PERENCANAAN GEOMETRIK DAN TEBAL PERKERASAN KAKU PADA RUAS JALAN BETUNG – SUNGAI LILIN STA 21+000 – 29+000 PROVINSI SUMATERA SELATAN
| Main Authors: | HASBULLAH, ADAM , ANGGARA, WAHYUDI TIRTA |
|---|---|
| Format: | Thesis NonPeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
, 2015
|
| Subjects: | |
| Online Access: |
http://eprints.polsri.ac.id/1534/1/Cover.pdf http://eprints.polsri.ac.id/1534/2/BAB%20I.pdf http://eprints.polsri.ac.id/1534/3/BAB%20II.pdf http://eprints.polsri.ac.id/1534/4/BAB%20III.pdf http://eprints.polsri.ac.id/1534/5/BAB%20IV.pdf http://eprints.polsri.ac.id/1534/6/BAB%20V.pdf http://eprints.polsri.ac.id/1534/7/Daftar%20Pustaka.pdf http://eprints.polsri.ac.id/1534/ |
| ctrlnum |
1534 |
|---|---|
| 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/1534/</relation><title>PERENCANAAN GEOMETRIK DAN TEBAL PERKERASAN KAKU
PADA RUAS JALAN BETUNG – SUNGAI LILIN
STA 21+000 – 29+000
PROVINSI SUMATERA SELATAN</title><creator>HASBULLAH, ADAM </creator><creator>ANGGARA, WAHYUDI TIRTA </creator><subject>TA Engineering (General). Civil engineering (General)</subject><description>Highway contruction is the most important that we need to make a good economic
in our city. Betung and Sungai Lilin have potensial areas for agribusiness and
agro-indsutries so to make good connection between Betung and sungai lilin, we
need comfort road and In this final report, the writer do the re-planning. How the
best way in the planning geomatric design, the harden rigid contruction, the
classify of street, and the calculation of cost in Betung – Sungai Lilin untill the
street can bring the peaceful, comfortable and reachable for the customer.
In the planning of geomatric design street, the guidance there are the
calculation alinyemen horizontal, alinyemen vertical, classify of street, and what
the harden was used. Based on the calculation above, found that Betung – Sungai
Lilin was in the classify I with the planning speed 80 km/jam, 8 intersection we
use are 3 Spiral – Spiral, 2 Full Circle, dan 3 Spiral Circle Spiral. In this street
we use rigid pavement K – 300 with the thick 26 cm. Developing this street was
done in 146 days with the total cost Rp 35.424.000.000 (Tiga Puluh Lima Milyar
Empat Ratus Dua Puluh Empat Juta Rupiah).
Key word : The road, geometric design, thickness of rigid pavement.</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/1534/1/Cover.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1534/2/BAB%20I.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1534/3/BAB%20II.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1534/4/BAB%20III.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1534/5/BAB%20IV.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1534/6/BAB%20V.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1534/7/Daftar%20Pustaka.pdf</identifier><identifier> HASBULLAH, ADAM and ANGGARA, WAHYUDI TIRTA (2015) PERENCANAAN GEOMETRIK DAN TEBAL PERKERASAN KAKU PADA RUAS JALAN BETUNG – SUNGAI LILIN STA 21+000 – 29+000 PROVINSI SUMATERA SELATAN. Other thesis, Politeknik Negeri Sriwijaya. </identifier><recordID>1534</recordID></dc>
|
| language |
eng |
| format |
Thesis:Thesis Thesis PeerReview:NonPeerReviewed PeerReview Book:Book Book |
| author |
HASBULLAH, ADAM ANGGARA, WAHYUDI TIRTA |
| title |
PERENCANAAN GEOMETRIK DAN TEBAL PERKERASAN KAKU
PADA RUAS JALAN BETUNG – SUNGAI LILIN
STA 21+000 – 29+000
PROVINSI SUMATERA SELATAN |
| publishDate |
2015 |
| topic |
TA Engineering (General). Civil engineering (General) |
| url |
http://eprints.polsri.ac.id/1534/1/Cover.pdf http://eprints.polsri.ac.id/1534/2/BAB%20I.pdf http://eprints.polsri.ac.id/1534/3/BAB%20II.pdf http://eprints.polsri.ac.id/1534/4/BAB%20III.pdf http://eprints.polsri.ac.id/1534/5/BAB%20IV.pdf http://eprints.polsri.ac.id/1534/6/BAB%20V.pdf http://eprints.polsri.ac.id/1534/7/Daftar%20Pustaka.pdf http://eprints.polsri.ac.id/1534/ |
| contents |
Highway contruction is the most important that we need to make a good economic
in our city. Betung and Sungai Lilin have potensial areas for agribusiness and
agro-indsutries so to make good connection between Betung and sungai lilin, we
need comfort road and In this final report, the writer do the re-planning. How the
best way in the planning geomatric design, the harden rigid contruction, the
classify of street, and the calculation of cost in Betung – Sungai Lilin untill the
street can bring the peaceful, comfortable and reachable for the customer.
In the planning of geomatric design street, the guidance there are the
calculation alinyemen horizontal, alinyemen vertical, classify of street, and what
the harden was used. Based on the calculation above, found that Betung – Sungai
Lilin was in the classify I with the planning speed 80 km/jam, 8 intersection we
use are 3 Spiral – Spiral, 2 Full Circle, dan 3 Spiral Circle Spiral. In this street
we use rigid pavement K – 300 with the thick 26 cm. Developing this street was
done in 146 days with the total cost Rp 35.424.000.000 (Tiga Puluh Lima Milyar
Empat Ratus Dua Puluh Empat Juta Rupiah).
Key word : The road, geometric design, thickness of rigid pavement. |
| id |
IOS15200.1534 |
| 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_ |
1709058397396008960 |
| score |
17.538404 |