DESIGN OF PARKING PAVEMENT AND RAILWAY SYSTEM OF COMMUTER LINE STATION IN TANGERANG

• Main Author: Putra Panuntun, Bagus
• Format: Final Project
• Language: Indonesia
• Online Access: https://digilib.itb.ac.id/gdl/view/43676
• Institution: Institut Teknologi Bandung

The design of commuter line station in Tangerang includes the transportation aspect. Transportation design includes total demand of parking volume, parking pavement system, and railway design. The design consider informations from secondary parking data from an identical station as a benchmark on calculating the proportion of parking demang of cars and motorcycle. Then, it requires the data of occupancy level in surrounding area to understand the parking volume demand. It also requires train spesification to know the capacity of passenger in order to decide the railway type. Literatures that are important are mostly guidelines on parking design, tailway technical procedure, and road pavement. Road pavement design considers two important methods such as component analysis method and AASHTO 1993 to calculate the thickness of pavement required based on the actual parking demand. Pavement system with component analysis method extract the needs of surface layer with 7,5 cm thickness of Hot Rolled Asphalt, base layer with 20 cm of Upper Laston, and subbase layer with 12,5 cm of sandy soil. Through AASHTO 1993, it is estimated that the surface layer needs 12,7 cm thickness of Concrete Asphalt, base layer with 3,81 cm thickness of granulae, and subbase layer with 50,8 cm thickness of granulae. Railway pavement system accomodates train with maximum speed of 100 km/hr using type III railway. Railway with length of 320 m needs the total of 104 segment of type R54 rail with each segment stretched 25 m long. The railpad is pretension concrete as much as 2.136 units. The tether type is using double elastic tether of E-Clip Pandrol produced by PT Pindad as much as 8.544 units.