CD Tugas Akhir

Perencanaan Tebal Lapis Tambah (Overlay) Dengan Pedoman Pd T-05-2005-B Pada Jalan Parit Indah Sta 1+300 – Sta 2+400 Kecamatan Bukit Raya Pekanbaru

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ABSTRACT Damaged roads can cause inconvenience to road users. Damaged roads must be repaired or improved. Overlay calculations using back deflection data on the Parit Indah road in Pekanbaru City are carried out to complete road facilities and infrastructure. The road being tested is the Parit Indah road section with a width of 6 meters and a length of 2400m. For this research, Jalan Parit Indah is divided into two segments and the research is divided into 2 people. In this study, the testers started the research from Sta 01+300 to Sta 02 +400 which is marked by a sharp bend on the Parit Indah road section. To conduct this research, we used a beam repair tool where using this method did not damage the road surface using the Pd T-05-2005-B guideline. The purpose of this study was to calculate the layer thickness addition (overlay), design life of 10 years, traffic growth of 10.46%, LHR taking for 3 days, by observing loaded and empty cars, with deflection data taken from the Bengkelman Beam tool, the conclusions obtained for the average deflection value ( dr) on Jalan Parit Indah with STA 01+300 – STA 2+400 is 0.5918 mm, Dplan = 0.96 mm, D represented = 0.828 mm and for added layer thickness and (overlay) for 10 years with design deflection (Ho) = 1.91 cm and corrected layer thickness (Ht) = 1.90 cm. Keywords : ovelay , Bengkelman Beam, Vehicle Growth , Methods LHR.

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Ketersediaan

Informasi Detail

Judul Seri

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No. Panggil

1807035603

Penerbit

Pekanbaru : Universitas Riau – Fakultas Teknik – Teknik Sipil., 2023

Deskripsi Fisik

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Bahasa

Indonesia

ISBN/ISSN

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Klasifikasi

1807035603

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

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