PERENCANAAN TEBAL PERKERASAN LENTUR DENGAN MENGGUNAKAN METODE ANALISA KOMPONEN DAN METODE LENDUTAN MENGGUNAKAN ALAT BENKELMAN BEAM (Studi Kasus: Jl. Tukad Badung, Denpasar Selatan, Bali)

Abstract

Currently, infrastructure development is increasing in various regions, one of which is supporting transportation infrastructure in the industrial sector. A construction project is an activity planned and implemented to build, modify or repair physical structures or infrastructure, such as buildings, roads, bridges, dams and so on. The aim of a construction project is to create infrastructure that supports and supports community activities in accordance with the established budget and schedule. Based on observations on Jl. Tukad Badung, this road experienced moderate damage caused by the existing asphalt which had not been renewed so that over time the road was damaged and made passing motorists less comfortable. It is necessary to plan the construction of a new road for comfortable driving for those crossing Jl. Tukad Badung. The results of measurements in the field showed that the road length was 2.35km, where I set STA 0+000 in front of Kunudhhani and STA 2+350 ended in front of Kimia Farma (Jl. Tukad Badung-Jl. Tukad Yeh Aya junction), the road width was 7 meters and the width of the road shoulder is 3 meters. From the results of the planning I did on Jl. Tukad Badung, South Denpasar with a road length of STA 0+000 – STA 2+350, the conclusion is obtained, namely a calculation using the Component Analysis Method, the result is that the required pavement thickness = 5 cm in the form of AC-WC. Calculations using the Deflection Method, the required pavement thickness results are AC – WC = 4cm, AC – BC = 6cm and Aggregate A = 30cm.