Siagian, Rabin Jonathan B.B. and Sari, Indah Permata (2014) PERENCANAAN GEOMETRIK DAN TEBAL PERKERASAN PADA RUAS JALAN TANJUNG NIUR - SEPUCUK KABUPATEN OGAN KOMERING ILIR SUMATERA SELATAN STA 5+250 - STA 10+500. Other thesis, Politeknik Negeri Sriwijaya.
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Abstract
The border street of Tanjung Niur-Sepucuk was a street in Kecamatan Pedamaran Timur of Pulau Geronggong Vilalage. 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 this final report, the writer do the re-planning. How the best way in the planning geomatric design, the harden flexible contruction, the classify of street, and the calculation of cost in Tanjung Niur-Sepucuk 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 Tanjung Niur-Sepucuk was in the classify II B with the planning speed 60km/jam, there are 2 band 2 coloumn where the width of street 2x3 m and the width of street shoulder. In this street was use 5 curve with thick harden, covering layer of the street was where width 13,72 cm, the over covering layer the street was use the fration stone classify A with the thick 20 cm, mean while the unde covering layer of the street was use Sirtu classify B with the thick 25cm. Developing this street was done in 72 days with the total cost Rp17.840.000.000,00 (Seventeen Billion Eight Hundred and Fourty Million Rupiah).
| Item Type: | Thesis (Other) |
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| Uncontrolled Keywords: | Based on the calculation above, found that Tanjung Niur-Sepucuk was in the classify II B with the planning speed 60km/jam, there are 2 band 2 coloumn where the width of street 2x3 m and the width of street shoulder. In this street was use 5 curve with thick harden, covering layer of the street was where width 13,72 cm, the over covering layer the street was use the fration stone classify A with the thick 20 cm, mean while the unde covering layer of the street was use Sirtu classify B with the thick 25cm. Developing this street was done in 72 days with the total cost Rp17.840.000.000,00 (Seventeen Billion Eight Hundred and Fourty Million Rupiah). |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Civil Engineering > Undergraduate Theses |
| Depositing User: | Mrs Trisni Handayani |
| Date Deposited: | 30 Nov 2015 01:42 |
| Last Modified: | 30 Nov 2015 01:42 |
| URI: | http://eprints.polsri.ac.id/id/eprint/1374 |
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