PERENCANAAN DESAIN PERKERASAN KAKU (RIGID PAVEMENT) MENGGUNAKAN METODE BINA MARGA 2017 DAN AASHTO 1993 JALAN TOL SERPONG – BALARAJA SEKSI 1B STA 5+150 – STA 9+845

This final assignment examines rigid pavement on toll roads. The purpose of this planning is to plan the pavement design and budget the costs that need to be incurred in toll road planning. So it is necessary to plan the pavement using the 2017 Bina Marga and AASHTO 1993 methods. The data required includes traffic volume data, rainfall data, technical data, soil data. After collecting all the data, planning is carried out using the 2017 Bina Marga and AASHTO methods. 1993 then ended with a RAB calculation that was in accordance with the thickness of the pavement planned for the Serpong – Balaraja toll road so that the design results using the 1993 AASHTO method produced a concrete slab thickness of 42 cm and a foundation layer of 10 cm, whereas in planning using the 2017 Bina Marga method the thickness was obtained. concrete slab around 30.5 cm, foundation layer (LC) 10 cm and foundation layer under class B aggregate 15 cm. Meanwhile, the cost budget plans obtained from each method have different results. For the 2017 Bina Marga rigid pavement method, the planned cost is IDR 73,721,843,085.0. Meanwhile, using the AASHTO 1993 method, the resulting cost plan is IDR 93,313,825,729. This cost budget plan has differences due to different rigid pavement thickness planning results.