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ANALISIS PENGARUH KESELAMATAN DAN KESEHATAN KERJA TERHADAP KINERJA PEKERJA KONSTRUKSI Bumulo, Nasir; Nento, Sartan; Demanto, Cindra; Djau, Rahman A.
RADIAL : Jurnal Peradaban Sains, Rekayasa dan Teknologi Vol. 10 No. 2 (2022): RADIAL: JuRnal PerADaban SaIns RekAyasan dan TeknoLogi
Publisher : Universitas Bina Taruna Gorontalo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37971/radial.v10i2.288

Abstrak : Analisis Pengaruh Keselamatan Dan Kesehatan Kerja (K3) Terhadap Kinerja Pekerja Konstruksi. Kesehatan dan Keselamatan Kerja (K3) merupakan upaya untuk menciptakan suasana bekerja yang aman, nyaman dan mencapai tujuan yaitu produktivitas setinggi – tingginya. Kesehatan dan Keselamatan Kerja sangat penting untuk dilaksanakan pada semua bidang pekerjaan tanpa terkecuali. Tujuan Umum, Untuk mengetahui dan menganalisis pengaruh keselamatan dan kesehatan kerja (k3), terhadap kinerja pekerja konstruksi bangunan Masjid Blok Plan Kabupaten Gorontalo Utara Tahun 2021. Jenis penelitian yang digunakan dalam penelitian ini adalah jenis penelitian deskriptif kuantitatif. Pengumpulan data dilakukan menggunakan kuesioner dengan responden sebanyak 30 orang. Berdasarkan Uji Reliabilitas nilai Cronbach alpha sebesar 0,610, hal ini membuktikan bahwa penelitian dapat dilanjutkan. Berdasarkan nilai mean terdapat 9 faktor yang sangat berpengaruh terhadap kinerja pekerja konstruksi. Dari kesembilan faktor tersebut dilakukan korelasi dengan uji regresi terdapat 7 (tujuh) faktor yang diterima yaitu : saya merasa takut terhadap sanksi diberikan bagi pelanggar peraturan keselamatan, perusahaan memberikan asuransi kecelakaan kerja kepada karyawan, saya selalu bekerja sesuai standar mutu yang telah ditetapkan perusahaan, saya merasa aman dan nyaman saat bekerja karena menggunakan APD, semua bagian dari peralatan yang berbahaya telah diberi suatu tanda-tanda, perusahaan memberikan jam istirahat yang cukup untuk memulihkan stamina karyawan sehabis kerja, perusahaan memberikan metode atau petunjuk kerja serta metode penggunaan peralatan keamanan yang dapat mempermudah pekerjaan saya. Kata kunci : K3; Keselamatan dan Kesehatan kerja; pekerja konstruksi Abstract : Analysis of the Effect of Occupational Safety and Health (K3) on the Performance of Construction Workers. Occupational Health and Safety (K3) is an effort to create a safe, comfortable working atmosphere and achieve the goal of high productivity. Occupational Health and Safety is very important to be implemented in all fields of work without exception. General Purpose, To find out and analyse the effect of occupational safety and health (K3) on the performance of construction workers in the Blok Plan Mosque building, North Gorontalo Regency in 2021. The type of research used in this study is a quantitative descriptive type of research. Data was collected using a questionnaire with 30 respondents. Based on the reliability test, the Cronbach alpha value is 0.610, this proves that the research can be continued. Based on the mean value, there are 9 factors that greatly affect the performance of construction workers. Of the nine factors, correlation with the regression test, there are 7 (seven) accepted factors, namely : I am afraid of sanctions given to violators of safety regulations, the company provides work accident insurance to employees, I always work according to the quality standards set by the company, I feel safe and comfortable when working because they use PPE, all parts of dangerous equipment have been given a sign, the company provides adequate rest hours to restore employee stamina after work, the company provides methods or work instructions as well as methods of using safety equipment that can make it easier my job. Keywords : K3; Occupational Health and Safety; construction worker

INDENTIFIKASI FAKTOR-FAKTOR MEMPENGARUHI KINERJA BIAYA OPERASIONAL DAN PEMELIHARAAN JARINGAN IRIGASI D.I PAGUYAMAN Djau, Rahman Abdul; Nento, Sartan; Hidayat, Andi Sahrul; -, Supriyadi
RADIAL : Jurnal Peradaban Sains, Rekayasa dan Teknologi Vol. 11 No. 1 (2023): RADIAL: JuRnal PerADaban SaIns RekAyasan dan TeknoLogi
Publisher : Universitas Bina Taruna Gorontalo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37971/radial.v11i1.342

