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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

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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.

Availability
Inventory Code Barcode Call Number Location Status
1407002058T113537T1135372013Central Library (REFERENCES)Available but not for loan - Not for Loan
Detail Information
Series Title
-
Call Number
T1135372013
Publisher
Inderalaya : Prodi Teknik Sipil, Fakultas Teknik Universitas Sriwijaya.,
Collation
x, 76 hlm.; ill.; tab.; 28 cm.
Language
Indonesia
ISBN/ISSN
-
Classification
625.707
Content Type
Text
Media Type
unmediated
Carrier Type
unspecified
Edition
-
Subject(s)
teknik jalan raya
Prodi Teknik Sipil
Specific Detail Info
-
Statement of Responsibility
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No other version available

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