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All Journal Teras Jurnal PengabdianMu: Jurnal Ilmiah Pengabdian kepada Masyarakat Portal: Jurnal Teknik Sipil Vocatech : Vocational Education and Technology Journal Jurnal Pengabdian Masyarakat (ABDIRA) Jurnal Sipil Sains Terapan
Gani, Fauzi A.
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Aerospace Engineering Agriculture, Biological Sciences & Forestry Civil Engineering, Building, Construction & Architecture Computer Science & IT Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Environmental Science Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Mechanical Engineering Nursing Public Health Social Sciences Other

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Studi Karakteristik Marshall pada Aspal Porous dengan Penambahan Abu Cangkang Kopi sebagai Filler Sulaiman, Sulaiman; Gani, Fauzi A.; Miswar, Khairul; Gusrizal, Gusrizal; Maulana, Adi
Portal: Jurnal Teknik Sipil Vol 15, No 2 (2023): October Edition
Publisher : Politeknik Negeri Lhokseumawe

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30811/portal.v15i2.4944

Abstract

The type of pavement used in Indonesia is generally flexible pavement. Porous asphalt is one of the flexible pavement layers. Porous asphalt is a mixture of asphalt concrete with a high content of air voids in the mixture. The purpose of the study was to determine the composition and characteristics of porous asphalt with coffee shell substitution as a filler. Aggregate gradation used open gradation or uniform graded with variations in asphalt content of 3.2%, 3.7%, 4.2%, 4.7% and 5.2% before being substituted for coffee shells, using 60/70 penetration asphalt as a binder. The results of testing and calculation of Marshall parameters to determine KAO, obtained an optimum asphalt content of 4.7% with a stability value of 804 kg, flow 3.3 mm, VIM 19.2%, and MQ 249.4 kg/m. After the KAO was obtained, the specimens were made with variations of coffee shell substitution of 0.5%, 1%, 1.5%, 2% and 2.5%. Marshall test results obtained the optimum composition of coffee shell content at 1% composition with a stability value of 1474 kg, flow 3.1 mm, VIM 13.8%, and MQ 475.6 kg/m. The optimum coffee shell content is determined by the results of the ups and downs of a graph. The test results are evidenced by the increase in the value of the graph on the value of stability, flow, and MQ.
Perencanaan Drainase Air Kotor pada Pekerjaan Penataan Kawasan Bendungan Paya Seunara Kota Sabang Gani, Fauzi A.; Irham, Irham
Portal: Jurnal Teknik Sipil Vol 16, No 3 (2024): October Edition
Publisher : Politeknik Negeri Lhokseumawe

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30811/portal.v16i3.6354

Abstract

Paya Seunara Dam is one of the water sources to meet the raw water needs of Sabang City. Around the location there are public facilities from PDAM Sabang City, as the provider of drinking water for Sabang City. The Paya Seunara Dam has a flooded area of 98.00 ha and is prepared to accommodate water with an effective capacity of 934,024 m³. The current condition of the dam is that the drainage of dirty water (wastewater drainage) of residents around the dam is carried out by directly disposing of household waste into the dam. This can result in reduced water quality in the dam. It is not allowed to dispose of wastewater from bathing, washing and kitchens of residents around the Paya Seunara Dam in Sabang City into the dam without prior wastewater treatment. It is recommended to use a mixed system septic tank with an outlet to the infiltration field for the number of bathing, washing and kitchen wastewater producers of more than 10 people in locations with low groundwater (SNI 2398:2017). The capacity of the septic tank and infiltration field described in this technical justification is for 50 people. The calculation was carried out using the SNI 2398:2017 method. From the design results, two septic tanks and infiltration fields were obtained for a capacity of 50 people each. The dimensions of the septic tank obtained from the calculation results are 3.8 m long, 2.7 m wide, and 1.939 m high.
Membangun Partisipasi Pemda Aceh Utara pada Penyusunan Qanun Tentang Pengelolaan Aset Daerah: Building North Aceh Regional Government Participation in Preparation Qanun Concerning Regional Asset Management Mukhlis, Mukhlis; Faisal, Faisal; Muammar, Muammar; Tasyukur, Tasyukur; Gani, Fauzi A.
PengabdianMu: Jurnal Ilmiah Pengabdian kepada Masyarakat Vol. 9 No. 5 (2024): PengabdianMu: Jurnal Ilmiah Pengabdian kepada Masyarakat
Publisher : Institute for Research and Community Services Universitas Muhammadiyah Palangkaraya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33084/pengabdianmu.v9i5.6333

