Skripsi

ANALISIS DAMPAK BEBAN OVERLOADING KENDARAAN PADA STRUKTUR FLEXIBLE PAVEMENT

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Penilaian

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On thc road Mayjen Yusuf Singadekane passlng vehicles not in accordance with tle load transpoR maximum, causing excessive load on the road that affect the life of roads planning. This study aims to analyze the impact of overload vehicle on the flexible pavcment. This calculation uses back deflection method ISBN 979-8382-47-1 to calculate the remaining life of the road. Analyze the Service life pavement based on the cumulative ESAL for each weight change. Calculate the road damage factor with the formulation of empirical on the road class used. Analysis of the influence of the deflection on the remaining life that there was a decrease to 167 days. Of the graph addition of the burden of 20% in each truck 2 axels, tRick 3 axels, and trailer lead to decrease in the age of pavement to be 95,81%, 65,11%, and 93,22% of the planning. Of value calculation road demage factor was found that truck 2 axels as having a load 40 tons of similar to 21-22 axels a single passing.

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Availability

Inventory Code	Barcode	Call Number	Location	Status
1407003270	T107235	T1072352014	Central Library (REFERENCES)	Available but not for loan - Not for Loan

Detail Information

Series Title

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Call Number

T1072352014

Publisher

Inderalaya : Prodi Teknik Sipil, Fakultas Teknik Universitas Sriwijaya., 2014

Collation

ix, 63 hlm.; ill.; tab.; 28 cm.

Language

Indonesia

ISBN/ISSN

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Classification

625.707

Content Type

Text

Media Type

unmediated

Carrier Type

unspecified

Edition

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Subject(s)

Prodi Teknik Sipil
Perkerasan jalan

Specific Detail Info

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Statement of Responsibility

Furika

Other version/related

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