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All Journal JOURNAL OF CIVIL ENGINEERING, BUILDING AND TRANSPORTATION DINTEK JUTEKS - Jurnal Teknik Sipil Borneo Engineering : Jurnal Teknik Sipil Stabilita : Jurnal Ilmiah Teknik Sipil Fakultas Teknik Universitas Halu Oleo Kendari Journal of Sustainable Civil Engineering (JOSCE) Budapest International Research and Critics Institute-Journal (BIRCI-Journal): Humanities and Social Sciences Community Empowerment Idea Pengabdian Masyarakat CLAPEYRON: Jurnal Ilmiah Teknik Sipil Mining Science and Technology Journal ANOA: Jurnal Pengabdian Masyarakat Fakultas Teknik TENANG : Teknologi, Edukasi, dan Pengabdian Multidisiplin Nusantara Gemilang
Arman Hidayat
Program Studi Teknik Sipil, Fakultas Sains Dan Teknologi, Universitas Sembilanbelas November Kolaka
Religion Arts Humanities Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Dentistry Earth & Planetary Sciences Economics, Econometrics & Finance Education Energy Engineering Environmental Science Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Mechanical Engineering Medicine & Pharmacology Nursing Public Health Social Sciences Transportation

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Optimization of Water Utilization for Irrigation Networks (Case Study: Wawotobi Dam, Unaaha District, Konawe Regency) Arman Hidayat; Fathur Rahman Rustanto; Gunawansyah Gunawansyah; Faisal Cahyadi Saima
Budapest International Research and Critics Institute (BIRCI-Journal): Humanities and Social Sciences Vol 5, No 2 (2022): Budapest International Research and Critics Institute May
Publisher : Budapest International Research and Critics University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33258/birci.v5i2.5638

Abstract

Water is a very important natural resource. Water is needed for industrial, agricultural, fishery or pond activities, and other businesses. Planning and management of irrigation systems is one of the important stages to determine the overall demand for irrigation water.The Wawotobi Irrigation Area (DI) is the largest irrigation area in Southeast Sulawesi. Currently, this high water loss can lead to unfulfilled water needs in irrigated gardens, resulting in failure at harvest. This research was conducted by calculatingmainstay discharge to supply irrigation water needs,plan for cropping patterns in the irrigation area of the Wawotobi weir, Konawe Regency.This study also analyzes channel efficiency in the Wawotobi irrigation network by conducting field observations. The data from the observations are then analyzed so that it can be seen how much efficiency is in the distribution of irrigation water. In addition, this research also analyzes the water balance so that alternatives can be given in an effort to optimize the operation of water distribution in the irrigation network. Based on the analysis that has been done using the rice-paddy-palawija cropping pattern, the results of the calculation of the maximum water demand on the BW1 – B Un irrigation network are obtained. 5 Tg during the existing growing season was 9,477 L/sec, During the first growing season it was 9.998 L/sec, During the second growing season it was 7,452 L/second At the third growing season it was 9.998 L/second with a water balance rate which is quite high, namely 17.17 during land preparation. Irrigation network BW1 – B Un. 5 Tg has a network efficiency of 80%, which meets the irrigation planning standards of 80-90%.
Community assistance in the utilization of palm coir fiber Fathur Rahman Rustan; Muhammad Buttomi Masgode; Arman Hidayat; Haerul Purnama; Al Tafakur La Ode; Arya Dirgantara; Retno Puspaningtyas
Community Empowerment Vol 7 No 10 (2022)
Publisher : Universitas Muhammadiyah Magelang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31603/ce.7599

Abstract

The community assistance program in utilizing oil palm coir in Kolaka Regency, Southeast Sulawesi for supporting materials from the GRC mixture is a new breakthrough in the use of palm coir waste. This activity is expected to overcome the problem of oil palm coir waste and make it a new economic source for the surrounding community. The purpose of this program is to increase public knowledge in utilizing palm oil coir waste so that it can be of economic value and to increase public understanding in the process of making GRC by utilizing palm coir waste. The method used is assistance in the utilization of palm coir fiber as an added material in the manufacture of GRC plates. The results of the monitoring and evaluation activities resulted in the response that the surrounding community could process palm oil coir waste into a commodity that has economic value and additional knowledge to utilize palm oil coir waste in the manufacture of Glassfiber Reinforced Cement (GRC) as part of innovation in the construction sector.
PENURUNAN TINGKAT KECELAKAAN LALU LINTAS MELALUI ANALISA BLACK SPOT DI RUAS JALAN KOLAKA-WATUBANGGA Al Tafakur La Ode; Arman Hidayat; Gunawansyah .; Haerul Purnama; Nirwan .
DINTEK Vol 15 No 2 (2022): V0l. 15 No. 02 September 2022
Publisher : Fakultas Teknik UMMU

