PERENCANAAN GEOMETRIK DAN TEBAL PEKERASAN LENTUR JALAN MUARA ENIM – SUBAN JERIJI – LECAH STA 55+500 – STA 61+500 PROVINSI SUMATERA SELATAN
| Main Authors: | MUHAMMAD, IHDAN NIZAR, WULANDARI, RESKI NOVI |
|---|---|
| Format: | Thesis NonPeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
, 2016
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| Subjects: | |
| Online Access: |
http://eprints.polsri.ac.id/3397/1/Cover.pdf http://eprints.polsri.ac.id/3397/2/BAB%20I.pdf http://eprints.polsri.ac.id/3397/3/BAB%20II.pdf http://eprints.polsri.ac.id/3397/4/BAB%20III.pdf http://eprints.polsri.ac.id/3397/5/BAB%20IV.pdf http://eprints.polsri.ac.id/3397/6/BAB%20V%20.pdf http://eprints.polsri.ac.id/3397/8/Daftar%20Pustaka.pdf http://eprints.polsri.ac.id/3397/9/Lampiran.pdf http://eprints.polsri.ac.id/3397/ |
Daftar Isi:
- The rosad of Muara Enim – Suban Jeriji – Lecah is a development from road networking sistem due to supply access are disconected. Although these road have important role to support the development of villagers economy and to improve transportation access to reach production area. How the best way in planning geometric design, the harden flexible construction, the classify of street, and teh calculation of cost in Muara Enim – Suban Jeriji – Lecah untill the street can bring teh peaceful, comfortable and reachable for the road user. In the planning of geometric design street, the guidance there are teh calculation alinyemen horizontal, alinyemen vertical, classify of street and what the harden was used. Based on the calculation above, found that Muara Enim – Suban Jeriji – Lecah was Arteri type road in classify I with teh planning speed 80 km/jam, there are 2 band 2 coloumn where the width of street 2x3,5 m and the width of street shoulder. In this street was use 6 curve. And the developing this street was done in 140 days with the total cost Rp. 44.771.412.000,00 (Fourty Four billion Seven Hundred and Seventy One Million Four Hundred and Twelve Thousand Rupiah)