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All Journal Jurnal Komunitas: Jurnal Pengabidian Kepada Masyarakat JURNAL TEKNIK SIPIL UNAYA Jurnal Teknik Sipil
Muhammad Ridha
Universitas Abulyatama
Humanities Civil Engineering, Building, Construction & Architecture Materials Science & Nanotechnology Public Health Other

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Analisis Anggaran Biaya dan Waktu Optimal dengan Metode Least Cost Sheduling Muhammad Ridha; Ulil Mustika Musakkir
Jurnal Teknik Sipil Unaya Vol 4, No 2 (2018): Juli 2018
Publisher : Center for Research and Community Service (LPPM) University of Abulyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30601/jtsu.v4i2.35

Abstract

Cost Scheduling aims to shorten project completion time and look for optimal project schedules using direct, indirect and minimal total costs. This research was conducted on the rehabilitation project of the Lawe alas sub-district office in the Southeast Aceh sub-district. Least. This research was conducted to determine the suitability of physical work in the field with the planning schedule, to find out the optimum amount of time in the project and to know the comparison between the normal costs and costs after the project has accelerated. The calculation results show the normal project implementation time is 182 days with a normal charge of Rp. 160.151.592,33 by adding 1 hour additional working hours hence can speed up time as much as 12 days with additional cost equal to Rp. 2,564,736.09. By adding 2 hours additional hours working hours can accelerate as much as 23 days with an additional cost of Rp. 33.460.241,48. By adding 3 hours additional hours working hours can accelerate as much as 33 days with an additional charge of Rp. 64.355.746,88. By adding 4 hours additional hours working hours can accelerate as much as 42 days with an additional charge of Rp. 95.251.252,27..
Indentifikasi Pemborosan pada Pekerjaan Konstruksi Amalia Effendy; Meliyana Meliyana; Muhammad Ridha; Tety Sriana; Irwan Syah
Jurnal Teknik Sipil Unaya Vol 8, No 2 (2022): Juli 2022
Publisher : Center for Research and Community Service (LPPM) University of Abulyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30601/jtsu.v8i2.3066

Abstract

The rapid development of the Construction Industry is certainly followed by various impacts. These impacts include waste came from the construction industry. Construction contribute to one third of the world's total waste. This research was conducted to identify the materials that most often cause waste in construction work. Data was collected by distributing questionnaires to construction companies, by looking at the characteristics and types of materials that were most frequently wasted. The results showed that the characteristics of construction companies are M1 subqualification (intermediate 1) with working experience more than 10 years. The material that most often wastefully  is cement with a value of 16%.
Studi Analisis Daya Dukung Tanah Untuk Tiang Pancang Berdasarkan Data Sondir Pada Pembagunan Menara Mesjid Baitul Makmur Muhammad Ridha; Muhammad Zardi; Amalia Amalia; Ichsan Syahputra; Ghazali Adami
Jurnal Teknik Sipil Unaya Vol 9, No 1 (2023): Januari 2023
Publisher : Center for Research and Community Service (LPPM) University of Abulyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30601/jtsu.v9i1.3480

Abstract

Mesjid Baitul Makmur yang terletak di Kampung lampoeh keude kecamatan kuta baro aceh besar, merupakan masjid utama di kecamatan tersebut. Pada tahun 2021 direncanakan pembangunan menara masjid terletak di sisi kiri masjid dengan lokasi titik koordinat 5°31'53.94"N ;  95°23'16.31"E. untuk keperluan pembangunan tersebut dilakukan pengambilan data Sondir/Cone Penetration Test (CPT). Data yang digunakan yaitu penetrasi konus (qc), Jumlah Hambatan Pelekat (JLH), Fraction Ratio (FR). Kemudian hasil data yang telah diambil diolah untuk selanjutnya diklasifikasikan tanah dan jenis tanahnya. Selanjutnya untuk data qc dan JLH, digunakan untuk menentukan daya dukung tanah untuk tiang tunggal dan kelompok dengan diameter 400mm, panjang 7m dan asumsi gaya aksial yang terjadi 400 Ton. Dari hasil pengolahan data tanah diklasifikasikan lempung padat dan pada kedalaman 4 – 7m.Berdasarkan Daya dukung tanah untuk  kelompok tiang dengan 9 buah tiang adalah sebesar Qk = 433 Ton. Lebih besar dari beban aksial yang dirancanakan yaitu sebesar 400 Ton. Maka dapat disimpulkan bahwa tanah dilokasi yang akan dibangun menara masjid dapat menahan beban rencana hingga 400 Ton.
PERBANDINGAN ESTIMASI BIAYA KOLOM BULAT DENGAN KOLOM PERSEGI PADA GEDUNG MIN 8 KOTA BANDA ACEH Munir Munir; Muhammad Ridha; Tety Sriana
Jurnal Teknik Sipil Unaya Vol 9, No 1 (2023): Januari 2023
Publisher : Center for Research and Community Service (LPPM) University of Abulyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30601/jtsu.v9i1.3142

