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All Journal Pharmaciana: Jurnal Kefarmasian Media Farmasi : Jurnal Ilmu Farmasi (Journal Of Pharmaceutical Science) Jurnal Al-Tadzkiyyah Jurnal Pendidikan Biologi SemanTIK : Teknik Informasi SYAMIL: Jurnal Pendidikan Agama Islam (Journal of Islamic Education) BIOEDUSCIENCE Civil Engineering Journal Martabe : Jurnal Pengabdian Kepada Masyarakat Jiko (Jurnal Informatika dan komputer) JURNAL PENDIDIKAN TAMBUSAI Journal TEPAT: Teknologi Terapan untuk Pengabdian Masyarakat Jurnal Basicedu Inovator : Jurnal Manajemen JISIP: Jurnal Ilmu Sosial dan Pendidikan E-Mabis: Jurnal Ekonomi Manajemen dan Bisnis TEMALI : Jurnal Pembangunan Sosial Abdi Wiralodra : Jurnal Pengabdian Kepada Masyarakat Jurnal Agrotek Lestari Jurnal Eduscience (JES) Jurnal Pembelajaran dan Biologi Nukleus Jurnal Agrium Jurnal Laot Ilmu Kelautan Hanifiya: Jurnal Studi Agama-Agama Spizaetus: Jurnal Biologi dan Pendidikan Biologi Jurnal Inovasi Pendidikan dan Sains Jurnal Pengabdian kepada Masyarakat Nusantara Jurnal Pengabdian Masyarakat Asia MURHUM : JURNAL PENDIDIKAN ANAK USIA DINI BINOMIAL : Jurnal Pendidikan Biologi Jurnal Hukum Lex Generalis Jurnal Promotif Preventif SANGAJI: Jurnal Pemikiran Syariah dan Hukum Bioscientist : Jurnal Ilmiah Biologi Journal La Sociale Bioed : Jurnal Pendidikan Biologi AbdiTechno (Jurnal Pengabdian Masyarakat) KARYA: Jurnal Pengabdian Kepada Masyarakat Journal of Education Research Indonesian Community Journal Sultra Civil Engineering Journal (SCiEJ) Jurnal Ekonomi Review Gajah Putih (GPJER) Seminar Nasional Pengabdian Kepada Masyarakat Jurnal Pendidikan dan Ilmu Sosial Jurnal Universal Technic SYAMIL: JURNAL PENDIDIKAN AGAMA ISLAM (JOURNAL OF ISLAMIC EDUCATION) Global Journal Basic Education Jurnal Riset Agama Journal of International Conference Proceedings Jurnal Basicedu Al-Istinbath: Jurnal Hukum Islam Jurnal Karajata Engineering Journal of Artificial Intelligence and Digital Business Ilmu Perikanan Tropis Nusantara Jurnal Penelitian Rumpun Ilmu Teknik Jurnal Masyarakat Madani Indonesia Room of Civil Society Development Jurnal Pengabdian Pada Masyarakat Ocean Engineering: Jurnal Ilmu Teknik dan Teknologi Maritim Praeparandi : Jurnal Farmasi dan Sains Innovative: Journal Of Social Science Research West Science Interdisciplinary Studies Jurnal Mahasiswa Kreatif Ininnawa: Jurnal Pengabdian Masyarakat Indonesian Journal of Innovation Multidisipliner Research West Science Interdisciplinary Studies Jurnal Wilayah, Kota dan Lingkungan Berkelanjutan SEWAGATI: Jurnal Pengabdian Kepada Masyarakat Tolis Mengabdi : Jurnal Pengabdian Kepada Masyarakat Journal of Community Empowerment Globe: Publikasi Ilmu Teknik, Teknologi Kebumian, Ilmu Perkapalan Harmoni Sosial : Jurnal Pengabdian Dan Solidaritas Masyarakat Jurnal Intelek Dan Cendikiawan Nusantara journal of Renewable Engineering Paramacitra : Jurnal Pengabdian Masyarakat International Journal of Economics, Management and Accounting Jurnal Hasil-Hasil Pengabdian dan Pemberdayaan Masyarakat (JHP2M) Jurnal Abdi Negeriku Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik Sipil Manufaktur: Publikasi Sub Rumpun Ilmu Keteknikan Industri Venus: Jurnal Publikasi Rumpun Ilmu Teknik Flora: Jurnal Kajian Ilmu Pertanian dan Perkebunan Mikroba: Jurnal Ilmu Tanaman, Sains dan Teknologi Pertanian International Journal of Industrial Innovation and Mechanical Engineering International Journal of Mechanical, Electrical and Civil Engineering Didaktika Biologi: Jurnal Penelitian Pendidikan Biologi Jurnal Perikanan Fundamental : Jurnal Ilmiah Hukum PESHUM Jurnal Pendidikan MIPA Elementary Education Research Tamasya Jurnal Tarbiyatuna
Adnan Adnan
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Variasi Temperatur Pencampuran terhadap Parameter Marshall pada Campuran Lapis Aspal AC-BC M Aldi Muhtaibillah A; Jasman Jasman; Hamsyah Hamsyah; Adnan Adnan
Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik Sipil Vol. 2 No. 4 (2024): Oktober: Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik S
Publisher : Asosiasi Riset Ilmu Teknik Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61132/konstruksi.v2i4.509

