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Pembinaan dan Sosialisasi Kewaspadaan Bencana Di SMP Negeri 2 Meureubo Kabupaten Aceh Barat Febrianti, Dian; Farizal, Teuku; Tripoli, Bambang; Mawardi, Edi; Djamaluddin, Rahmat; Agusmaniza, Roni; Azhar, Azhar
Joong-Ki : Jurnal Pengabdian Masyarakat Vol. 4 No. 3: Mei 2025
Publisher : CV. Ulil Albab Corp

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56799/joongki.v4i3.8919

Abstract

Indonesia, sebagai negara dengan risiko bencana tinggi akibat terletak di jalur cincin api, memerlukan program peningkatan kesadaran bencana, terutama di daerah rawan seperti Kabupaten Aceh Barat. Kegiatan pembinaan dan sosialisasi kewaspadaan bencana di SMP Negeri 2 Meureubo bertujuan untuk meningkatkan pengetahuan dan kesiapan siswa menghadapi bencana. Metode yang digunakan mencakup perencanaan, sosialisasi interaktif, simulasi evakuasi, dan evaluasi untuk menilai pemahaman siswa. Hasil kegiatan menunjukkan peningkatan pemahaman siswa tentang ancaman bencana dan keterampilan mitigasi yang signifikan. Antusiasme siswa dalam berpartisipasi dan dukungan aktif dari guru turut memperkuat proses pembelajaran. Selain itu, kegiatan ini berpotensi menciptakan dampak luas bagi komunitas dengan meningkatkan kesadaran tentang pentingnya kesiapsiagaan bencana. Program ini tidak hanya membekali siswa dengan pengetahuan praktis, tetapi juga mendorong terbentuknya budaya kesiapsiagaan bencana di lingkungan sekolah dan masyarakat.
FIBER CONCRETE STUDY WITH THE ADDITION OF PALM SIGNS ON THE COMPRESSIVE STRENGTH OF CONCRETE Farizal, Teuku; Rahman, Aulia; Basrin, Defry; Febrianti, Dian; Murhaban, Murhaban
International Journal of Social Science, Educational, Economics, Agriculture Research and Technology (IJSET) Vol. 2 No. 4 (2023): MARCH
Publisher : RADJA PUBLIKA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54443/ijset.v2i4.152

Abstract

Concrete is part of a construction formed by a mixture of cement, water, fine aggregate, coarse aggregate either crushed stone or gravel and other mixed materials. Fiber concrete is concrete whose method of manufacture is added with fiber, both man-made fiber and natural fiber such as palm fruit bunches. The addition of palm fruit bunches to the concrete mix is ​​expected to increase the compressive strength of concrete. The percentage of addition of palm marks is 6%, 8% and 11% by weight of cement with FAS 0.35. The test object used was a cube (15 x 15 x 15) cm with a total of 12 test objects for 7 days of age and 12 test objects for 28 days of age. The results of the 7-day average compressive strength test for BTTS were 310.76 kg/cm2, BDTS (6%) were 260.23 kg/cm2, BDTS (8%) were 237.83 kg/cm2 and BDTS (11%) were 244.67 kg/cm2. cm2. Testing the compressive strength at an average age of 28 days obtained results for BTTS of 342.20 kg/cm2, BDTS (6%) of 294/18 kg/cm2, BDTS (8%) of 269.42 kg/cm2 and BDTS (11%) of 279.72 kg/cm2. From the results of the compressive strength test, the average test age of 7 days and 28 days shows that the addition of palm fiber can reduce the compressive strength of concrete in all variations, namely 6%, 8% and 11%.
RESEARCH STUDY OF THE EFFECT OF VARIATION OF CEMENT WATER FACTOR IN BREACH WATER CONCRETE FACTING USING ADMIXTURE ON THE COMPRESSIVE STRENGTH OF CONCRETE Farizal, Teuku; Basrin, Defry; Samsunan; Febrianti, Dian; Amin, M. Arrie Rafshanjani
International Journal of Social Science, Educational, Economics, Agriculture Research and Technology (IJSET) Vol. 2 No. 5 (2023): APRIL
Publisher : RADJA PUBLIKA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54443/ijset.v3i1.153

