Repository Universitas Andalas

The Project Execution Planning for Highway Construction in Painan - Kambang (From STA 79+300 to STA 83+18I and From STA 88+000 to STA 91+050)

Yuliana, Diyenti and Purwanda, Iska (2008) The Project Execution Planning for Highway Construction in Painan - Kambang (From STA 79+300 to STA 83+18I and From STA 88+000 to STA 91+050). Other thesis, Politeknik Universitas Andalas.

[img]
Preview
PDF (The Project Execution Planning for Highway Construction in Painan - Kambang (From STA 79+300 to STA 83+18I and From STA 88+000 to STA 91+050)) - Supplemental Material
Available under License Creative Commons Public Domain Dedication.

Download (397Kb) | Preview

Abstract

Highway is one of land transportation facility that supporting economic of society, so that it needs effective step in executing the highway project construction to achieve a good result, and also can give services and comfortable for any parties that using the highway. Therefore, the highway from Painan - Kambang (West Sumatera) should be up graded and enhanced its function, so that, the first step is a plan for executing the highway project by ananging the final project with the title is: The Project Execution Planning for Highway Construction in Painan - Kambang From STA 79+300 to STA 83+11 and From STa 88+000 to STA 91+050 The cost estimates for executing the highway with the length 6.931 km is Rp 19,755,840,000 (nineteen billions seven hundred fifty five millions eight hundred fourty thousands rupiah) and the duration for executing the highway project by using Precedence Diagram Method is 112 days. Controlling (quality control, time control, and cost control) are needed to help each people on structure to meet the highway specifications. The specific evaluation is flexible pavement design by using "Metoda Analisa Komponen" from Bina Marga. The real project consist of widening and overlay. However, in specific evaluation it is assumed that the project is new and some data are assumptions therefore the result is different that the real project. The design of pavement layer of specific evaluation are Asphalt Concrete Wearing Course (AC-WC) = 4 cm, Asphalt Concrete Binder Course (AC-BC) = 5 cm, Class A Aggregate (Base Layer) = 20 cm, and Class B Aggregate (Sub Base Layer) = 27 cm.

Item Type: Thesis (Other)
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Unit atau Lembaga: UNSPECIFIED
Depositing User: Haryoshi Utami
Date Deposited: 19 Apr 2011 08:56
Last Modified: 12 Oct 2011 04:19
URI: http://repository.unand.ac.id/id/eprint/11194

Actions (login required)

View Item View Item