PERENCANAAN TEBAL PERKERASAN KAKU (RIGID PAVEMENT) DENGAN MENGGUNAKAN METODE BINA MARGA PADA RUAS JALAN CEMPAGA MULIA SAMPIT (STA 0 + 000 – 20+200)
| Main Author: | BUDI YANTO, SLAMET |
|---|---|
| Format: | Thesis NonPeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
, 2019
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| Subjects: | |
| Online Access: |
http://eprints.umm.ac.id/52170/48/PENDAHULUAN.pdf http://eprints.umm.ac.id/52170/2/BAB%201.pdf http://eprints.umm.ac.id/52170/3/BAB%20II.pdf http://eprints.umm.ac.id/52170/4/BAB%20III.pdf http://eprints.umm.ac.id/52170/5/BAB%20IV.pdf http://eprints.umm.ac.id/52170/6/BAB%20V.pdf http://eprints.umm.ac.id/52170/7/LAMPIRAN.pdf http://eprints.umm.ac.id/52170/8/POSTER.pdf http://eprints.umm.ac.id/52170/ |
Daftar Isi:
- ABSTRACT Road Cempaga Mulia Sampit is a road that connects the City of Sampit to the industrial area, and also as a liaison between cities within the province. As the amount of traffic increases, it causes the volume of vehicles to increase. With the aim to plan new roads according to the characteristics of the project location. In this study the authors re-planned the construction of the highway by using the type of rigid pavement (rigid pavement), the existence of secondary data such as CBR and valid traffic data is the author's reference to complete this study. By planning and analyzing the rigid pavement thickness according to the age of the plan, and also analyzing the budget plan. From the results of calculations that have been made in this thesis can produce rigid pavement with a composition and pavement thickness K-250 concrete with a thickness of 21 cm, thickness of the foundation layer with K-125 concrete with a thickness of 15 cm, dowel (ruji): Ø 25 mm, length 450 mm, distance 300 mm, width: Ø16 mm, length 700 mm, distance 750 mm. It is also known that the budget plan for rigid pavement costs for the next 20 years of planning is Rp. 113,170,000,000.00 (One Hundred Thirteen Billion One Hundred Seventy Million Rupiah).