Abstract

Mixing temperature has an important role in the performance of the asphalt mixture that has been made. If the mixing temperature is too low and causes the viscosity value to be high, it will make it difficult to carry out asphalt mixing and was studied in the laboratory for two months which aims to determine the effect of mixing temperature variations on the value of marshall parameters and determine the effect of temperature variations on the performance of AC-WC asphalt pavement mixing. Characteristics of Temperature Variations in AC-BC asphalt mixtures for temperature variations of 140, 150 and 160, from the results of testing vim at a temperature of 160 with a value of 6.63 does not meet specifications, at a VFB value at a temperature of 160 does not meet specifications with a VFB value of 64.25, for the value of stablity, VMA, flow, MQ all meet specifications. so it can be concluded that the greater the temperature can make the asphalt mixture ineffective or the quality of the AC-BC asphalt decreases. The effect of temperature variation on AC-BC asphalt mixture is not optimal because the greater the temperature parameter can reduce the quality of AC-BC. The results of the proof of the marshal test of several temperature variations that do not meet the specifications make some marsall tests not pass specifications and density results that are not solid.
Analisis Faktor Keberhasilan Proyek Modernisasi Dan Rehabilitasi D.I Saddang Sub Unit Langnga (SIMURP) Kabupaten Pinrang Iswandi L; Rahmawati Rahmawati; Andi Bustan Didi; Adnan Adnan
Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik Sipil Vol. 2 No. 4 (2024): Oktober: Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik S
Publisher : Asosiasi Riset Ilmu Teknik Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61132/konstruksi.v2i4.531

Abstract

This study aims to determine the influence of cost factors in determining the success of the modernisation and rehabilitation project in saddang sub unit langnga pinrang district, determine the influence of time factors in determining the success of the modernisation and rehabilitation project in saddang sub unit langnga pinrang district. determine the influence of quality factors in determining the success of the modernisation and rehabilitation project in saddang sub unit langnga pinrang district, determine the influence of health, safety and environmental factors in determining the success of the modernisation and rehabilitation project in saddang sub unit langnga pinrang district. This research was conducted using quantitative analysis, namely through distributing questionnaires and interviews to the owner, the contractor and the consultant, Data analysis carried out on the questionnaire collected using skinative statistics, namely the percentage to determine the main factors of the success of a project using the Statistical Package for The Social Sciens program.
Analisis Dampak Kerusakan Jalan dengan Menggunakan Metode PCI Jalan Poros Jendral Ahmad Yani Kota Parepare Faidlul Haqriyadi; Adnan Adnan; Hamka Hamka
Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik Sipil Vol. 2 No. 4 (2024): Oktober: Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik S
Publisher : Asosiasi Riset Ilmu Teknik Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61132/konstruksi.v2i4.539

