ANALISIS PERBANDINGAN TEBAL PERKERASAN LENTUR METODE ANALISA KOMPONEN DENGAN MDPJ 2017 (Studi Kasus: Jalan Nagari Bungo Tanjuang Kabupaten Tanah Datar)

Melati Erwindra, Helga Yermadona, Febrimen Herista

Abstract


Roads are an infrastructure that is very important in social life, because roads are a link from one area to another, as well as increasing community economic socialization activities. Such as the Bungo Tanjung road, Tanah Datar Regency, West Sumatra, Indonesia, which is used by local people to go to their agricultural land. Where the condition of the road in the area is still in the form of footpaths which will make it difficult for local residents to transport their agricultural products. For this reason, in order to solve this problem, a development plan is needed for the Nagari Bungo Tanjung road with a length of 1,700 m and a width of 4 m to support the lives of the people of Tanah Datar Regency, where this road is the main access for the surrounding community to get to agricultural land. Taking this title aims to calculate the thickness of the flexible pavement using the Component Analysis method and the 2017 Road Pavement Design Method and its RAB. The calculation for this pavement begins with calculating vehicle traffic and calculating the thickness of the pavement for each method. For the Component Analysis Method, we obtained a 5 cm Laston layer, 20 cm class A crushed stone and 10 mm class B sandstone with an RAB of Rp. 1,163,133,269.60. The 2017 Road Pavement Design method obtained a layer of AC WC 4 cm, AC BC 6 cm, AC Base 10.5 cm and LFA class A 30 cm with an RAB of IDR 3,102,023,338.22.

Keywords: Flexible pavement, component analysis method, MDPJ 2017, RAB.


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References


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