Abstract

Building of State Elementary Islamic School 8 in Banda Aceh City is planned to be constructed for 2-story building with round columns, aiming to get a safe calculation of the structure of round columns and to get a comparison of the estimated costs between round columns and square columns. The scope of this research is to calculate the building structure using the SAP 2000 application. The research process begins with data collection in the form of structural data, building plan drawings, and Budget Plan.  The calculation of the spherical column structure in the equation, the floor deviation limit is 12.411 mm < 87.5 mm. Based on the estimated cost between the round column and the square column, the cost is Rp. 180.340.013.34 (One Hundred Eighty Million Three Hundred Forty Thousand Thirteen Rupiah) for round column. Rp. 222.512.998.00 (Two Hundred Twenty Two Million Five Hundred Twelve Thousand Nine Hundred Ninety Eight Rupiah) for square column.Keywords: Round Column, Square Column, Column Steel, Column Comparison, Cost.Gedung MIN 8 Kota Banda Aceh direncanakan 2 lantai dengan kolom berbentuk bulat, bertujuan untuk mendapatkan perhitungan struktur kolom bulat yang aman dan mendapatkan perbandingan estimasi biaya antara kolom bulat dengan kolom persegi. Ruang lingkup penelitian ini adalah menghitung struktur bangunan dengan menggunakan aplikasi SAP 2000. Proses penelitian diawali dengan pengumpulan data berupa data struktur, gambar bestek gedung, dan Rencana Anggaran Biaya (RAB). Perhitungan struktur kolom bulat pada persamaannya batasan simpangan lantai adalah 12,411 mm < 87,5 mm. Berdasarkan estimasi biaya antara kolom bulat dengan kolom persegi maka didapat biaya Rp. 180.340.013.34 (Seratus Delapan Puluh Juta Tiga Ratus Empat Puluh Ribu Tiga Belas Rupiah) untuk kolom bulat. Rp. 222.512.998.00 (Dua Ratus Dua Puluh Dua Juta Lima Ratus Dua Belas Ribu Sembilan Ratus Sembilan Puluh Delapan Rupiah) untuk kolom persegi.Kata Kunci: Kolom Bulat, Kolom Persegi, Pembesian Kolom, Perbandingan Kolom, Biaya.
PENERAPAN WAKTU PADA PROYEK PEMBANGUNAN GEDUNG ISOLASI RSUD MEURAXA KOTA BANDA ACEH MENGGUNAKAN METODE CRITICAL PATH METHOD (CPM) Muhammad Jauhar Izzaki; Muhammad Ridha; Amalia Effendy
Jurnal Teknik Sipil Unaya Vol 9, No 2 (2023): Juli 2023
Publisher : Center for Research and Community Service (LPPM) University of Abulyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30601/jtsu.v9i2.4013

