TINJAUAN PERENCANAAN GEOMETRIK DAN TEBAL PERKERASAN KAKU PADA JALAN BATAS KOTA PALEMBANG – TANJUNG API-API STA 33+300 – STA 41+500 PROVINSI SUMATERA SELATAN
| ctrlnum |
1527 |
|---|---|
| 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/1527/</relation><title>TINJAUAN PERENCANAAN GEOMETRIK DAN TEBAL PERKERASAN KAKU PADA JALAN BATAS KOTA PALEMBANG – TANJUNG API-API STA 33+300 – STA 41+500
PROVINSI SUMATERA SELATAN</title><creator>Sanjaya, Arif </creator><creator>Wiradinata, Windra </creator><subject>TA Engineering (General). Civil engineering (General)</subject><description>This final project is a geometric design and rigid pavement thickness overview of bounds road between Palembang and Tanjung Api-Api STA 33 + 300 - STA 41 + 500. This project is located in the bounds road between the city of Palembang and Tanjung Api-Api Harbour, which makes this road as a province road of South Sumatra.
In this road design, we as the Author devising based on grade of roads, road terrain classification, and also the traffic load. From the calculation we get that the LHR is 12.194 smp, this road is classified into II A grade (Secondary Roads) which has a value of 6.000-20.000 smp based on The Regulation of Geometric Highway Design (1970). From the Rigid Pavement Thickness calculation Author get 22 cm as the thickness. Based on the cost calculation of bounds road between Palembang and Tanjung Api-Api STA 33 + 300 - STA 41 + 500, the cost that must be paid is Rp. 134.939 billion ( a hundred thirty four billion nine hundred thirty nine million).
Based on the design, the Authors concluded that the geometric and rigid pavement design are influenced by the condition of subgrade, LHR, grade of roads, and traffic accretion.</description><date>2015-10</date><type>Thesis:Thesis</type><type>PeerReview:NonPeerReviewed</type><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1527/1/COVER%20FIX%20CD%20TA.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1527/2/BAB%201%20FIX%20CD%20TA.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1527/3/BAB%202%20FIX%20CD%20TA.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1527/4/BAB%203%20FIX%20CD%20TA.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1527/5/BAB%204%20FIX%20CD%20TA%20%28ANALISA%20HARGA%20SATUAN%20PEKERJAAN%29.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1527/6/BAB%204%20FIX%20CD%20TA%20%28PERGITUNGAN%20HARI%20KERJA%29.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1527/7/BAB%204%20FIX%20CD%20TA%20%28RKS%29.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1527/8/BAB%205%20FIX%20CD%20TA.pdf</identifier><identifier> Sanjaya, Arif and Wiradinata, Windra (2015) TINJAUAN PERENCANAAN GEOMETRIK DAN TEBAL PERKERASAN KAKU PADA JALAN BATAS KOTA PALEMBANG – TANJUNG API-API STA 33+300 – STA 41+500 PROVINSI SUMATERA SELATAN. Other thesis, Politeknik Negeri Sriwijaya. </identifier><recordID>1527</recordID></dc>
|
| language |
eng |
| format |
Thesis:Thesis Thesis PeerReview:NonPeerReviewed PeerReview Book:Book Book |
| author |
Sanjaya, Arif Wiradinata, Windra |
| title |
TINJAUAN PERENCANAAN GEOMETRIK DAN TEBAL PERKERASAN KAKU PADA JALAN BATAS KOTA PALEMBANG – TANJUNG API-API STA 33+300 – STA 41+500
PROVINSI SUMATERA SELATAN |
| publishDate |
2015 |
| topic |
TA Engineering (General). Civil engineering (General) |
| url |
http://eprints.polsri.ac.id/1527/1/COVER%20FIX%20CD%20TA.pdf http://eprints.polsri.ac.id/1527/2/BAB%201%20FIX%20CD%20TA.pdf http://eprints.polsri.ac.id/1527/3/BAB%202%20FIX%20CD%20TA.pdf http://eprints.polsri.ac.id/1527/4/BAB%203%20FIX%20CD%20TA.pdf http://eprints.polsri.ac.id/1527/5/BAB%204%20FIX%20CD%20TA%20%28ANALISA%20HARGA%20SATUAN%20PEKERJAAN%29.pdf http://eprints.polsri.ac.id/1527/6/BAB%204%20FIX%20CD%20TA%20%28PERGITUNGAN%20HARI%20KERJA%29.pdf http://eprints.polsri.ac.id/1527/7/BAB%204%20FIX%20CD%20TA%20%28RKS%29.pdf http://eprints.polsri.ac.id/1527/8/BAB%205%20FIX%20CD%20TA.pdf http://eprints.polsri.ac.id/1527/ |
| contents |
This final project is a geometric design and rigid pavement thickness overview of bounds road between Palembang and Tanjung Api-Api STA 33 + 300 - STA 41 + 500. This project is located in the bounds road between the city of Palembang and Tanjung Api-Api Harbour, which makes this road as a province road of South Sumatra.
In this road design, we as the Author devising based on grade of roads, road terrain classification, and also the traffic load. From the calculation we get that the LHR is 12.194 smp, this road is classified into II A grade (Secondary Roads) which has a value of 6.000-20.000 smp based on The Regulation of Geometric Highway Design (1970). From the Rigid Pavement Thickness calculation Author get 22 cm as the thickness. Based on the cost calculation of bounds road between Palembang and Tanjung Api-Api STA 33 + 300 - STA 41 + 500, the cost that must be paid is Rp. 134.939 billion ( a hundred thirty four billion nine hundred thirty nine million).
Based on the design, the Authors concluded that the geometric and rigid pavement design are influenced by the condition of subgrade, LHR, grade of roads, and traffic accretion. |
| id |
IOS15200.1527 |
| 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 |
2021-08-25T09:28:58Z |
| last_indexed |
2021-08-25T09:28:58Z |
| recordtype |
dc |
| _version_ |
1709058397501915136 |
| score |
17.538404 |