CD Tugas Akhir
Perencanaan Tebal Perkerasan Lentur Menggunakan Manual Desain Perkerasan Jalan 2017 Pada Ruas Jalan Kartini Kabupaten Kampar
ABSTRACT
The road is a type of land transportation infrastructure that plays an important role in many sectors. Pavement planning is required in road construction. This study plans a flexible pavement at Jalan Kartini using Manual Desain Perkerasan Jalan 2017. The CESA4 value is 0,734774476 million ESA4 and the CESA5 value is 0,780697881 million ESA5, so that the pavement structure layer is in accordance with Design Chart 3B with the adjustment of class A aggregate foundation layer thickness in Design Chart 3C of Manual Desain Perkerasan Jalan 2017 with a thin type of AC (asphalt concrete) surface layer on a grained foundation layer. The obtained structure of flexible pavement layer that is the AC WC surface layer with a thickness of 40 mm, the AC BC surface layer with a thickness of 60 mm, and the Class A aggregate foundation layer with a thickness of 260 mm.
Keywords: flexible pavement, manual desain perkerasan jalan 2017, pavement structure
Tidak tersedia versi lain