This study aims to identify the factors that influence the performance of operational and maintenance costs in the DI irrigation network. Paguyaman. To achieve this goal, the researchers used a survey method by distributing questionnaires to a number of respondents who were involved in the implementation and monitoring of DI irrigation networks. Paguyaman. Data collection was carried out by way of a direct survey to the location and a list of questions in the questionnaire for primary data. As for the secondary data obtained from the literature and data from related agencies. Based on the results of the questionnaire from the respondents, a ranking was made of the causal factors that affect the performance of operational and maintenance costs in the DI irrigation network. Paguyaman. From the ranking results, there are 15 factors that are categorized as influential. The conclusions that can be drawn after statistical tests are that there are seven factors that influence the performance of operational costs and maintenance of irrigation networks in D.I Paguyaman. These factors are unexpected conditions and events (floods, earthquakes and others), general information and methods in carrying out operations and maintenance for field officers are inadequate, there is still a lack of responsibility for officers in carrying out irrigation operations and maintenance, changes in areas that encouraging the conversion of paddy fields to other users, the number of operational and maintenance officers is still lacking, the equipment is of poor quality and there is no training for P3A, and the most dominant factors affecting the performance of operational costs and maintenance of irrigation networks in D.I Paguyaman are conditions and events that unexpected events (floods, earthquakes, etc.).

PERENCANAAN GEDUNG RAWAT INAP RS MM DUNDA MENGUNAKAN SOFTWARE SAP 2000 Nento, Sartan; Otto, Abdul Rajab; Olii, Muh Ramdhan; Olii, Aleks; Doda, Nurhayati
RADIAL : Jurnal Peradaban Sains, Rekayasa dan Teknologi Vol. 11 No. 2 (2023): RADIAL: JuRnal PerADaban SaIns RekAyasan dan TeknoLogi
Publisher : Universitas Bina Taruna Gorontalo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37971/radial.v11i2.413

This research aims to analyze the structural analysis of a building using software Since computerization is used to complete every building plan or design, the development of technology and information, especially computerization in the world of construction, cannot be separated anymore and is not a new phenomenon. The decision to use a computer to complete construction plans was based on the fact that computers have the advantage of not only being able to finish quickly but also having accuracy, effectiveness, and ease of use (Dwi Deshariyanto, Anita Intan Nura Diana 2021). The following findings have been achieved based on the final results of the development of this final report. using the SAP 2000 version 22 program to calculate reinforcement in columns, beams, and floor slabs, Using earthquake response spectrum design analysis, earthquake load calculations refer to SNI 1726: 2019 (Procedures for Planning Earthquake Resistance for Buildings and Non-Buildings), The design of this building is based on the type of reinforced concrete structure and the Unique Moment Resisting Frame System (SRPMK). The floor difference is in accordance with the relevant SNI criteria

Compressive Strength Performance of Rice Husk Ash-Based Geopolymer Concrete with Fly Ash as a Secondary Material Olii, Muhammad Ramdhan; Saliko, Maxidin; Doda, Nurhayati; Nento, Sartan; Olii, Rizky Selly Nazarina
Jurnal Teknik Sipil dan Lingkungan Vol. 10 No. 2: October 2025
Publisher : Departemen Teknik Sipil dan Lingkungan IPB

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29244/jsil.10.2.259-266

Concrete production heavily relies on cement, whose manufacturing significantly contributes to carbon emissions, necessitating alternative materials for sustainable construction. This study investigates the effect of varying compositions of rice husk ash (RHA) and fly ash on the compressive strength and workability of concrete. Five variations of RHA and fly ash ratios (80:20, 75:25, 70:30, 65:35, and 60:40) were tested to identify the optimal mixture. The results show that the 60:40 ratio produced the highest compressive strength of 16.66 MPa and a slump value of 9.5 cm, indicating enhanced workability and mechanical performance. This finding highlights the complementary roles of RHA, which contributes to pozzolanic activity, and fly ash, which enhances hydration and cementitious properties. Excessive RHA content, however, leads to reduced strength due to its lower reactivity. The exponential trend observed in the compressive strength characteristics (R² = 0.9081) confirms the nonlinear relationship between material composition and performance. This research aligns with previous studies demonstrating the benefits of using industrial by-products in concrete. The findings underscore the potential of combining RHA and fly ash as an eco-friendly solution for high-strength concrete, promoting waste utilization and sustainability in the construction industry. Future studies should explore long-term durability and scaling for industrial applications.