Abstract

Admixture is an additional ingredient in concrete that is added when mixing concrete takes place in the hope of changing the properties of concrete to make it more suitable for a particular job. In this study, the material used was Sikacrete W with a percentage of 0%, 13% and 16% by weight of cement. The specimens used were cylinders (15 x 30) cm of 12 specimens for each FAS. FAS variations in this study included 0.35, 0.40 and 0.50 with a test age of 28 days. The results of this study, for FAS 0.35 the average concrete compressive strength for STATPLA was 280.24 kg/cm2, STATPDA was 110.38 kg/cm2, SDATPDA (13%) was 244.00 kg/cm2 and SDATPDA (16%) was 256.89 kg/cm2. FAS 0.40 average concrete compressive strength for STATPLA is 272.09 kg/cm2, STATPDA is 94.37 kg/cm2, SDATPDA (13%) was 237.18 kg/cm2 and SDATPDA (16%) was 249.18 kg/cm2. FAS 0.50 average concrete compressive strength for STATPLA was 238.83 kg/cm2, STATPDA was 74.05 kg/cm2, SDATPDA (13%) was 192.22 kg/cm2 and SDATPDA (16%) was 202.23 kg/cm2. These results indicate that there is an influence on FAS variations in concrete casting in brackish water with the addition of admixture.
ANALISIS DURASI dan PERHITUNGAN BIAYA PENYUSUTAN (DEPRESIASI) ALAT BERAT EXCAVATOR Febrianti, Dian; Zakia, Zakia
JURNAL TEKNIK SIPIL Vol 8, No 1 (2019): Volume 8, Nomor 1, Mei 2019
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jts.v8i1.12331

Abstract

Keberhasilan suatu proyek dilihat dari keuntungan yang didapatkan dan kecepatan dalam menyelesaikan proyek tersebut, sehingga faktor pemilihan alat berat sangat penting dalam keberhasilan suatu proyek. Biaya penggunaan alat berat yang tinggi, berpengaruh pada konstribusi alat berat terhadap pelaksanaan proyek maka permasalahan yang timbul pada penelitian ini bertujuan untuk menganalisis biaya dan waktu penggunaan salah satu alat berat, yaitu excavator. Permasalahan diatas mendasari penelitian ini untuk mencari durasi penggunaan alat berat excavator dengan metode barchart untuk mengetahui berapa lama durasi penggunaannya dan selanjutnya menghitung biaya penyusutan (depresiasi) alat berat dengan menggunakan metode garis lurus untuk mengetahui nilai sisa alat setelah pemakaian alat dan yang terakhir untuk menghitung biaya penggunaan alat berat menggunakan Analisis Harga Satuan Pekerjaan (ASHP). Penelitian ini dilakukan pada pekerjaan timbunan pilihan pada proyek peningkatan jalan alun-alun suka makmue - jalan lingkar timur ibu kota tahap II kabupaten Nagan Raya. Berdasarkan hasil perhitungan dengan menggunakan metode barchart maka diperoleh waktu penggunaan alat berat pada pekerjaan timbunan pilihan adalah excavator 36 hari. Selanjutnya hasil perhitungan depresiasi alat berat mengalami penurunan nilai asetnya adalah excavator tipe hitachi Rp.136.000.000/tahun, excavator tipe komathatsu Rp.53.000.000/tahun, dan terakhir hasil mehitung biaya sewa penggunaan alat berat adalah excavator tipe hitachi sebesar Rp.365.300/hari, excavator tipe komathatsu sebesar Rp.409.400.,00/hari. Kesimpulan yang didapat pada penelitian ini adalah pengunaan alat berat yang optimal dapat mengghemat penggunaan biaya sewa alat berat.Kata kunci : Alat berat, Durasi, DepresiasiThe success of a project is seen from the benefits obtained and the speed in completing the project, so that the selection factor of heavy equipment is very important in the success of a project. The cost of using heavy equipment is high, affecting the contribution of heavy equipment to the implementation of the project, the problems that arise in this study aim to analyze the cost and time of use of one of the heavy equipment, namely an excavator. The above problems underlie this study to find the duration of the use of excavator heavy equipment with the barchart method to determine how long the duration of use and then calculate the depreciation of heavy equipment using the straight-line method to determine the remaining value of the tool after use of the tool and the last to calculate the cost heavy equipment use using Job Unit Price Analysis (ASHP). This research was carried out on selected heap work on a road improvement project in the town square like makmue - the eastern ring road of the second stage capital of Nagan Raya district. Based on the results of calculations using the barchart method, it is obtained the time of heavy equipment usage on the selected pile job is 36 days excavator. Furthermore, the calculation of the depreciation of heavy equipment experienced a decrease in the value of its assets are hitachi type excavators Rp. 136,000,000 / year, komathatsu type excavators Rp. 53,000,000 / year, and finally the result of calculating the rental cost of heavy equipment is hitachi type excavators Rp.365,300 / day, komathatsu type excavators of Rp. 409,400 .00 / day. The conclusion obtained in this study is that the optimal use of heavy equipment can save the use of heavy equipment rental costs.Keywords: Heavy equipment, Duration, Depreciation
PEMBERDAYAAN MASYARAKAT DENGAN DIFERENSASI PRODUK MAKANAN DAN MINUMAN DARI DAUN KELOR GUNA MENGEMBANGKAN KREATIVITAS MASYARAKAT Wuryanti, Lestari; Lukman, Iing; Nursari, Ayu; Lingga Ramadan, Arya Rama; Fitri, Cut; Febrianti, Dian; Laurenza, Dinda
Jurnal Bakti Masyarakat Manajemen Vol 2, No 2 (2022): Volume 2 Nomor 2 Tahun 2022
Publisher : Program Studi Manajemen Fakultas Ekonomi dan Manajemen Universitas Malahayati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33024/jbmm.v3i1.11548

