Perencanaan Tebal Perkerasan Lentur (Flexible Pavement) dan Perkerasan Kaku (Rigid Pavement)

Nasihah, Hikmatun (2021) Perencanaan Tebal Perkerasan Lentur (Flexible Pavement) dan Perkerasan Kaku (Rigid Pavement). Undergraduate thesis, Politeknik Negeri Bengkalis.

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Abstract

Prof. M. Yamin street, Purnama District, West Dumai District is one of the infrastructures that will later be used as a liaison between Cut Nyak Dien which is the main road for the industrial area in West Dumai District, and Gatot Subroto, also an industrial area in South Dumai District. It is will built the flexible pavement. Therefore the purpose is to get the thickness of the pavement and the estimate of the engineer. This planning of road pavement by using the Manual of Road Pavement Design (MDPJ 2017) methode. The results of this planning that the thickness of flexible pavement with LFA Class A 40 cm, AC-BC 6 cm, and AC-WC 4 cm. While the rigid pavement with Class A 12.5 cm, and Concrete Plate 20 cm and then the estimate of engineer as big as Rp 6.540.083.751 for flexible pavement and Rp 6.809.097.106.for rigid pavement.

Item Type: Thesis (Undergraduate)
Contributors:
ContributionContributorsEmailNIDN/NIDK
Thesis advisorIdham, Muhammadidham@polbeng.ac.idNIDN0007098401
Uncontrolled Keywords: MDPJ 2017, Flexible Pavement, Rigid Pavement, Estimate of Engineer.
Subjects: 410 ILMU TEKNIK > 420 TEKNIK SIPIL DAN PERENCANAAN TATA RUANG > 421 Teknik Sipil
Divisions: Jurusan Teknik Sipil > Sarjana Terapan Teknik Perancangan Jalan Dan Jambatan > TUGAS AKHIR
Depositing User: Users 252 not found.
Date Deposited: 29 Sep 2021 09:15
Last Modified: 29 Sep 2021 09:15
URI: http://eprints.polbeng.ac.id/id/eprint/1913

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