Abstract

This research was conducted using the Critical Path Method (CPM) with the help of software in the form of Microsoft Excel and Microsoft Project. The purpose of this study was to determine the critical path and the non-critical path and to determine the duration of the project after being calculated using the Critical Path Method (CPM) in the construction work of the isolation room at Meuraxa Hospital, Banda Aceh City. Therefore, in this study, the authors conducted a study of project scheduling data for the Isolation Building Construction of the Meuraxa Hospital in Banda Aceh City, where the overall scheduling used the Gantt Chart method. In this study, only RAB and S-curve data were needed. The results of the analysis using the Critical Path Method (CPM) method obtained a total duration of 151 days from the initial total duration of 161 days of work activities. The difference in decreasing day duration is 10 days or 0.94%. And found 23 jobs on the critical path from a total of 42 jobs. The total initial wage cost with a normal duration of 161 days is IDR 728,332,768.20 while the total cost with a duration after using the Critical Path Method (CPM) method is obtained 151 days with a total employee wage cost of IDR 683,094,708.06. Then there is a wage efficiency of 6.21% or Rp. 45,238,060.14 of the total cost of workers' wages of Rp. 728,332,768.20. In implementing a project, it is necessary to plan activities carefully to avoid delays in carrying out the project.
Peningkatan Kesadaran Mahasiswa Terhadap Sejarah Bangsa Melalui Program Kerja Bakti Di Makam Pahlawan Desa Sagu Baru Kecamatan Lawe Bulan Kabupaten Aceh Tenggara Muhammad Yassir; Rahmat Arfan; Indra Akbar; Desy Puspita; Muhammad Ridha; Geta Ambartiasari; Thona Mutuah Myco
Jurnal Komunitas : Jurnal Pengabdian kepada Masyarakat Vol 5, No 1: Juli 2022
Publisher : Institut Ilmu Sosial dan Manajemen Stiami

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31334/jks.v5i1.2279

Abstract

Socialization activity was need to do by student at Desa Lawe Sagu Baru Aceh tenggara. Purpose of this activity to increase bonding and solidarity between student university and community. Beside that this activity was doing to increase awareness of student about hero service in wartime. Some activity was doing like painting wall, cutting grass, cleaning rubbish like plastic, bottle, can and fall leaves. With this social activity, student invite community to directly involve to maintain cleanliness dan take care Makan pahlawan which in Desa Lawe Sagu Baru Aceh Tenggara.
PENGARUH SUBSTITUSI CANGKANG TIRAM SEBAGAI PENGGANTI SEBAHAGIAN SEMEN DAN PASIR HALUS TERHADAP KUAT TARIK BELAH BETON Bunyamin Bunyamin; Nesri Hendrifa; Muhammad Ridha
Teras Jurnal : Jurnal Teknik Sipil Vol. 11 No. 2 (2021): Volume 11 Nomor 2, September 2021
Publisher : UNIVERSITAS MALIKUSSALEH

