An Overview of The Flexible Pavement Planning on The Jayapura-Angkasa-BASE-G-Dok II road section

Abstract

Easy access to properly maintained road infrastructure is essential for the efficient flow of goods and services. Significant economic growth within a region or within the range of services offered will be the outcome of this transport operating smoothly. In light of this, the Papuan Provincial Government is carrying out a Road Planning initiative with the  objective  of  improving  the  transportation  and  mobilization  links  between  the metropolis of Jayapura and outlying settlements, and vice versa. In order to do this, the Papuan Provincial Government, acting through the Office Public Works of Road and Bridges  Field,  has  scheduled  the  building  of  land  transportation  infrastructure, particularly roads. These budgets are derived from the Papua Province's Regional Budget of APBD/IINFRASTRUCTURE for the 2017 Fiscal Year. The Bina Marga Method will be  used  in  this  study  to  determine  the  composition  and  thickness  of  the  projected pavement layer. Field surveys, supplier surveys, and comparable contract surveys are some of the methods used in this study to collect information and findings that support the hypothesis of a relationship between the variables. According to the research results, we can use 7.5 cm thick LASTON MS 744 as a surface course, 20 cm thick Class A break stone (CBR 100%) as a base course, and 12 cm thick Sirtu class A (70% CBR) as a subbase course.