TINJAUAN KINERJA SIMPANG TAK BERSINYAL JL. A. A. WAHAB, JL. SUN ISMAIL, DAN JL. KH HUTU BADU DI KABUPATEN GORONTALO Hidayat, Andi Sahrul; Bumulo, Nasir; Nento, Sartan
JURNAL SIMETRIK Vol 14 No 1 (2024)
Publisher : Pusat Penelitian dan Pengabdian Kepada Masyarakat (P3M) Politeknik Negeri Ambon

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31959/js.v14i1.2303

Penelitian ini berjudul "Tinjauan Kinerja Simpang Tak Bersinyal Jl. A. A. Wahab, Jl. Sun Ismail, dan Jl. KH Hutu Badu" yang dianalisis menggunakan metode pedoman Jalan Indonesia 2023. Penelitian ini bertujuan untuk mengevaluasi kinerja persimpangan tak bersinyal di Kabupaten Gorontalo berdasarkan data survei lapangan dan analisis perhitungan. Hasil penelitian menunjukkan bahwa tingkat arus lalu lintas tertinggi terjadi pada jam 17.00-18.00 WITA. Kinerja persimpangan dinilai dari beberapa indikator utama: nilai derajat kejenuhan (Dj) sebesar 0,501, yang masih lebih kecil dari batas maksimum 0,85; tundaan lalu lintas sebesar 5,86 detik, yang berada di bawah ambang batas 10 detik; dan nilai peluang antrian sebesar 17,92%, yang berada di bawah batas aman 35%. Kesimpulan dari analisis ini mengindikasikan bahwa kinerja persimpangan tersebut masih berada dalam kategori yang baik dan aman menurut pedoman yang berlaku.

Analisis Tingkat Kerusakan Jalan Berdasarkan Indeks Kerusakan Jalan Dan Strategi Pemeliharaan Jalan Palilati, Mifidyah Putri; Bumulo, Nasir; Icshan, Ilyas; Nento, Sartan; Ma’sum, Ratna Dwi; Djunu, Moh. Rein
Innovative: Journal Of Social Science Research Vol. 5 No. 3 (2025): 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.v5i3.19345

Kondisi jalan sering mengalami penurunan kualitas akibat berbagai faktor seperti beban lalu lintas yang berlebih, kondisi cuaca, mutu konstruksi,kurangnya perawatan berkala dan pelaksanaan yang tidak sesuai dengan standar yang ditetapkan, Metode yang dapat digunakan dalam menentukan jenis pemeliharaan yang harus diterapkan berdasarkan dengan jenis dan tingkat kerusakannya. Dengan menggunakan Metode Bina Marga ini di lakukan survei lapangan selama 9 jam yang dilakukan pada ruas jalan di Kabupaten Gorontalo, pada hari Senin, Rabu dan Minggu, Teknik pengumpulan data pada penelitian ini dilakukan dengan dua macam survei yaitu data primer dan data sekunder Hasil Penelitian menunjukkan kerusakan jalan tersebut di Perioritas ke 7 yg artinya Dilakukan Pemeriksaan rutin yaitu dengan melakukan Penanganan terhadap lapis permukaan yang sifatnya untuk meningkatkan kualitas berkendaraan tanpa meningkatkan kekuatan struktural dan dilakukan sepanjang tahun perbaikan. Kesimpulan kerusakan paling dominan adalah lubang sebesar 60 %.

