UMM Institutional Repository

ANALISIS PERBANDINGAN STRUKTUR PERKERASAN LENTUR DENGAN STRUKTUR PERKERASAN PAVING BLOK PADA JALAN AKSES PERUMAHAN BUMI PODO RUKUN KECAMATAN DAU KABUPATEN MALANG (DITINJAU TERHADAP STUDI FINANSIAL)

Prasetyo, Ivan Hendri (2019) ANALISIS PERBANDINGAN STRUKTUR PERKERASAN LENTUR DENGAN STRUKTUR PERKERASAN PAVING BLOK PADA JALAN AKSES PERUMAHAN BUMI PODO RUKUN KECAMATAN DAU KABUPATEN MALANG (DITINJAU TERHADAP STUDI FINANSIAL). Bachelors Degree (S1) thesis, University of Muhammadiyah Malang.

[img]
Preview
Text
PENDAHULUAN.pdf

Download (4MB) | Preview
[img]
Preview
Text
BAB I.pdf

Download (680kB) | Preview
[img]
Preview
Text
BAB II.pdf

Download (1MB) | Preview
[img]
Preview
Text
BAB III.pdf

Download (1MB) | Preview
[img] Text
BAB IV.pdf
Restricted to Registered users only

Download (2MB) | Request a copy
[img] Text
BAB V.pdf
Restricted to Registered users only

Download (584kB) | Request a copy
[img] Text
LAMPIRAN.pdf
Restricted to Registered users only

Download (4MB) | Request a copy

Abstract

Bumi Podo Rukun access road connects the housing with the road system which has higher level of service. This access road is in the form of clay land construction. This type of land gets slippery during rainy season and causes certain danger which requires pavement construction. The construction for the housing is in the form of flexible pavement structure or paving block pavement structure. This study aims at finding the more efficient pavement structures. The method of flexible pavement structure planning refers to SNI 03-1732-1989 and the method of paving block pavement structure is based on Interlocking Concrete Pavement Institute (ICPI). The Financial study uses the minimum cost analysis. The flexible pavement structure consists of Laston surface MS 340 with 7.5 cm thickness, the upper layer foundation consists of broken stone of type C (CBR 60%) with 20 cm thickness, and the lower layer foundation consists of sand and rock type C (CBR 30%) with 19.5 cm thickness. The paving block pavement structure consists of block paving surface type C with II grade quality (27 Mpa) with 8 cm thickness, sand extension layer with 3 cm thickness, and broken stone foundation layer type B (CBR 80%) with 12.5 cm thickness, the herringbone pattern is 90o, the concrete barrier of 15 x 25 x 40 cm. The result of the study shows that the paving block pavement structure is more efficient for access road of Bumi Podo Rukun housing.

Item Type: Thesis (Bachelors Degree (S1))
Student ID: 201410340311127
Thesis Advisors: Alik Ansyori Alamsyah (0726036402), Khoirul Abadi (0717056401)
Keywords: Flexible Pavement Structure; Paving Blok Pavement Structure; Financial Study; Housing Access Road
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
T Technology > TE Highway engineering. Roads and pavements
Divisions: Faculty of Engineering > Department of Civil Engineering (22201)
Depositing User: 201410340311127
Date Deposited: 23 Aug 2019 08:06
Last Modified: 23 Aug 2019 08:06
URI : http://eprints.umm.ac.id/id/eprint/51308

Actions (login required)

View Item View Item
UMM Official

© 2008 UMM Library. All Rights Reserved.
Jl. Raya Tlogomas No 246 Malang East Java Indonesia - Phone +62341464318 ext. 150, 151 - Fax +62341464101
E-Mail : infopus[at]umm.ac.id - Website : http://lib.umm.ac.id - Online Catalog : http://laser.umm.ac.id - Repository : http://eprints.umm.ac.id

Web Analytics

UMM Institutional Repository is powered by :
EPrints Logo