ANALISIS TEBAL PERKERASAN LENTUR PADA JALAN TOL AKSES MENUJU BANDARA INTERNATIONAL KERTAJATI

Abstract

Access road to toll road access to Kertajati International Airport, Majalengka Regency, West Java, is
part of the transportation system as a means of service infrastructure for the impact of population growth. In
order to meet these needs, a new pavement design is needed to serve the traffic needs in the future. The concept of
flexible pavement planning is planned for the axle load configuration which results in the greatest stress on the
slab. Likewise in the portlan cement association method, the calculations obtained are almost the same as the
2017 road pavement design manual (MDP). each obtained for surface AC/WC AC/BC 10.16 cm, Asphalt Base
14.85 cm and with a manual design 2017. The resulting AC/WC AC/BC surface layer is 100 cm thick and
Asphalt Base is 145 cm thick. So that the total thickness of the flexible pavement is 24.5 cm, from the results of
both the AC/WC AC/BC surface figures 100 cm Asphalt Base 150 cm, the difference is larger and smaller than
the calculation. This is due to the basic concept of each method