Abstract

Pavement conditions affect the comfort, security and safety of road users. However, pavement conditions are increasingly decreasing due to road damage factors that can be divided into two parts, namely structural damage which includes pavement failure or damage to one or more pavement components that result in the pavement no longer being able to bear traffic loads, and functional damage which includes safety and comfort. This study aims to analyze the level of road damage using the PCI method. The results of the study showed that the average value of damage to the main road section of General Ahmad Yani Km 7, Parepare City was 38, which indicated that the quality of the road pavement was in fair condition with a level of road damage to Alligator cracking of 11%, longitudinal cracking of 7%, potholes of 10%, patching and utility cut patching of 60%, weathring/raveling of 2%, depression of 3%, curvature of 6%, swell of 05%, and shoving of 1%.
Kekuatan Tekan Beton Berpori Additive Sika Fume Mix Self Compacting Concrete Adnan Adnan; Muh. Faridh Wajeni R; Mustakim Mustakim
Manufaktur: Publikasi Sub Rumpun Ilmu Keteknikan Industri Vol. 1 No. 4 (2023): Desember : Manufaktur: Publikasi Sub Rumpun Ilmu Keteknikan Industri
Publisher : Asosiasi Riset Ilmu Teknik Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61132/manufaktur.v2i2.363

Abstract

This research aims to determine the effect of adding the additive Sika Fume on the compressive strength of hollow concrete. This research uses a type of quantitative research with experimental methods, namely by carrying out several tests on test objects in the laboratory. The results of this research show that the compressive strength of hollow concrete with the addition of sika fume with a variation of 0% and 2% of the weight of cement, the experimental results obtained for the compressive strength of hollow concrete for 28 days of concrete with a variation of 0% with an average of 16.83 Mpa. For a variation of 2% with an average of 17.42 Mpa. So it can be concluded that concrete with a variation of 2% with an average of 17.42 Mpa is the variation with the highest compressive strength value and reaches the design compressive strength. Meanwhile, the 0% variation with an average of 16.83 Mpa is the lowest compressive strength value and does not reach the design compressive strength.
Analisa Pasir Pantai Bawasalo Sebagai Material Pengganti Pada Kuat Tekan Dan Kuat Tarik Belah Beton Rusvita Rusvita; Adnan Adnan; Hamsyah Hamsyah
Venus: Jurnal Publikasi Rumpun Ilmu Teknik  Vol. 2 No. 1 (2024): Februari : Venus: Jurnal Publikasi Rumpun Ilmu Teknik
Publisher : Asosiasi Riset Ilmu Teknik Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61132/venus.v2i1.205

Abstract

Bawasalo beach sand shows the potential of abundant material resources, but local people still face several considerations in the use of this material. The purpose of this research is to determine the characteristics and effect of the addition of bawa salo sand on compressive strength and split tensile strength. This research uses an experimental method carried out at the Structure and Materials Laboratory of Muhamadiyah University of Parepare using a sample of 27 cylinders with the compressive strength of the plan used is 25 Mpa. Based on the test results, the characteristics of Bawasalo beach sand have met the specifications to be used as fine aggregate for concrete mixtures. The results of normal concrete testing aged 7 days with an average of 17.41Mpa, at 28 days testing with an average of 27.77MPa, 50% variation aged 7 days with an average of 16.84MPa and 100% variation aged 7 days with an average of 13.16MPa and at 28 days testing with an average of 21.80MPa. Normal concrete testing aged 28 days 10.444 MPa, 50% variation with an average of 5.556 MPa and as for the 100% variation with an average of 3.889 MPa. Based on the results of research data analysis, compressive strength and split tensile strength decreased as the percentage of Bawasalo beach sand use increased.
Analisis Kuat Lentur Beton SCC Menggunakan Fiberglass Dengan Variasi Additive Sika Viscocrete Hamdan Hamdan; Adnan Adnan; Abd. Muis B
Venus: Jurnal Publikasi Rumpun Ilmu Teknik  Vol. 2 No. 1 (2024): Februari : Venus: Jurnal Publikasi Rumpun Ilmu Teknik
Publisher : Asosiasi Riset Ilmu Teknik Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61132/venus.v2i1.206

