TRANSPORTATION DESIGN OF DUMAI CITY MULTIPURPOSE PORT

• Main Author: Hafidh Setiawan, Muhammad
• Format: Final Project
• Language: Indonesia
• Online Access: https://digilib.itb.ac.id/gdl/view/69021
• Institution: Institut Teknologi Bandung

Industrial infrastructure provision inside and outside industrial area and/or within the designated industrial area is one of the prerequisites needed to create reliable, supporting, and upstream industries, as well as the utilization of resources in the future. Dumai City is an Industrial Growth Center Area (WPPI) located in the Riau Industrial Development Area (WPI). The existence of Dumai City Multipurpose Port is later expected to be able to meet the port services needs from its hinterland area, Kawasan Industri Dumai, accordance to Dumai City’s Spatial Planning Regulation for 2019-2039, also be able to support the regional economic aspects. The port is designed as jetty type wharf and there are three types of wharf function based on its hinterland commodities: general cargo, dry bulk, liquid bulk. The port is designed with technical specifications as a local feeder port hierarchy, as stated in the National Port Master Plan document. The demand forecasting method refers to the four-step model, using time series analysis approach, and using Optant PL software. Trip assignment result for the port node in the design year is 5,214,361.50 tons/year. The seaside facilities of the designed port consist of the length of the dock for general cargo, dry bulk, liquid bulk, respectively 558 m, 540 m, and 126 m; typically 32-meters-apron-width for every dock; a trestle with a length of 504 m and a width of 16 m. The scope of the landside port facilities design includes general cargo terminal, dry bulk terminal, and liquid bulk terminal. Area needed for cargo storage is 5,035.02 m2. The needs of dry bulk terminal stockpile area is 676.57 m2. Liquid bulk terminal designed with 4,500 m3 typical storage tanks and yield the needs of 26 units of storage tanks. To provide the accessibility needs at the port area, the road pavement is designed using rigid pavement with 265 mm thick concrete slab, 100 mm thick LMC foundation layer, and 150 mm thick drainage layer.