Perencanaan Tebal Perkerasan Lentur Dengan Menggunakan Metode Manual Desain Perkerasan Jalan (MDPJ)/No 02/M/BM/2017 (Studi Kasus : Jalan Bunga Raya-Siak)
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Institusion
Politeknik Negeri Bengkalis
Author
Safitri, Ayuni
Subject
421 Teknik Sipil
Datestamp
2022-09-19 11:24:51
Abstract :
The Jalan Bunga Raya ? Siak section is the main road to get to Kab. Siak's condition is very worrying if it rains, the road will be flooded due to the many holes along the road. Therefore, it is necessary to plan the thickness of flexible pavement to get an effective and efficient pavement thickness to be selected according to the Bungaraya - Silk Road. The method used to determine the type of pavement is the September 2017 Revision Road Pavement Design Manual. From the results of flexible pavement planning based on 10.7% CBR and LHR 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 11,281. 000,000.00
The Jalan Bunga Raya ? Siak section is the main road to get to Kab. Siak's condition is very worrying if it rains, the road will be flooded due to the many holes along the road. Therefore, it is necessary to plan the thickness of flexible pavement to get an effective and efficient pavement thickness to be selected according to the Bungaraya - Silk Road. The method used to determine the type of pavement is the September 2017 Revision Road Pavement Design Manual. From the results of flexible pavement planning based on 10.7% CBR and LHR 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 11,281. 000,000.00
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