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All Journal Jurnal Riset Rekayasa Sipil JMTS: Jurnal Mitra Teknik Sipil Jurnal Abdi Insani Jurnal Maroso
Lamusu, Rahman
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Agriculture, Biological Sciences & Forestry Civil Engineering, Building, Construction & Architecture Computer Science & IT Economics, Econometrics & Finance Education Engineering Environmental Science Health Professions Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Mathematics

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ANALISIS BIAYA KECELAKAAN LALU LINTAS MENGGUNAKAN METODA GROSS OUTPUT DI JALAN TABATOKI KABUPATEN POSO Lawodi, Yulisnawati; Tangkeallo , Marthen M; Abulebu, Henny I; Lamusu, Rahman; Pandoyu, Ebelhart O; Bansambua, Elce M
JMTS: Jurnal Mitra Teknik Sipil Volume 7, Nomor 4, November 2024
Publisher : Prodi Sarjana Teknik Sipil, FT, Universitas Tarumanagara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24912/jmts.v7i4.31097

Abstract

Poso Regency is a strategically important traffic junction in Central Sulawesi as it connects roads from north to south and from west to east of the island of Sulawesi. All vehicles passing through Poso Regency will pass through Tabatoki Road. Along Tabatoki Road, there are public facilities such as places of worship, gas stations, shops, restaurants, schools, sub-district offices, military bases, residential houses, and intersections. The purpose of this study is to analyze the accident rate using the gross output method and describe the collision diagram and the location of black spots on Tabatoki Road, Poso Regency. The analysis results conclude that the average accident rate of fatalities decreased by 20.38%, severe injuries increased by 11.56%, and minor injuries increased by 11.70%. BSKOj (2023) for fatalities is Rp. 75,903,521, for severe injuries Rp. 75,903,521, and for minor injuries Rp. 1,518,070. The causes of accidents on Tabatoki Road are parking vehicles on part of the road causing side obstacles, vehicles queuing at the gas station occupying the road, and the slope at the intersection blocking the driver's visibility. Abstrak Kabupaten Poso merupakan persimpangan arus lalu lintas yang sangat strategis di wilayah Sulawesi Tengah karena penghubung jalan dari utara ke selatan dan dari barat ke timur pulau Sulawesi. Seluruh kendaraan yang melewati Kabupaten Poso akan melewati jalan Tabatoki. Sepanjang jalan Tabatoki terdapat tempat fasilitas umum seperti tempat ibadah, stasiun pompa bensin, pertokoan, restoran, sekolah, kantor kelurahan, pangkalan militer, rumah penduduk, dan persimpangan. Tujuan penelitian ini menganalisis angka accident rate menggunakan metoda gross output dan mendiskripsikan collision diagram dan letak black spot di jalan Tabatoki Kabupaten Poso. Dari hasil analisis dapat disimpulkan antara lain yaitu rata-rata nilai accident rate korban meninggal dunia mengalami penurunan 20,38 %, korban luka berat meningkat 11,56 %, dan korban luka ringan meningkat 11,70 %. BSKOj (2023) untuk korban meninggal dunia Rp. 75.903.521, korban luka berat Rp. 75.903.521, dan korban luka ringan Rp. 1.518.070. Penyebab kecelaaan di jalan Tabatoki yaitu parkir kendaraan di sebagian badan jalan yang mengakibatkan hambatan samping, kendaraan yang antri ke SPBU yang memakan badan jalan, dan kelandaian jalan di pertigaan mengakibatkan jarak pandang pengemudi terhalang.
PEMBAGIAN SEMBAKO DAN PENDAMPINGAN TRAUMA HEALING PEN PASCA BENCANA BANJIR DAN TANAH LONGSOR DI MANADO Lawodi, Yulisnawati; Lamusu, Rahman; Abulebu, Henny Indriyani; Bansambua, Elce Misba; Pakpahan, Irnovia B.; Bangguna, David S.V.L
Jurnal Abdi Insani Vol 12 No 7 (2025): Jurnal Abdi Insani
Publisher : Universitas Mataram