ANALISIS DAN EVALUASI KINERJA BUNDARAN SARONDE KOTA GORONTALO Nento, Sartan; Djau, Rahman Abdul; Ibrahim, Muh. Maulana Malik
RADIAL : Jurnal Peradaban Sains, Rekayasa dan Teknologi Vol. 10 No. 1 (2022): RADIAL: JuRnal PerADaban SaIns RekAyasan dan TeknoLogi
Publisher : Universitas Bina Taruna Gorontalo

Abstrak: Analisis Dan Evaluasi Kinerja Bundaran Saronde Kota Gorontalo. Dengan semakin banyaknya pembangunan yang terjadi di Kota Gorontalo, maka perlu adanya tinjauan ulang atau evaluasi terhadap prasarana transportasi sebagai penunjang mobilisasi masyarakat Gorontalo. Evaluasi tersebut dilakukan di bundaran Saronde yang merupakan penghubung Pusat Kota Gorontalo, area kampus Universitas Negeri Gorontalo, pusat perbelanjaan Gorontalo Mall, lapangan Taruna Remaja Gorontalo, serta Rumah Dinas Gubernur Gorontalo. Padahal keberadaan dan peran bundaran Saronde Kota Gorontalo sangat penting bagi dinamisasi lalu lintas masyarakat sekitar yang menggunakan akses bundaran tersebut. Tujuan utama dari penelitian ini yaitu adalah menganalisis hal apa saja yang mempengaruhi kemacetan lalu lintas di Bundaran Saronde kota Gorontalo. Metode pengujian menggunakan penelitian kualitatif dimana pengumpulan datanya dilakukan dengan cara survei volume kendaraan, survei kecepatan kendaraan, serta survei geometri jalan yang kemudian dianalisa dengan menggunakan metode perhitungan dari Manual Kapasitas Jalan Indonesia (MKJI, 1997). Berdasarkan hasil penelitian yang telah dilakukan dapat disimpulkan bahwa kondisi arus lalu lintas atau kinerja yang terjadi pada Bundaran Saronde Kota Gorontalo pada kondisi existing atau tahun 2020 ini sudah melebihi kapasitas yang ada yaitu nilai derajat kejenuhan = 0.974 dan tundaan bundaran rata-rata = 18.06 det/smp. Kondisi existing geometri Bundaran Saronde Kota Gorontalo tidak sesuai dengan peraturan Manual Kapasitas Jalan Indonesia 1997, yaitu dengan diameter bundaran 5.50 meter. Abstract: Analysis and Evaluation of the Performance of the Saronde Roundabout in Gorontalo City. With the increasing number of developments taking place in the City of Gorontalo, it is necessary to review or evaluate the transportation infrastructure as a support for the mobilization of the Gorontalo community. The evaluation was carried out at the Saronde roundabout, which is the link to Gorontalo City Center, the Gorontalo State University campus area, the Gorontalo Mall shopping center, the Gorontalo Youth Youth field, and the Gorontalo Governor's Office House. In fact, the existence and role of the Gorontalo City Saronde roundabout is very important for the traffic dynamics of the surrounding community who use the roundabout access. The main purpose of this study is to analyze what things affect traffic congestion at the Saronde roundabout, Gorontalo city. The test method uses qualitative research where data collection is carried out by means of vehicle volume surveys, vehicle speed surveys, and road geometry surveys, which are then, analyzed using the calculation method from the Indonesian Road Capacity Manual (MKJI, 1997). Based on the results of the research that has been carried out, it can be concluded that the traffic flow conditions or performance that occurred at the Saronde Roundabout in Gorontalo City in existing conditions or in 2020 have exceeded the existing capacity, namely the degree of saturation = 0.974 and the average roundabout delay = 18.06 sec/ junior high school. The existing geometry of the Saronde Roundabout in Gorontalo City is not in accordance with the 1997 Indonesian Road Capacity Manual, which is 5.50 meters in diameter.

ANALISIS KARAKTERISTIK BETON MENGGUNAKAN TEMPURUNG KELAPA PENGGANTI SEBAGIAN AGREGAT KASAR DENGAN MUTU FC 20 MPA Nento, Sartan; Abdullah, Julius Tri Octavian R.; Doda, Nurhayati; Olii, Muh. Ramdhan; Djau, Rahman A
RADIAL : Jurnal Peradaban Sains, Rekayasa dan Teknologi Vol. 10 No. 2 (2022): RADIAL: JuRnal PerADaban SaIns RekAyasan dan TeknoLogi
Publisher : Universitas Bina Taruna Gorontalo