Abstract

Many Indonesian people do not know that Moringa leaves can be used and used as an innovative management of food and beverage products that are beneficial to the body. Seeing the potential produced from Moringa leaf plants as a product management material, it can be used as an effort to increase the income of local communities through community creativity development programs. With this program activity, it is hoped that it can improve the skills of the people of Srengsem Village, Panjang District, Bandar Lampung. The purpose of this Proker, apart from increasing community creativity, also introduces the basics of MSME and provides product innovation to the people of the Srengsem area, Panjang District, Bandar Lampung. The importance of MSME is the motivation for holding product innovation introduction activities through our work program, namely the development of community creativity towards Moringa leaves as food and beverage product innovations. Micro, Small and Medium Enterprises (MSME) are businesses run by individuals, households, or small business entities. The writing method used in collecting data is by using direct observation in Srengsem village, Panjang district, Bandar Lampung.
Analisis Biaya Operasional Alat Berat pada Pekerjaan Timbunan Febrianti, Dian; Zakia, Zakia; Mawardi, Edi
Tameh Vol. 10 No. 1 (2021): Tameh: Journal of Civil Engineering
Publisher : University of Muhammadiyah Aceh

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37598/tameh.v10i1.131

Abstract

Heavy equipment plays an important role in construction work, especially road construction work. The advantage of using heavy equipment is that it can get the job done faster. Improper use of heavy equipment will cause losses, so an analysis of operational costs is very necessary. Accurate and complete calculation of heavy equipment operational costs will help companies to make decisions, especially from a financial perspective. The purpose of this study was to determine the analysis of the operating costs of heavy equipment, and to know the proper and proper handling of heavy equipment. Cost analysis on heavy equipment is expected to provide benefits to be able to plan heavy equipment management in a coordinated, effective and sustainable manner. This research was conducted on the project Peningkatan Jalan Alun-Alun Suka Makmue-Jalan Lingkar Timur Ibu Kota Tahap II which is located in the district Nagan Raya. This study uses a qualitative method with a descriptive approach, namely research that seeks to describe problem solving based on data that will be obtained in the field. This research was conducted on four types of heavy equipment, namely excavators, motor graders, vibrator rollers and water tanker trucks. The results of the calculation of the operational cost analysis of excavator heavy equipment Rp. 738,617 per hour, motor grader Rp. 572,401 per hour, vibrator roller Rp. 499,735 per hour and water tanker truck Rp. 348,859 per hour. From the results obtained, it shows that for heavy equipment excavators and motor graders there has not been a return on capital, while for heavy equipment vibrator rollers and water tankers there has been a return on capital. So for heavy equipment, vibrator rollers and water tanker trucks, it is feasible to replace them with new tools
Kajian Ulang Perencanaan Geometrik Simpang Simpang Tak Bersinyal Berdasarkan Highway Capacity Manual Tripoli, Bambang; Febrianti, Dian; Mawardi, Edi; Zulyaden, Zulyaden; Supriadi, Supriadi
Tameh Vol. 10 No. 2 (2021): Tameh: Journal of Civil Engineering
Publisher : University of Muhammadiyah Aceh

