EVALUASI PERHITUNGAN TEBAL PERKERASAN LENTUR (FLEXIBLE PAVEMENT) PADA JALAN KOLONEL H. BARLIAN RUAS KANAN DENGAN METODE ANALISA KOMPONEN DAN METODE AASHTO 1993 MENGGUNAKAN APLIKASI PROGRAM MACRO LOTUS

APRILIA, INDAH and San, Indra Chusaini and Rozirwan, Rozirwan (2013) EVALUASI PERHITUNGAN TEBAL PERKERASAN LENTUR (FLEXIBLE PAVEMENT) PADA JALAN KOLONEL H. BARLIAN RUAS KANAN DENGAN METODE ANALISA KOMPONEN DAN METODE AASHTO 1993 MENGGUNAKAN APLIKASI PROGRAM MACRO LOTUS. Undergraduate thesis, Sriwijaya University.

	Text RAMA_22201_53081001015.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (38MB) | Request a copy
	Text RAMA_22201_53081001015_0017115207_01_front.pdf - Accepted Version Available under License Creative Commons Public Domain Dedication. Download (7MB)
	Text RAMA_22201_53081001015_0017115207_02.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (8MB) | Request a copy
	Text RAMA_22201_53081001015_0017115207_03.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (2MB) | Request a copy
	Text RAMA_22201_53081001015_0017115207_04.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (12MB) | Request a copy
	Text RAMA_22201_53081001015_0017115207_05.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (651kB) | Request a copy
	Text RAMA_22201_53081001015_0017115207_06_lamp.pdf - Published Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (7MB) | Request a copy

Abstract

the road to support traffic loads and vehicles and provide Services until the end of life plans. In Indonesia, to date methods are commonly used to plan for flexible pavement is a method of SNI (Component Analysis), and methods AASHTO. The purpose if this study was to compare the result of the planning flexible pavement is calculated by Component Analysis Method and Method AASHTO 1993. The research was conducted on road- Kolonel H. Barlian right segment. CBR secondary data, location maps and data LHR in 2010. The data is inputted in the program and analyzed throught the Lotus 123. The result of the analysis of the two methods produce different pavement. Component Analysis Method produces a layer of pavement on I: 10 cm, layer II: 20 cm, layer III: 25 cm. Method AASHTO 1993, the layer I: 10 cm, layer II: 15 cm, and layer III: 22 cm. The conclusion can be drawn that the pavement thickness calculation result of both methods are the same on the surface layer, but differ in the upper of foundation and foundation below. The difference in the calculation result because of differences in design parameters of both methods.

Item Type:	Thesis (Undergraduate)
Uncontrolled Keywords:	Flexible pavement, Component analysis method, AASHTO 1993
Subjects:	T Technology > TE Highway engineering. Roads and pavements > TE200-205 Materials for roadmaking
Divisions:	03-Faculty of Engineering > 22201-Civil Engineering (S1)
Depositing User:	Mrs Furika Furika
Date Deposited:	27 Jun 2023 04:21
Last Modified:	27 Jun 2023 04:21
URI:	http://repository.unsri.ac.id/id/eprint/113537

Actions (login required)

View Item