PERENCANAAN GEOMETRIK DAN TEBAL PERKERASAN PADA RUAS JALAN KEDATON – TRANS UNIT XVI STA 8+000 – STA 13+000 KABUPATEN OKU PROVINSI SUMATERA SELATAN
| Main Authors: | AULIA, IBNI, TANTIA, SABRINA DWI |
|---|---|
| Format: | Thesis NonPeerReviewed Book Lainnya |
| Bahasa: | eng |
| Terbitan: |
, 2016
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| Subjects: | |
| Online Access: |
http://eprints.polsri.ac.id/3390/1/1.%20Cover%20dll.pdf http://eprints.polsri.ac.id/3390/2/2.%20BAB%20I.pdf http://eprints.polsri.ac.id/3390/3/3.%20BAB%20II.pdf http://eprints.polsri.ac.id/3390/4/4.%20BAB%20III.pdf http://eprints.polsri.ac.id/3390/5/5.%20BAB%20IV.pdf http://eprints.polsri.ac.id/3390/6/6.%20BAB%20V.pdf http://eprints.polsri.ac.id/3390/7/KURVA%20S.xlsx http://eprints.polsri.ac.id/3390/ |
Daftar Isi:
- Kedaton road – Trans Unit XVI is a road that connects Kedaton village to Trans Unit XVI village, the road also connects the traffic lane of South Sumatera. This road has a very important role in promoting growth of a economic both locally and nationally. In process of writing this final assignment, the writer wants to know how to plan and design of geometric and thick pavement of road, planning the estimates and scheduling activities of road works project well. Based on calculations of the final assignment titled “The Design Of Geometric Kedaton Roads – Trans Unit XVI STA 8+000 – STA 13+000 OKU City South Sumatera Province”, on road that planned is included in the class I road. The pavement that used is pavement quality concrete K-350 with a thickness of 18 cm and to use up the expense of Rp. 46.801.777.457,61 with a duration of work for 152 working days.