CD Tugas Akhir

Menghitung Tebal Perkerasan Jalan Lintas Pekanbaru-Bangkinang Berdasarkan Data Dcp (Dynamic Cone Penetrometer)

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Can be seen that way as land transport infrastructure is a very important role in supporting the construction sector, especially for the continuity in the distribution of goods and services, and to support economic growth. Pekanbaru-Bangkinang roads classified as arterial roads with type two-way street Undivided (2/2 UD) with road length of 51 Km. Pekanbaru-Bangkinang road Conditions overall have been on the asphalt, but the provincial government Pekanbaru widen the road in the village of Rimbo Panjang, for that it is constructed in order maximize it’s function as transport infrastructure. This assignment will be discussed in the calculation of the flexible pavement thickness Pekanbaru-Bangkinang component analysis method. For subgrade CBR examination used tool DCP (Dynamic Cone Penertometer), DTA surver carried out for 3 days. Analysis of the results obtained thickness of flexible pavement with a layer of white sand Laston surface 10 cm, the base layer is 25 cm, 62,5 cm layer of subbase, and subgrade CBR 0,8%.
Keywords: Planning pavement, DCP (Dynamic Cone Penetrometer), DTA, thick flexible pavement.

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Ketersediaan

Informasi Detail

Judul Seri

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No. Panggil

07 01. 013 (0031)

Penerbit

Pekanbaru : Universitas Riau - Fakultas TekniK - Teknik Sipil D III., 2013

Deskripsi Fisik

xv, 54 hlm.: ill.; 29 cm

Bahasa

ISBN/ISSN

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Klasifikasi

07 01. 013 (0031)

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Tipe Media

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Tipe Pembawa

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Pernyataan Tanggungjawab

DAUS

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