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37598/tameh.v10i2.162

Abstract

Simpang Empat Jeuram Nagan Raya is often mentioned by local people as “Simpang Peut” is the main route of the city's arterial road serving traffic movement between districts or between provinces, which is located in Kuala District, Nagan Raya Regency. The intersection has four arms, serving the flow of 4 lanes of the main road with a median and 2 lanes of minor roads connecting the route for offices, residential residents, trade and as a route to the city center. The problem that is raised and also the purpose of research is how the performance of the intersection to traffic volume occurs in the four arms and distinguishes the difference between the current calculation and previous research. The limitations of the discussion are the research location at Simpang Empat Jeuram, the performance of the intersection based on the 1993 HCM method, side barriers and not predicting previous research. Based on the results, the current volume is 3,310 pcu/hour with a composition of 2,789 pcu/hour. The capacity of 4,009 pcu/hour is above the existing volume which is categorized as not jammed or not saturated. Side barriers 1,328 events are categorized as commercial areas and roadside market activity is very high. The degree of saturation is 0.70 < DS (DS < 0.80 - 0.90) with an average delay of 7.95 seconds/pcu and a queue length of 40% - 20% with a service level D where the current is unstable and sometimes has to slow down the speed of 43 km/hour. Previous research has shown significant results, because the increase in vehicles has continued to increase by 75% in the last 3 years.
Pengaruh Penggunaan Lapis Tipis Beton Aspal pada Lajur Tanjakan Preservasi Jalan: (Studi Kasus: Aceh Tengah - Nagan Raya - Lhok Seumot - Jeuram) Ramadhana, M. Ramadhana; Zakia, Zakia; Febrianti, Dian
Tameh Vol. 11 No. 2 (2022): Tameh: Journal of Civil Engineering
Publisher : University of Muhammadiyah Aceh

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37598/tameh.v11i2.234

Abstract

Asphalt, also known as bitumen, is a mixture of binders used as road preservation. On the BTS road preservation project package. Central Aceh/Nagan Raya – Lhok Seumot – Jeuram (MYC) uses a thin layer of Asphalt Concrete as a treatment for road damage. Asphalt concrete thin layer is a hot asphalt mixture that can be used as a surface layer on road pavement which functions as a road preservation layer. The problem raised and also a research is how the feasibility of a thin layer of asphalt concrete on an incline. The method used in this study is based on testing Job Mix Asphalt, Traffic Counting, and direct observation of asphalt work in the field as well as supporting data in the form of information from consultants or contractors. Asphalt concrete thin layers cannot be used on incline lanes because the asphalt road contains a very fine aggregate mixture. Comparison of thin layers of asphalt concrete with AC – BC using the Traffic Counting method explains that vehicles passing on roads using thin layers of asphalt concrete on the dominant incline lane are more vehicles unable to climb compared to vehicles passing on roads using asphalt AC – BC. The use of a thin layer of asphalt concrete cannot be used for incline lanes, but a thin layer of asphalt concrete is highly recommended for the use of asphalt roads in urban areas.
DESA WISATA EKANG: POTENSI DESA WISATA BERDASARKAN KOMPONEN PARIWISATA 6A Febrianti, Dian; Fatimah, Siti
Puteri Hijau : Jurnal Pendidikan Sejarah Vol. 9 No. 1 (2024): PUTERi Hijau: Jurnal Pendidikan Sejarah
Publisher : Department of History Education, Faculty of Social Science, Universitas Negeri Medan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24114/ph.v9i1.55885

