PERENCANAAN GEOMETRIK DAN TEBAL PERKERASAN PADA JALAN SIMPANG MERANJAT – BATAS KAB. MUARA ENIM PROVINSI SUMATERA SELATAN STA 31+000 – 38+000

NARTANI, ISMA ASRI TETRA and ADITYA, M. WAHYU (2016) PERENCANAAN GEOMETRIK DAN TEBAL PERKERASAN PADA JALAN SIMPANG MERANJAT – BATAS KAB. MUARA ENIM PROVINSI SUMATERA SELATAN STA 31+000 – 38+000. Other thesis, POLITEKNIK NEGERI SRIWIJAYA.

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BAB I.pdf

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BAB II.pdf

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Abstract

The main topic of this final report is Geometric Design and Thickness Pavement on the road Simpang Meranjat Batas Kabupaten Muara Enim STA 31+000 – 38+000. This final report contains to get eficien design for traffic flow, secure, and economics base on Bina Marga standard. This final report has a benefits for the writer and a reader for having root understanding about geometric and pavement design which efficien for present and future condition. Designing geometric and pavement thickness concerned by traffic growth, coordinat point, azimuth and bearing angle, horizontal alignment, vertical alignment and pavement thickness. Based on calculation design this road clasified in jalan kelas II A with speed flow 60-80 km/h. There are 8 crinkley which is 2 Spiral – Circle – Spiral, 5 Full Circle, and 1 Spiral – Spiral. The pavement design used laston 4 cm on top layer, Asphalt Concrete – Base Course (AC-BC) 6 cm on secondary layer, Asphalt Concrete Base 8 cm on third layer, upper footing 15 cm with Aggregat A, under footing Aggregat B. This road will be construct for 111 days with the budget cost Rp. Rp. 43.791.358.000.

Item Type: Thesis (Other)
Uncontrolled Keywords: angka pertumbuhan lalu lintas, penentuan titik koordinat, jarak, sudut azimuth dan bearing, alinyemen horizontal, alinyemen vertikal dan tebal perkerasan
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Civil Engineering > Undergraduate Theses
Depositing User: Mrs Trisni Handayani
Date Deposited: 14 Jul 2017 01:18
Last Modified: 14 Jul 2017 01:18
URI: http://eprints.polsri.ac.id/id/eprint/3675

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