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All Journal Biota: Jurnal Ilmiah Ilmu-Ilmu Hayati Prosiding Seminar Nasional Sains Dan Teknologi Fakultas Teknik Al-Adzka: Jurnal Ilmiah Pendidikan Guru Madrasah Ibtidaiyah Jurnal Online Mahasiswa (JOM) Bidang Ilmu Sosial dan Ilmu Politik Veritas et Justitia Jurnal Media Hukum Al-Mustashfa Asy-Syir'ah: Jurnal Ilmu Syari'ah dan Hukum JIP: Jurnal Ilmiah PGMI JITEK (Jurnal Ilmiah Teknosains) Jurnal Manajemen Pendidikan (JMP) Jurnal Obsesi: Jurnal Pendidikan Anak Usia Dini Jurnal Pendidikan Jasmani Kesehatan dan Rekreasi (Penjaskesrek) JURNAL LENTERA : Kajian Keagamaan, Keilmuan dan Teknologi Perisai : Islamic Banking and Finance Journal Economica: Jurnal Ekonomi Islam InComTech: Jurnal Telekomunikasi dan Komputer Mimbar Hukum - Fakultas Hukum Universitas Gadjah Mada JOURNAL OF APPLIED INFORMATICS AND COMPUTING LENSA (Lentera Sains): Jurnal Pendidikan IPA Rang Teknik Journal Gelanggang Olahraga: Jurnal Pendidikan Jasmani dan Olahraga (JPJO) SINTECH (Science and Information Technology) Journal ALQALAM Reviews in Civil Engineering Jurnal DISPROTEK JOURNAL EQUITABLE AL-TANZIM : JURNAL MANAJEMEN PENDIDIKAN ISLAM Jurnal Biosilampari: Jurnal Biologi MIND (Multimedia Artificial Intelligent Networking Database) Journal EduReligia : Jurnal Pendidikan Agama Islam Energy : Jurnal Ilmiah Ilmu-Ilmu Teknik Istinbath: Jurnal Hukum dan Ekonomi Islam Psikoislamedia : Jurnal Psikologi Jurnal Penelitian Kesejahteraan Sosial EDUMATIC: Jurnal Pendidikan Informatika Portal: Jurnal Teknik Sipil WELFARE : Jurnal Ilmu Kesejahteraan Sosial SCAFFOLDING: Jurnal Pendidikan Islam dan Multikulturalisme JPGMI (Jurnal Pendidikan Guru Madrasah Ibtidaiyah Al-Multazam) Jurnal el-Qanuniy: Jurnal Ilmu-Ilmu Kesyariahan dan Pranata Sosial Jurnal Midpro LINGUA : Jurnal Bahasa, Sastra, dan Pengajarannya Jurnal Aisyah : Jurnal Ilmu Kesehatan Jifosi Aiti: Jurnal Teknologi Informasi Jurnal Teknik Informatika (JUTIF) Jurnal Cahaya Mandalika Jurnal Kesehatan Tambusai Jurnal Ekonomi Indonesia International Journal of Educational Research and Social Sciences (IJERSC) Populika Jurnal Teknika : Jurnal Teoritis dan Terapan Bidang Keteknikan Jurnal Manajemen Pendidikan Dasar, Menengah dan Tinggi [JMP-DMT] Al-Mujahidah : Jurnal Pendidikan Guru Madrasah Ibtidaiyah Al-Hasanah : Jurnal Pendidikan Agama Islam Journal of Vocational Nursing Jurnal Pengabdian Masyarakat (ABDIRA) Bulletin of Science Education Bulletin of Community Engagement Jurnal Kolaboratif Sains Al-Muamalat : Jurnal Ekonomi Syariah Al-Afaq: Jurnal Ilmu Falak dan Astronomi Jurnal Konstitusi Jurnal Teknik Sipil Giratory Upgris Jurnal Pengabdian Masyarakat : Pemberdayaan, Inovasi dan Perubahan Teknika Jurnal Pengabdian Multidisiplin Industrial Research Workshop and National Seminar Agrotechbiz Journal of Social Science Factory Jurnal Industri, Manajemen dan Rekayasa Sistem Industri Jurnal Ilmiah MEA (Manajemen, Ekonomi, dan Akuntansi) Jurnal Teknik Mesin, Industri, Elektro dan Informatika JKaKa Journal of Central Banking Law and Institutions Praeparandi : Jurnal Farmasi dan Sains Innovative: Journal Of Social Science Research Jurnal Pengabdian Kolaborasi dan Inovasi IPTEKS JDARISCOMB Jurnal Civil Engineering Study Jurnal Pengabdian Masyarakat Bangsa SOSIO YUSTISIA Jurnal Hukum dan Perubahan Sosial Jurnal Pengabdian Masyarakat Jajama (JPMJ) Economics, Business, Management, & Accounting Journal Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan Al Rikaz : Jurnal Ekonomi Syariah HUMANITIS : Jurnal Humaniora, Sosial dan Bisnis Journal of Education Religion Humanities and Multidiciplinary Jurnal Sains dan Teknologi Justicia Journal International Conference on Islamic Economic FENOMENA: Journal of Social Science Jurnal Hukum dan Pembangunan Krigan: Journal of Management and Sharia Business KANGMAS: Karya Scientific Community Service is a journal Jurnal Penelitian Mahasiswa Ilmu Sosial, Ekonomi, dan Bisnis Islam (SOSEBI) Journal of Civil Engineering and Vocational Education Iqtishadia: Jurnal Ekonomi dan Perbankan Syariah al Kimiya : Jurnal Ilmu Kimia dan Terapan SAKOLA: Journal of Sains Cooperative Learning and Law Animal Production Proceeding Of International Conference On Education, Society And Humanity Prosiding Pengabdian Ekonomi dan Keuangan Syariah Optimum: Jurnal Ekonomi dan Pembangunan AL-Ikhtiar : Jurnal Studi Islam Journal of Pedagogical and Teacher Professional Development MANAGIERE: Journal of Islamic Educational Management BAABU AL-ILMI: Ekonomi dan Perbankan Syariah Jurnal of Islamic Economic Studies PASAK: Jurnal Teknik Sipil dan Bangunan SILAH: Jurnal Ekonomi Syariah JUTEKOM - Jurnal Teknologi dan Ilmu Komputer MONETARIUM: Journal of Economy Business and Management