Abstract

The qanun design process refers to Aceh Qanun Number 5 of 2011 concerning Procedures for Forming Qanuns. Article 22 of the Qanun states that the community provides verbal/written input in forming the Qanun. North Aceh Regional Government participation and community input on the draft revision of regional property management qanun was carried out through Focus Group Discussions (FGD). Existing Qanuns related to Regional Property must be adjusted to Government Regulation 28 of 2020 concerning the Management of State or Regional Property. This activity was carried out as a Focus Group Discussion (FGD) with stages of material delivery, question and answer, and interviews. This activity aims to obtain input on the draft qanun regarding managing goods owned by the North Aceh Regency area. Participants in this activity are government elements, community leaders, academics, and NGOs. After the FGD was carried out, the draft qanun was revised based on input to perfect the raqan, including the need for perfect administration of regional property from the planning stage to destroying assets belonging to the North Aceh Regency region. Apart from that, it is necessary to maintain and secure regional property so that the value and quality of assets are always maintained. Then, a good understanding is needed for regional property managers so they can carry out management properly and correctly by the mechanisms provided by law.
Pelatihan Pengumpulan dan Pengolahan Data Ukur Bagi Siswa-Siswa Sekolah Dasar Swasta Sukma Bangsa Lhokseumawe Kaifan, Andrian; Gani, Fauzi A.; Munardy, Munardy; Abdullah, Faisal; Miswar, Khairul; Ruhana, Ruhana; Riyadhsyah, Riyadhsyah
Jurnal Pengabdian Masyarakat (ABDIRA) Vol 5, No 3 (2025): Abdira, Juli
Publisher : Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/abdira.v5i3.664

Abstract

This community service activity aims to provide basic training to students of Sukma Bangsa Lhokseumawe Private Elementary School in collecting and processing measurement data using simple and semi-digital tools, namely tape measures, automatic waterpass, and sound level meters. This training is intended to foster students' initial understanding of the concepts of measuring length, elevation, and environmental noise levels, as well as introducing simple statistical methods such as mode, median, and mean. The implementation methods include delivering materials, demonstrating tool usage, hands-on practice, and processing and interpreting measurement data. The results show that students are able to understand the functions of measuring instruments and process data using basic statistical methods. This activity has proven effective in enhancing science literacy and numeracy among elementary school students.
Plastic Waste Chips For Environmentally Friendly Soil Stabilization: Experimental Study On Clay Soil Improvement Using CBR Method Kaifan, Andrian; Irham, Irham; Aiyub, Aiyub; Gani, Fauzi A.; Munardy, Munardy; Ruhana, Ruhana
VOCATECH: Vocational Education and Technology Journal Vol 7, No 1 (2025): August
Publisher : Akademi Komunitas Negeri Aceh Barat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.38038/vocatech.v7i1.226

Abstract

AbstractClay soils are widely recognized for their poor engineering characteristics, particularly their low bearing capacity and high shrink-swell potential. These limitations make them unsuitable for use as foundation material in road construction and other geotechnical applications. This study aims to evaluate the potential of plastic waste chipping as an additive to improve the geotechnical properties of clay soil. The research was conducted using the California Bearing Ratio (CBR) method to assess bearing capacity. The experimental program involved mixing clay soil—sourced from Blang Pala Village, North Aceh—with varying contents of plastic waste chips (1%, 1.5%, and 2%) and different chip sizes (0.5×0.5 cm, 0.75×0.75 cm, and 1×1 cm). A series of laboratory tests were conducted, including specific gravity, Atterberg limits, standard proctor compaction, and CBR tests in both unsoaked and soaked conditions. The results revealed that the addition of plastic waste chips consistently improved the CBR values, with the most significant enhancement observed at 2% plastic content and 1×1 cm chip size. The unsoaked and soaked CBR values increased from 6.8% to 8.1% and from 3.8% to 5.9%, respectively. These findings suggest that plastic waste chips offers a promising, sustainable construction method for enhancing the performance of clay soils while contributing to plastic waste management.AbstrakTanah lempung dikenal secara luas karena memiliki sifat-sifat teknik yang kurang baik, terutama daya dukungnya yang rendah dan potensi kembang susut yang tinggi. Keterbatasan ini menjadikan tanah lempung tidak sesuai untuk digunakan sebagai bahan dasar pondasi dalam pembangunan jalan dan aplikasi geoteknik lainnya. Penelitian ini bertujuan untuk mengevaluasi potensi cacahan limbah plastik sebagai bahan tambahan guna meningkatkan sifat geoteknik tanah lempung. Penelitian dilakukan menggunakan metode California Bearing Ratio (CBR) untuk menghitung daya dukung tanah. Penelitian ini dimulai dari pencampuran tanah lempung yang bersumber dari Desa Blang Pala, Aceh Utara dengan variasi jumlah cacahan limbah plastik (1%, 1,5%, dan 2%) dan ukuran cacahan yang berbeda (0,5×0,5 cm, 0,75×0,75 cm, dan 1×1 cm). Serangkaian uji laboratorium yang dilakukan meliputi berat jenis, batas Atterberg, uji proctor standar, dan uji CBR dalam kondisi tidak direndam dan direndam. Hasil penelitian menunjukkan bahwa penambahan cacahan limbah plastik secara konsisten meningkatkan nilai CBR, dengan peningkatan paling signifikan pada kandungan plastik 2% dan ukuran cacahan 1×1 cm. Nilai CBR tidak direndam meningkat dari 6,8% menjadi 8,1% dan nilai CBR direndam meningkat dari 3,8% menjadi 5,9%. Hasil ini menunjukkan bahwa cacahan limbah plastik merupakan metode yang menjanjikan untuk konstruksi berkelanjutan untuk meningkatkan kinerja tanah lempung sekaligus turut berkontribusi dalam pengelolaan limbah plastik. 
Pemanfaatan Limbah Konstruksi untuk Memperbaiki Gradasi Tanah pada Produksi Bata Compressed Stabilized Earth Block (CSEB) Kaifan, Andrian; Munardy, Munardy; Irham, Irham; Miswar, Khairul; Gani, Fauzi A.
Teras Jurnal : Jurnal Teknik Sipil Vol. 15 No. 1 (2025): Volume 15 Nomor 1, Maret 2025
Publisher : UNIVERSITAS MALIKUSSALEH

