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All Journal KOLONI VISA: Journal of Vision and Ideas Jurnal Agregate Jurnal Penelitian Multidisiplin Bangsa Ulil Albab LITERA: Jurnal Ilmiah Multidisiplin
Talakua, Elisabeth
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ANALISIS FAKTOR PENYEBAB DAN PENANGGULANGAN KERUSAKAN RUAS JALAN BURIA-RIRING KABUPATEN SERAM BAGIAN BARAT Makaruku, Richard; Talakua, Elisabeth; Lewakabessy, Godfried
Journal Agregate Vol. 2 No. 2 (2023): September
Publisher : Jurusan Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31959/ja.v2i2.1717

Abstract

The Buria-Riring Road section is located in Taniwel District, West Seram Regency, Maluku Province. This road section was built in 2019. However, in the middle of 2021 this road experienced damage. The topographic condition of the road section is in the mountains with many hills and slopes, plus the high level of rainfall means that rainwater that falls directly floods the road body and damages the pavement structure. With this condition, people no longer feel comfortable accessing this road. The purpose of this study is to determine the type of damage that occurs and what factors cause the damage, as well as find solutions to overcome the damage that occurs in the form of planning pavement thickness and planning drainage channel dimensions. The method used for planning the thickness of the flexible pavement is the 2017 Pavement Design Manual and calculating the dimensions of the drainage channels. From the results of the analysis, the type of damage that occurs is the release of grains (Raveling) and the causative factors are not built drainage channels and the carrying capacity of subgrade soils that are less stable. From the calculation results, it is obtained that the thickness of the stabilized subgrade is 175 mm, the aggregate base layer for class B is 100 mm, the base layer for class A aggregate is 200 mm, the burda with an aggregate size of at least 20 mm. And from the results of the calculation of the dimensions of the drainage channel, it is obtained that the width of the base of the channel is 55 cm, the width of the top of the channel is 90 cm and the depth of the channel is 75 cm.
TINJAUAN TEBAL LAPIS PERKERASAN LENTUR DAN BANGUNAN PELENGKAP RUAS JALAN DESA LAYENI KABUPATEN MALUKU TENGAH Latan, Alberth; Talakua, Elisabeth; Tahya, Hendrie
Journal Agregate Vol. 2 No. 2 (2023): September
Publisher : Jurusan Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31959/ja.v2i2.1758

Abstract

Road and Bridge Construction Engineering Study Program, Department of Civil Engineering, Ambon State Polytechnic. The Layeni Village Road Section of Central Maluku Regency is a secondary local cross road that has been damaged at several points on the road so that it must be upgraded from asphalt pavement to flexible pavement (Hotmix) and road complementary buildings. Based on the data analysis process obtained using the 2017 Bina Marga Method, the results for the Asphalt Concrete-Wearing Course (AC WC) layer thickness of 4 cm, for the Asphalt Concrete-Binder Course (AC BC) layer thickness of 6 cm, for the Asphalt Concrete-Base (AC BASE) layer thickness of 18 cm while the 1993 AASTHO Method obtained results for the Surface Course layer thickness of 15 cm, Base Course 10 cm and Sub Base Course 5 cm and for the existing drainage channel discharge obtained 0.31 m3 /second and the plan discharge is 0.98 m3 /second with a discharge difference of 67 m³ /s.
Faktor-Faktor Penghambat Penerapan Sistem Manajemen K3 Pada Pelaksanaan Jalan Nasional Wilayah Satu Provinsi Maluku (Ruas Piru-Taniwel) Haris, Wardi; Talakua, Elisabeth; Jakob, Juvrianto Chrissunday
Jurnal Penelitian Multidisiplin Bangsa Vol. 2 No. 6 (2025): November
Publisher : Amirul Bangun Bangsa Publishing