Khotibul Umam

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Author-ID : 407636

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Title

Spatial and WTP Development Plan Perencanaan Pembangunan Spal Dan Ipal Untuk Sarana Peningkatan Kualitas Lingkungan Kampung Nelayan Tanjungsari Kabupaten Rembang widias tuti, iin; Umam, Khotibul; Rochmanto, Decky
Jurnal Civil Engineering Study Vol. 2 No. 01 (2022): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Domestic wastewater in Kelurahan Tanjungsari has not been properly managed, where the greywater is discharged directly into the drainage. Where the drainage is discharged directly at the sea, causing seawater pollution due to domestic waste. The purpose of this Final Project planning is to design SPAL and IPAL as a means of improving the environmental quality of Tanjungsari Village. The results of the study on the technical aspects showed that the average wastewater discharge of Tanjungsari Village was 69.36 L / person per day. The pipe diameter used in planning the development of SPAL and IPAL for this area is 100 mm or 4 inches. In planning SPAL and IPAL, Tanjungsari Village is equipped with several complementary buildings, namely as follows: 1) Manhole with a size of 70 cm x 70 cm x 100 cm, 2) Grease Trap with a size of 80 cm x 50 cm x 30 cm, 3) Control tub with size 60 cm x 40 cm x 30 cm, 4) Collecting Well with a size of 100 cm x 100 cm x 230 cm, 5) Distribution Box with a size of 100 cm x 50 cm x 130 cm, 6) IPAL 1 room with a size of 500 cm x 300 cm x 300 cm, 7) IPAL 2-5 rooms measuring 300 cm x 300 cm x 300 cm.Budget Plan The cost spent for planning the SPAL and IPAL for Tanjungsari Village is Rp. 3,059,073,121.37.

