@thesis{thesis,
		author={FAHREZA  FANIH},
		title ={ANALISIS TEBAL PERKERASAN LENTUR JALAN TOL BALIK PAPAN - SAMARINDA DENGAN MENGGUNAKAN METODE BINA MARGA 2017 SUPLEMEN NO.01/S/MDP 2020 DAN METODE AASHTO 1993},
		year={2022},
		url={http://repository.unismabekasi.ac.id/433/},
		abstract={In a real effort to implement infrastructure development to produce economic equality and improve community welfare in East Kalimantan Province, the Toll Road Regulatory Agency (BPJT) of the Ministry of PUPR undertook the construction of the Balik Papan - Samarinda Toll Road, the construction planning can be done in many ways (methods) to design the pavement. Street. This study calculates the flexible pavement thickness plan and compares the method of Bina Marga 2017 Supplement No.1/S/MDP 2020 and AASHTO 1993.
The results of the thickness of the flexible pavement layer obtained by the Bina Marga 2017 Supplement No.1/S/MDP 2020 method are 4 cm surface layer of AC ? WC material, 6 cm of surface layer between AC ? BC material, 11 cm of the bottom surface layer of AC Base material, 15 cm for the base layer for CTB material and 15 cm for the sub-base layer for Class A LPA material. AASHTO 1993, namely 21 cm for the surface layer of laston material, 16 cm for the top layer for crushed stone material, and 16 cm for the sub-base for crushed stone material. Comparison of Bina Marga 2017 No.01/S/MDP 2020 and AASHTO 1993 methods resulted in different flexible pavement thicknesses according to the thickness standards of each method.

Keywords: Bina Marga 2017 method, 1993 AASHTO method, layer thickness flexible pavement}
		}