ANALISIS TEBAL PERKERASAN KAKU JALAN TOL SERANG – PANIMBANG DENGAN METODE BINA MARGA 2003 DAN AASHTO 1993 PADA STA. 0+000 – 7+700

Abstract

The Serang - Panimbang Toll Road is a means of supporting the Government's program to develop the Tanjung Lesung Special Economic Zone (KEK) which is one of the main priorities of the Committee for the Acceleration of Priority Infrastructure Provision (KPPIP) and for developing territorial potential by the local Regional Government. The Serang - Panimbang Toll Road will be connected to the Jakarta - Merak Toll Road. This study aims to analyze the thickness of the rigid pavement on the toll road using Bina Marga 2003 and AASHTO 1993 methods. The results obtained from this study are rigid pavement planning using a type of continuous cement concrete pavement without reinforcement. The results of the analysis of the concrete pavement calculation obtained a concrete plate thickness of 240 mm or 24 cm for the 2003 Bina Marga method, while for the 1993 AASHTO method a concrete plate thickness of 12.5 inches or 31.75 cm was obtained, with a sub-base layer on each method of 100 mm or 10 cm.