Reservoir Perencanaan Struktur Reservoir Air Bersih Desa Pecangaan Kulon, Kecamatan Pecangaan, Kabupaten Jepara: Perencanaan Struktur Reservoir Air Bersih Desa Pecangaan Kulon, Kecamatan Pecangaan, Kabupaten Jepara Prasetya, Herry Puguh; Umam, Khotibul; Rochmanto, Decky
Jurnal Civil Engineering Study Vol. 1 No. 01 (2021): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

The existence of clean water in a village is very important, considering the activities of rural life which are now starting to be dynamic. This planning is based on SNI 7509:2011 concerning Procedures for Technical Planning for Distribution Networks and Service Units for the Clean Water Supply System and the Regulation of the Minister of Public Works Number 18/PRT/M/2007 concerning Implementation of Drinking Water Supply System Development. The reservoir is planned to use reinforced concrete material with a base plate thickness of 250 mm and reinforcement D13-150, a concrete wall thickness of 150 mm and reinforcement D13-100, and a cover plate with a thickness of 100 mm with reinforcement 10 - 150. Beam dimensions are 20 x 30 cm with reinforcement 5D13 support and stirrup reinforcement 8-150 and field reinforcement 4D13 and stirrup reinforcement 8-200. Column dimensions are 25 x 25 cm with 6D13 main reinforcement and 8-150 stirrup reinforcement.

Perencanaan Dinding Penahan Tanah Di Ruas Jalan Desa Tanjung Pakis Aji Jepara Faizah, Nur Laili; Umam, Khotibul; Rochmanto, Decky; Ariyanto
Jurnal Civil Engineering Study Vol. 4 No. 01 (2024): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v4i01.886

Retaining walls are a ground control technique that is very necessary to overcome landslides. As happened in the Tanjung Pakis Aji village area. It has steep slopes and there are indications that landslides often occur during the rainy season. The soil parameters that need to be known to plan soil retention walls for testing include specific gravity (Gs); 2.65 kN/m2, void number (e); 33.9, porosity 97.14, shear angle φ ; 29.71 ˚, soil cohesion (c) 24.5 kN/m2, dry soil volume weight (yd ) ; 1.18 kN/m3, wet soil volume weight (yb); 1.87 kN/m3, air content (Wn); 15.29%. Dimensional calculations, stability control, reinforcement of retaining walls are very important in planning retaining walls. The aim of this research is to plan a retaining wall at this location using a cantilever type retaining wall. The results show that the cantilever type retaining wall with dimensions H = 7 m, B = 3 m, T = 0.4 m, Tt and Th = 0.5, Lt = 1, Lh = 1.m, the cantilever is declared safe for the condition of the soil with a safety factor value of Fgs = 4.061 (safe), Fgl = 2.57 (safe), F carrying capacity = 6.62 (safe). From these calculations, reinforcement of types D19-250, D19-200, D19-200 can be obtained, with shrinkage reinforcement D13-100, D13-200.

ANALISIS DAMPAK LALU LINTAS AKIBAT RELOKASI PASAR HEWAN DI BANGSRI KABUPATEN JEPARA hilmatunniyah, saqifah; Umam, Khotibul; Adi saputro, Yayan
Jurnal Civil Engineering Study Vol. 4 No. 01 (2024): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v4i01.889

This analysis is motivated by the relocation of the bangsri animal market which began operating on August 25, 2022 this causes an increase in traffic load and because the market is a new place in terms of parking there are still problems such as irregularity in parking vehicles. Therefore, it is necessary to analyze the traffic impact due to the relocation of the bangsri animal market, after the analysis is carried out, the capacity of the bangsri 4-signaled intersection with the highest approach is the western approach of 830.55 smp with the highest degree of saturation on the northern approach of 0.68 and the highest delay occurs on the northern approach of 30.4 sec /mp with category D. At the intersection 3 unsignalized jerukwangi the capacity of the intersection is 1231 smp and the level of service is 0.41 with category B. analysis using Vissim Software is carried out at intersection 4 signaled bangsri output level of service is LOS D and intersection 3 unsignalized output level of service is LOS A Parking space requirements at the bangsri animal market that must be provided for motorcycles 99 SPR, light vehicles 94 SPR, and heavy vehicles 22 SPR.