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

Abstract

Kecelakaan lau lintas di ruas jalan Kolaka-Wabungga adalah masalah yang sering disaksikan atau didengar oleh masyarakat baik secara langsung maupun melalui media masa. Kecelakaan lalu lintas mengakibatkan banyak kerugian yang dialami oleh pengguna kendaraan maupun pengguna jalan lainnya. Tujuan penelitian ini adalah untuk memberikan ulasan ilmiah kepeda pemerintah setempat terkait upaya penurunan tingkat kecelakaan lalu lintas di sepanjang ruang jalan Kolaka-Watubangga melalui analisis Black spot. Hasil dari penelitian ini menunjukan bahwa jumlah kecelakaan lalu lintas di Ruas Jalan Kolaka-Watubangga adalah sebanyak 214 kecelakaan yang tersebar dibeberapa ruas jalan yaitu ruas jalan Kec Kolaka sebesar 25 (11,68%), ruas jalan Kec Wundulako sebesar 50 (23,36%), ruas jalan Kec Baula sebesar 27 (12,62%), ruas jalan Kec Pomalaa sebesar 53 (24,77%), ruas jalan Kec Tanggetada sebesar 35 (16,36%), dan ruas jalan Kec Watubangga sebesar 24 (11,21%). Titik black spot pada ruas jalan kecamatan Pomalaa lebih banyak dibandingkan dengan ruas jalan di kecamatan lainnya yang menempatkan Pomalaa sebagai kecamatan dengan tingkat kecelakaan tertinggi yaitu 50 (23,36%). Oleh karena itu, penanganan Penurunan Tingkat Kecelakaan Lalulintas pada ruas jalan Kolaka-Watubangga kabupaten kolaka dapat dilakukan dengan memasang rambu-rambu keselamatan lalulintas, mengganti rambu-rambu yang telah yang rusak, menambah rambu peringatan pada daerah rawan kecelakaan, dan perbaikan infrastruktur jalan pada daerah rawan terjadinya kecelakaan lalu lintas.
Compressive Strength of Coconut Fiber Concrete Using Sea Water as a Solvent Arman Hidayat; Mursalim Ninoy La Ola; Muhammad Buttomi Masgode; Al Tafakur La Ode
JOURNAL OF CIVIL ENGINEERING BUILDING AND TRANSPORTATION Vol. 7 No. 1 (2023): JCEBT MARET
Publisher : Universitas Medan Area

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31289/jcebt.v7i1.8935

Abstract

Concrete is a mixture of Portland cement or other hydraulic cement, fine aggregate, coarse aggregate and water or without additives to form a solid mass. The researcher aims to find out how much influence the compressive strength of coco fiber concrete has with sea water as a solvent. The method used in this study was an experimental method, cylindrical concrete was printed with a size of 15x30 cm by adding coconut fiber to the concrete mixture with fc' quality of 22.5 MPa and as a comparison the researchers made samples of coconut fiber concrete with fresh water as a solvent. The results of this study with the addition of 1% fiber by weight of cement at the age of 3 days the compressive test reached 10.02 MPa for fresh water concrete and 6.51 MPa for sea water coir concrete. At the age of 7 days, fresh water concrete was 15.76 MPa, while coconut coir concrete was 7.42 MPa. For 28 days the fresh water concrete is 23.78 MPa, while the sea water coconut coir concrete is 14.72 MPa. The conclusion obtained in this research is that the use of sea water as a solvent in coconut coir concrete has decreased in strength by 23.53% compared to coconut coir concrete with fresh water as a solvent for 28 days of age.
Analysis of Plain and Threaded Spiral Reinforcement on The Compressive Strength of Concrete Cylinder with Coarse Agregate From Baula Mursalim La Ola; Fathur Rahman Rustan; Arman Hidayat; Nira Niza
JOURNAL OF CIVIL ENGINEERING BUILDING AND TRANSPORTATION Vol. 7 No. 2 (2023): JCEBT SEPTEMBER
Publisher : Universitas Medan Area

