Identifikasi Tingkat Kerusakan Jalan Pada Perkerasan Kaku (Rigid Pavement)di Jalan Kedung Cowek Kota Surabaya

Nugroho, Aditya Dwi (2021) Identifikasi Tingkat Kerusakan Jalan Pada Perkerasan Kaku (Rigid Pavement)di Jalan Kedung Cowek Kota Surabaya. Undergraduate thesis, Universitas 17 Agustus 1945 Surabaya.

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Abstract

Jalan Kedung Cowek merupakan jaringan jalan untuk distribusi barang dan jasa, sehingga pergerakan transportasi yang ada sangat dipengaruhi oleh kondisi perkerasan yang ada pada ruas jalan tersebut. Selain itu, kondisi perkerasan jalan juga berdampak pada kelancaran berlalu lintas dan keamanan serta kenyamanan bagi pengguna jalan. Penelitian ini bertujuan untuk mengetahui jenis-jenis kerusakan dan nilai kondisi pada perkerasan kaku di Ruas Jalan Kedung Cowek. Metode yang digunakan untuk penilaian kondisi perkerasan jalan ini adalah Pavement Condition Index (PCI). Adapun jenis kerusakan yang teridentifikasi di Ruas Jalan Kedung Cowek terdiri dari 8 jenis kerusakan yaitu : Pelepasan (7%), Retak Sudut (44%), Lepasnya Agregat Sambungan (29%), Retak Susut (9%), Tambalan Kecil (3%), Retak Lurus (1%), Lepasnya Agregat Di Sudut (1%), Retak Beban Lalu Lintas (6%). Berdasarkan hasil penelitian, diketahui Nilai Pavement Condition Index (PCI) untuk Ruas Jalan Kedung Cowek adalah 95,95. Dari nilai PCI yang didapat maka ruas jalan tersebut termasuk dalam kualifikasi Sempurna (Excellent). Kata kunci : Jenis kerusakan, Nilai kondisi perkerasan jalan Kedung Cowek Road is a road network for the distribution of goods and services, so that the movement of existing transportation is strongly influenced by the existing pavement conditions on the road. In addition, road pavement conditions also affect the smooth flow of traffic and safety and comfort for road users. This study aims to determine the types of damage and the value of conditions in rigid pavement in the Jalan Kedung Cowek Section. The method used for the assessment of road pavement conditions is the Pavement Condition Index (PCI). The types of damage identified in the Kedung Cowek Road Section consist of 8 types of damage, namely : Popouts (7%), Corner Break (44%), Spalling Joint (29%), Shrinkage Cracks (9%), Patching Small (3%), Linear Craking (1%), Spalling Corner (1%), Durability Craking (6%). Based on the research results, it is known that the Pavement Condition Index (PCI) value for the Kedung Cowek Road Section is 95,95. From the PCI value obtained, the road is included in the Excellent qualification. Keywords : Type of damage, Value of road pavement conditions

Item Type: Thesis (Undergraduate)
Uncontrolled Keywords: Jenis kerusakan, Nilai kondisi perkerasan jalan
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
T Technology > TE Highway engineering. Roads and pavements
Divisions: Fakultas Teknik > Program Studi Teknik Sipil
Depositing User: 1431600062 Aditya Dwi Nugroho
Date Deposited: 02 Feb 2021 00:03
Last Modified: 24 Jul 2021 23:18
URI: http://repository.untag-sby.ac.id/id/eprint/7606

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