Abstract

Self Compacting Concrete (SCC) is an innovative concrete that can compact itself (without vibrators) and flow under its own weight to saturate the shape without segregation. The SCC material is not much different from ordinary concrete, namely coarse aggregate, fine aggregate, cement, water, only SCC has additional ingredients such as superplasticizer. This research uses quantitative methods. The aim of this research is to determine the workability, compressive strength, flexural strength of SCC concrete with the addition of 2% fiberglass to each sample with added material in the form of sika visconcrete with variations of 0%, 1%, 1.5%, and 2%, % of the cement weight. Slump flow testing was carried out which was obtained from several variations of SV `0%, 1%, 1.5%, 2%, the slump flow values were obtained for 80 mm fiber concrete and 550 mm, 575 mm, 600 mm SCC concrete with the time taken to reach 500 mm of 4.25 seconds, 3.57 seconds and 2.11 for SCC concrete. The compressive strength value of the cylinder size (15 x 30) in samples BFS0, BFS1, BFS2BFS3 aged 28 days obtained a compressive strength of 30.29 Mpa, 34.44 Mpa, 31.23 Mpa, while the flexural strength test of the beam was 15 x 15 x 60 d samples BFS0, BFS1, BFS2BFS3 obtained results of 3.11 Mpa, 4.35 Mpa, 3.64 Mpa and 3.29 Mpa, excessive use of visconcrete in the concrete mixture can reduce the strength of the samples.
Prilaku Kuat Tekan Beton Porous Menggunakan Air Laut Adnan Adnan; Muh. Alim
Venus: Jurnal Publikasi Rumpun Ilmu Teknik  Vol. 2 No. 2 (2024): April : Venus: Jurnal Publikasi Rumpun Ilmu Teknik
Publisher : Asosiasi Riset Ilmu Teknik Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61132/venus.v2i2.256

Abstract

Porous concrete has high porosity so that water can pass through the cavities in the concrete. The application of porous concrete is usually for parking areas, pedestrian sidewalks, road shoulders, drainage, roads with low traffic volume. Indonesia is an archipelagic country, most of Indonesia's territory is by the sea so it is very possible to use sea water as a substitute for fresh water for porous concrete. This research aims to determine the comparison of compressive strength of porous concrete mixed with sea water and normal porous concrete with variations in the water cement (fas) factor. In this study, a concrete mixture with a water cement (fas) factor of 0.30 and 0.35 was used. The test object used was a 15x30 cm cylindrical concrete test object for the compressive strength test. The test on porous concrete was carried out during the curing period of 28 days. The test results for the compressive strength of normal porous concrete with a water cement (fas) factor of 0.30 and 0.35 are 6.658 Mpa and 4.435 Mpa, then for porous concrete mixed with sea water with a water cement (fas) factor of 0.30 and 0, 35, namely 6,700 Mpa and 3,374 Mpa. The test results show that the sea water mixture in porous concrete does not affect the compressive strength of porous concrete, whereas the use of variations in the water cement factor (fas) shows that the compressive strength of porous concrete, both normal porous concrete and porous concrete mixed with sea water, has decreased. as the value of the water cement (fas) factor used increases.
Pemanfaatan Limbah Cangkang Kerang sebagai Subtitusi Agregat Kasar dengan Bahan Tambah Superplasticizer terhadap Kuat Tekan Muhammad Ilham Tahir; Jasman Jasman; Misbahuddin Misbahuddin; Adnan Adnan
Venus: Jurnal Publikasi Rumpun Ilmu Teknik  Vol. 2 No. 5 (2024): Oktober: Jurnal Publikasi Rumpun Ilmu Teknik
Publisher : Asosiasi Riset Ilmu Teknik Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61132/venus.v2i5.529

Abstract

Parepare City is located on the coast with significant fisheries and maritime potential. The processing and consumption of shellfish in this city produces a lot of shellfish waste, which is often not utilized and accumulates into an environmental problem. To improve the properties of concrete, several types of additives that have certain functions are added to the concrete mixture, namely increasing the workability, durability, and hardening time of concrete. This study aims to determine the compressive strength of concrete and the composition of coarse aggregate of shells with superplasticizer added materials that are optimally produced. Using an experimental method carried out at the Laboratory of Structure and Materials, Muhammadiyah University of Parepare. The results showed that substitution of coarse aggregate with 5% shellfish waste and 0.5% superplasticizer increased the compressive strength of concrete at the ages of 7, 14, and 28 days. The 10% substitution still meets the compressive strength requirements at 28 days, although slightly lower than normal concrete. Substitution of shells up to 5% increases the compressive strength of concrete, and the 10% content is optimal, reaching the maximum value without significant decline. It is recommended that the use of shells as a substitute for coarse aggregate does not exceed 10% for optimal results and meets the planned compressive strength of 25 MPa.
Optimalisasi Produksi Kedelai Varietas Anjasmoro Dengan Manipulasi Arah Baris Dan Gulma Adnan Adnan; Muhammad Muaz Munauwar
Agrium Vol 20, No 3 (2023)
Publisher : Faculty of Agriculture, Universitas Malikussaleh