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31289/jcebt.v7i1.8953

Abstract

Column is a part of concrete structure that bears the largest axial compressive load. The use of stirrup reinforcement in columns can maintain strength and stability so that the load is distributed evenly. The Indonesian Structural Concrete Requirements for Building (SNI 2847:2019) requires the use of threaded steel bar in column structures. This research aims to determine the effect of using plain steel bars (BJTP) and threaded steel bars (BJTS) reinforcement with a spacing variation of 3 cm and 5 cm. The research was conducted by conducting cylinder concrete test with a diameter of 15 cm and a height of 30 cm, spiral reinforcement with a diameter of 10 cm, concrete cover of 25 mm, and plain and threaded steel bars with a diameter of 10 mm. The test object is divided into 5 conditions, namely without any reinforcement, plain steel bars reinforcement, threaded steel bars reinforcement, and variations of 3 cm and 5 cm spacing on each steel bar reinforcement. The concrete used is made of local materials Baula splits and Tamboli sands from Kolaka District. The test results on concrete at 28 days showed that the use of spiral reinforcement on cylinder concrete can significantly increase its compressive strength by more than 50%, even reaching above 100% at closer spacing. Spiral reinforcement with threaded steel bars shows better strength increase compared to spiral reinforcement with plain steel bars.
UJI KUAT TEKAN BETON PADA MATERIAL ALAM PASIR PANTAI MUARA LAPAO-PAO Muhammad Buttomi Masgode; Arman Hidayat; Rusli Rusli
Journal of Sustainable Civil Engineering (JOSCE) Vol 5 No 01 (2023): JOSCE: Journal of Sustainable Civil Engineering
Publisher : LPPM

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47080/josce.v5i01.2505

Abstract

The research on the use of sea sand as a fine aggregate in the manufacture of concrete is motivated by the beach sand of Muara Lapao Pao. to meet material needs in the estuary area of ​​Lapao Pao and its surroundings. This study aims to determine how much compressive strength the concrete produces when using sand from Muara Lapo Pao beach. The compressive strength of concrete is planned f'c 18 MPa. Cylindrical concrete samples totaled 18 pieces. The results of this study indicate that the compressive strength of concrete produced using Muara Lapao Pao beach sand without treatment is higher than Muara Lapao Pao beach sand with washing treatment. The compressive strength of concrete using Muara Lapao-pao beach sand without treatment with a curing age of 7, 14 and 28 days with a design quality of 18 MPa, namely 13.04 Mpa, 16.56 Mpa and 21.23 Mpa. Compared to the Lapao-pao Muara sand with washing treatment with a treatment age of 7, 14, and 28 days with a design quality of 18 MPa, namely 15.29 MPa, 16.65 MPa, and 16.84 MPa. With a percentage increase in concrete compressive strength of 24.38% of the design compressive strength for unwashed beach sand conditions.
Analisa Repetisi Ijin Pada Perkerasan Lentur Dengan Metode Mekanistik-Empiris (Studi Kasus : Ruas Jalan Cikkee-Lempongbangke Kabupaten Soppeng) Haerul Purnama; Arman Hidayat
JUTEKS (Jurnal Teknik Sipil) Vol 8 No 2 (2023): JUTEKS (Jurnal Teknik Sipil)
Publisher : P3M- Politeknik Negeri Kupang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32511/juteks.v8i2.1053

