PERENCANAAN TEBAL PERKERASAN KAKU (RIGID PAVEMENT) DAN RENCANA ANGGARAN BIAYA PADA RUAS JALAN KAMPUNG SIRE - KOKAS KABUPATEN MAYBRAT, PROVINSI PAPUA BARAT (STA 0+000 – 3+050)
| Main Author: | Rosmana, Dede |
|---|---|
| Format: | Thesis NonPeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
, 2018
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| Subjects: | |
| Online Access: |
http://eprints.umm.ac.id/41453/1/PENDAHULUAN.pdf http://eprints.umm.ac.id/41453/2/BAB%20I.pdf http://eprints.umm.ac.id/41453/3/BAB%20II.pdf http://eprints.umm.ac.id/41453/4/BAB%20III.pdf http://eprints.umm.ac.id/41453/5/BAB%20IV.pdf http://eprints.umm.ac.id/41453/6/BAB%20V.pdf http://eprints.umm.ac.id/41453/7/Lampiran.pdf http://eprints.umm.ac.id/41453/ |
Daftar Isi:
- Sire - Kokas village road, in general is a road that connects between Maybrat and Sorong regencies in the province of West Papua. In this final project is planned road work by using rigid pavement on Sire - Kokas village road. With the beginning of the age of the plan to increase the number of vehicles in 2018, for the planning of rigid pavement thickness (rigid) by using Road Pavement Planning Guidelines Method DGH. From the calculation of the planning on Sire – Kokas village road, for the thickness of the planning of the road with the age of 20 year plan, the thickness of Concrete Slab Rigid Pavement (18 cm) with K-350 concrete and thickness of the Base Layer Bottom Lean Mix Concrete (10 cm) using K-125 concrete, with 24% base ground CBR. Iron used as follows: Ruji dowel ∅ 25 mm, length 450 mm, distance 300 mm, tie bars ∅ 12 mm, length 600 mm, distance 750 mm. The required cost is Rp. 41.630.008.000,00 (Forty One Billion Seven Hundred Seven Million Three Hundred Forty Five Thousand Rupiah