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstrak: Analisis Karakteristik Beton Menggunakan Tempurung Kelapa Pengganti Sebagian Agregat Kasar Dengan Mutu Fc 20 MPA. Teknologi bahan serta teknik-teknik pelaksanaan yang diperoleh dari hasil penelitian dan percobaan dimaksudkan untuk menjawab tuntutan yang semakin tinggi terhadap pemakaian beton serta mengatasi kendala-kendala yang sering terjadi pada pengerjaan di lapangan. Peningkatan mutu beton dapat dilakukan dengan memberikan bahan ganti atau bahan tambah, Salah satu bahan alternatif yang dapat digunakan sebagai bahan pengganti yaitu pecahan tempurung kelapa. Penelitian ini bertujuan untuk mengetahui karakteristik, nilai kuat tekan beton pada umur 28 hari yang telah menggunakan pecahan tempurung kelapa pengganti sebagian agregat kasar pada kadar 3%, 5.5%, 7.5%, 9.5% dan 11.5%. Pengumpulan data dilakukan dengan uji Laboratorium berdasarkan SNI 2012. Analisis data dilakukan dengan menghitung rata-rata hasil pengujian kemudian dibandingkan dengan SNI-7656 2012. Dari hasil penelitian pada kadar 3% tempurung kelapa didapatkan nilai kuat tekan 20.66 MPA di bandingkan dengan kuat tekan beton normal rencana menurut SNI 7656: 2012 yaitu 20 MPA mengalami kenaikan sebesar 3.3%. Jadi dengan menggunakan Pecahan tempurung kelapa sebagai bahan pengganti sebagian agregat kasar pada campuran beton dapat menghasilkan nilai kuat tekan beton lebih tinggi daripada kuat tekan yang direncanakan. Kata kunci :Tempurung Kelapa; Agregat Kasar; Beton Abstract: Analysis of Concrete Characteristics Using Coconut Shell as Partial Substitute for Coarse Aggregate with Fc Quality 20 MPA. Material technology and implementation techniques obtained from the results of research and experiments are intended to answer the increasingly high demands on the use of concrete and overcome obstacles that often occur in field work. Improving the quality of concrete can be done by providing substitute materials or added materials. One alternative material that can be used as a substitute is coconut shell fragments. This study was conducted to determine the characteristics of the compressive strength of concrete at the age of 28 days using coconut shell fraction as a partial replacement for coarse aggregate at levels of 3%, 5.5%, 7.5%, 9.5% and 11.5%. Data collection was carried out by laboratory tests based on SNI 2012. Data analysis was carried out by calculating the average test results and then compared with SNI-7656 2012. From the results of the study at the level of 3% coconut shell, the compressive strength value of 20.66 MPA was compared with the compressive strength of normal concrete. The plan according to SNI 7656: 2012 which is 20 MPA increased by 3.3%. Therefore, by using coconut shell fragments as a partial substitute for coarse aggregate in the concrete mixture, it can produce a higher compressive strength value of concrete than the planned compressive strength. Keywords: coconut shell; Coarse Aggregate; Concrete

ANALISIS PENGARUH KESELAMATAN DAN KESEHATAN KERJA TERHADAP KINERJA PEKERJA KONSTRUKSI Bumulo, Nasir; Nento, Sartan; Demanto, Cindra; Djau, Rahman A.
RADIAL : Jurnal Peradaban Sains, Rekayasa dan Teknologi Vol. 10 No. 2 (2022): RADIAL: JuRnal PerADaban SaIns RekAyasan dan TeknoLogi
Publisher : Universitas Bina Taruna Gorontalo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37971/radial.v10i2.288

