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All Journal REKA RACANA Teras Jurnal Jurnal Abdimas Bina Bangsa
Caling, Claudius Lippershey Bright
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Civil Engineering, Building, Construction & Architecture Education Engineering Environmental Science Languange, Linguistic, Communication & Media Mathematics Social Sciences Other

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Analisis Faktor-Faktor yang Mempengaruhi Proyek Padat Karya Preservasi pada Ruas Jalan Nasional di Pulau Flores-NTT Poleng, Yosef Venansius Alvian; Teja, Antonius Walfino; Caling, Claudius Lippershey Bright; Gon, Kasmir
RekaRacana: Jurnal Teknik Sipil Vol 10, No 1: Maret 2024
Publisher : Institut Teknologi Nasional, Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26760/rekaracana.v10i1.72

Abstract

ABSTRAKPenelitian ini bertujuan untuk menganalisis karakteristik pekerja, faktor penghambat proyek padat karya dan nilai produktivitas proyek padat karya preservasi di ruas Jalan Nasional (Ruas Bts. Kota Ruteng – Km.210 – Sp. Bajawa – Malanuza – Gako) yang melintasi tiga Kabupaten yakni Manggarai, Manggarai Timur dan Ngada sepanjang 124,86 km; telah dilaksanakan pada Desember 2022 sampai dengan Februari 2023. Data yang diperoleh dari hasil wawancara responden di lapangan, diolah dan ditabulasi dengan menggunakan Microsoft Excel; kemudian dilakukan model pendekatan ekonometri dengan analisis regresi linier berganda melalui aplikasi JaSP (Jeffrey’s Amazing Statistics Program) sebagai alat bantu. Hasil penelitian pada proyek padat karya preservasi Ruas Jalan Nasional di Pulau Flores dapat disimpulkan bahwa: 1) Umur, tingkat pendidikan formal, jenis kelamin, pengalaman melaksanakan pekerjaan dengan metode sejenis adalah faktor yang mempengaruhi karakteristik pekerja. 2) Cuaca, kearifan lokal, lokasi topografi yang curam dan jenis tanah yang cadas, manajemen material proyek, perubahan volume dan desain pekerjaan, serta masalah dengan pihak lain merupakan faktor penghambat. 3) Faktor hambatan yang tidak menentu, namun dapat berjalan dengan baik apabila dikerjakan oleh perkerja sebanyak 29 orang karena dapat menghasilkan nilai produktivitas sebanyak 8,23 km.Kata kunci: jalan, proyek padat karya, faktor pengaruh, produktivitas ABSTRACTThe purpose of this study is to analyze the characteristics of workers, inhibiting factors of labor-intensive projects and the productivity value of preservation of labor-intensive projects on national roads (Bts. Ruteng - Km.210 - Sp. Bajawa - Malanuza - Gako) that cross three districts, namely Manggarai, Manggarai Timr and Ngada along 124.86 Km, has been carried out from December 2022 to February 2023. The data to be obtained from the results of respondents' interviews in the field are processed and tabulated using Microsoft Excel then an econometric approach model is carried out using multiple linear regression analysis through the JaSP application (Jeffrey’s Amazing Statistics Program) as an auxiliary. The results of research on labor-intensive projects of national road preservation on the island of Flores can be concluded that:1) Age, level of formal education, gender, experience of carrying out work with similar methods are factors that influence the characteristics of workers. 2) Weather, local wisdom, steep topographic location and rocky soil type, project material management, changes in the volume and design of work, and problems with others are inhibiting factors. 3) The obstacle factor in the project is uncertain, but can run well if done by 29 workers because it can produce a productivity value of 8.23 Km.Keywords: road, labor-intensive projects, influence factors, productivity
SOSIALISASI DAN PENDAMPINGAN PENYIAPAN MATERIAL KONSTRUKSI PERKERASAN LENTUR JALAN RAYA KEPADA SUPPLIER Gon, Kasmir; Caling, Claudius Lippershey Bright; Ode, Yohanes Leonardo Noveri; Marseven, Agustinus; Avendri, Yohanes Leonardus
Jurnal Abdimas Bina Bangsa Vol. 6 No. 1 (2025): Jurnal Abdimas Bina Bangsa
Publisher : LPPM Universitas Bina Bangsa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.46306/jabb.v6i1.1094

