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All Journal Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan Journal of Research and Inovation in Civil Engineering as Applied Science
Agung Iswandi
Politeknik Negeri Ketapang
Civil Engineering, Building, Construction & Architecture Environmental Science Transportation

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Perbandingan Metode Pelaksanaan Standar Konstruksi Jembatan Bailey dengan Pelaksanaan di Lapangan Wiwik Listiowati; Agung Iswandi; Firmanilah Kamil
Journal of Research and Inovation in Civil Engineering as Applied Science Vol 1 No 1 (2022)
Publisher : Teknik Sipil, Politeknik Negeri Ketapangg

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58466/rigid.v1i1.1179

Abstract

Bailey Bridge is a steel frame bridge that is generally used as a temporary emergency bridge. Although this type of bridge has been widely used, one of them is at the location of the Pesaguan-Kendawangan Road, but there are still some obstacles in the steel frame assembly process. Therefore, the researcher wants to make a comparison between the standard method of implementing the Bailey Bridge in the Temporary Bridge Technology book and the method implemented in the location. The purpose of this study was to determine the implementation method of bridge assembly at the location of Jalan PesaguanKendawangan and compare it with the standard method. The research was carried out using observation and interview methods with informants to obtain information about the assembly of the Bailey bridge at the location. The results of observations and interviews were analyzed by comparison with the standard Bailey Bridge. The data obtained shows that there are nine steps of implementing the assembly of Bailey Bridge components at the location of the PesaguanKendawangan Road Section, starting from the assembly of base plate components, panel components, panel post I components, transom components, pin components, bracing components, raker components, panel post II components, and finally the deck plate component. The comparison results show that 6 out of 10 bridge assembly parameters have met existing standards.
ANALISIS KINERJA RUAS JALAN AKIBAT PARKIR DI RUAS JALAN MERDEKA KABUPATEN KETAPANG Firmanilah Kamil; Purnomo Putra Sanjaya; Agung Iswandi
Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan Jurnal Konstruksi dan Infrastruktur Vol XI No.1 : April 2023
Publisher : Civil Engineering Department, Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jki.v11i1.8096

Abstract

Kondisi lalu lintas di ruas jalan Merdeka semakin padat karena banyaknya parkir kendaraan pada bahu jalan. Kemacetan akibat parkir di badan jalan akan menimbulkan dampak negatif bagi pengemudi atau pengguna jalan. Tujuan dari penelitian ini adalah untuk mengetahui kinerja Ruas Jalan Merdeka Kabupaten Ketapang akibat adanya parkir di badan jalan, mengetahui upaya pengendalian parkir di badan jalan Merdeka STA 0+000 – 0+500, untuk mengetahui kebutuhan parkir pada jalan Merdeka Kabupaten Ketapang 5 tahun yang akan datang. Volume lalu lintas yang terjadi pada Ruas Jalan Merdeka Jalur Merdeka–Imam Bonjol 269 smp/jam, pada Jalur sebaliknya sebesar 250,15 smp/jam. Kecepatan kendaraan rata-rata Jalur Merdeka – Imam Bonjol 30,6 km/jam, Jalur Imam Bonjol-Merdeka 31,3 km/jam. Kapasitas lalu lintas dengan ruas 4/2 D yaitu 4.595,2896 smp/jam. Volume parkir terbanyak di Jalur Merdeka–Imam Bonjol dan Jalur Jl. Imam Bonjol – Merdeka terjadi pada hari Sabtu adalah 792 unit kendaraan/jam dan 647 unit kendaraan/jam. Upaya pengendalian parkir di badan jalan adalah alat pengukur parkir, sistem kartu, dan sistem karcis. jumlah kendaraan yang di dapat pada 5 tahun yang akan datang adalah 1550 kendaraan, menimbulkan dampak kemacetan untuk ini di perlukan tersedianya lahan parkir tersendiri
Co-Authors Firmanilah Kamil Purnomo Putra Sanjaya Wiwik Listiowati