Abstrak : Analisis Pengaruh Keselamatan Dan Kesehatan Kerja (K3) Terhadap Kinerja Pekerja Konstruksi. Kesehatan dan Keselamatan Kerja (K3) merupakan upaya untuk menciptakan suasana bekerja yang aman, nyaman dan mencapai tujuan yaitu produktivitas setinggi – tingginya. Kesehatan dan Keselamatan Kerja sangat penting untuk dilaksanakan pada semua bidang pekerjaan tanpa terkecuali. Tujuan Umum, Untuk mengetahui dan menganalisis pengaruh keselamatan dan kesehatan kerja (k3), terhadap kinerja pekerja konstruksi bangunan Masjid Blok Plan Kabupaten Gorontalo Utara Tahun 2021. Jenis penelitian yang digunakan dalam penelitian ini adalah jenis penelitian deskriptif kuantitatif. Pengumpulan data dilakukan menggunakan kuesioner dengan responden sebanyak 30 orang. Berdasarkan Uji Reliabilitas nilai Cronbach alpha sebesar 0,610, hal ini membuktikan bahwa penelitian dapat dilanjutkan. Berdasarkan nilai mean terdapat 9 faktor yang sangat berpengaruh terhadap kinerja pekerja konstruksi. Dari kesembilan faktor tersebut dilakukan korelasi dengan uji regresi terdapat 7 (tujuh) faktor yang diterima yaitu : saya merasa takut terhadap sanksi diberikan bagi pelanggar peraturan keselamatan, perusahaan memberikan asuransi kecelakaan kerja kepada karyawan, saya selalu bekerja sesuai standar mutu yang telah ditetapkan perusahaan, saya merasa aman dan nyaman saat bekerja karena menggunakan APD, semua bagian dari peralatan yang berbahaya telah diberi suatu tanda-tanda, perusahaan memberikan jam istirahat yang cukup untuk memulihkan stamina karyawan sehabis kerja, perusahaan memberikan metode atau petunjuk kerja serta metode penggunaan peralatan keamanan yang dapat mempermudah pekerjaan saya. Kata kunci : K3; Keselamatan dan Kesehatan kerja; pekerja konstruksi Abstract : Analysis of the Effect of Occupational Safety and Health (K3) on the Performance of Construction Workers. Occupational Health and Safety (K3) is an effort to create a safe, comfortable working atmosphere and achieve the goal of high productivity. Occupational Health and Safety is very important to be implemented in all fields of work without exception. General Purpose, To find out and analyse the effect of occupational safety and health (K3) on the performance of construction workers in the Blok Plan Mosque building, North Gorontalo Regency in 2021. The type of research used in this study is a quantitative descriptive type of research. Data was collected using a questionnaire with 30 respondents. Based on the reliability test, the Cronbach alpha value is 0.610, this proves that the research can be continued. Based on the mean value, there are 9 factors that greatly affect the performance of construction workers. Of the nine factors, correlation with the regression test, there are 7 (seven) accepted factors, namely : I am afraid of sanctions given to violators of safety regulations, the company provides work accident insurance to employees, I always work according to the quality standards set by the company, I feel safe and comfortable when working because they use PPE, all parts of dangerous equipment have been given a sign, the company provides adequate rest hours to restore employee stamina after work, the company provides methods or work instructions as well as methods of using safety equipment that can make it easier my job. Keywords : K3; Occupational Health and Safety; construction worker

INDENTIFIKASI FAKTOR-FAKTOR MEMPENGARUHI KINERJA BIAYA OPERASIONAL DAN PEMELIHARAAN JARINGAN IRIGASI D.I PAGUYAMAN Djau, Rahman Abdul; Nento, Sartan; Hidayat, Andi Sahrul; -, Supriyadi
RADIAL : Jurnal Peradaban Sains, Rekayasa dan Teknologi Vol. 11 No. 1 (2023): RADIAL: JuRnal PerADaban SaIns RekAyasan dan TeknoLogi
Publisher : Universitas Bina Taruna Gorontalo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37971/radial.v11i1.342

This study aims to identify the factors that influence the performance of operational and maintenance costs in the DI irrigation network. Paguyaman. To achieve this goal, the researchers used a survey method by distributing questionnaires to a number of respondents who were involved in the implementation and monitoring of DI irrigation networks. Paguyaman. Data collection was carried out by way of a direct survey to the location and a list of questions in the questionnaire for primary data. As for the secondary data obtained from the literature and data from related agencies. Based on the results of the questionnaire from the respondents, a ranking was made of the causal factors that affect the performance of operational and maintenance costs in the DI irrigation network. Paguyaman. From the ranking results, there are 15 factors that are categorized as influential. The conclusions that can be drawn after statistical tests are that there are seven factors that influence the performance of operational costs and maintenance of irrigation networks in D.I Paguyaman. These factors are unexpected conditions and events (floods, earthquakes and others), general information and methods in carrying out operations and maintenance for field officers are inadequate, there is still a lack of responsibility for officers in carrying out irrigation operations and maintenance, changes in areas that encouraging the conversion of paddy fields to other users, the number of operational and maintenance officers is still lacking, the equipment is of poor quality and there is no training for P3A, and the most dominant factors affecting the performance of operational costs and maintenance of irrigation networks in D.I Paguyaman are conditions and events that unexpected events (floods, earthquakes, etc.).

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