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INDONESIA
SIKLUS: Jurnal Teknik Sipil
Published by Universitas Lancang Kuning
ISSN : 24431729     EISSN : 25493973     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Engineering Transportation
SIKLUS: Jurnal Teknik Sipil adalah wadah untuk penyebaran informasi tulisan ilmiah bidang Teknik Sipil. Diterbitkan oleh Program Studi Teknik Sipil, Fakultas Teknik Universitas Lancang Kuning, dua kali dalam setahun pada bulan April dan bulan Oktober
Arjuna Subject : -
Articles 12 Documents
 1   2 
Search results for , issue "Vol. 8 No. 1 (2022)" : 12 Documents clear
Evaluasi Kinerja Simpang Tiga Tak Bersinyal Jl. Muharto - Jl. Mayjen Sungkono – Jl. Raya Ki Ageng Gribig Kota Malang Hariyanto; Aji Suraji; Mohamad Cakrawala
Siklus : Jurnal Teknik Sipil Vol. 8 No. 1 (2022)
Publisher : Program Studi Teknik Sipil Fakultas Teknik Universitas Lancang Kuning

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31849/siklus.v8i1.9339

Abstract

The unsignal intersection is the most common type of intersection found in urban areas, one of which is the unsignalized three-way intersection Muharto St. – Mayjen Sungkono St. – Raya Ki Ageng Gribig St, Malang City. Transportation problems that often occur include traffic jams and delays in travel time. Vehicle travel time as one of the service performance criteria at the intersection. These problems are often found in several areas in Indonesia, including at the intersection of Muharto St. – Mayjen Sungkono St. – Raya Ki Ageng Gribig St. is located in Malang city, which is the main route for large market vehicles to pass and is the road to access the center of Malang City as well as settlements and activities of the surrounding community. At this three-way unsignalized intersection, the traffic volume is large, so it can cause congestion at certain times. The purpose of this study was to determine the performance of Three-way unsignalized intersection Muharto st. – Mayjen Sungkono St. – Raya Ki Ageng Gribig St at 2021. The research method based on Indonesian Highway Capacity Manual (MKJI 1997) published by th Directoral General of Highways. The result of this of the study found that the volume of vehicles at Muharto St. 1430 (vehicle/hour) – Mayjen Sungkono St. 1740 (vehicle/hour) – Raya Ki Ageng Gribig St. 1913 (vehicle/hour). So Qtotal is 3554 (smp/hour) and capacity of 2522 (smp/hour). So it is known that the value of the degree of saturation after the installation of alternative traffic lights that the degree of saturation is Degree of Saturation Muharto St. (DS) 0,38 with queue length (QL) 74 m, degree of saturation of Mayjen Sungkono St. (DS) 0,28 with queue length (QL) 86 m, degree of saturation of Raya Ki Ageng Gribig (DS) 0,52 with queue length (QL) 187 m.
Analisa Biaya Dan Waktu Penggunaan Aluma System dan Scaffolding Proyek Arandra Residence Jakarta Mafriyal; Monika Natalia; Hendra Alexander; Febri syah; Aprilian Ambar Putra
Siklus : Jurnal Teknik Sipil Vol. 8 No. 1 (2022)
Publisher : Program Studi Teknik Sipil Fakultas Teknik Universitas Lancang Kuning

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31849/siklus.v8i1.9560

Abstract

Biaya bekisting/perancah termasuk komponen biaya terbesar pada pekerjaan struktur bertingkat. Dari total biaya konstruksi, perkiraan biaya bekisting adalah 10% dan berkisar 40 s/d 60 persen dari biaya beton bertulang. Oleh sebab itu biaya bekisting membutuhkan perhatian khusus, jika kurag tepat dapat menimbulkan pembengkakan biaya dan keterlambatan penyelesaian proyek. Mengingat pekerjaan selanjutnya yaitu pembesian dan pengecoran beton tergantung pada pekerjaan bekising ini. Penelitian ini dilakukan pada Proyek Apartment Arandra Residence Jakarta untuk pekerjaan bekisting balok dan pelat lantai. Disini akan dibandingkan 2 jenis bekisting yaitu bekisting aluma dan scaffolding. Tinjauan dilakukan untuk 15 lantai, dimana balok dan pelat lantainya menggunakan beton fc’ 35. Dari hasil penelitian, diperoleh waktu pelaksanaan pekerjaan bekisting scaffolding 270 hari sedangkan bekisting aluma system 210 hari. Biaya penggunaan bekisting scaffolding sebesar Rp. 5.079.575.760,00 sedangkan bekisting aluma system sebesar Rp. 6.857.471.478,00Penggunaan bekisting aluma system lebih cepat 60 hari dan lebih murah 16,96% dibandingkan bekisting scaffolding.

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