ANTIONIZA, ANTIONIZA and DARMAWAN, EDO (2014) PERENCANAAN GEOMETRIK DAN KONSTRUKSI PERKERASAN RUAS JALAN PAGAR ALAM – TANJUNG SAKTI STA 17+000 – STA 22+050. Other thesis, Politeknik Negeri Sriwijaya.
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Text (BAB I PENDAHULUAN)
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Text (BAB III PERHITUNGAN GEOMETRIK DAN PERKERASAN)
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Text (BAB IV MANAJEMEN PROYEK)
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Text (DAFTAR PUSTAKA)
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Abstract
Road construction is a vital necessity as the main supporter of economic activity both at central and regional levels. One is the area of Pagar Alam – Tanjung Sakti because both areas are potential areas for agribusiness and agroindustries. The final report this writing, the author would like to know how the planning and design of geometric and consrtuction pavement on The Road Pagar Alam – Tanjung Sakti STA 17+000 - STA 22+000, so thatthe road will be able to give a sense of security, convenient, and economical way for the user. In the planning design of geometric road, things become a reference in planning include the horizontal alignment calculation, vertical alignment, hard compact and define what that will be used. From the results of above calculations, so The Road TalangBuluh Pagar Alam – Tanjung Sakti II A road with the speed of the road plan 60 km/hour, and this road used 10 curves including 4 Full Circle, 3 Spiral-Spiral and 3 Spiral Circle Spiral. For surfacearea hard compact thickness is 4 cm used asphalt concrete, sub base is 15 cm used split class A and base is 18 cm used sirtu class B. This road building was carried out within 131 days with a total fund IDR. 31.005.900.000,-
| Item Type: | Thesis (Other) |
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| Uncontrolled Keywords: | This road building was carried out within 131 days with a total fund IDR. 31.005.900.000,- |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Civil Engineering > Undergraduate Theses |
| Depositing User: | Mrs Trisni Handayani |
| Date Deposited: | 03 Dec 2015 05:02 |
| Last Modified: | 03 Dec 2015 05:02 |
| URI: | http://eprints.polsri.ac.id/id/eprint/1261 |
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