Perencanaan Tebal Perkerasan Lentur Jalan (Flexible pavement) Metode Manual Desain Perkerasan Jalan 2017 (Studi Kasus : Jalan Datuk Djailani, Dusun Sei. Limau, Kembung Luar,
Kecamatan Bantan, Kabupaten Bengkalis)
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Institusion
Politeknik Negeri Bengkalis
Author
Liana, Essy
Subject
421 Teknik Sipil
Datestamp
2023-09-22 15:41:27
Abstract :
The Road Datuk Djailani, Sei. Limau, Kembung Luar, Bantan, Bengkalis is a road that has an important role for the community in the field of education and distribution of goods such as coconut, rubber, areca nut, and palm oil. In addition, this road is also a very important access road for the local community to connect the traffic lane between Pambang Village ?Teluk Lancar which is currently experiencing damage, causing disruption to community activities in carrying out their daily activities. In planning the thickness of the flexible pavement on this road, the method used is the 2017 Road Pavement Design Manual. From the results of flexible pavement planning based on 11,85% CBR data, the September 2017 Revision Road Pavement Design Manual method has a thickness of AC-WC 40 mm, AC-BC 60 mm, and LFA Class A 260 mm with an estimated cost of Rp 26.539.000.000,00
The Road Datuk Djailani, Sei. Limau, Kembung Luar, Bantan, Bengkalis is a road that has an important role for the community in the field of education and distribution of goods such as coconut, rubber, areca nut, and palm oil. In addition, this road is also a very important access road for the local community to connect the traffic lane between Pambang Village ?Teluk Lancar which is currently experiencing damage, causing disruption to community activities in carrying out their daily activities. In planning the thickness of the flexible pavement on this road, the method used is the 2017 Road Pavement Design Manual. From the results of flexible pavement planning based on 11,85% CBR data, the September 2017 Revision Road Pavement Design Manual method has a thickness of AC-WC 40 mm, AC-BC 60 mm, and LFA Class A 260 mm with an estimated cost of Rp 26.539.000.000,00
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