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29103/agrium.v20i3.12661

Abstract

Penelitian ini menggunakan Rancangan Acak Kelompok yang tediri dari dua faktor. Faktor pertama manipulasi arah baris tanaman : utara-selatan, timur laut-barat daya, timur-barat, tenggara-barat laut. Faktor ke dua waktu penyiangan gulma : penyiangan terus menerus, 14 hari setelah tanam, 28 hari setelah tanam, (14 dan 28) hari setelah tanam. Enam belas kombinasi perlakuan diulang sebanyak tiga kali. Hasil penelitian menunjukkan manipulasi arah baris tidak memberikan pengaruh terhadap seluruh parameter pengamatan. Pada pengamatan hari ke 28 dan hari ke 42 setelah tanam tinggi tanaman tertinggi terdapat pada perlakuan penyiangan gulma terus menerus dan penyiangan gulma (14 dan 28) hari setelah tanam. Umur berbunga dan panen tercepat tanaman kedelai terdapat pada perlakuan penyiangan gulma 14 hari setelah tanam. Berat biji per tanaman dan jumlah polong bernas per tanaman tertinggi terdapat pada perlakuan penyiangan gulma terus menerus dan penyiangan gulma (14 dan 28) hari setelah tanam.
Strategi Bisnis Dengan Metode Sostac Untuk Mencapai Tujuan Perusahaan Di PT Semen Tonasa Adnan, Adnan; Sudirman, Indrianty; AswanAswan, Andi
Innovative: Journal Of Social Science Research Vol. 3 No. 3 (2023): Innovative: Journal Of Social Science Research
Publisher : Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/innovative.v3i3.14332

