CD Tugas Akhir
Evaluasi Tebal Perkerasan Lentur Dengan Metode (Mdpj) 2024 Pada Penambahan Jaringan Jalan Lingkungan Kampus Universitas Riau
ABSTRACT
Road pavement is an important element that supports an efficient and safe transportation system, especially in the campus environment. Universitas Riau has experienced significant development in terms of academic activities and infrastructure, so that the addition of a new road network is needed to improve and facilitate accessibility to the campus. The purpose of this study is to plan the thickness of flexible pavement on new road sections in the Universitas Riau Campus environment using MDPJ 2024. The data needed for planning are CBR (California Bearing Ratio), LHR (Average Daily Traffic) and Traffic Growth Factor (i) in order to determine the VDF and find the CESAL Value. The planning results obtained flexible pavement thickness with AC-WC thickness of 4 cm, AB-BC thickness of 6 cm, AC-Base thickness of 8 cm, Class A Aggregate Foundation Layer thickness of 20 cm, Class B Aggregate Foundation Layer thickness of 15 cm, Class C Aggregate Foundation Layer thickness of 20 cm.
Keywords: VDF, CESAL, MDPJ 2024, Flexible Pavement
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