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29103/tj.v15i1.1208

Abstract

Abstrak Material semen adalah yang paling umum digunakan sebagai stabilisator untuk meningkatkan sifat-sifat Compressed Stabilized Earth Blocks (CSEB). Faktor yang mengatur yang mengendalikan sifat-sifat CSEB termasuk jumlah kandungan lanau dan lempung di dalam tanah. Penelitian ini difokuskan pada pengendalian kandungan lanau dan lempung dan perbaikan gradasi dengan penggunaan limbah konstruksi (beton yang dihancurkan) dan pasir sungai. Tanah yang dipilih dimodifikasi garadasinya dengan menambahkan limbah konstruksi dan pasir mengikuti teori konsep particle packing pada kurva gradasi Fuller dengan kandungan lanau + lempung kondisi asli dan sebanyak 20%. Semen digunakan dengan kadar 6%, 8%, dan 10%. Benda uji kubus 15 × 15 × 15 cm3 dicetak dan diuji kepadatan, penyerapan air, dan kuat tekan 28 hari. Hasil dari penelitian terlihat bahwa bata CSEB yang diperbaiki gradasi tanahnya ini masuk pada mutu Kelas C dan kelas B menurut WD-ARS 1333:2018(E) Bagian 7. Bata CSEB dengan campuran limbah konstruksi ini memberikan solusi mengurangi limbah konstruksi. Kata kunci: CSEB, limbah konstruksi, lanau dan lempung, particle packing, kuat tekan.  Abstract Cement is the most used material as a stabilizer to improve the properties of Compressed Stabilized Earth Blocks (CSEB). The controlling factors that control the properties of CSEB include the amount of silt and clay content in the soil. This study focused on controlling silt and clay content and improving gradation by using construction waste (crushed concrete) and river sand. The selected soil was modified in its gradation by adding construction waste and sand following the particle packing concept theory on the Fuller gradation curve with the original silt + clay content and as much as 20%. Cement was used with levels of 6%, 8%, and 10%. Cube test specimens measuring 15 × 15 × 15 cm3 were moulded and tested for density, water absorption, and 28-day compressive strength. The results of the study showed that the CSEB bricks with improved soil gradation were in Class C and Class B quality according to WD-ARS 1333:2018(E) Part 7. CSEB bricks with a mixture of construction waste provide a solution to reduce construction waste. Keywords: CSEB, construction waste, silt and clay, particle packing, compressive strength
UJI KARAKTERISTIK ASPAL GEOPORI DENGAN PENAMBAHAN FLY ASH PLTU PANGKALAN SUSU Yuanda, Gina Putri; Jaya, Zairipan; Gani, Fauzi A.
Jurnal Sipil Sains Terapan Vol 4, No 02 (2021): JURNAL SIPIL SAINS TERAPAN
Publisher : Pusat Penelitian dan Pengabdian Masyarakat (P2M)

