AL BAIS, DWI RAFIKA and RIPAN, RISKI (2016) PERENCANAAN GEOMETRIK DAN TEBAL PERKERASAN LENTUR PADA JALAN MUARA ENIM – SUBAN JERIJI – LECAH STA 0 + 000 – STA 6 + 000 KABUPATEN MUARA ENIM PROVINSI SUMATERA SELATAN. Other thesis, POLITEKNIK NEGERI SRIWIJAYA.
|
Text (Cover)
COVER.pdf Download (485kB) | Preview |
|
|
Text (BAB I Pendahuluan)
BAB I.pdf Download (198kB) | Preview |
|
|
Text (BAB II Tinjauan Pustaka)
BAB II.pdf Download (2MB) | Preview |
|
![]() |
Text (BAB III Pembahasan)
BAB III.pdf Restricted to Repository staff only Download (1MB) |
|
![]() |
Text (BAB IV Manajemen Proyek)
BAB IV.pdf Restricted to Repository staff only Download (3MB) |
|
|
Text (BAB V Penutup)
BAB V.pdf Download (181kB) | Preview |
|
|
Text
Daftar Pustaka.pdf Download (64kB) | Preview |
|
![]() |
Other (Lampiran)
KURVA S FIX.xls Download (217kB) |
|
|
Text (RTC)
Lampiran.pdf Download (2MB) | Preview |
Abstract
Seeing the development of traffic is significant, the incidence of traffic jams due to damaged roads and endangering road users. For that we need a good transportation then made way Muara Enim – Suban Jeriji – Lecah, with planning that considers the safety and comfort of road users. As an alternative to cope with rising capacity road users, then the implementation of the project is expected economic activity Muara Enim – Suban Jeriji – Lecah and vicinity can reduce congestion, reduce accidents, and improve the economy, education and can improve people's lives. In writing this final report, the authors conducted a redesign of how good planning geometric design, flexible pavement construction, road grade, and the calculation of the budget on road Muara Enim – Suban Jeriji – Lecah. In the planning of geometric design street, the guidance there are teh calculation alinyemen horizontal, alinyemen vertical, classify of street and what the harden was used. Based on the calculation above, found that Muara Enim – Suban Jeriji – Lecah was Colector type road in classify II with the planning speed 60 km/jam, there are 2 band 2 coloumn where the width of street 2x3,5 m and the width of street shoulder 2 m. In this street was use 8 curve. And the developing this street was done in 169 days with the total cost Rp 96.715.508.500,00 (Ninety Six billion Seven Hundred Fifteen Million Five Hundred and Eight Thousand Five Hundred Rupiah)
Item Type: | Thesis (Other) |
---|---|
Uncontrolled Keywords: | use 8 curve, 169 days |
Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
Divisions: | Civil Engineering > Undergraduate Theses |
Depositing User: | Mrs Trisni Handayani |
Date Deposited: | 30 Mar 2017 02:17 |
Last Modified: | 30 Mar 2017 02:17 |
URI: | http://eprints.polsri.ac.id/id/eprint/3368 |
Actions (login required)
![]() |
View Item |