TRANSPORTATION STUDIES AND PAVEMENT DESIGN OF PURABAYA BUS STATION

• Main Author: ARDIAN BAIHAQI (NIM : 15014010), NOVA
• Format: Final Project
• Language: Indonesia
• Online Access: https://digilib.itb.ac.id/gdl/view/29710
• Institution: Institut Teknologi Bandung

<p align="justify"> Purabaya Bus Station located in Sidoarjo, East Java. Bus station which is located on the 120.000 m2 land is the busiest bus station in Southeast Asia. In 2034 the number of passengers is 34.152.376 by assuming that the growth is linear. Peak Hour at 08.00-09.00 with the number of bus is 127 buses.The bus station development process needs to be done until 2034 therefore in the future the bus station is able to accommodate the demand. <br /> <br /> On the accessibility of terminal, design of the road to accommodate traffic at peak hour obtained Q/C value below 0.13 (2/2 UD) and the dimension of the road can accommodate bus turning radius. Curb is designed with width of 1.5 meters to accommodate pedestrians. Passengers terminal area reaches 9189 m2 with demand at peak hour reach 6577 m2. Area of car park which is designed two stories is 5134 m2 and motor parking area is 3096 m2. The queue at the peak hour with assuming the distribution is negative exponential obtained the space requirement for bus to queue is 12.5 minutes with waiting time in the queue under 5 minutes. <br /> <br /> The pavement design is Jointed Reinforced Concrete Pavement (JRCP) using Pd-T-14 2013 Perencanaan Perkerasan Jalan Beton as a standard. Pavement layers consist of 15 cm base course (Lean Mix Concrete) 25 cm concrete slab with roadside. The pavement design uses longitudinal joint with tie bars and tranversal joint with dowel bar. The ratio pavement reinforcement is 0.0024. <p align="justify">