PERENCANAAN GEOMETRIK DAN TEBAL PERKERASAN PADA JALAN KARYA JAYA – KOTA MANDIRI STA 0+000 – STA 5+508 PROVINSI SUMATERA SELATAN

RUSMANTO, ACHMAD and MUHAMMAD, TESA (2016) PERENCANAAN GEOMETRIK DAN TEBAL PERKERASAN PADA JALAN KARYA JAYA – KOTA MANDIRI STA 0+000 – STA 5+508 PROVINSI SUMATERA SELATAN. Other thesis, POLITEKNIK NEGERI SRIWIJAYA.

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Abstract

Kota Mandiri is an area that is highly economy growth in South Sumatera Province that is the residences are migrants people from outside the island of Sumatera, so this project is has very important role in regional local area development. In addition, the road of Kota Mandiri towards Karya Jaya can be an alternative path in Jalan Lintas Timur Sumatera if there is congestion in that road. That is why the reason why the author makes the geometrical and thickness pavement design Jalan Karya Jaya – Kota Mandiri. For Planning the design highway, the important thing design is including calculation of horizontal alignment and vertical alignment, and that determining what pavement will used to. From the calculation results, Jalan Karya Jaya – Kota Mandiri is in the class I A (Artery I) with the design speed of 80 kmph and using 4 twists. The pavement using AC-BASE 19 cm, AC-BC 13 cm, and AC-WC 19 cm, with Aggregate A 20 cm and Aggregate 23 cm. This project implemented within 154 days and worth Rp.69.779.105.000,-.

Item Type: Thesis (Other)
Uncontrolled Keywords: Lapis AC-Base dengan tebal 19 cm, Lapis AC-BC dengan tebal 13 cm, Lapis AC-WC dengan tebal 9 cm, Lapis pondasi agregat kelas A menggunakan batu pecah kelas A dengan tebal 20 cm, lapis agregat kelas B dengan tebal 23 cm
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Civil Engineering > Undergraduate Theses
Depositing User: Mrs Trisni Handayani
Date Deposited: 10 Apr 2017 02:57
Last Modified: 10 Apr 2017 02:57
URI: http://eprints.polsri.ac.id/id/eprint/3382

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