Ramadhan, Kiagus Ahmad Wildan and Pronogo, Reno (2015) PERENCANAAN GEOMETRIK DAN TEBAL PERKERASAN JALAN DESA CEMPAKA – MUARA KUANG STA 00+000 – 05+800 KABUPATEN OGAN ILIR PROVINSI SUMATERA SELATAN. Other thesis, Politeknik Negeri Sriwijaya.
Full text not available from this repository.Abstract
Jalan Desa Cempaka – Muara Kuang is a road that connects subdistrict Cempaka and Muara Kuang. This street have the important things to improve the grew of economy in around of the village, also to increase people life in all of the parts. In the final report, the writer do the re-planning. How the best way in the planning geometric design, the harden flexible construction, the classify of street, and the calculation of cost in Cempaka – Muara Kuang untill the street can bring the peaceful, comfortable and reachable for the customer. In the planning of geometric 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 Desa Cempaka – Muara Kuang was in the classify II A with the planning speed 80 km/jam, there are 2 band 2 coloumn where the width of street 2x3,5 m and the width of street shoulder. In this street was use 6 curve with thick harden, covering layer of the street was use Laston where width 10 cm, the over covering layer the street was use the fration stone classify A with thick 20 cm, mean while the under covering layer of the street was use Sirtu classify B with the thick 27 cm. Developing this street was done in 146 days with the total cost Rp. 35.862.249.000,00 (Thirty Five Billion Eight Hundred and Sixty Two Million Two Hundred and Fourty Nine Thousand Rupiah).
| Item Type: | Thesis (Other) |
|---|---|
| Uncontrolled Keywords: | In the planning of geometric 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 Desa Cempaka – Muara Kuang was in the classify II A with the planning speed 80 km/jam, there are 2 band 2 coloumn where the width of street 2x3,5 m and the width of street shoulder. In this street was use 6 curve with thick harden, covering layer of the street was use Laston where width 10 cm, the over covering layer the street was use the fration stone classify A with thick 20 cm, mean while the under covering layer of the street was use Sirtu classify B with the thick 27 cm. Developing this street was done in 146 days with the total cost Rp. 35.862.249.000,00 (Thirty Five Billion Eight Hundred and Sixty Two Million Two Hundred and Fourty Nine Thousand Rupiah). |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Civil Engineering > Undergraduate Theses |
| Depositing User: | Mrs Trisni Handayani |
| Date Deposited: | 25 Nov 2015 01:38 |
| Last Modified: | 25 Nov 2015 01:38 |
| URI: | http://eprints.polsri.ac.id/id/eprint/1553 |
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