ctrlnum 52170
fullrecord <?xml version="1.0"?> <dc schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd"><relation>http://eprints.umm.ac.id/52170/</relation><title>PERENCANAAN TEBAL PERKERASAN KAKU (RIGID PAVEMENT) DENGAN MENGGUNAKAN METODE BINA MARGA PADA RUAS JALAN CEMPAGA MULIA SAMPIT (STA 0 + 000 &#x2013; 20+200)</title><creator>BUDI YANTO, SLAMET</creator><subject>TA Engineering (General). Civil engineering (General)</subject><description>ABSTRACT&#xD; Road Cempaga Mulia Sampit is a road that connects the City of Sampit to the industrial area, and also as a liaison between cities within the province. As the amount of traffic increases, it causes the volume of vehicles to increase. With the aim to plan new roads according to the characteristics of the project location. In this study the authors re-planned the construction of the highway by using the type of rigid pavement (rigid pavement), the existence of secondary data such as CBR and valid traffic data is the author's reference to complete this study. By planning and analyzing the rigid pavement thickness according to the age of the plan, and also analyzing the budget plan. From the results of calculations that have been made in this thesis can produce rigid pavement with a composition and pavement thickness K-250 concrete with a thickness of 21 cm, thickness of the foundation layer with K-125 concrete with a thickness of 15 cm, dowel (ruji): &#xD8; 25 mm, length 450 mm, distance 300 mm, width: &#xD8;16 mm, length 700 mm, distance 750 mm. It is also known that the budget plan for rigid pavement costs for the next 20 years of planning is Rp. 113,170,000,000.00 (One Hundred Thirteen Billion One Hundred Seventy Million Rupiah).</description><date>2019-08-24</date><type>Thesis:Thesis</type><type>PeerReview:NonPeerReviewed</type><type>Book:Book</type><language>eng</language><identifier>http://eprints.umm.ac.id/52170/48/PENDAHULUAN.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.umm.ac.id/52170/2/BAB%201.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.umm.ac.id/52170/3/BAB%20II.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.umm.ac.id/52170/4/BAB%20III.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.umm.ac.id/52170/5/BAB%20IV.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.umm.ac.id/52170/6/BAB%20V.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.umm.ac.id/52170/7/LAMPIRAN.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.umm.ac.id/52170/8/POSTER.pdf</identifier><identifier> BUDI YANTO, SLAMET (2019) PERENCANAAN TEBAL PERKERASAN KAKU (RIGID PAVEMENT) DENGAN MENGGUNAKAN METODE BINA MARGA PADA RUAS JALAN CEMPAGA MULIA SAMPIT (STA 0 + 000 &#x2013; 20+200). Bachelors Degree (S1) thesis, University of Muhammadiyah Malang. </identifier><recordID>52170</recordID></dc>
language eng
format Thesis:Thesis
Thesis
PeerReview:NonPeerReviewed
PeerReview
Book:Book
Book
author BUDI YANTO, SLAMET
title PERENCANAAN TEBAL PERKERASAN KAKU (RIGID PAVEMENT) DENGAN MENGGUNAKAN METODE BINA MARGA PADA RUAS JALAN CEMPAGA MULIA SAMPIT (STA 0 + 000 – 20+200)
publishDate 2019
topic TA Engineering (General). Civil engineering (General)
url http://eprints.umm.ac.id/52170/48/PENDAHULUAN.pdf
http://eprints.umm.ac.id/52170/2/BAB%201.pdf
http://eprints.umm.ac.id/52170/3/BAB%20II.pdf
http://eprints.umm.ac.id/52170/4/BAB%20III.pdf
http://eprints.umm.ac.id/52170/5/BAB%20IV.pdf
http://eprints.umm.ac.id/52170/6/BAB%20V.pdf
http://eprints.umm.ac.id/52170/7/LAMPIRAN.pdf
http://eprints.umm.ac.id/52170/8/POSTER.pdf
http://eprints.umm.ac.id/52170/
contents ABSTRACT Road Cempaga Mulia Sampit is a road that connects the City of Sampit to the industrial area, and also as a liaison between cities within the province. As the amount of traffic increases, it causes the volume of vehicles to increase. With the aim to plan new roads according to the characteristics of the project location. In this study the authors re-planned the construction of the highway by using the type of rigid pavement (rigid pavement), the existence of secondary data such as CBR and valid traffic data is the author's reference to complete this study. By planning and analyzing the rigid pavement thickness according to the age of the plan, and also analyzing the budget plan. From the results of calculations that have been made in this thesis can produce rigid pavement with a composition and pavement thickness K-250 concrete with a thickness of 21 cm, thickness of the foundation layer with K-125 concrete with a thickness of 15 cm, dowel (ruji): Ø 25 mm, length 450 mm, distance 300 mm, width: Ø16 mm, length 700 mm, distance 750 mm. It is also known that the budget plan for rigid pavement costs for the next 20 years of planning is Rp. 113,170,000,000.00 (One Hundred Thirteen Billion One Hundred Seventy Million Rupiah).
id IOS4109.52170
institution Universitas Muhammadiyah Malang
institution_id 136
institution_type library:university
library
library Perpustakaan Universitas Muhammadiyah Malang
library_id 546
collection UMM Institutional Repository
repository_id 4109
city MALANG
province JAWA TIMUR
repoId IOS4109
first_indexed 2019-09-03T23:48:05Z
last_indexed 2019-09-03T23:48:05Z
recordtype dc
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