Abstract

This research discusses the potential of the Ekang Tourism Village in Ekang Anculai Village using the 6A tourism components, namely, Attractions, Accessibility, Amenities, Available Packages, Activities, Ancillary Services. The aim of this research is to find out what natural and artificial attractions or special interests the Ekang Tourism Village has which are the potential of the Ekang Tourism Village. This research uses a historical research method with four steps, namely, (1) Heuristics (collecting sources), (2) Criticism of both internal and external sources, (3) Interpretation, (4) Historiography, namely compiling facts and their meaning. chronologically. /diachronic in written form. The results of this research show that there are 6A tourism components in the tourism potential of Ekang Tourism Village, namely attractions which include natural and artificial attractions or special interests. Adequate Accessibility for cars and motorbikes. The Amenities at Ekang Tourism Village include accommodation, restaurants, SPA, prayer rooms and meeting rooms. Available Packages that have been planned by the management of Ekang Tourism Village. Activities include exploring the village, horse riding, gardening and others. There are Ancillary Services including security, tour guides, TIC, telecommunications networks and adequate health.
Analisis Kelayakan Ekonomi Bangunan Bronjong Tebing Sungai Dalam Upaya Pengendalian Erosi febrianti, dian; Safriani, Meylis; Zakia, Zakia
Teras Jurnal : Jurnal Teknik Sipil Vol. 12 No. 1 (2022): Volume 12 Nomor 1, Maret 2022
Publisher : UNIVERSITAS MALIKUSSALEH

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29103/tj.v12i1.611

Abstract

Abstrak Studi Kelayakan sangat diperlukan oleh banyak kalangan seperti investor atau pemerintah. Salah satu program pemerintah untuk mensejahterakan masyarakat adalah dengan membangun fasilitas atau konstruksi yang dapat berpengaruh pada perekonomian masyarakat atau untuk keselamatan masyarakat, salah satunya yaitu bronjong. Pembangunan bronjong sebagai tebing sungai di Desa Padang Mancang, Kecamatan Kaway XVI, Kabupaten Aceh Barat diharapkan dapat memberikan keselamatan bagi warga yang tinggal di sekitar sungai dikarenakan pengikisan tebing sungai yang semakin parah. Pembangunan bronjong ini disarankan dapat menjadi bahan evaluasi bagi Dinas PU Pengairan untuk mengetahui tentang studi kelayakan ekonominya. Biaya modal yang dikeluarkan untuk pembangunan bronjong adalah sebesar Rp. 8.684.106.116,- dan biaya tahunan yang dikeluarkan (biaya operasional dan pemeliharaan) adalah sebesar Rp. 37.111.565,-. Manfaat yang diperoleh dengan adanya pembangunan bronjong didapat senilai Rp. 7.214.000.000,-. Studi Kelayakan Ekonomi Pada Pembangunan Bronjong Tebing Sungai bertujuan untuk mengetahui layak atau tidak proyek tersebut dijalankan dengan menggunakan metode NPV (Net Present Value), dan BEP (Break Even Point). Studi kelayakan ini menggunakan suku bunga 5% dan umur ekonomi bangunan 65 tahun. Hasil nilai NPV yang diperoleh sebesar Rp. 397.600.237,- atau NPV > 0 dan BEP terjadi pada tahun ke-60 bulan ke-6, sehingga waktu pengembalian modal kurang dari umur ekonomis proyek, yaitu 65 tahun. Kesimpulan dari hasil penelitian ini menunjukkan bahwa proyek pembangunan bronjong ini layak dilaksanakan dan dibangun untuk menghindari erosi pada tebing sungai. Kata kunci: Studi Kelayakan, bronjong, NPV, BEP.  Abstract A feasibility study is needed by many groups such as investors or the government. One of the government's programs for the welfare of the community is to build facilities or construction that can affect the economy of the community or for the safety of the community, one of which is the gabion. The construction of gabions as river cliffs in Padang Mancang Village, Kaway XVI District, West Aceh Regency is expected to provide safety for residents living around the river due to the increasingly severe erosion of river cliffs. The construction of gabions is suggested to be used as evaluation material for the Dinas PU Pengairan to find out about its economic feasibility study. The capital cost spent for the construction of gabions is Rp. 8,684,106,116, - and the annual cost incurred (operational and maintenance costs) is Rp. 37,111,565, -. The benefits obtained from the construction of gabion are valued at Rp. 7,214,000,000, -. The Economic Feasibility Study on the Development of the River Cliffs Gabion aims to determine whether the project is feasible or not to be carried out using the NPV (Net Present Value) and BEP (Break Even Point) methods. This feasibility study uses primary data, secondary data and assumptions to be used in the calculation of cash flow analysis. By using an interest rate of 5% and an economic age of 65 years, the NPV value obtained is Rp. 397,600,237, - and BEP occurs in the 60th year of the 6th month. The results of the three methods indicate that the gabion construction project is feasible to implement or build. Keywords: Feasibility Study, Gabion, NPV, BEP