KURNIASARI, ELYANA and FERDINAND, RICHARD (2016) PERENCANAAN GEOMETRIK DAN TEBAL PERKERASAN KAKU JALAN MUARA BELITI – TEBING TINGGI KABUPATEN MUSI RAWAS PROVINSI SUMATERA SELATAN TUGAS AKHIR. Other thesis, POLITEKNIK NEGERI SRIWIJAYA.
|
Text
Cover, Daftar Isi , Tabel gambar, Kata pengantar , Abstrak Dll - for merge.pdf Download (448kB) | Preview |
|
|
Text
BAB 1 .pdf Download (209kB) | Preview |
|
|
Text
BAB 2.pdf Download (1MB) | Preview |
|
![[img]](http://eprints.polsri.ac.id/style/images/fileicons/text.png) |
Text (BAB III Perhitungan Konstruksi)
BAB 3.pdf Restricted to Repository staff only Download (2MB) |
|
|
Text (BAB IV Manajemen Proyek)
BAB 4.pdf Restricted to Repository staff only Download (6MB) |
|
|
Text
BAB 5.pdf Download (349kB) | Preview |
|
|
Text
Daftar Pustaka.pdf Download (108kB) | Preview |
Abstract
Road construction is a very important rewuirement as the main supporter of economis activity both at central and regional levels. One is the area of reed Muara Beliti – Tebing Tinggi because these two areas are potensial areas for agribusiness and argo-industries, in the making off thesis, the writer wants to know how good planning inthe the planning and design of geometric rigid pavement thickness on road Muara Beliti – Tebing Tinggi STA 0+050 – STA 8+600, so the path to be traversed can provide safety, comfort, and economical for road users. In the geometric design of highway planning, things are reference in planning include the calculation of horizontal alignment, vertical alingment, and define what to use pavement. From the result of the calculations above, the road Muara Beliti – Tebing Tinggi is a road with speed class II A street plan of 80 km/h, an in this way using 7 pieces including 4 corners spiral-spiral, 2 ful circle, dan 1 spiral-circle-spiral., For rigid pavement using pavement with quality of K-350 and 27 cm thick, while the for quality concrete floor work using the K-175 with a thickness of 15 cm and subbase layer using the aggregate class B with a thick layer of 15 cm, construction of roads is carried out within 294 working days with a total fund of Rp Rp.64.194.369.400,00(Sixty Billion Four Hundred Ninety Four Million Three Hundred Sixty Nine Thousand Four Hundred Rupiah)
| Item Type: | Thesis (Other) |
|---|---|
| Uncontrolled Keywords: | Jalan, Desain Geometrik, Tebal perkerasan kaku |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Design Roads and Bridges > Undergraduate Theses |
| Depositing User: | Mrs Trisni Handayani |
| Date Deposited: | 21 Jul 2017 03:20 |
| Last Modified: | 21 Jul 2017 03:20 |
| URI: | http://eprints.polsri.ac.id/id/eprint/3702 |
Actions (login required)
 |
View Item |