Implementasi Software CSI ETABS dan CSI Detail Pada Gedung 15 Lantai Di Desa Ngeling Terhadap Peraturan SNI 2847 tahun 2019 Istiqomah, Nurul; Rochmanto, Decky; Umam, Khotibul
Jurnal Civil Engineering Study Vol. 4 No. 02 (2024): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v4i02.1051

A hospital is a health service institution that provides comprehensive individual health services that provide inpatient, outpatient and emergency services. The development of the human population will continue to increase from year to year. With this population growth, vertical development can help with this problem. In the era of digital globalization, there are many advanced technologies that can make things easier for people in various fields, including Civil Engineering. Based on this, the author carried out hospital construction planning using CSI ETABS and CSI Detail software analysis. In planning the hospital construction, it is planned to be 15 floors high using the SNI 2847 – 2019 reference with a concrete quality (fc') of 30 MPa. Based on this, the following planning results were obtained: roof plate with a thickness of 10 cm with reinforcement in the x direction Æ10-150 and reinforcement in the y direction Æ10-125; floor plate with a thickness of 10 cm with reinforcement in the x direction Æ10-150 and reinforcement in the y direction Æ10-125 (2) main beam I 350 x 700 lt. 1 main support reinforcement 6D13 and support stirrup reinforcement Æ10-125, field main reinforcement 6D13 and support stirrup reinforcement Æ10-325; main beam I 350 x 700 lt. 2-15 main support reinforcement 8D19 and support stirrup reinforcement Æ10-125, field main reinforcement 8D19 and support stirrup reinforcement Æ10-325; main beam I 350 x 700 lt. 16 main support reinforcement 7D19 and support stirrup reinforcement Æ10-125, field main reinforcement 7D19 and support stirrup reinforcement Æ10-325; main beam II 200 x 400 main support reinforcement 6D13 and support stirrup reinforcement Æ10-75, field main reinforcement 6D13 and support stirrup reinforcement Æ10-175; joist 150 x 300 main support reinforcement 5D19 and support stirrup reinforcement Æ10-100, field main reinforcement 4D19 and support stirrup reinforcement Æ10-150 (3) floor column. 1-5 120 x 120 with main reinforcement 40D25 and stirrup reinforcement Æ10-150; column floor 6-10 95 x 95 with main reinforcement 24D25 and stirrup reinforcement Æ10-150; lt column. 11-15 with main reinforcement 12D25 and stirrup reinforcement Æ10-150; lift column 30 x 30 with main reinforcement 8D25 and stirrup reinforcement Æ10-150 (3) foundation using 40 cm diameter spunpile, pile cap P5 280cm x 280cm, P7 280cm x 280cm, P9 280cm x 280cm and P12 380cm x 380cm using top reinforcement D13-100, bottom reinforcement and shrinkage reinforcement D22-100.

Informasi Analisis Kebutuhan Ruang Parkir Pada Area Wisata Religi Kadilangu Demak Zaim, Mohamad Zaim; Khotibul Umam; Ariyanto
Jurnal Civil Engineering Study Vol. 5 No. 01 (2025): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v5i01.1272

Kadilangu is one of the famous religious tourism destinations in Demak, Central Java. This high number of visitors leads to the need for adequate supporting facilities, including adequate parking areas. With the increase in the number of visitors, the problem of limited parking space began to become a major concern. This condition often causes traffic congestion, visitor inconvenience, and a decrease in the quality of the tourist experience. The design methodology is a series or frame of mind in the parking lot design process, the data analysis method is used to plan by utilizing knowledge and analyzing the behavior of the subjects involved. Generally, the data obtained through this method is in the form of interviews or questionnaires, so the results produced are more often in the form of numbers. Based on the data analysis carried out, it can be known the available static capacity and the need for parking space. If the need for parking space is greater than the available capacity, it means that the number of available parking spaces is not enough. On the other hand, if the need for parking space is smaller than the available capacity, it means that the number of available parking spaces is still able to accommodate vehicles that will be parked. From the results of the analysis, it was found that the parking space of Kadilangu Demak was able to meet the demand for the required parking space, with the note that the maximum number of parked vehicles was still below the value of the available static capacity.

