ctrlnum 1381
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.polsri.ac.id/1381/</relation><title>PERENCANAAN GEOMETRIK DAN TEBAL PERKERASAN&#xD; JALAN MAYJEN SATIBI DARWIS &#x2013; TRANSMIGRASI RAMBUTAN STA 10 + 000 s/d STA 15 + 000&#xD; PROVINSI SUMATERA SELATAN&#xD; </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 &#x2013; rambutan transmigration STA 10 + 000 s / d STA 15 + 000 south sumatra province.&#xD; 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.&#xD; Based on the calculation data, the cost for mayjen satibi darwis avenue project &#x2013; 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/1381/1/Cover%2C%20Kata%20Pengantar%2C%20Abstrak%2C%20Dftr%20Isi.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1381/2/BAB%20I.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1381/3/BAB%20II.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1381/4/BAB%20III.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1381/5/BAB%20IV.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1381/6/BAB%20V.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1381/7/Daftar%20Pustaka.pdf</identifier><identifier> Ridho, Muhammad and Rahmawati, Nurul (2014) PERENCANAAN GEOMETRIK DAN TEBAL PERKERASAN JALAN MAYJEN SATIBI DARWIS &#x2013; TRANSMIGRASI RAMBUTAN STA 10 + 000 s/d STA 15 + 000 PROVINSI SUMATERA SELATAN. Other thesis, Politeknik Negeri Sriwijaya. </identifier><recordID>1381</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/1381/1/Cover%2C%20Kata%20Pengantar%2C%20Abstrak%2C%20Dftr%20Isi.pdf
http://eprints.polsri.ac.id/1381/2/BAB%20I.pdf
http://eprints.polsri.ac.id/1381/3/BAB%20II.pdf
http://eprints.polsri.ac.id/1381/4/BAB%20III.pdf
http://eprints.polsri.ac.id/1381/5/BAB%20IV.pdf
http://eprints.polsri.ac.id/1381/6/BAB%20V.pdf
http://eprints.polsri.ac.id/1381/7/Daftar%20Pustaka.pdf
http://eprints.polsri.ac.id/1381/
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 IOS15200.1381
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
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