ctrlnum 3376
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/3376/</relation><title>PERENCANAAN GEOMETRIK DAN TEBAL PERKERASAN LENTUR PADA JALAN SEMBAWA &#x2013; SUKAJADI STA 0+000 &#x2013; STA 5+804 PROVINSI SUMATERA SELATAN</title><creator>ANGGRAINI, DIAN</creator><creator>SUKMA, MESSA OKTAVIA</creator><subject>TA Engineering (General). Civil engineering (General)</subject><description>The Final Report is the geometric design and construction of the Sembawa &#x2013; Sukajadi road South Sumatera Province. This road has an important role in promoting economic growth either. In writing this final report, the authors wanted to know how the methods of planning and bold geometric pavement both on the Sembawa &#x2013; Sukajadi South Sumatera Province, so as to give a sense of security, convenient, and economical for road users.&#xD; In planning this road planning design writer based class of existing roads, the classification level of local roads, traffic loads, soil data as a supporter, and a contour map data area. From the result of calculations, then the Sembawa &#x2013; Sukajadi South Sumatera Province a second class road with a design speed of 60 km/h, and using 4 pieces bend consists of corner 1 Full Circle, 2 Spiral Circle Spiral, and 1 Spiral Spiral. With thick surface layer AC-WC with 5 cm thick, AC-BC with 7 cm thick, AC-Base with 9 cm thick, to base course on using class A broken stone with 15 cm thick, and subbase using the class B broken stone 15 cm thick. &#xD; Based on calculations obtained budget plan Rp. 47.969.863.000,00 (Forty Seven Billion Nine Hundred Sixty Nine Million Eight Hundred Sixty Three Thousand) and time of execution of 127 working days.</description><date>2016-07</date><type>Thesis:Thesis</type><type>PeerReview:NonPeerReviewed</type><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/3376/1/Cover.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/3376/2/BAB%20I%20-%20Pendahuluan.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/3376/3/BAB%20II%20-%20Tinjauan%20Pustaka.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/3376/4/BAB%20III%20-%20Perhitungan%20Geometrik%20%26%20Tebal%20Perkerasan.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/3376/5/BAB%20IV%20-%20Manajemen%20Proyek.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/3376/6/BAB%20V%20-%20Penutup.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/3376/7/Daftar%20Pustaka.pdf</identifier><identifier> ANGGRAINI, DIAN and SUKMA, MESSA OKTAVIA (2016) PERENCANAAN GEOMETRIK DAN TEBAL PERKERASAN LENTUR PADA JALAN SEMBAWA &#x2013; SUKAJADI STA 0+000 &#x2013; STA 5+804 PROVINSI SUMATERA SELATAN. Other thesis, POLITEKNIK NEGERI SRIWIJAYA. </identifier><recordID>3376</recordID></dc>
language eng
format Thesis:Thesis
Thesis
PeerReview:NonPeerReviewed
PeerReview
Book:Book
Book
author ANGGRAINI, DIAN
SUKMA, MESSA OKTAVIA
title PERENCANAAN GEOMETRIK DAN TEBAL PERKERASAN LENTUR PADA JALAN SEMBAWA – SUKAJADI STA 0+000 – STA 5+804 PROVINSI SUMATERA SELATAN
publishDate 2016
topic TA Engineering (General). Civil engineering (General)
url http://eprints.polsri.ac.id/3376/1/Cover.pdf
http://eprints.polsri.ac.id/3376/2/BAB%20I%20-%20Pendahuluan.pdf
http://eprints.polsri.ac.id/3376/3/BAB%20II%20-%20Tinjauan%20Pustaka.pdf
http://eprints.polsri.ac.id/3376/4/BAB%20III%20-%20Perhitungan%20Geometrik%20%26%20Tebal%20Perkerasan.pdf
http://eprints.polsri.ac.id/3376/5/BAB%20IV%20-%20Manajemen%20Proyek.pdf
http://eprints.polsri.ac.id/3376/6/BAB%20V%20-%20Penutup.pdf
http://eprints.polsri.ac.id/3376/7/Daftar%20Pustaka.pdf
http://eprints.polsri.ac.id/3376/
contents The Final Report is the geometric design and construction of the Sembawa – Sukajadi road South Sumatera Province. This road has an important role in promoting economic growth either. In writing this final report, the authors wanted to know how the methods of planning and bold geometric pavement both on the Sembawa – Sukajadi South Sumatera Province, so as to give a sense of security, convenient, and economical for road users. In planning this road planning design writer based class of existing roads, the classification level of local roads, traffic loads, soil data as a supporter, and a contour map data area. From the result of calculations, then the Sembawa – Sukajadi South Sumatera Province a second class road with a design speed of 60 km/h, and using 4 pieces bend consists of corner 1 Full Circle, 2 Spiral Circle Spiral, and 1 Spiral Spiral. With thick surface layer AC-WC with 5 cm thick, AC-BC with 7 cm thick, AC-Base with 9 cm thick, to base course on using class A broken stone with 15 cm thick, and subbase using the class B broken stone 15 cm thick. Based on calculations obtained budget plan Rp. 47.969.863.000,00 (Forty Seven Billion Nine Hundred Sixty Nine Million Eight Hundred Sixty Three Thousand) and time of execution of 127 working days.
id IOS15200.3376
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 2021-08-25T09:30:54Z
last_indexed 2021-08-25T09:30:54Z
recordtype dc
_version_ 1709058377740451840
score 17.538404