Evaluasi Tingkat Kerusakan Jalan Sebagai Dasar Penentuan Perbaikan Jalan Raya Demak – Kudus KM 03 s/d KM 05 Saiful, Muhammad Saiful Anwar; Umam, Khotibul; Saputro, Yayan Adi
Jurnal Civil Engineering Study Vol. 5 No. 01 (2025): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v5i01.1273

The Demak – Kudus highway, precisely at KM 03 – 05, is one of the roads connecting two important cities, namely Demak and Kudus, which are included in the Collector road classification type. Bina Marga and PCI will be used as references in this study. Based on the results of the analysis when reviewed using the Bina Marga Method, the average Priority Sequence value was obtained of 5.96 which is included in the Priority B class category, while from the results of the analysis Based on the results of the analysis when reviewed using the PCI (Pavement Condition Index) Method, the PCI value was obtained of 54 which is included in the moderate (fair) category. The highest percentage of damage occurred in Patch damage, namely with a result of (56.279%), then the second percentage occurred in Crocodile Crack damage of (26.455%), Grain Release obtained results of (14.462%), Hole damage obtained results of (0.848%), Elongated Damage obtained results of (0.795%), Block Cracks obtained results of (0.661%), Sungkur obtained results of (0.485%) and the lowest percentage occurred in the Jembul type of damage with a result of (0.015%). The results of the analysis of both methods from Bina Marga and PCI (Pavement Condition Index) concluded that the Demak - Kudus highway has a moderate level of damage (fair) and for the type of road maintenance or road maintenance actions, a routine/periodic maintenance program can be carried out.

Implementasi Hec-Ras Dalam Penanggulangan Bencana Hidrometeorologi Spesifikasi Banjir Di Wilayah Kecamatan Juwana Kabupaten Pati Rosita, Indah; Hidayati, Nor; Umam, Khotibul; Faqih, Nasyiin; Roehman, Fatchur; Arif Hidayat; Agus Setiawan
Jurnal Civil Engineering Study Vol. 5 No. 02 (2025): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v5i02.1295

Bencana banjir yang sering terjadi di Kecamatan Juwana, Kabupaten Pati, memerlukan upaya mitigasi yang efektif untuk mengurangi risiko dan dampaknya. Penelitian ini bertujuan untuk mengidentifikasi debit banjir rencana, menganalisis implementasi perangkat lunak HEC-RAS dalam pemodelan hidraulik, serta mengintegrasikan hasilnya dengan GIS untuk visualisasi zona rawan banjir. Analisis hidrologi dilakukan untuk menghitung debit banjir rencana menggunakan metode Rasional, Der Weduwen, Haspers, dan HSS Nakayasu. Simulasi hidraulik menggunakan HEC-RAS memberikan informasi mendalam mengenai profil muka air, kedalaman genangan, dan kecepatan aliran sungai pada berbagai titik sepanjang Sungai Silugonggo. Hasil penelitian menunjukkan debit banjir rencana mencapai puncak metode Rasional 2903,2192 m3/s, Der Weduwen 2291,861827 m3/s, Haspers 4433,007922 m3/s, dan Nakayasu 6114,1573 m3/s. Simulasi HEC-RAS berhasil memodelkan aliran sub-kritis (angka Froude < 1) dengan kedalaman genangan hingga 3 meter pada beberapa titik kritis. Integrasi dengan GIS menghasilkan peta risiko banjir yang memvisualisasikan area terdampak secara akurat, yang sangat berguna untuk perencanaan mitigasi bencana. Hasil integrasi ini menghasilkan peta risiko yang dapat digunakan sebagai acuan dalam penanggulangan bencana banjir. Metode yang lebih komperhesif yaitu Metode Nakayasu karena memiliki keunggulan dalam perhitungan hidrograf aliran dari waktu ke waktu. Penelitian ini menyimpulkan bahwa kombinasi HEC-RAS dan GIS merupakan pendekatan yang efektif dalam penanggulangan banjir, baik untuk identifikasi risiko maupun perencanaan infrastruktur pengendalian banjir. Penerapan hasil penelitian ini diharapkan dapat membantu pemerintah dan masyarakat dalam mengurangi dampak bencana banjir di Kecamatan Juwana.