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59837/jpnmb.v2i6.628

Abstract

Dalam proyek konstruksi, berbagai permasalahan sering muncul, salah satunya terkait Sistem Manajemen Keselamatan dan Kesehatan Kerja (SMK3). Keselamatan dan kesehatan tenaga kerja merupakan aspek prioritas yang harus diperhatikan, karena kurangnya penerapan sistem ini dapat menimbulkan kecelakaan kerja dan kerugian bagi perusahaan akibat meningkatnya biaya penanganan kecelakaan, baik ringan maupun berat. Penelitian ini dilakukan pada proyek pekerjaan konstruksi jalan ruas Piru–Taniwel dengan menggunakan kuesioner sebagai alat pengumpul data. Sampel penelitian diambil secara acak dan dianalisis menggunakan metode Analisis Regresi Linear Berganda untuk menentukan prioritas variabel. Data hasil kuesioner diolah menggunakan program SPSS (Statistical Package for Social Sciences) dengan metode analisis deskriptif dan perhitungan nilai mean. Hasil penelitian menunjukkan bahwa terdapat beberapa faktor yang menjadi penghambat penerapan SMK3, dengan faktor paling berpengaruh yaitu rendahnya kesadaran dan implementasi sistem manajemen K3 baik dari pihak perusahaan maupun pekerja. Berdasarkan hasil tersebut, penelitian ini juga memberikan beberapa alternatif solusi untuk mengatasi faktor-faktor penghambat tersebut. 
Perencanaan Saluran Drainase di Ruas Jalan Blok M Desa Hitu Kecamatan Lehitu Kabupaten Maluku Tengah Songge, Maria; Betaubun, Renny James; Talakua, Elisabeth
Jurnal Penelitian Multidisiplin Bangsa Vol. 2 No. 6 (2025): November
Publisher : Amirul Bangun Bangsa Publishing

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59837/jpnmb.v2i6.629

Abstract

Desa Hitu, Kecamatan Lehitu, Kabupaten Maluku Tengah mengalami genangan air pada ruas jalan Blok M akibat tidak tersedianya saluran drainase yang memadai, khususnya pada titik STA 00+000 hingga STA 02+000. Kondisi ini mempercepat kerusakan jalan dan mengganggu aktivitas masyarakat, termasuk meningkatkan risiko kecelakaan lalu lintas. Penelitian ini bertujuan merencanakan saluran drainase yang mampu menampung debit air hujan dan limbah rumah tangga melalui perhitungan hidrologis dan hidraulika, menggunakan analisis frekuensi hujan 10 tahun (2015–2024) dengan metode Normal, Log Normal, Gumbel, dan Log Pearson Type III, serta proyeksi air kotor berdasarkan pertumbuhan penduduk. Hasil penelitian menunjukkan bahwa distribusi Log Pearson Type III paling sesuai untuk menentukan curah hujan rencana dengan intensitas tertinggi 306,196 mm pada kala ulang 10 tahun, menghasilkan debit air hujan rencana sebesar 0,197 m³/detik. Saluran yang direncanakan berbentuk trapezium dengan lebar puncak 47 cm, lebar dasar 33 cm, dan tinggi 33 cm, yang dirancang lebih besar dari debit limpasan agar mampu menampung aliran secara efektif. Hasil ini diharapkan menjadi dasar perencanaan teknis drainase guna meningkatkan kenyamanan, keselamatan pengguna jalan, serta mendukung aktivitas sosial dan budaya masyarakat Desa Hitu. Proyeksi jumlah penduduk 10 tahun ke depan diperkirakan mencapai 24.325 jiwa.
Co-Authors Betaubun, Renny James Frans, Pieter L hamkah, hamkah Haris, Wardi Hatuwe, Tessa Hutubessy, Vector R. R. Huwae, David Daniel Marthin Jakob, Juvrianto Chrissunday Latan, Alberth Latar, Sjafrudin Latumapayahu, Fikri R Leuwol, Corneles Lewakabessy, Godfried Makaruku, Richard Pratama, Gabriel Reasoa, Gersom Herman Rumbia, Najar Songge, Maria Sopacua, Samuel A. soumokil, Musper David Tahya, Hendrie Tauran, Franklin Titariuw, Stiven Eurico Tuhuteru, Mayang Sari