PERENCANAAN TEBAL PERKERASAN LENTUR (FLEXIBLE PAVEMENT) DENGAN METODE BINA MARGA PADA RUAS JALAN TOL MOJOKERTO - KERTOSONO SEKSI 2 (STA 5+000 - 24+900)
| Main Author: | SAPUTRA, WAHYU |
|---|---|
| Format: | Thesis NonPeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
, 2019
|
| Subjects: | |
| Online Access: |
http://eprints.umm.ac.id/52280/1/PENDAHULUAN.pdf http://eprints.umm.ac.id/52280/2/BAB%201.pdf http://eprints.umm.ac.id/52280/3/BAB%202.pdf http://eprints.umm.ac.id/52280/4/BAB%203.pdf http://eprints.umm.ac.id/52280/5/BAB%204.pdf http://eprints.umm.ac.id/52280/6/BAB%205.pdf http://eprints.umm.ac.id/52280/7/LAMPIRAN.pdf http://eprints.umm.ac.id/52280/ |
Daftar Isi:
- Toll road is a freeway functioning to connect places, to reduce road density, and to shorten the traveling time between cities. Due to high level of traffic and damages on several main roads, a toll road is provided as the best alternative. This study designed a flexible pavement with Bina Marga method. The results showed that the surface layer was built with concrete asphalt layer with the thickness of 10 cm; the upper foundation layer was built with class A-crushed stones with the thickness of 25 cm; and the bottom foundation layer was built with class-A sandstone with the thickness of 48 cm. The budget plan for this construction was IDR 374. 910.030.000.