Abstract

Penelitian ini bertujuan untuk merancang strategi pemasaran digital PT Semen Tonasa menggunakan model SOSTAC (Situation, Objectives, Strategy, Tactics, Actions, Control). Metode penelitian yang digunakan adalah kualitatif eksploratif dengan teknik pengumpulan data melalui wawancara dan observasi. Hasil penelitian mengidentifikasi dua objektif utama: memperluas pangsa pasar ke wilayah-wilayah baru yang potensial dan meningkatkan kualitas layanan serta kepuasan pelanggan. Strategi 5S (Sell, Serve, Speak, Save, Sizzle) diterapkan untuk mencapai objektif tersebut, meliputi ekspansi jaringan distribusi, peningkatan layanan pelanggan, optimalisasi komunikasi pemasaran digital, efisiensi operasional, dan penguatan citra merek. Taktik pemasaran dirancang menggunakan bauran 4P (Product, Place, Price, Promotion). Untuk mengukur efektivitas strategi, ditetapkan Key Performance Indicators (KPI) seperti pertumbuhan pangsa pasar, jumlah pelanggan baru, skor kepuasan pelanggan, dan efisiensi pengiriman. Penerapan strategi ini diharapkan dapat meningkatkan daya saing PT Semen Tonasa di pasar yang semakin kompetitif.
Co-Authors 3Andi miftahuulum A. Miftahul U A. Sulfanita Abd Muis Abd Muis Abd. Muis B Abd. Muis Baharuddin Abdul Azis Abdul Malik Darmin Asri Abdul Muis Abibullah, Abibullah Abubakar, Rusydi Ade Safitri, Ade Adinda, Zulya Aditiawati, Dila Kartika Afidah Tulutfiah, Besse Agustina Ahmad Ahmad Ahmad Akbar Ahmad Ali Aini, Rini Qurratul Ainun, Nur Aisyah Aldi, Suhardi Alfian Reski Saputra Alfiati Syafrina, Alfiati Ali, Sutrisno Nurhadi Alimuddin Ali Amil Ahmad Ilham Amilda, Yenni Amiruddin Amiruddin Andani Achmad Andi Asmawati Azis Andi Bustan Didi Andi Farida Arsal Andi Faridah Arsal Andi Haris, Andi Andi Miftahul Ulum Andi Muhammad Rezky Putra Ardian Andi Sulfanita Andi Yasril Ananta Muliyadi Andika, Andi Nurul Adha Andriyani Andriyani Angela, Michel Angraeni, Andi Tirta Areni, Intan Sari Aris Susanto Aris, Wahyuni Arrijal, Arrijal Arsad Bahri Arwadi, Tri Asdar Asdar Asham Bin Jamaluddin Ashar Bakri Asrar, Muh Aswad, Iqra AswanAswan, Andi Aulia Irzal , Ummul Aulia, Muhammad Ayu, Desti Aziz, Sukirman Bahr, Syamsul Bahri, Halida Baidhawi Baidhawi Bakrim, La Ode Bani Syarif Maula Basriwijaya, Kiagus Muhammad Zain Baya, Nur Bengi, Karnaini Simah Besse Khalidatunnisa Bulan, Dewi Embong Bustamin, Anugrayani C.S , Sintaya Cece, Muh. Anwar Chalirafi, Chalirafi Chandra Wisnu Nugroho Cindy Tarissa, Adinda Damayana, Mita Darmin Darmin, Darmin Dasriana, Wa Ode Dea Zara Avila Desti, Desti Dian Dwi Putri USP Dian Pratiwi Dian Wahyudi dianawati, dianawati Dianti, Irmania Sablia Didit Arfah Tanro Dilla Safdia Djamaluddin, Rudy Dyah Aryani Perwitasari erham, erham Erna, Tati Erwina Erwina, Erwina Eryati, Ristiana Fadillah Yamin, Kurnia Fahmal, Ade Anggraini Faidlul Haqriyadi Fandi Ahmad Fani, Astri Fanora, Tifa Sri Fauzi Fauzi Fhirasyan, Fharan Figur Muhammad Firdaus, Andi Mulawakkan Firman , Firman Firman Firman Firmansyah Firmansyah Firmanto, Taufik FITRI ANA Fitriah Fitriah Gufran, Gufran Haafizah Dania Habibie , Habibie Hadijah Hadijah Hairuddin Hairuddin Hamdan Hamdan Hamdiah Hamdiah Hamka Hamka Hamsyah Hamsyah Hanisah, Hanisah Harahap, Najhan Parluhutan Haris, Nurfajrina Hayatudin, Hayatudin Hendrival Hendrival Hendro Widarto Husin, M Ilham, Diffia Imaduddin, Muhammad Asad Imam Fadly Imran Imran Imtihan, Imtihan Indryastuti Sulaeman, Danty Ingrid Nurtanio Irwan Ramadhan Ritonga