PERENCANAAN GEOMETRIK DAN TEBAL PERKERASAN JALAN MAYJEN SATIBI DARWIS – TRANSMIGRASI RAMBUTAN STA 10 + 000 s/d STA 15 + 000 PROVINSI SUMATERA SELATAN
Main Authors: | Ridho, Muhammad , Rahmawati, Nurul |
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Format: | Thesis NonPeerReviewed Book |
Bahasa: | eng |
Terbitan: |
, 2014
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Subjects: | |
Online Access: |
http://eprints.polsri.ac.id/1330/1/Cover%2C%20Kata%20Pengantar%2C%20Abstrak%2C%20Dftr%20Isi.pdf http://eprints.polsri.ac.id/1330/2/BAB%20I.pdf http://eprints.polsri.ac.id/1330/3/BAB%20II.pdf http://eprints.polsri.ac.id/1330/4/BAB%20III.pdf http://eprints.polsri.ac.id/1330/5/BAB%20IV.pdf http://eprints.polsri.ac.id/1330/6/BAB%20V.pdf http://eprints.polsri.ac.id/1330/7/Daftar%20Pustaka.pdf http://eprints.polsri.ac.id/1330/ |
ctrlnum |
1330 |
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fullrecord |
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<dc schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd"><relation>http://eprints.polsri.ac.id/1330/</relation><title>PERENCANAAN GEOMETRIK DAN TEBAL PERKERASAN
JALAN MAYJEN SATIBI DARWIS – TRANSMIGRASI RAMBUTAN STA 10 + 000 s/d STA 15 + 000
PROVINSI SUMATERA SELATAN</title><creator>Ridho, Muhammad </creator><creator>Rahmawati, Nurul </creator><subject>TA Engineering (General). Civil engineering (General)</subject><description>This final report is about geometric design and solid thickness at mayjen satibi darwis avenue – rambutan transmigration STA 10 + 000 s / d STA 15 + 000 south sumatra province.
The writer design the planning based on the level of avenue, classification level of area and traffic load. Satitistic result from LHR is 17646,89 smp, this avenue categorized in class III C (local avenue) based on RSNI Geometric avenue in 2004, which have 4 bends consists of Full Circle, Spiral Circle Spiral, and Spiral Spiral. Based on total number of vehicles which through the road, thickness planned for this avenue consists of its cover AC W is 4 cm, AC BC 8 cm, AC Base 12 cm, upper foundation (CBR 90%) 15 cm, while bottom foundation using Sirtu class B (CBR 60%) 18 cm. In the upper of AC WC, AC BC and AC Base using hard and soft aggregates, Asphalt and Filler either for upper and bottom foundation.
Based on the calculation data, the cost for mayjen satibi darwis avenue project – rambutan transmigration spent , Rp. 47.824.544.000,00 (forty-seven billion, eight hundred and twenty four million five hundred and forty-four thousand rupiah) Keywords: Geometric, LHR, Bend, Thickness, RAB</description><date>2014-07</date><type>Thesis:Thesis</type><type>PeerReview:NonPeerReviewed</type><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1330/1/Cover%2C%20Kata%20Pengantar%2C%20Abstrak%2C%20Dftr%20Isi.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1330/2/BAB%20I.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1330/3/BAB%20II.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1330/4/BAB%20III.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1330/5/BAB%20IV.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1330/6/BAB%20V.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1330/7/Daftar%20Pustaka.pdf</identifier><identifier> Ridho, Muhammad and Rahmawati, Nurul (2014) PERENCANAAN GEOMETRIK DAN TEBAL PERKERASAN JALAN MAYJEN SATIBI DARWIS – TRANSMIGRASI RAMBUTAN STA 10 + 000 s/d STA 15 + 000 PROVINSI SUMATERA SELATAN. Other thesis, Politeknik Negeri Sriwijaya. </identifier><recordID>1330</recordID></dc>
|
language |
eng |
format |
Thesis:Thesis Thesis PeerReview:NonPeerReviewed PeerReview Book:Book Book |
author |
Ridho, Muhammad Rahmawati, Nurul |
title |
PERENCANAAN GEOMETRIK DAN TEBAL PERKERASAN
JALAN MAYJEN SATIBI DARWIS – TRANSMIGRASI RAMBUTAN STA 10 + 000 s/d STA 15 + 000
PROVINSI SUMATERA SELATAN |
publishDate |
2014 |
topic |
TA Engineering (General). Civil engineering (General) |
url |
http://eprints.polsri.ac.id/1330/1/Cover%2C%20Kata%20Pengantar%2C%20Abstrak%2C%20Dftr%20Isi.pdf http://eprints.polsri.ac.id/1330/2/BAB%20I.pdf http://eprints.polsri.ac.id/1330/3/BAB%20II.pdf http://eprints.polsri.ac.id/1330/4/BAB%20III.pdf http://eprints.polsri.ac.id/1330/5/BAB%20IV.pdf http://eprints.polsri.ac.id/1330/6/BAB%20V.pdf http://eprints.polsri.ac.id/1330/7/Daftar%20Pustaka.pdf http://eprints.polsri.ac.id/1330/ |
contents |
This final report is about geometric design and solid thickness at mayjen satibi darwis avenue – rambutan transmigration STA 10 + 000 s / d STA 15 + 000 south sumatra province.
The writer design the planning based on the level of avenue, classification level of area and traffic load. Satitistic result from LHR is 17646,89 smp, this avenue categorized in class III C (local avenue) based on RSNI Geometric avenue in 2004, which have 4 bends consists of Full Circle, Spiral Circle Spiral, and Spiral Spiral. Based on total number of vehicles which through the road, thickness planned for this avenue consists of its cover AC W is 4 cm, AC BC 8 cm, AC Base 12 cm, upper foundation (CBR 90%) 15 cm, while bottom foundation using Sirtu class B (CBR 60%) 18 cm. In the upper of AC WC, AC BC and AC Base using hard and soft aggregates, Asphalt and Filler either for upper and bottom foundation.
Based on the calculation data, the cost for mayjen satibi darwis avenue project – rambutan transmigration spent , Rp. 47.824.544.000,00 (forty-seven billion, eight hundred and twenty four million five hundred and forty-four thousand rupiah) Keywords: Geometric, LHR, Bend, Thickness, RAB |
id |
IOS15200.1330 |
institution |
Politeknik Negeri Sriwijaya |
institution_id |
186 |
institution_type |
library:university library |
library |
Perpustakaan Politeknik Negeri Sriwijaya |
library_id |
333 |
collection |
Perpustakaan Politeknik Negeri Sriwijaya |
repository_id |
15200 |
city |
KOTA PALEMBANG |
province |
SUMATERA SELATAN |
repoId |
IOS15200 |
first_indexed |
2021-08-25T09:28:45Z |
last_indexed |
2021-08-25T09:28:45Z |
recordtype |
dc |
_version_ |
1709058399365234688 |
score |
17.538404 |