PERENCANAAN TEBAL PERKERASAN KAKU PADA RUAS JALAN TOL PASURUAN – PROBOLINGGO SEKSI 3 RUAS SUMBERASIH – LECES STA.29+000 – STA.31+300
| Main Author: | Putra, Gita Fajar Rodestian |
|---|---|
| Format: | Thesis NonPeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
, 2020
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| Subjects: | |
| Online Access: |
http://eprints.umm.ac.id/61199/1/1.%20PENDAHULUAN.pdf http://eprints.umm.ac.id/61199/2/2.%20BAB%201.pdf http://eprints.umm.ac.id/61199/3/3.%20BAB%202.pdf http://eprints.umm.ac.id/61199/4/4.%20BAB%203.pdf http://eprints.umm.ac.id/61199/5/5.%20BAB%204.pdf http://eprints.umm.ac.id/61199/6/6.%20BAB%205.pdf http://eprints.umm.ac.id/61199/7/7.%20LAMPIRAN.pdf http://eprints.umm.ac.id/61199/ |
Daftar Isi:
- Pasuruan - Probolinggo toll road construction project began in 2016. The Pasuruan - Probolinggo toll road is a part of the Trans Java toll road which is currently under construction. The toll road project will be built along 31.3 kilometers consisting of 3 sections. The method used in planning the development of the Pasuruan - Probolinggo toll road by using the 2003 Bina Marga method and the 1993 AASTHO Method. This plan aims to determine the comparison of the thickness of the perkerasan kaku and how much the planned budget is required for the Pasuruan - Probolinggo Toll Road Section III development project in Section Rasih Sumberasih - Leces STA.29 + 000 - STA.31 + 300. Based on calculations using the 2003 Bina Marga method, a minimum thickness of 270 mm concrete slab with a planned budget of Rp 34,826,130,680 (thirty four billion eight hundred twenty six million one hundred thirty thousand six hundred eighty) is obtained. Whereas using the 1993 AASTHO method, a minimum thickness of 280 mm concrete slabs was obtained with a planned budget of Rp. 35,734,220,276 (thirty five billion seven hundred thirty four million two hundred twenty thousand two hundred seventy six).