Abstract

Abstrak Metode mekanistik empiris pada perencanaan perkerasan. mendasarkan desain pada sifat-sifat mekanis material yang berhubungan dengan input beban dan responnya terhadap pembebanan.. Nilai respon perkerasan pada metode mekanis empiris adalah nilai tegangan dan regangan yang terjadi pada tiap lapisan yang dikontrol melalui parameter kegagalan guna menentukan nilai repetisi ijin berdasarkan tingkat kerusakan deformasi. kerusakan retak alur dan retak lelah pada lapisan Perkerasan. Mendasarkan pada hal itu maka dapat dilakukan evaluasi repetisi ijin perkerasan eksisting berdasarkan nilai kekuatan mekanis material perkerasan terbangun dan beban lalu-lintas. Penelitian ini bertujuan untuk menentukan nilai repetisi ijin lapisan perkerasan dan membandingkannya dengan nilai repetisi desain. berdasarkan hasil penelitian diperoleh nilai repetisi ijin pada ruas Ruas Jalan Cikkee-Lempongbangke untuk kerusakan retak lelah sebesar 20.273.645 ESAL. Kerusakan retak alur permukaan Sebesar 839.423 ESAL dan kerusakan deformasi permanen sebesar 2.443.336 ESAL. Nilai repetisi ijin ini masih cukup untuk mengakomodasi nilai repetisi desain sebesar 800,000 ESAL.
Sosialisasi Peran Perencana Sipil Dalam Pembangunan di Desa Tambea Kabupaten Kolaka Muhammad Buttomi Masgode; Arman Hidayat; Fathur Rahman Rustan; Retno Puspaningtyas; Mursalim Ninoy La Ola; Bagus Eko Prasetyo; Arya Dirgantara; Al Tafakur La Ode
ANOA: JURNAL PENGABDIAN MASYARAKAT FAKULTAS TEKNIK Vol 1 No 02 (2023): Edisi Juni Tahun 2023 ANOA: Jurnal Pengabdian Masyarakat Fakultas Teknik
Publisher : FAKULTAS TEKNIK UMKENDARI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51454/anoa.v1i02.243

Abstract

Dalam sebuah pembangunan konstruksi, peranan dari seorang perencana sipil sangat penting keberadaannya didalam dunia konstruksi dikenal dengan nama konsultan. Konsultan sendiri terdiri dari dua bagian yakni konsultan perencana dan konsultan pengawas. Ada juga yang menambahkan menjadi tiga yakni konsultan manajemen konstruksi. Tujuan dari sosialisasi ini ialah memberikan edukasi kepada masyarakat Desa Tambea tentang pentingnya sebuah perencanaan dalam pembangunan dibidang konstruksi. Agar bangunan yang dikerjakan sesuai dengan standar yang ada. Untuk mencapai hal tersebut maka metode yang digunakan dalam pengabdian ini yakni metode seminar/sosialiasi yang mana pemateri memberikan ceramah singkat sesuai tema yang ada yang selanjutnya peserta dapat melakukan interaksi dalam bentuk tanya jawab. Adapun hasil yang diperoleh dari kegiatan ini yakni adanya keinginan kedua belah pihak yakni pihak Prodi Teknik Sipil Univ. Sembilanbelas November Kolaka dan Pihak Desa Tambea untuk sama-sama melakukan pendampingan dalam bidang keteknikan sipil pada proses perencanaan pembangunan Desa Tambea kedepannya. Kesimpulan yang diperoleh dari kegiatan sosialisasi ini yakni teredukasinya masyarakat Desa Tambea Kecamatan Pomalaa Kabupaten Kolaka Provinsi Sulawesi Tenggara sehingga mereka memiliki kesadaran dan pemahaman betapa pentingnya sebuah perencanaan dalam proses pembangunan baik skala besar maupun skala kecil di Desa Tambea.
Analisis Faktor-Faktor Penyebab Kecelakaan Lalu Lintas Pada Kecamatan Pomalaa Kabupaten Kolaka Al Tafakur La Ode; Arman Hidayat; Haerul Purnama; Ulfa Mutiasari
Borneo Engineering : Jurnal Teknik Sipil Volume 7 Nomor 3 Tahun 2023
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Borneo Tarakan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35334/be.v7i3.3449

