Analisa Life Cycle Cost Perkerasan Kaku Dan Lentur Jalan Nasional (Studi Kasus: Jalan Batas Kota Bojonegoro-Padangan)

Betamal, Fendy Nur (2015) Analisa Life Cycle Cost Perkerasan Kaku Dan Lentur Jalan Nasional (Studi Kasus: Jalan Batas Kota Bojonegoro-Padangan). Undergraduate thesis, Institut Teknologi Sepuluh Nopember.

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Abstract

Pada umumnya, jalan direncanakan memiliki umur rencana pelayanan tertentu sesuai kebutuhan dan kondisi lalu lintas yang ada, misalnya 10 sampai dengan 20 tahun, dengan harapan bahwa jalan masih tetap dapat melayani lalu lintas dengan tingkat pelayanan pada kondisi yang baik. Untuk mencapai pelayanan pada kondisi yang baik selama umur rencana tersebut, diperlukan adanya upaya pemeliharaan jalan. Menurut Manual Desain Pekerasan Jalan (2013), salah satu kriteria yang harus dipenuhi dalam mendesain perkerasan jalan merupakan life cycle cost yang minimum. Pada penelitian ini akan dibahas analisa biaya siklus hidup Jalan Nasional Batas Kota Bojonegoro-Padangan menggunakan parameter-parameter antara lain, biaya konstruksi (initial cost), biaya operasional dan pemeliharaan (operational & maintenance cost), dan biaya penggantian (replacement cost), serta nilai sisa (residual value). Berdasarkan hasil perencanaan perkerasan lentur terhadap prediksi kenaikan volume lalulintas selama 20 tahun, dihasilkan biaya awal konstruksi sebesar Rp.42,981,443,898,-, biaya pemeliharaan berkala pada tahun ke-10 sebesar Rp.32,980,356,355,- pada tahun ke-10, dan pemeliharaan rutin setiap 2 tahun sekali. Sesuai dengan kontrak berbasis kinerja (Perfomance Based Contract) yang berlaku pada Proyek Peningkatan Struktur jalan tersebut, biaya awal konstruksi yang diperlukan sebesar Rp.95,313,606,511.- dan biaya layanan pemeliharaan sebesar Rp.15,135,257,674.-. Total biaya yang dihasilkan menggunakan Metode Nilai Sekarang (Present Worth Method) untuk perkerasan lentur sebesar Rp.75,967,309,324,- dan perkerasan kaku sebesar Rp.110,448,864,185,- . =========== In generally, road was planned have plan age service appropriate needed and traffic conditions, example 10 till 20 years, in hope road was used with good condition. To get good service condition for planning ages, we need maintenance effort. According to Pavement Design Manual (2013), one of criteria that should be completed when designed pavement is minimum life cycle cost. This research will discuss the life cycle cost analysis of the National Boundary Road Bojonegoro-Padangan using parameters, among others, initial cost, operational & maintenance costs, replacement cost, and residual value. Based on the results of flexible pavement planning to increase forecast traffic volume for 20 years, generated the initial cost of construction of Rp.42,981,443,898,-, periodic maintenance costs in the 10th year as well as the replacement cost of Rp.32,980,356,355,-, and some maintenances every 2 years. In accordance with the performancebased contract (Performance Based Contract) which applies to the Project for Improvement of the road structure, the initial cost of construction required for Rp.95,313,606,511.- and the cost of maintenance services for Rp.15,135,257,674.-. The total cost generated using the present value method (Present Worth Method) for flexible pavements for Rp.75,967,309,324,- and rigid pavement for Rp.110,448,864,185,-.

Item Type: Thesis (Undergraduate)
Uncontrolled Keywords: life cycle cost, rigid pavement, flexible pavement, performance based contract, present worth method, life cycle cost, rigid pavement, flexible pavement, performance based contract, present worth method
Subjects: T Technology > TA Engineering (General). Civil engineering (General) > TA444 Reinforced concrete
T Technology > TH Building construction > TH438 Construction industry--Management. Project management.
Divisions: Faculty of Civil Engineering and Planning > Civil Engineering > 22201-(S1) Undergraduate Thesis
Depositing User: - Davi Wah
Date Deposited: 02 Apr 2019 05:45
Last Modified: 02 Apr 2019 05:45
URI: http://repository.its.ac.id/id/eprint/62688

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