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29103/tj.v11i2.486

Abstract

Abstrak Pembangunan di bidang struktur saat ini mengalami kemajuan yang demikian pesat. Oleh karena itu perlunya alternatif untuk mengatasi keterbatasan material penyusun yang diambil dari alam yaitu salah satunya menggunakan limbah cangkang tiram sebagai bahan pengganti sebagian semen dan agregat halus. Hal ini cukup beralasan karena bahan penyusun semen portland adalah 60% sampai 70% terdiri atas kapur atau CaO, dan 17% sampai 25% terdiri dari SiO2 (SNI-15-2049-2004), penggunaan cangkang tiram yang mengandung unsur CaO sebesar 53,03% dan SiO2 sebesar 0,82% sebagai bahan perekat. Tujuan penelitian yaitu untuk mengetahui œPengaruh perbandingan komposisi campuran abu dan serbuk cangkang tiram terhadap kuat tarik belah beton dengan substitusi semen dan pasir halus sebesar 0%, 5%, 10% dan 15% untuk umur beton 28 hari dengan faktor air semen 0,40, 0,50 dan 0,60, dengan jumlah benda uji 60 buah. Penelitian dilakukan di laboratorium dengan berdasarkan pada ACI (American Concrete Institute), ASTM (American Society for Testing & Materials) dan SNI (Standar Nasional Indonesia). Berdasarkan hasil penelitian diperoleh bahwa kuat tarik belah beton tertinggi pada FAS 0,50 dengan pencampuran cangkang tiram 5% yaitu sebesar 4,02 MPa. Sedangkan beton normal, kuat tarik beton tertinggi diperoleh pada FAS 0,40 yaitu sebesar 3,72 MPa. Kata kunci: cangkang tiram, abu, FAS, kuat tarik belah beton.  Abstract The construction has increased very rapidly. So that it requires an alternative to find a substitute for other materials that can be used in forming a concrete, one of which is using oyster shell waste as a partial substitute for cement and fine aggregate. In general, the compotition of Portland Cement are 60% to 70% consisting of lime or CaO, and 17% to 25% consisting of SiO2 (SNI-15-2049-2004), the use of oyster shells containing CaO elements is 53.03% and SiO2 of 0.82% as an adhesive. The research objective was to determine the effect of oyster shell as a substitute of cement and fine sand due to the tensile strength of concrete. The substitution of cement and fine sand was 0%, 5%, 10% and 15% for 28 days of concrete with a water cement ratio of 0,40, 0,50 and 0,60 The sylindrical concrete used in this research was 60 specimens. The research was carried out in the laboratory based on ACI (American Concrete Institute), ASTM (American Society for Testing & Materials) and SNI (Indonesian National Standard). Based on the results, it was found that the highest tensile strength of concrete was obtained at water cemen ratio of 0,50 by mixing 5% oyster shells, namely 4.02 MPa. While for normal concrete, the highest tensile strength of concrete is obtained at water cement ratio of 0,40 which is 3.72 MPa. Keywords: oyster shell, ash, water cement ratio, tensile strength of concrete.
Analisis Kinerja Ruas Jalan Mata Ie Aceh Besar Nanda Aulia; Amalia Amalia; Muhammad Ridha
Jurnal Teknik Sipil Unaya Vol 12 No 1 (2026): Januari 2026
Publisher : Center for Research and Community Service (LPPM) University of Abulyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30601/jtsu.v12i1.6949

Abstract

For Lambheu Keutapang Village, Darul Imarah District, Mata Ie Road is one of the arterial road segments that passes through Lambheu Keutapang Village, Darul Imarah District, Aceh Besar Regency and is a road that connects Aceh Besar Regency and Banda Aceh City. However, in reality there are several local activities that occur, one of the activities that most affects the performance of the road section is the traditional market. The purpose of this study was to determine the performance of the Mata Ie Road section, especially in front of Keutapang Market, Aceh Besar, and to determine the impact of Keutapang Market on Mata Ie Road traffic based on side obstacles.The methodology used in this study is the Traffic Volume Survey with the PKJI 2023 method and survey data analysis with the PKJI 2023 method. Based on the results of the survey data analysis, the following results were obtained: The highest traffic volume on Wednesday, July 3, 2024 was 1486 Skr/hour at 17.00-18.00. while the lowest traffic volume occurred at 10.00-11.00 at 1142 Skr/hour, The highest side obstacles on Monday occurred at 17.00-18.00 at 394.79 incidents/hour while the lowest side obstacles occurred on Monday at 179.07 incidents/hour at 13.00-14.00 still at a moderate level. The degree of saturation on Sunday reached 0.66. On Monday the degree of saturation reached 0.62, and on Wednesday the degree of saturation reached 0.67 Indicating the level of road service according to PKJI is classified as level of service C The flow is stable, but the speed of the vehicle is controlled and the driver is limited in choosing the speed.
Co-Authors Agustian, Kusmira Akhlada Ummaira Amalia Amalia Amalia Effendy ambartiasari, Geta Bunyamin Bunyamin Desy Puspita Ghazali Adami Hasnawati Hasnawati Hengki Dermawan Ichsan Syahputra Indra Akbar Indra Saputra Intan Purnama Sari Irwan Syah Luthfi Naufal Meliyana Meliyana Mohd. Isa T. Ibrahim Muhammad Irfan Muhammad Jauhar Izzaki Muhammad Yassir Muhammad Zardi Munir Munir Nanda Aulia Nesri Hendrifa Rahmat Arfan Tety Sriana Thona Mutuah Myco Ulil Mustika Musakkir verawati fajaryana