ctrlnum 4150
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/4150/</relation><title>PERENCANAAN GEOMETRIK DAN TEBAL PERKERASAN LENTUR JALAN TERAWAS &#x2013; TABA TINGGI STA 19 + 250 &#x2013; STA 24 + 500&#xD; KABUPATEN MUSI RAWAS PROVINSI SUMATERA SELATAN</title><creator>AHMAJI, FEBRUAR FITRA</creator><creator>RABATIMAERLY, RYNO</creator><subject>TA Engineering (General). Civil engineering (General)</subject><description>Road have an important role inimproving the economic growthboth locally and nationally. On the writing of this final report, we want to study how to plan a good geometric and pavement thickness design on Jalan Terawas &#x2013; Taba Tinggi, So that the road cansafe, comfortable and economical for the users.&#xD; On this planning of road, we use an existing trace data, daily traffic data, CBR (California Bearing Ratio) dataand contour map.&#xD; On planning a geometric design of a road, things to be the referrals are horizontal alignment, vertical alignment and determining what kind of pavement to use.&#xD; From the calculation, Jalan Terawas &#x2013; Taba Tinggi is a IIA-class road with the speed plan of 80km/hour, and consist of 6 curves that is3 Spiral-Circle-Spiral, 2 Spiral-Spiral and 1 Full Circle. Surface layer with AC-WC layer with 4 cm thickness, AC-BC layer with 6 cm thickness, AC-Base layer with 7,5 cm thickness, upper layer using B-class aggregate with 15 cm thickness and bottom layer with B-class aggregate with 16 cm thickness. &#xD; According to the budget plan, the cost of this project is Rp. 51.851.350.000,00(Fifty One Billion Eight Hundred Fifty One Million Three Hundred Fifty Thousand Rupiah) with 137 days of execution time.</description><date>2017-07</date><type>Thesis:Thesis</type><type>PeerReview:NonPeerReviewed</type><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/4150/1/FILE%20I.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/4150/2/FILE%20II.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/4150/3/FILE%20III.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/4150/4/FILE%20IV.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/4150/5/FILE%20V.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/4150/6/FILE%20VI.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/4150/7/FILE%20VII.pdf</identifier><type>Other:Other</type><language>eng</language><identifier>http://eprints.polsri.ac.id/4150/8/BARCHART%20KURVA%20S.xlsx</identifier><identifier> AHMAJI, FEBRUAR FITRA and RABATIMAERLY, RYNO (2017) PERENCANAAN GEOMETRIK DAN TEBAL PERKERASAN LENTUR JALAN TERAWAS &#x2013; TABA TINGGI STA 19 + 250 &#x2013; STA 24 + 500 KABUPATEN MUSI RAWAS PROVINSI SUMATERA SELATAN. Other thesis, POLITEKNIK NEGERI SRIWIJAYA. </identifier><recordID>4150</recordID></dc>
language eng
format Thesis:Thesis
Thesis
PeerReview:NonPeerReviewed
PeerReview
Book:Book
Book
Other:Other
Other
author AHMAJI, FEBRUAR FITRA
RABATIMAERLY, RYNO
title PERENCANAAN GEOMETRIK DAN TEBAL PERKERASAN LENTUR JALAN TERAWAS – TABA TINGGI STA 19 + 250 – STA 24 + 500 KABUPATEN MUSI RAWAS PROVINSI SUMATERA SELATAN
publishDate 2017
topic TA Engineering (General). Civil engineering (General)
url http://eprints.polsri.ac.id/4150/1/FILE%20I.pdf
http://eprints.polsri.ac.id/4150/2/FILE%20II.pdf
http://eprints.polsri.ac.id/4150/3/FILE%20III.pdf
http://eprints.polsri.ac.id/4150/4/FILE%20IV.pdf
http://eprints.polsri.ac.id/4150/5/FILE%20V.pdf
http://eprints.polsri.ac.id/4150/6/FILE%20VI.pdf
http://eprints.polsri.ac.id/4150/7/FILE%20VII.pdf
http://eprints.polsri.ac.id/4150/8/BARCHART%20KURVA%20S.xlsx
http://eprints.polsri.ac.id/4150/
contents Road have an important role inimproving the economic growthboth locally and nationally. On the writing of this final report, we want to study how to plan a good geometric and pavement thickness design on Jalan Terawas – Taba Tinggi, So that the road cansafe, comfortable and economical for the users. On this planning of road, we use an existing trace data, daily traffic data, CBR (California Bearing Ratio) dataand contour map. On planning a geometric design of a road, things to be the referrals are horizontal alignment, vertical alignment and determining what kind of pavement to use. From the calculation, Jalan Terawas – Taba Tinggi is a IIA-class road with the speed plan of 80km/hour, and consist of 6 curves that is3 Spiral-Circle-Spiral, 2 Spiral-Spiral and 1 Full Circle. Surface layer with AC-WC layer with 4 cm thickness, AC-BC layer with 6 cm thickness, AC-Base layer with 7,5 cm thickness, upper layer using B-class aggregate with 15 cm thickness and bottom layer with B-class aggregate with 16 cm thickness. According to the budget plan, the cost of this project is Rp. 51.851.350.000,00(Fifty One Billion Eight Hundred Fifty One Million Three Hundred Fifty Thousand Rupiah) with 137 days of execution time.
id IOS15200.4150
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 2021-08-25T09:31:27Z
last_indexed 2021-08-25T09:31:27Z
recordtype dc
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