CD Tugas Akhir

Perencanaan Tebal Perkerasan Lentur (Flexible Pavement) Pada Jalan Beringin Kecamatan Payung Sekaki Pekanbaru

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ABSTRACT
Roads are transportation infrastructure that plays an important role in the social and
economic development of the community. Jalan Berngin is a Rural Corrector road,
the length of the road is ± 5 km and the width of the road is 7 m, the type is a twolane
two-way undivided road (2/2 TB) and is directly connected to Air Hitam and
Lintas Tapung roads. In this plan, only ± 1 km is planned. The purpose of this
research is to plan the thickness of flexible pavement on Jalan Beringin, Payung
Sekaki District, Pekanbaru. using the 2017 Road Pavement Manual method. The data
needed for planning are CBR (California Bearing Ratio), LHR (Average Daily
Traffic) and Traffic Growth Factor (i) to be able to determine VDF and find the
CESAL Value. The results of the planning of flexible pavement thickness with AC-WC
thickness 4 cm, AB-BC thickness 6 cm, AC-Base thickness 8 cm, and Class A
Aggregate Foundation layer thickness 30 cm.
Keywords : VDF, CESAL, Flexible Pavement

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Ketersediaan

Informasi Detail

Judul Seri

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No. Panggil

07 01. 022 (0005)

Penerbit

Pekanbaru : Universitas Riau –Fakultas Teknik – Teknik Sipil., 2022

Deskripsi Fisik

ix, 79 hlm.; ill.: 29 cm

Bahasa

Indonesia

ISBN/ISSN

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Klasifikasi

07 01. 022 (0005)

Tipe Isi

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Tipe Media

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Tipe Pembawa

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Edisi

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Subjek

TEKNIK SIPIL

Info Detail Spesifik

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Pernyataan Tanggungjawab

Daus

Versi lain/terkait

Lampiran Berkas

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