Co-Authors AA Sudharmawan, AA Abd. Muhaimin Abdul Aziz Abdul Bari Abdul Muhid, Abdul Abdurrahim, Wahyudi Sarju Abdurrohman, Abdurrohman Achmad Fiqhi Ibadillah Achmad Rafiul Umam Adi Yusuf Adrianto Dwi Nugroho Agung Prasetyo AGUS SETIAWAN Agus Supriyadi Ah Yusuf, Ah Ahmad , Arrisal Khoirudin Ahmad Tubagus Surur Ahmat Wakit Aini, Quratul Ainul Yaqin Akhiroh, Puji Al Faruq, Allamuddin Alfan, Thariq Alfarizi, Lutfi Ali, Jaka Sayidina Alim, Iman Nur Alim, Jawad Syahirur Allamuddin Al Faruq Amellia Mardhika Aminullah, Agus Amir Mahmud Amirul Mukminin Amri, Andi Ana Pratiwi Andhika Fahdkhansyah Andung Jati Nugroho Anestasia Pangestu Mei Tyas Anwar, Iskandar Fahmi Apriliyani, Meli Ardhi Harist Hirosana ARDIANSYAH ARDIANSYAH Arif Arif ARIF HIDAYAT Arikah Dwi Maharani Ariyanto Ariyanto Ariyanto Ariyanto Ariyanto Arpilleda, Alcher J. Asiya, Siti Asnawan Asnawan, Asnawan Asriatik‎, Asriatik‎ Aufa, Muhammad Fikri Aufan, Muhammad Haikal Azhari, Muhammad Holqi Rizki Azizi, Nadya Apriza Azzahra, Lilisa Bramantyo Satrio Kinayungan Budi Wicaksono Ilyas Brian Maualan, Husni budi hartono Choirul Anam Decky Rochmanto Decky Rochmanto, Decky Desti Setiyowati Dewi Astriany Dewi, Tantri Tristiana Dhani, Ahmad Dhian Marhaendri Kakantini Diah Nuraini Diah Ratna Sari Dian Eko Santoso Diana Rahmawati Dwi Maulida Dyah Purbaningrum Eko Kurniasih Pratiwi EKO WAHYUDI El Amin, Faris Endah Sri Wijayanti Fadilah Hasanah, Fadilah Fadliyah, Lailatul Fadllan Fadllan Fahmi Husaeni Fahmi Medias Fahrurrozi Fahrurrozi Faizah, Nur Laili Falah, Moh. Zainul Fanni Okviasanti Faqih, Nasyiin Fara Fitriatul Fauziah Faraasyatul ‘Alam, Ghasa Farid, Mohtazul Farihah, Umi Fatchur Roehman Fathiyaturrahmah Fatichatus Sa’diyah Fatmawati, Erma Fatoni, Akbil Maulana Fauzan . Febriani, Ayu Ferry Efendi Fitri Kartiasih Furqon, Imahda Khoiri Ghafur, Muhammad Gojali, M. Imam Gunawan, Jujun Guntoro, Aldi Habibah, Mita Nur Haniah Ilhami Hari Dwi Utami Harianto, Rony Haridah, Haridah Hasnah Haron Hendik, Ach. Hidaayah, Nur Hidayati, Novi Itsna Hidayati, Titiek Rohanah Hilma, Auliya hilmatunniyah, saqifah Hilmi Taftajani Hoiruddin, Hoiruddin Holil, Moh I Nyoman Budiono Iklim Matunasia Aci Ilham Bustomi Ilkafah Ilkafah, Ilkafah Imron Fauzi Inayah, Muhti Nur Indah Farida Indira Murty, Maulida Inqidloatul Amaniyah Intan Bungo Islami Irfan Bukhori Irfan, Didin Ali Irma Erika Herawati Irwan Sudarisman Istianah Istianah Iswatun, Iswatun Ivan Hardi Nurul Ikhsan Izzati, Billa Jadid, Miftahul JOKO SUSANTO Joko Susanto Julianto‎, Julianto‎ Junaidi Junaidi Juwaidah Sharifuddin Kakantini, Dhian Marhaendri Kartika, Aprilia Ayu Karyani, Sri Khoirul Adib Kuswanto Kuswanto Lailiyah, Istiq Lia Faridah Lidyana, Novita Lukmanul Hakim Lutfiandini, Cherlys Tin Luthfi, Moh. M.Farm., Apt., 1 Drs. Cece Supriatna, Maemonah, Maemonah Maghfiroh, Mamluatul Mahdi, Nisful Makhfudli Makhfudli maksunah, Unstiati Mariani, Hulya