Marlita, Kemala (2013) PENINGKATAN GEOMETRIK DAN PERKERASAN RUAS JALAN PENINGGALAN-BATAS JAMBI PROVINSI SUMATERA SELATAN STA 4+450 - STA 10+319. Other thesis, Politeknik Negeri Sriwijaya.
|
Text (Cover)
COVER, Hal Pengesahan, Kata Pengantar, Daftar Isi, Daftar Tabel, Daftar Gambar.pdf Download (2MB) | Preview |
|
|
Text (Bab I Pendahuluan)
BAB I.pdf Download (30kB) | Preview |
|
|
Text (Bab II Landasan Teori)
BAB II.pdf Download (1MB) | Preview |
|
![[img]](http://eprints.polsri.ac.id/style/images/fileicons/text.png) |
Text (Bab III Perhitungan Geometrik dan Tebal Perkerasan)
BAB III.pdf Restricted to Repository staff only Download (1MB) |
|
|
Text (Bab IV Pengelolaan Proyek)
BAB IV.pdf Restricted to Repository staff only Download (428kB) |
|
|
Text (Bab v Penutup)
BAB V.pdf Download (27kB) | Preview |
|
|
Text (Daftar Pustaka)
Daftar Pustaka.pdf Download (20kB) | Preview |
Abstract
ABSTRACT Peninggalan-Batas Jambi street is a road that connects the east and cross the middle Sumatera, this road has a very important role in promoting economic growth both locally and nationally. The final report this writing, the author would like to know how the planning and design of geometric and hard compact on Peninggalan-Bats Jambi street, so that the road will be able to give a sense of security, convenient, and economical way for the user. In order to design this geometric road, we use some methods, they are Bina Marga’s standard specification method, and Component Analysis Method for planning its flexible pavement, and Cost Plan, and Project Management, and Cross Town Geometric Road Rules. From the results of above calculations, so Peninggalan - Batas Jambi street is a class I road according to LHR value within 35371 smp/day 2 ways with the speed of the road plan 70 km/hour, and this road used 8 curves and value California Bearing Ratio is 5.85%. For surface area hard compact thickness is 10 cm used asphalt concrete, sub base is 25 cm used split class A and base is 58 cm used sirtu. This road building was carried out within 178 days with a total fund Rp.41,496,671,000,-
| Item Type: | Thesis (Other) |
|---|---|
| Uncontrolled Keywords: | Metode spesifikasi standar Bina Marga, Metoda Analisa Komponen (MAK) untuk perencanaan tebal perkerasan jalan lentur (flexible pavement), perhitungan Rencana Anggaran Biaya dan Manajemen Proyek, serta Tata Cara Perencanaan Geometrik Jalan Antar Kota (No.38/TBM/1997). |
| Subjects: | T Technology > TH Building construction |
| Divisions: | Civil Engineering > Undergraduate Theses |
| Depositing User: | Mrs Trisni Handayani |
| Date Deposited: | 21 Aug 2015 02:13 |
| Last Modified: | 21 Aug 2015 02:13 |
| URI: | http://eprints.polsri.ac.id/id/eprint/120 |
Actions (login required)
 |
View Item |
