PERENCANAAN GEOMETRIK DAN TEBAL PERKERASAN KAKU PADA RUAS JALAN SEI. LILIN – PENINGGALAN PROVINSI SUMATERA SELATAN STA 7+000 – STA 12+000
| Main Authors: | HANIF, IZZI, PURWANTO, M. IMAM |
|---|---|
| Format: | Thesis NonPeerReviewed Book Lainnya |
| Bahasa: | eng |
| Terbitan: |
, 2016
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| Subjects: | |
| Online Access: |
http://eprints.polsri.ac.id/3366/1/Cover.pdf http://eprints.polsri.ac.id/3366/2/BAB%20I.pdf http://eprints.polsri.ac.id/3366/3/BAB%20II.pdf http://eprints.polsri.ac.id/3366/4/BAB%20III.pdf http://eprints.polsri.ac.id/3366/5/BAB%20IV.pdf http://eprints.polsri.ac.id/3366/6/BAB%20V.pdf http://eprints.polsri.ac.id/3366/7/Daftar%20Pustaka.pdf http://eprints.polsri.ac.id/3366/8/Kurva%20S.xls http://eprints.polsri.ac.id/3366/ |
Daftar Isi:
- This final project is planning a geometric design and rigid pavement on roads Sei. Lilin–Peninggalan, South Sumatra in sta. 7 + 000 to sta. 12 + 000. The road construction is a very important requirement as the main supporter of economic activity in both the central and regional levels. One of them is the area Sei. Lilin – Peninggalan, because these two areas is a potential region as a line of business and industry as well as the road is a causeway linking South Sumatra and Jambi Province. In planning the road Sei. Lilin - Peningalan authors plan total road length 5 km, width of pavement 7 m and 2 m shoulders on both sides of the road. The planning pavement using rigid pavement with a plate thickness of 20 cm and uses the quality of concrete K-350, as well as using aggregate subbase layer of class B with a thickness of 15 cm. Calculations obtained from ADT 29198.33 smp, so the street is classified in class I (artery) who holds the value of smp>smp 20,000 based regulation Geometric Planning Highway. This road is planned with eight kinds of road bend, there is 2 Full Circle (FC), 2 Spiral - Spiral (SS), 4 Spiral Circle Spiral (SCS). Based on calculations obtained costs incurred on road planning Sei. Lilin - Peninggalan is Rp. 38.919.775.000,00 (Thirty Eight Billion Nine Hundred Nineteen Million Seven Hundred Seventy Five Thousand Rupiah). The construction of this road implemented within 132 calendar days.