Perbandingan Perkerasan Kaku (Rigid Pavement) Dan Lentur (Flexible Pavement) Studi Kasus Jl. Kayu Api Desa Kuala Penaso Kecamatan Talang Muandau

Ikhsan, M. Al (2020) Perbandingan Perkerasan Kaku (Rigid Pavement) Dan Lentur (Flexible Pavement) Studi Kasus Jl. Kayu Api Desa Kuala Penaso Kecamatan Talang Muandau. Undergraduate thesis, Politeknik Negeri Bengkalis.

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Abstract

Kayu Api street Kuala PenasoVillage is the main road of Talang Muandau Regency. The conditions are very poor if rains, the road will be flooded because of the many holes along the road. Then there was a disagreement between the Ministry and the Public Works Service regarding to chosen type of pavement used.To answer the problem, therefore a good plan to select the effective and efficient type of pavement to be chosen to Kayu Api Street in the Kuala Penaso village. The methods to determine the type of pavement are PD T-14-2003 for rigid pavement and Road Pavement Design Manual (MDPJ) for flexible pavement.Based on the results of the LHR and CBR survey on the existing conditions the result is 10%, so it is identified that the pavement thickness by the Bina Marga 2003/Pd T-14-2003 method is 180 mm with an estimated cost of Rp.23,056,720,000 while the Road Pavement Design Manual/MDPJ 2017 method with a thickness of 220 mm is Rp.21,671,030,000.

Item Type: Thesis (Undergraduate)
Contributors:
ContributionContributorsEmailNIDN/NIDK
Thesis advisorIdham, MuhammadUNSPECIFIEDNIDN0007098401
Uncontrolled Keywords: 2017 MDPJ, Bina Marga 2003, Pavement Road, RAB
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: Editor Perpustakaan
Date Deposited: 21 Jun 2021 10:36
Last Modified: 21 Jun 2021 10:36
URI: http://eprints.polbeng.ac.id/id/eprint/359

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