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Abstract

ABSTRAKSifat perkerasan lentur yang kedap terhadap air dan fungsi kinerja drainase yang buruk sangat mendukung untuk terjadinya genangan air pada permukaan jalan sehingga dikembangkan aspal geopori. Aspal geopori memiliki banyak pori dan cenderung memiliki nilai stabilitas rendah, sehingga dilakukan penambahan bahan yang bersifat pozzolan yaitu fly ash pada aspal geopori untuk meningkatkan kekuatan aspal pada saat menahan beban kendaraan. Jenis penelitian yang digunakan pada penelitian ini adalah penelitian ekperimental dan metode pengambilan data dilakukan secara langsung. Penelitian dilakukan dengan menggunakan aspal penetrasi 60/70 sebagai bahan pengikat, dan dilakukan pengujian marshall terhadap 5 variasi kadar aspal untuk mendapat nilai kadar aspal terbaik. Untuk kadar fly ash pada campuran 2%, 2,5%, 3%, 3,5%, dan 4%. Hasil penelitian menunjukkan bahwa dari pengujian variasi kadar aspal didapat kadar aspal optimum sebesar 4,6%. Hasil uji kinerja fungsi rembesan dengan waktu alir paling cepat didapatkan pada kadar fly ash 2% yaitu dengan nilai permeabilitas 0,213 cm/s, kecepatan alir 5,6 detik, dan VIM 20,64%. Dan untuk kinerja fungsi kekuatan pada kadar fly ash 2% memenuhi syarat yang telah ditetapkan dengan nilai uji marshall yaitu stabilitas 729 kg, flow 3,1 mm, dan MQ 239,15 kg/mm. Dari seluruh hasil pengujian kadar fly ash didapat hasil kinerja fungsi kekuatan dan kinerja fungsi rembesan memenuhi spesifikasi Australian Asphalt pavement Association (AAPA) tahun 2004, akan tetapi yang dapat merembeskan air paling cepat dan memiliki kekuatan yang memenuhi terdapat pada kadar fly ash 2%. Kata Kunci : Aspal Geopori, Fly Ash, Permeabilitas, Marshall test.
TINJAUAN GEOMETRIK JALAN RAYA BENER MERIAH- ACEH UTARA STA 22+550 S/D STA 22+950 Dharma, Ricke; Syaifuddin, Syaifuddin; Gani, Fauzi A.
Jurnal Sipil Sains Terapan Vol 5, No 02 (2022): JURNAL SIPIL SAINS TERAPAN
Publisher : Pusat Penelitian dan Pengabdian Masyarakat (P2M)

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Abstract

ABSTRAKJalan Lintas Bener Meriah–Aceh Utara Sta 22+550 s/d 22+950 adalah salah satu prasarana transportasi darat yang memegang peranan penting dalam sektor perhubungan terutama untuk distribusi barang dan jasa antara dua kabupaten Aceh Utara dan Bener Meriah. Jalan ini memiliki alinyemen horizontal maupun alinyemen vertikal yang sedikit berbahaya dan kurang memberi aspek keyamanan bagi pengguna jalan. Penelitian ini bertujuan untuk meninjau kembali perhitungan alinyemen horizontal dan alinyemen vertikal serta tinjauan akan di bandingkan dengan hasil perencaan berdasarkan dari tingkat kenyamanan jalan. Metode yang dilakukan yaitu menggukan standar tata cara perencaan jalan antar kota (TPGJAK No.38/TBM/1997) dan melakukan penggambaran software AutoCAD Civil 3D 2020. Hasil dari penenlitian ini lebar jalan perkerasan rencana 6 meter, lebar bahu 1,5 meter sedangkan kemiringan jalan pada tikungan diambil untuk e normal = 3% dengan emaks = 10 %. Pada tikungan PI 1 Spiral Circle Spiral (S-C-S) dengan pelebaran pekerasan 1,7 m, tikungan PI 2 Spiral–Circle–Spiral (S-C-S) dengan pelebaran pekerasan 1,7 m. Perancangan alinyemen vertikal direncanakan 2 buah lengkung vertikal cembung yang memiliki kelandaian +0.32%, -3.16% dan -5.03% Pada perancangan darinase didapat dimensi saluran dengan b = 0.40 m, h = 0.62 m dan tinggi jagaan w = 0.56 m Perhitungan volume galian sebesar  30751.34 m3, dan volume timbunan sebesar 7957.2 m3 selisih volume 22794.14 m3 Kata Kunci: Alinyemen Horizontal, Alinyemen Vertikal, Drainase, Kubikasi
Co-Authors Adi Maulana, Adi Aiyub Aiyub Andrian Kaifan Dharma, Ricke Faisal Abdullah Faisal Faisal Gusrizal Gusrizal Irham Irham Jaya, Zairipan Miswar, Khairul Muammar Muammar, Muammar Mukhlis Mukhlis Munardy, Munardy Riyadhsyah, Riyadhsyah Ruhana, Ruhana Sulaiman Sulaiman Syaifuddin Syaifuddin Tasyukur, Tasyukur Yuanda, Gina Putri