PERENCANAAN GEOMETRIK DAN TEBAL PERKERASAN KAKU DUSUN DUA MENANG - TALANG LUGUR – MEKAR JAYA KABUPATEN MUARA ENIM

TSABAT, ABDULLAH and MUHAMMAD, ROHIM (2016) PERENCANAAN GEOMETRIK DAN TEBAL PERKERASAN KAKU DUSUN DUA MENANG - TALANG LUGUR – MEKAR JAYA KABUPATEN MUARA ENIM. Other thesis, POLITEKNIK NEGERI SRIWIJAYA.

[img] Text
1.Cover tsabat rohim .pdf

Download (127kB)
[img] Text
2. BAB I Tsabat rohim fix.pdf

Download (21kB)
[img] Text
3. BAB II Tsabat rohim fix.pdf

Download (941kB)
[img] Text (BAB III Perhitungan Geometrik dan Perkerasan)
4. BAB III Tsabat rohim.pdf
Restricted to Repository staff only

Download (711kB)
[img] Text (BAB IV Manajemenn Proyek)
5. BAB IV Tsabat rohim.pdf
Restricted to Repository staff only

Download (842kB)
[img] Text
6. BAB V tsabat rohim .pdf

Download (9kB)
[img] Text
7. Daftar Pustaka.pdf

Download (5kB)
[img] Text
Bangunan Pelengkap.pdf

Download (70kB)
[img] Text
CPM dan Kurva S.pdf

Download (48kB)
[img] Text
Detail Perkerasan.pdf

Download (80kB)
[img] Text
Potongan Melintang.pdf

Download (225kB)
[img] Text
Potongan Memanjang.pdf

Download (1MB)

Abstract

This is the project design of geometric and rigid pavement Dusun Dua Menang – Talang Lugur – Mekar Jaya Muara Enim. In the making off thesis, the writer wants to know how good planning in the the planning and design of geometric rigid pavement thickness on road, so the path to be traversed can provide safety, comfort, and economical for road users. In this planning method is used bina marga in 1997 ordinance intercity road geometric design, bina marga methods 2012 pavement design manual, bina marga standard 2005 square culvert reinforced concrete boxculvert, bina marga 1970 highway geometric planning regulations. Calculations obtained from LHR 7027.82 smp this road is classified into class II B (secondary roads), who has the value of 1500-8000 smp based regulation Geometric Planning Highway. Subgrade load capacity of 2.67% with five twists which is a type 1 Full Circle (FC), 4 Spiral Circle Spiral (SCS), pavement thickness 18cm, width of the road 6m, 1.5m road shoulder width and length of 7.361m road, as well as the execution time of 124 days at a cost of Rp. 46.200933 billion.

Item Type: Thesis (Other)
Uncontrolled Keywords: Metode bina marga 1997, Beton bertulang boxculvert
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Civil Engineering > Undergraduate Theses
Depositing User: Mrs Trisni Handayani
Date Deposited: 17 Jul 2017 04:57
Last Modified: 17 Jul 2017 04:57
URI: http://eprints.polsri.ac.id/id/eprint/3677

Actions (login required)

View Item View Item