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29303/abdiinsani.v12i7.2562

Abstract

Flash floods in the city of Manado hit Singkilernate Tanjung District, Mapanget District, Tikala District, Tuminting District, Wenang District, Sario District, Bunaken District, Paal Dua District, Wanea Singkil District. Meanwhile, landslides hit Paal Dua District, Tikala District, Singkil District, Wanea District, Bunaken District, Mapanget District and Wenang District. The flood and landslide disaster claimed 6 lives, resulted in 219 houses being heavily damaged, 166 moderately damaged, 761 lightly damaged, several public facilities such as schools, churches, mosques and sub-district offices being flooded and causing ± 279 families/1,925 people to flee to the nearest village. Based on the flood conditions in the city of Manado, the PKM Team from the Faculty of Engineering, Sintuwu Maroso University carried out community service activities after the flash flood and landslide disaster in Manado. From the results of the PKM Team's activities after the flood and landslide in Manado, it can be concluded that the people in the 3 sub-districts visited for the PKM activities were very enthusiastic and grateful, especially for the trauma healing activities, because these activities were very helpful and motivating for the children at the location. Refugees are entertained and do not get lost in post-disaster sadness. Apart from that, the Manado City government hopes that similar activities will be carried out in other refugee camps to alleviate trauma in children.
Analisis Faktor-faktor Kesuksesan Proyek Konstruksi di Kabupaten Poso dari Perspektif Manajemen Konstruksi Lamusu, Rahman; Suarni, Indah
Maroso: Jurnal Ilmiah Fakultas Teknik Universitas Sintuwu Maroso Vol 2, No 1 (2025): Jurnal Ilmiah Maroso
Publisher : Universitas Sintuwu Maroso

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.71127/2338-8420.805

Abstract

Keberhasilan proyek konstruksi merupakan salah satu indikator penting dalam menilai efektivitas pelaksanaan pembangunan infrastruktur. Proyek konstruksi yang berhasil umumnya ditandai dengan tercapainya tujuan proyek sesuai dengan aspek mutu, biaya, dan waktu yang telah direncanakan. Penelitian ini bertujuan untuk menganalisis faktor-faktor yang mempengaruhi kesuksesan proyek konstruksi di Kabupaten Poso dari perspektif manajemen konstruksi. Penelitian ini menggunakan pendekatan kualitatif dengan metode library research, yaitu dengan mengkaji berbagai sumber literatur berupa jurnal ilmiah, buku, dan publikasi akademik yang relevan dengan topik penelitian. Data dianalisis menggunakan teknik analisis deskriptif kualitatif untuk mengidentifikasi faktor-faktor utama yang berkontribusi terhadap keberhasilan proyek konstruksi. Hasil penelitian menunjukkan bahwa keberhasilan proyek konstruksi dipengaruhi oleh beberapa faktor utama, yaitu manajemen proyek yang efektif, kepemimpinan manajer proyek, pengelolaan sumber daya proyek, komunikasi dan koordinasi tim proyek, serta penerapan manajemen risiko. Kelima faktor tersebut saling berkaitan dan berperan penting dalam mendukung kelancaran pelaksanaan proyek konstruksi. Dengan pengelolaan yang baik terhadap faktor-faktor tersebut, peluang keberhasilan proyek konstruksi dapat meningkat sehingga tujuan pembangunan dapat tercapai secara optimal.
PERBADINGAN TEBAL PERKERASAN JALAN LENTUR MENGGUNAKAN METODE ANALISA KOMPONEN DAN BINA MARGA 2017 Wuon, Orva E.; Lamusu, Rahman; Lawodi, Yulisnawati; Bansambua, Elce M.; Abulebu, Henny I.
Jurnal Riset Rekayasa Sipil Vol 7, No 1 (2023): September 2023
Publisher : Prodi Teknik Sipil Fakultas Teknik Universitas Sebelas Maret Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20961/jrrs.v7i1.79204

Abstract

The issuance of Circular Letter from the Director General of Highways No. 04/SE/Db/2017 With the revision of the 2017 Pavement Design Guidelines, the old flexible pavement design rules no longer apply. However, in some regions, the old Component Analysis guidelines for pavement thickness planning are still being used. This study aims to compare the flexible pavement thickness between the Component Analysis method and Bina Marga 2017. The data used in both methods are the same. The analysis results show differences in pavement thickness between the two methods. The pavement thickness according to the Component Analysis method is as follows: surface layer thickness (D1) = 74 mm, upper foundation layer thickness (D2) = 200 mm, and lower foundation layer thickness (D3) = 250 mm. Meanwhile, the MDPJ 2017 method gives the following thicknesses: surface layer thickness (D1) = 100 mm, upper foundation layer thickness (D2) = 400 mm, and lower foundation layer thickness (D3) = 100 mm. A significant difference between Component Analysis and MDPJ 2017 is that the Bina Marga 2017 method does not take regional factors into account. It assumes that the road drainage system functions properly and there is no water pooling on the road. The smallest load on the road is a 2-ton vehicle, so motorcycles are not considered a load on the road. If the MDPJ 2017 method is used for road planning in areas where the majority of vehicles are motorcycles, it will result in higher implementation costs compared to Component Analysis. In general, the pavement structure according to Bina Marga 2017 is thicker compared to the Component Analysis method, and the CBR value and the number of vehicles are the main parameters in road pavement thickness analysis for both methods mentioned.
Co-Authors Abulebu, Henny I Abulebu, Henny I. Abulebu, Henny Indriyani Bansambua, Elce M Bansambua, Elce M. Bansambua, Elce Misba David S. V. L Bangguna Lawodi, Yulisnawati Pakpahan, Irnovia B. Pandoyu, Ebelhart O Suarni, Indah Tangkeallo , Marthen M Wuon, Orva E.