MARLINA, LILIS Maskur Masluri Masnida Masnida Maya Rini Handayani Medawati, Riris Meri Rahmi Mochammad Ilham Rohwandi Moh Muslimin Moh. Sahlan Mohamad Erihadiana, Mohamad Mohammad Hefni Mokhammad Iklil Mustofa Mu'allimin, Mu'allimin Mu'is, Abdul Mubarok, Ahmad Fauzan mubarok, akhmad munif Muhadzib Al-Faruq, Muhammad Naufal Muhamad Ihsan Muhammad Fauzan Maulidhani Muhammad Haikal Zaki Muhammad Ridho Satria muhammad rizky, muhammad Muhith, Abd Muhrodi, Muhrodi Mukti, Doni Karisma Munana, Nila Munira Munira, Munira Muqaimatul Badriyah Murady, Iklimah Mursalim Mursalim Mustajab , Mustajab Musyaffaq, Mirza Izzal Nadia Azalia Putri Nahdhudin, Muhammad Najibur Rohman Nana Supriatna Nanang Febrianto Nasution, Muhammad Guntur Hamonangan Nasution Nisa’ Andawiyah, Khoirun Nisa’, Khoirun Nofiawaty Nofiawaty Noor Miyono Nor Laila, Azzah Noval Aditya Ramadhan Nur Aima Shafie Nur Cahyo Hendro Wibowo, Nur Cahyo Hendro Nur'Aini, Siti Nurhasanah, Elis Nurjanna, Afifah Basmah Nurjannah, Riska Nurul Fauziyah Nurul Istiqomah Nurzahwa, Cindy Lusiana Nur’aini, Siti Obianto, Agung Oktarina, Kurnia Paramadita, Yayuk Prasetya, Herry Puguh Prastyo, Yudi Priyo Sugeng Winarto putri lathifah, shofi Qomariah, Lailatul Qomaruddin, Mochammad Qomaruzzaman, Ahmad Rachmatullah Rahman, Musyfiqur Rahmat Busono, Milzam Rangga Sidiq Permana raudatul jannah Rendy, Oktarisa Aviska Rindayati, Rindayati Rini Handayani , Maya Risfayanti, Iffa Riza Alfita Rofiki, Ahmad Rohmah, Zaidatur Rohman Rohman Rohman Rohman, Najibur Rohmatin, Aris Rohwandi, Moch Ilham Rony Harianto Rony Wijanarko Rosita, Indah Rukanah, Rukanah Rumini - S.Farm., M.HKes., Apt., Rizki Rahmah Fauzia, Sadiyah, Fatichatus Said Junaidi Saiful Bahri Saiful Bakhri Saiful, Muhammad Saiful Anwar Sairozi, Ali Sakinah Sakinah Sandra, Edhy Saputro, ST., MT., Yayan Adi Saputro, Yayan Adi Sari, Risma Sukma Putri Saskia Narulita SETIAWAN, Ahmad Shalihah, Imraâ€™atus Shiska Fauziah Sholeha, Mar’atus Siti Hasanah Siti Kadariah Siti Nur Aini, Siti Nur Siti Sofro Sidiq solichin, nur mifchan Sri Wijayanti, Endah St Mislikhah Subaidi Subaidi, Subaidi Subakri Subakri Sucipto Sucipto Sudharto Sudharto Sufiya, Ikhwanus Sufiyanto, Mohammad Imam Suhaimi, Annisa Suhardi, Andi Sukri, Hanifudin Sulistyowati Suseno Suseno Suwardi, Ahmad Syafiuddin Syafiuddin SYAIFUL BAHRI Syaiful Rizal Syamsuddin Syamsul Hadi Syarif, Muhamad Rasyid Syaugi, Ahmad Syifa, Achrijal Shohib Arya Tama, Berlian Widya Tarsono Tarsono Tarsono Taufiq Akbar, Imam Tira Roesdiana Trisma Jaya Saputra Triyana Triyana Ubaidillah Ubaidillah Ubaidillah, Achmad Umarul Faruq Umi Baroroh, Umi Wahyu Tri Handoko Wau, Taosige Wenty Dwi Yuniarti, Wenty Dwi widias tuti, iin Winoto, Suhadi Wulan Suci Ramadhaniah Yulkarnain Harahab Yunus Yunus Yustianingsih, Heni Yusuf, Muhammad Zulfikar Zaim, Mohamad Zaim Zainal Abidin

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