Analisis Perencanaan Tebal Perkerasan Jalan Pada Proyek Pembangunan Jalan Tol Bogor - Ciawi – Sukabumi

Abstract

The daily activities of human can not be separated from mobilization. Roads are the most common used land transportation by the community to perform daily mobility, so that the volume of vehicles passing through this road should be supported by road pavement on the roads it passes. A well condition roads pavement would made the traffic flew smoothly. Based on this matter, it was necessary to research about the strength of pavement. This study aimed to calculate the strength of the Bogor - Ciawi - Sukabumi toll road and compare it with other roads. The analysis was conducted based on AASHTO 1993 and SNI Pd T-14-2003 on the concrete pavement roadmap planning. Based on the calculation, the strength of Bogor - Ciawi - Sukabumi Toll Road was 62.525.083 ESAL. It meaned that this road was planned to withstand 510.204.680 ton cumulative axle load during 20 years of the plan life. Referring to SNI Pd T-14-2003, Bogor - Ciawi - Sukabumi Toll Road was suitable to be made with rigid pavement. The strength of Bogor Toll Road - Ciawi - Sukabumi is bigger than Jakarta - Cikampek toll road