Abstract

This PkM will be implemented on 12 – 13 April 2024 with the aim of increasing knowledge and skills as well as legal awareness, productivity and the economy of PkM partners. This PkM has fostered legal awareness, increased knowledge and skills of PkM participants, as can be seen from the competency evaluation of PkM participants who before the socialization have zero score, increased to an average of 77 and inreased to 80 after mentoring. The Bondo quary material quaified as the embankment for flexible highway pavement because the soil is of type ML (USCS) and type A-1-a (0) according to AASHTO, active value of 0.90 < 1.25 categorized as normal soil, CBR soaked for 96 hours is 24% > 10%. Doesn’t qualify as aggregate A because material passes the 1½” sieve < 100% and the soaked CBR < 90%. Doesn’t qualify as aggregate B because soaked CBR is 24% < 60%.
Evaluasi Kelayakan Material Gunung Terhadap Sifat Fisik dan Mekanis Pada Perkerasan Lentur Jalan Raya di Kabupaten Manggarai Timur Gon, Kasmir; Caling, Claudius Lippershey Bright; Rusdi, Erdianto
Teras Jurnal : Jurnal Teknik Sipil Vol. 14 No. 2 (2024): Volume 14 Nomor 2, September 2024
Publisher : UNIVERSITAS MALIKUSSALEH

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29103/tj.v14i2.1136

Abstract

Abstrak Penelitian ini bertujuan mengevaluasi kelayakan material gunung quary Bondo sebagai timbunan pilihan, agregat kelas A dan agregat kelas B perkerasan lentur jalan raya. Hasil uji laboratorium menunjukkan bahwa jenis tanahnya memiliki batas cair 22%, indeks plastisitas 5%, lolos saringan Nomor 200 5,32% sampai 5,54%, Cu rata-rata 92,68 > 4, Cc rata-rata 5,17 > 3; Berdasarkan USCS dikategorikan sebagai GP-GM atau ML (low plasticity silt), kelompok A-1-a (0) menurut AASHTO. Nilai aktif sebesar 0,90 < 1,25 termasuk tanah normal. Berat isi kering maksimum 1,56 gr/cm3 pada kadar air optimum 22,9%, nilai CBR rendaman 96 jam sebesar 24% dan abrasi sebesar 22,49%, sehingga layak sebagai material timbunan pilihan perkerasan lentur jalan raya, tetapi tidak layak dipergunakan sebagai material agregat kelas B karena nilai CBR rendaman < 60% dan juga tidak layak dipergunakan sebagai agregat kelas A karena persen lolos saringan 1 ½ ˜ kurang dari 100% dan nilai CBR rendamannya < 90%. Kata kunci: laboratorium, layak, agregat, timbunan pilihan Abstract This research aims to evaluate the suitability of Mount Quary Bondo material as the embankment, class A and B aggregate for flexible pavement. Laboratory test results show this type of soil has LL of 22%, PI 5%, 5.32% to 5.54% passing No. 200 sieve, average Cu 92.68, average Cc 5.17 3; It is categorized as GP-GM or ML (USCS), and A-1-a (0) (AASHTO). The active value is 0.90 < 1.25 including normal soil; max dry density 1.56 gr/cm3 at 22.9% wopt, the soaked CBR of 96 hours is 24%, the abrasion is 22.69%; so it is suitable as the embankment for flexible highway pavement, but is not suitable for use as class B aggregate material because the soaked CBR < 60% and it is also not suitable for use as class A aggregate because percentage passing the 1 ½ (38,1 mm) sieve < 100% and the soaked CBR < 90%. Keywords: feasible, aggregate, selected material
Co-Authors Antonius Walfino Teja Avendri, Yohanes Leonardus Kasmir Gon Marseven, Agustinus Ode, Yohanes Leonardo Noveri Poleng, Yosef Venansius Alvian Rusdi, Erdianto