PERENCANAAN GEOMETRIK DAN TEBAL PERKERASAN JALAN BETUNG – SEI LILIN STA 15 + 000 – STA 20 + 000 PROVINSI SUMATERA SELATAN
| Main Authors: | Pratama, Faldy, Rohim, Muhammad |
|---|---|
| Format: | Thesis NonPeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
, 2014
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| Subjects: | |
| Online Access: |
http://eprints.polsri.ac.id/1325/1/COVER%20DLL.pdf http://eprints.polsri.ac.id/1325/2/BAB%20I.pdf http://eprints.polsri.ac.id/1325/3/BAB%20II.pdf http://eprints.polsri.ac.id/1325/4/BAB%20III.pdf http://eprints.polsri.ac.id/1325/5/BAB%20IV.pdf http://eprints.polsri.ac.id/1325/6/BAB%20V.pdf http://eprints.polsri.ac.id/1325/ |
Daftar Isi:
- Betung - Sei Lilin road is a road that connects the city limits of Palembang to Jambi city limits. This road section has an important role in promoting economic growth both locally and nationally. In writing this final report, writers want to know how the geometric planning methods and pavement thickness are good at Betung - Sei Lilin road, so the road can give safety, comfortable, and economical for all road users. In the geometric design of highway planning, the main basic references are horizontal alignment, vertical alignment and to design the type of pavement. From the results of the above calculations, the Betung - Sei Lilin road is the way class I A (Arterial Road) with a speed plan 80 km/hour and this road used 7 curves. Layer using the type of road surface pavement Laston with 10 cm of thickness, the base layer using split class A with 25 cm of thickness, and subbase layer using Sirtu class A with 54 cm of thickness. Construction of roads was carried out within 143 days with total budget Rp. 33,801,106,600.00. Keywords : Horizontal Alignment, Vertical Alignment, Pavement Thickness, Budget Planning.