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PERENCANAAN JALAN BETON TANPA TULANGAN PADA KAWASAN INDUSTRI KRAKATAU STEEL KOTA CILEGON Telly Rosdiyani; M Ichwanul Yusuf; Ibnu Haritz
Journal of Sustainable Civil Engineering (JOSCE) Vol. 1 No. 1 (2019): JOSCE: Journal of Sustainable Civil Engineering
Publisher : LPPM

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Abstract

In increasing the mobilization of vehicle movements, roads are an important means in order to smoothen land transportation, so that it can provide comfort and safety. The Industrial Area of ​​PT Krakatau Steel, Serang City, which is often passed by heavy vehicles, needs to be well planned according to the standards and criteria applicable in Indonesia. From a visual observation of the road in the area of ​​the Industrial Park, there is a lot of damage by finding deflections which are dangerous and can hamper the rate of transportation, so that road repairs and improvements are needed. The purpose of the study was to plan a continuous concrete pavement without reinforcement by knowing the thickness of the plate, the diameter of the dowel test and to know the drainage dimensions. The method carried out by field observation to obtain primary and secondary data as the basis for the concrete road planning material. The calculation method is used Binamarga T-14-2002 Guidelines with Concrete without Reinforcement (BBTT). The results of the calculation of the number of planning vehicles in traffic data with a planned 20-year lifespan for the 6% traffic growth rate obtained the thickness of concrete road pavement of 20 cm, dowel 33mm diameter for 300 mm distance and 450 mm length able to withstand crossing loads, with drainage dimensions 0.75 m channel width road, 1 m channel height and 0.70 m height guard have met the requirements for safe number stability.
ANALISIS PEMBANGUNAN RUMAH KHUSUS MASYARAKAT TERDAMPAK LONGSOR MENGGUNAKAN MOTODE PRECEDENCE DIAGRAM (PDM ) DAN MICROSOFT PROJECT M Ichwanul Yusuf; Hendri Hendri; Euis Amilia
Journal of Sustainable Civil Engineering (JOSCE) Vol. 6 No. 02 (2024): JOSCE: Journal of Sustainable Civil Engineering
Publisher : LPPM

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47080/josce.v6i02.3253

Abstract

Pembangunan rumah khusus diperlukan manajemen kontruksi sehingga dapat mempercepat pembangunan rumah khusus bagi yang lebih layak dan aman. beberapa metode penjadwalan proyek diantaranya Precedence Diagram Method (PDM) metode tersebut memiliki kelebihan dan kekurangan. Pemilihan penggunaan metode penjadwalan tersebut didasarkan atas kebutuhan dan hasil yang ingin dicapai terhadap kinerja penjadwalan. Metode Precedence Diagram Method (PDM) dapat memberikan solusi didalam perencanaan penjadualan proyek konstruksi. Metode ini menggunakan diagram yang menunjukkan hubungan ketergantungan antar kegiatan dengan memungkinkan terjadinya kegiatan dilakukan pararel terhadap kegiatan lainnya selama Resources Hasil penelitian ini, pembangunan rumah khusus masyarakat terdampak lonsor kab. lebak banten maka dapat diketahui durasi kegiatan normal baru menjadi 143 hari kerja dari 150 hari kerja perencana Setelah dilakukan penjadwalan ulang terdapat 29 pekerjaan yang berada padalintasan kritis seperti: pekerjaan pematangan lahan tanah, pekerjaan pemasangan pagar keliling proyek, pekerjaan pembuatan direksi kid dan pekerjaan galian tanah, secara bersamaan dimulainya pekerjaan tersebut