Ridho, Muhammad and Rahmawati, Nurul (2014) PERENCANAAN GEOMETRIK DAN TEBAL PERKERASAN JALAN MAYJEN SATIBI DARWIS – TRANSMIGRASI RAMBUTAN STA 10 + 000 s/d STA 15 + 000 PROVINSI SUMATERA SELATAN. 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 III PERHITUNGAN GEOMETRIK DAN TEBAL PERKERASAN)
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Text (BAB IV MANAJEMEN PROYEK)
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Text (BAB V PENUTUP)
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Text (DAFTAR PUSTAKA.)
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Abstract
This final report is about geometric design and solid thickness at mayjen satibi darwis avenue – rambutan transmigration STA 10 + 000 s / d STA 15 + 000 south sumatra province. The writer design the planning based on the level of avenue, classification level of area and traffic load. Satitistic result from LHR is 17646,89 smp, this avenue categorized in class III C (local avenue) based on RSNI Geometric avenue in 2004, which have 4 bends consists of Full Circle, Spiral Circle Spiral, and Spiral Spiral. Based on total number of vehicles which through the road, thickness planned for this avenue consists of its cover AC W is 4 cm, AC BC 8 cm, AC Base 12 cm, upper foundation (CBR 90%) 15 cm, while bottom foundation using Sirtu class B (CBR 60%) 18 cm. In the upper of AC WC, AC BC and AC Base using hard and soft aggregates, Asphalt and Filler either for upper and bottom foundation. Based on the calculation data, the cost for mayjen satibi darwis avenue project – rambutan transmigration spent , Rp. 47.824.544.000,00 (forty-seven billion, eight hundred and twenty four million five hundred and forty-four thousand rupiah) Keywords: Geometric, LHR, Bend, Thickness, RAB
| Item Type: | Thesis (Other) |
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| Uncontrolled Keywords: | Geometric, LHR, Bend, Thickness, RAB |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Civil Engineering > Undergraduate Theses |
| Depositing User: | Mrs Trisni Handayani |
| Date Deposited: | 18 Nov 2015 08:54 |
| Last Modified: | 18 Nov 2015 08:54 |
| URI: | http://eprints.polsri.ac.id/id/eprint/1381 |
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