Islamia, Mutmainnah Nur Ismail Ismail Isnaini, Lina Iswandi L Iwan Suyatna Jalil.M, Abd. Jamaludin, Adon Nasurullah Jasman Jasman Jeniska, Jeniska Jeti, La Jihadakbar Jihadakbar Juhriati, Juhriati Juhriati, Juhriati juliana, santi Jushermi Jushermi, Jushermi Juwita, Nora Kasim, Nursidah Kaspullah, Kaspullah Khaerurrizal, Khaerurrizal Kurniawati, Riski Kurniawati, Rizki Kusumaningrum , Widya Kusumaningrum, Widya Leonard Maramis M Aldi Muhtaibillah A M Yamin M. Arifin M. Jabir M M. Uliah S M. Yamin, M. Yamin M.yamin, M. Yamin Mahbengi, Sinta Gusti Mahdaniar, Mahdaniar Marindah Wardhani, Tyanita Puti Marindah, Tyanita Puti Marwah Marwah Marwansyah, Marwansyah Marzukah, Marzukah Mastorat Mastorat Maulana, Arman Merdekawaty, Ana Mirsandy Mirsandy Misbahuddin Misbahuddin Mithahul ulum Mohamad, Pandi Mokobombang, Novy Nur R A Mubarak, Abdul Muchlis Efendi Muchlis Muchlis Muh Fitrah, Muh Muh. Alief Fahdal Imran Oemar Muh. Alim Muh. Arifin Muh. Faridh Wajeni R Muh. Fiqruddin Muh. Hajir Ahmad Muh. Jabir M3 Muh. Nashir. T Muh. Yusuf Muhammad Fahreyza Latanro Muhammad Ilham Tahir Muhammad Irhas, Muhammad Muhammad Isrul Muhammad Muaz Munauwar Muhammad Niswar Muhammad Zain Basriwijaya, Kiagus Muhiddin Palennari Mujahid Damopolii Mujahid Damopolii Muliana GH Mulyana Mulyana Munawaroh, Desy Munir Munir, Munir Mushawwir Taiyeb Mustakim Mustakim Mustakim Mustakim Musyfirah, Kamtina Nasrullah Nasrullah Nazar Husain Hadi Pranata Wibawa Ningsih, Suci Rahayu Nisa, A. Khaeru Noorsheha, Noorsheha Norizam Azmi Novia, Rani Nur Hikmah Nur Inayah Nurdin, Arliyanti Nurfadilah Nurfadilah Nurhairunnisah, Nurhairunnisah Nurhayati Nurhayati Nurihandayani Nurihandayani Nurlinda Nurlinda, Nurlinda Ode Dasriana, Wa Oktobianti, Andi Anisa Palenneri, Muhiddin Pandi Mohamad Panennungi, Paewa Paputungan, Mohammad Sumiran Parung, Herman Paundu, Ady Wahyudi Pepliani, Fera Putrina, Putrina Rachman Saleh Rahayu Rahayu Rahma Sya’bani M, Nurhusni Rahmad Rahmad Rahman, Mohammad Taufiq Rahmat Rahmatia, Sri Rahmawati , Rahmawati Rahmawati Rahmawati Rahmawati, Rahmi Ramadhan, Masri Ramdhayani, Eryuni Renaldi Renaldi Reski, Fiska Indah Risky Ridha Riza Juanda, Boy Rofi, Rofi Rosma Ely, Rosma Rosmaiti, Rosmaiti Rosmalah Rosmalah, Rosmalah Rudi Salam Sinaga, Rudi Salam Rusvita Rusvita S.E., M.S.M., Sabri, Sabri Sabri Sadriani, Andi Sagaf, Umar Sakmiana, Andi Fitri Saleh, Andi Rahmat Saleh, Rachman Samsuddin Samsuddin Sanusi, Gufran Sari, Sapira Sati, Nyan Sembiring, Rinawati Siti Maimunah SITI MARYAM Siti Misra Susanti Siti Nurain Solihin Solihin Somalia, Somalia St. Nurjannah Jamain Suaib Syaifullah Suciyanti, Suciyanti Sudirman, Indrianty Sugiarto, Sri Suhardi Aldi Suhardi, Dayu Suhendra, Riadi Sulaiman Sulaiman Sulfanita, Andi Suliman, Suliman Suriadi Suriadi Suryana, Irma Suryani, Andi Irma Suyatna , Iwan Syafruddin, Sayafruddin Syahidin Syahidin, Syahidin Syahputra, Masadjie Syamsiah, Syamsiah Syamsuddin Syamsuddin Syamsul Bahri Syariana, Syariana Syukri Syukri T. Edyansyah, T. Edyansyah Takdir Takdir, Takdir Takndare, Maria Margaretha Terunenan Tarno Tarno Teuku Zulkarnaen Tjaronge, M. W. Triyo Supriyatno Uri, Nawarni La V Safitri Viola, Viola Virti, Salsabila Julia Wakkang, Hamka Wardi Wardi Widarto, Hendro Wiwik Handayani Wiwik, Wiwik Woro Supadmi Yamin, Kurnia Fadillah Yaumil, Iis Yohannes, Christoforus Yuli Rachmawati Yuniara, Ridha Zahir Zainuddin Zainudin, Zainudin - Zulhilmi, Zulhilmi Zulkifli Tahir Zurian Anhar