Merliansyah, - and Prihadinah, Eka (2015) PERENCANAAN GEOMETRIK DAN TEBAL PERKERASAN RUAS JALAN NGOB-NGOB KABUPATEN EMPAT LAWANG PROVINSI SUMATERA SELATAN STA 0+000 s/d 5+310,22. Other thesis, Politeknik Negeri Sriwijaya.
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Text (COVER)
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Text (BAB I PENDAHULUAN)
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Text (BAB II TINJAUAN PUSTAKA)
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Text (BAB III PERHITUNGAN GEOMETRIK DAN TEBAL PERKERASAN)
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Text (BAB IV PENGELOLAAN PROYEK)
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Text (BAB V PENUTUP)
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Text (DAFTAR PUSTAKA)
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Abstract
The border street of Ngob – Ngob was in Empat Lawang district. 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 geometric design, the harden flexible construction, the classify of street, and the calculation of cost in Ngob – Ngob until the street can bring the peaceful, comfortable and reachable for 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 Ngob – Ngob was in the classify II B with the planning speed 50 km/hour, there are 2 band and 2 column where the width of street 2 x 3 m and the width of street shoulder. In this street was use 6 curves with thick harden, covering layer of the street where width 17,5 cm, the over covering layer the street was use the split classify A with the thick 10 cm, mean while the under covering layer of the street was use Sirtu classify B with the thick 15 cm. Developing this street was done in 191 days with the total cost Rp. 21.429.137.271,00.
| Item Type: | Thesis (Other) |
|---|---|
| Uncontrolled Keywords: | Based on the calculation above, found that Ngob – Ngob was in the classify II B with the planning speed 50 km/hour, there are 2 band and 2 column where the width of street 2 x 3 m and the width of street shoulder. In this street was use 6 curves with thick harden, covering layer of the street where width 17,5 cm, the over covering layer the street was use the split classify A with the thick 10 cm, mean while the under covering layer of the street was use Sirtu classify B with the thick 15 cm. Developing this street was done in 191 days with the total cost Rp. 21.429.137.271,00 |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Civil Engineering > Undergraduate Theses |
| Depositing User: | Mrs Trisni Handayani |
| Date Deposited: | 01 Dec 2015 01:35 |
| Last Modified: | 01 Dec 2015 01:35 |
| URI: | http://eprints.polsri.ac.id/id/eprint/1535 |
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