection Traffic Capacity and Performance Based on the 2023 Indonesian Road Capacity Guidelines
Analisis Kinerja Simpang Tak Bersinyal Akibat Penerapan Sistem Jalan Satu Arah Menggunakan PKJI 2023 dan Simulasi PTV VISSIM Sofyan Dayudinata; Anwar Efendy; Adryan Fitrayudha; Isfanari
Jurnal Konstruksi Vol 24 No 1 (2026): Jurnal Konstruksi
Publisher : Institut Teknologi Garut

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33364/konstruksi/v.24-1.3422

Abstract

The UMMAT Intersection along the Merdeka–Pagesangan corridor has experienced increasing traffic congestion due to high vehicle volumes and intense surrounding area activities. This study aims to evaluate the performance of the unsignalized intersection under existing conditions and to analyze the impact of implementing a traffic engineering strategy in the form of a one-way road system. The methods used in this study were the Indonesian Highway Capacity Guidelines (PKJI) 2023 and microscopic simulation using PTV VISSIM software. Data were collected through traffic volume surveys, road geometry measurements, and side friction observations. The analysis results indicate that the existing condition operates at a performance level close to saturation. The implementation of the one-way outflow-only scenario tended to reduce intersection performance, whereas the one-way inflow-only scenario demonstrated better performance improvement. Based on the PKJI 2023 analysis, the inflow-only one-way scenario resulted in lower degrees of saturation and delays compared to the existing condition. The PTV VISSIM simulation results also showed a similar pattern, where the inflow-only one-way scenario produced lower intersection delays compared to the outflow-only scenario, although there were differences in the absolute values between the two methods. Overall, the implementation of an inflow-only one-way system on the southern approach (C) proved to be more effective in improving intersection performance through the reduction of traffic conflicts and enhancement of traffic flow orderliness. However, this study has limitations because it focuses only on a single intersection location and does not consider the impact on the overall road network. Therefore, further studies with a broader scope are recommended.
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.
Sifat Mekanik Beton dengan Substitusi Limbah Kaca dan Penambahan SikaCim Concrete Additive Restu Anggara; Hariyadi Haryadi; Adryan Fitrayudha
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.v9i2.1496

Abstract

The demand for high-strength concrete in Indonesia continues to grow, yet the exploitation of natural sand as fine aggregate poses a risk of environmental damage, creating a need for alternative materials. This study aims to analyze the effect of glass waste substitution on the mechanical properties of high-strength concrete (design f'c of 40 MPa) with SikaCim Concrete Additive. The method used was a laboratory experiment on cylindrical specimens (10×20 cm) with glass waste substitution for fine aggregate at 0%, 10%, 20%, and 30%, including slump testing, compressive strength testing (Compression Testing Machine), and splitting tensile strength testing at 7, 14, 21, and 28 days. The results showed that compressive strength decreased consistently as the substitution level increased, from 37.66 MPa (normal concrete) to 35.37 MPa (10%), 34.01 MPa (20%), and 33.67 MPa (30%), a decline of up to 10.59%. In contrast, splitting tensile strength followed a non-monotonic pattern: it dropped sharply at 10% substitution (3.56 MPa; a 20.54% decrease), then rose again at 20% (3.74 MPa) and 30% (4.30 MPa), approaching the value of normal concrete (4.48 MPa), with the highest ft/√f'c ratio occurring at 30% substitution (0.741), exceeding that of normal concrete (0.730). It is concluded that within the 0–30% substitution range, glass waste did not produce an optimum point that increased compressive strength above that of normal concrete, but at 30% it provided a relatively better balance between compressive and splitting tensile strength, indicating that the feasibility of using glass waste cannot be assessed from compressive strength alone.
Pengaruh Variasi Kadar Lumpur pada Agregat Halus dan Penambahan Aditif terhadap Kuat Tekan Beton Radiman Radiman; Hafiz Hamdani; Adryan Fitrayudha
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.v9i1.1260

Abstract

The acceleration of infrastructure development in Indonesia has increased the demand for concrete, yet the use of natural sand is often hindered by silt content exceeding the 5% standard limit. Excessive silt content inhibits the hydration process and significantly reduces concrete compressive strength. This study aims to analyze the effect of silt content variations in fine aggregates and the effectiveness of plasticizer additives on the compressive strength of concrete with a design strength of f'c = 20 MPa. The experimental research used silt content variations of 2.82%, 13.52%, 21.71%, and 30.81%. Testing included material analysis, slump tests, and compressive strength tests on 15x30 cm cylindrical specimens at 3 days, converted to 28-day estimates based on PBI 1971. The results indicated that increasing silt content caused a drastic decrease in slump values and compressive strength. At the highest silt content (30.81%) without additives, compressive strength decreased by 36.34% to only 12.73 MPa. However, adding Additon H.E at a dosage of 200 ml/sack consistently improved workability and restored concrete strength, with increases ranging from 26.47% to 35.83% compared to concrete without additives. In conclusion, plasticizer additives are proven effective as an engineering solution to optimize concrete performance even when using low-quality materials.
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.
The Influence of Base Isolator on The Reinforced Concrete Structures at Sapadia Mataram Hotel Earthquake-Induced Ahmad Zarkasi; Hariyadi Hariyadi; Nurul Hidayati; Adryan Fitrayudha; M. Heru
Reka Buana : Jurnal Ilmiah Teknik Sipil dan Teknik Kimia Vol 9, No 1 (2024): EDISI MARET 2024
Publisher : Universitas Tribhuwana Tunggadewi Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33366/rekabuana.v9i1.5562