Abstract

Suatu peristiwa kecelakaan lalu lintas sangat beragam baik dari proses kejadiannya maupun faktor penyebabnya. Untuk kepentingan penanggulangannya di perlukan adanya suatu pola yang dapat menggambarkan karakteristik proses kejadian suatu kecelakaan lalu lintas, agar dapat di simpulkan faktor penyebabnya supaya dapat dirumuskan pula upaya penanggulangannya. Dari hasil penelitian didapati indikator penyebab kecelakaan lalulintas yang terjadi menunjukkan bahwa faktor manusia 56,67%, faktor kendaraan 31,25%, faktor jalan dan lingkungan 15,63%. Kondisi permukaan jalan terdapat lebih dari satu kerusakan yaitu retak kulit buaya, retak pinggir, distorsi atau perubahan bentuk, jalan lubang-lubang, stripping atau pengelupasan lapisan permukaan, dan jalan bergelombang. Jalan yang digenangi air, adanya pasir di permukaan jalan, dan jalan yang mengalami penyempitan. Kondisi fasilitas jalan (rambu dan marka jalan) tidak adanya rambu yang seharusnya ada yaitu rambu pemberitahuan bahwa adanya persimpangan kanan, tidak adanya rambu pemberitahuan bahwa di depan ada penurunan, tidak terdapat lampu penerangan jalan, tidak terdapat marka tepi (kiri dan kanan) dan tidak di lengkapi mata kucing. Perbaikan serta pembersihan permukaan jalan yang mengalami kerusakan pada beberapa titik dan perlunya perbaikan dan penambahan fasilitas jalan (rambu dan marka jalan).
Pengujian Kualitas Air Sumur Bor di Kelurahan Anaiwoi Dengan Menggunakan Parameter pH Dan TDS Muhammad Buttomi Masgode; Retno Puspaningtyas; Fathur Rahman Rustan; Arman Hidayat; Bagus Eko Prasetyo; Mursalim Ninoy La Ola; Al Tafakur La Ode; Mansyur Mansyur; Haerul Purnama; Arya Dirgantara; Rina Rembah; Sahrul Poalahi Salu; Arif Arif; Syahrul Syahrul; Nurfasiha Nurfasiha; Hasriyanti Hasriyanti; Isramyano Yatjong; La Ode Dzakir; Rizki Kumalasari; Suwarto Suwarto
ANOA: JURNAL PENGABDIAN MASYARAKAT FAKULTAS TEKNIK Vol 2 No 01 (2023): Edisi Desember Tahun 2023 ANOA: Jurnal Pengabdian Masyarakat Fakultas Teknik
Publisher : FAKULTAS TEKNIK UMKENDARI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51454/anoa.v2i01.355

Abstract

Water is a natural resource that is crucial for the survival of all living beings, including humans. The quality of water is an important factor that can have a significant impact on human health. To ensure the well-being of the community, water quality testing was conducted at 2 drilled wells that are being used by residents of Anaiwoi Village. Based on the water quality testing results, it was found that the pH value at point 1 was between 4,6-4,8, while at point 2, it was between 4.6 - 5.9. Unfortunately, the pH values at both points were below the Environmental Health Quality Standards. On the other hand, the Total Dissolved Solid (TDS) parameters at both points were found to be within the Environmental Health Quality Standards. This is because the TDS values obtained were less than 300 mg/L or less than 300 ppm.
Co-Authors -, Syajruddin Al Tafakur La Ode Amir, Andi Ahdan Amir, Muhamad Karnoha Arif Arif Arif Arif Arya Dirgantara Arya Dirgantara Arya Dirgantara Asep Setiawan Bagus Eko Prasetyo Basri Basri Dirgantara, Arya Dullah, Nurkhalis Mahmudah Dzakir, Laode Faisal Cahyadi Saima Fathur Rahman Rustan Fitriani -, Fitriani Fitriani Fitriani Gunawansyah . Gunawansyah Gunawansyah Gunawansyah Gunawansyah, Gunawansyah Haerul Purnama Hariono Hariono Hasriyanti Hasriyanti Hasriyanti Indah, Mutiara Iramayanti, Iramayanti Isramyano Yatjong Jamaludin . Jayawarsa, A.A. Ketut Kumalasari, Rizki La Ode Dzakir Mahmud Mahmud Mansyur Mansyur Mansyur Mansyur Mas'ud, Fitriah Masgode , Muhammad Buttomi Masgode, Muhammad Bottomi Masgode, Muhammad Buttomi Mursalim Ninoy La Ola Nira Niza Nirwan . Nurfasiha Nurfasiha Nurfasiha, Nurfasiha Prasetyo, Bagus Eko Prasetyo, Bagus Eko Puspaningtyas, Retno Retno Puspaningtyas Retno Puspaningtyas Retno Puspaningtyas Retno Puspaningtyas Rezki, Irka Sri Rina Rembah Rizki Kumalasari Rusli Rusli Rustan Rahman Rustan S, Suwarto Sahrul Sahrul Sarif, Sarif Sukman, Sukman Suwarto Suwarto Syahrul Syahrul Syahrul Syahrul Try Sugiyarto Ulfa Mutiasari Ummu Kalsum Yatjong, Isramyano