PERENCANAAN GEOMETRIK DAN TEBAL PERKERASAN JALAN BETUNG – SEI LILIN STA 15 + 000 – STA 20 + 000 PROVINSI SUMATERA SELATAN
| Main Authors: | Pratama, Faldy, Rohim, Muhammad |
|---|---|
| Format: | Thesis NonPeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
, 2014
|
| Subjects: | |
| Online Access: |
http://eprints.polsri.ac.id/1325/1/COVER%20DLL.pdf http://eprints.polsri.ac.id/1325/2/BAB%20I.pdf http://eprints.polsri.ac.id/1325/3/BAB%20II.pdf http://eprints.polsri.ac.id/1325/4/BAB%20III.pdf http://eprints.polsri.ac.id/1325/5/BAB%20IV.pdf http://eprints.polsri.ac.id/1325/6/BAB%20V.pdf http://eprints.polsri.ac.id/1325/ |
| ctrlnum |
1325 |
|---|---|
| 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/1325/</relation><title>PERENCANAAN GEOMETRIK DAN TEBAL PERKERASAN
JALAN BETUNG – SEI LILIN STA 15 + 000 – STA 20 + 000
PROVINSI SUMATERA SELATAN</title><creator>Pratama, Faldy</creator><creator>Rohim, Muhammad</creator><subject>TA Engineering (General). Civil engineering (General)</subject><description>Betung - Sei Lilin road is a road that connects the city limits of Palembang to
Jambi city limits. This road section has an important role in promoting economic
growth both locally and nationally. In writing this final report, writers want to
know how the geometric planning methods and pavement thickness are good at
Betung - Sei Lilin road, so the road can give safety, comfortable, and economical
for all road users. In the geometric design of highway planning, the main basic
references are horizontal alignment, vertical alignment and to design the type of
pavement. From the results of the above calculations, the Betung - Sei Lilin road
is the way class I A (Arterial Road) with a speed plan 80 km/hour and this road
used 7 curves. Layer using the type of road surface pavement Laston with 10 cm
of thickness, the base layer using split class A with 25 cm of thickness, and
subbase layer using Sirtu class A with 54 cm of thickness. Construction of roads
was carried out within 143 days with total budget Rp. 33,801,106,600.00.
Keywords : Horizontal Alignment, Vertical Alignment, Pavement Thickness,
Budget Planning.</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/1325/1/COVER%20DLL.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1325/2/BAB%20I.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1325/3/BAB%20II.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1325/4/BAB%20III.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1325/5/BAB%20IV.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1325/6/BAB%20V.pdf</identifier><identifier> Pratama, Faldy and Rohim, Muhammad (2014) PERENCANAAN GEOMETRIK DAN TEBAL PERKERASAN JALAN BETUNG – SEI LILIN STA 15 + 000 – STA 20 + 000 PROVINSI SUMATERA SELATAN. Other thesis, Politeknik Negeri Sriwijaya. </identifier><recordID>1325</recordID></dc>
|
| language |
eng |
| format |
Thesis:Thesis Thesis PeerReview:NonPeerReviewed PeerReview Book:Book Book |
| author |
Pratama, Faldy Rohim, Muhammad |
| title |
PERENCANAAN GEOMETRIK DAN TEBAL PERKERASAN
JALAN BETUNG – SEI LILIN STA 15 + 000 – STA 20 + 000
PROVINSI SUMATERA SELATAN |
| publishDate |
2014 |
| topic |
TA Engineering (General). Civil engineering (General) |
| url |
http://eprints.polsri.ac.id/1325/1/COVER%20DLL.pdf http://eprints.polsri.ac.id/1325/2/BAB%20I.pdf http://eprints.polsri.ac.id/1325/3/BAB%20II.pdf http://eprints.polsri.ac.id/1325/4/BAB%20III.pdf http://eprints.polsri.ac.id/1325/5/BAB%20IV.pdf http://eprints.polsri.ac.id/1325/6/BAB%20V.pdf http://eprints.polsri.ac.id/1325/ |
| contents |
Betung - Sei Lilin road is a road that connects the city limits of Palembang to
Jambi city limits. This road section has an important role in promoting economic
growth both locally and nationally. In writing this final report, writers want to
know how the geometric planning methods and pavement thickness are good at
Betung - Sei Lilin road, so the road can give safety, comfortable, and economical
for all road users. In the geometric design of highway planning, the main basic
references are horizontal alignment, vertical alignment and to design the type of
pavement. From the results of the above calculations, the Betung - Sei Lilin road
is the way class I A (Arterial Road) with a speed plan 80 km/hour and this road
used 7 curves. Layer using the type of road surface pavement Laston with 10 cm
of thickness, the base layer using split class A with 25 cm of thickness, and
subbase layer using Sirtu class A with 54 cm of thickness. Construction of roads
was carried out within 143 days with total budget Rp. 33,801,106,600.00.
Keywords : Horizontal Alignment, Vertical Alignment, Pavement Thickness,
Budget Planning. |
| id |
IOS15200.1325 |
| 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 |
| _version_ |
1709058399409274880 |
| score |
17.538404 |