Abstract

Ring of Fire and at the intersection of three tectonic plates. Efforts are needed to minimize earthquake damage, one of which is the use of a base isolator system. This study aims to determine the effect of using High Damping Rubber Bearing (HDRB) with a diameter of 800 mm on the behavior of reinforced concrete structures in tall buildings under seismic loads. The research location is the 7-story Sapadia Hotel building in the city of Mataram. The research is conducted by analyzing a 3D model of the fixed base structure and the base isolator structure using numerical analysis. The results show an increase in the base displacement of the base isolator structure by 59% in the x-direction and 44% in the y-direction, while the inter-story displacement decreases by 36% in the x-direction and 69% in the y-direction. The use of base isolators can reduce the shear force by 35% in the x-direction and 15% in the y-direction. Based on the pushover analysis, the roof displacement values for the fixed base and base isolator structures are 0.159 m and 0.129 m respectively. These values can be used to determine the structural performance level according to ATC-40. The maximum drift value for the fixed base structure is 0.0055 m. For the base isolator structure, the maximum drift value is 0.0044 m, categorized as Immediate Occupancy (IO). This value can be used to determine the performance level of the structure based on ATC-40. The maximum drift value of the fixed base structure is 0.0055m. While in the base isolator structure, the maximum drift value is 0.0044 m which is included in Immediate Occupancy (IO). Thus, the use of base isolators in high-level buildings is able to reduce post-earthquake damage and the building is still safe to continue using.
Co-Authors Abda Abda Abdi Nugroho Adiman Fariyadin Ahmad Zarkasi Ahmad Zarkasi Ahmad Zarkasi Ahnaf Saputra Akhsae, I Gede Anaga Amaelisa, Viara Amelia, Dinda Risky Anwar Efendy Anwar Efendy Ari R Hidayat Aroby, Sudhan Aulia Muttaqin Aulia Muttaqin Aulia Muttaqin Baehaqi Bandu, Andi Rachman Buan Anshari Chairil Anhar Cholid Zulfikan, Aan Dodik Kusumawanto Ekasapta, Febrian Elsa Juniastasya Erni Yustissiani Fariyadin, M. Ruslin Anwar, Indradi Wijatmiko, Adiman Feri Irawan Hadi Rasikhun Hady Rasikhun Haerul Bahri Hafiz Hamdani Hafiz Hamdani Hafiz, Syaepudin Haidir Azim Hamdani, Hafiz Hariyadi Hariyadi Hariyadi Haryadi Hariyadi, Hariyadi Haryadi - Heni Pujiastuti Ifan Adi Saputra Indrawan Indrawan Intan Novianti Isfanari Isfanari Isfanari Isfanari Isfanari Isfanari Jauhar Fajrin Joni Safaat Adiansyah Khalis Ilmi, Muhammad M Khalis Ilmi M. Heru Maolida Uci Handayani Marsa D.P, Khendy Maya Saridewi Pascanawati Maya Saridewi Pascanawaty Maya Saridewi Pascanawaty, Maya Saridewi Mega Fatimah Rosana Muhammad Basir Muhammad Deni Kurniawan Muhammad Khalis Ilmi Novianti, Intan Nurul Hidayati Nurul Hidayati Nurul Hidayati Nurul Jumiati Pratama, Khendy Marsha Duta Radiman Radiman Rajabi Mubarak Ramadhan Hidayat, Ari Restu Anggara Ridho, Syarifunnaji Ringgi Puteri Samengasbumi RR. Ella Evrita Hestiandari Rukandani, Baiq Aisya Astika Safitri, Nura Santika, Yuliana Sasmito Sasmito Sasmito, Sasmito Siti Mustika Sari Sofyan Dayudinata Sukma Dewi Rahmawati Sukuryadi Suryawan, Aldi Swahip Swahip Swahip, Swahip Syaiful Alam Syarif Hidayatulloh Syarifunnaji Ridho Titik Wahyuningsih Toyyib, Mukhtar Ubaidillah, Aji Syailendra Wahyudi, Mudji Wijanarko, Riza winarti, dwi