STUDI PERBANDINGAN BIAYA KONSTRUKSI PERKERASAN JALAN BETON DAN PERKERASAN JALAN ASPAL PADA PROYEK JALAN RE. MARTADINATA JAKARTA UTARA
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Institusion
Institut Teknologi Perusahaan Listrik Negara
Author
SINAGA, MARIA FRANSISKA
Sm, Hartanto
Sm, Hartanto
Subject
Teknik Sipil
Datestamp
2019-09-27 02:32:58
Abstract :
The objectives of this research are to know how much cost needed for rigid pavement, flexible pavement and to knowcost comparison between rigid pavement and flexible pavement. The pavement depth planning uses component analysis from Bina Marga Method for aggregate base course and method developed by NAASRA (National Association of Australian State Road Authorities) for concrete base course. Data needed for the analysis consist of work volumedetails, unit cost list, unit cost analysis, equipment replacement analysis and construction drawing. Cost analysis resultshows that rigid pavement need Rp Rp 24.779.337.330,-and flexible pavement need Rp 23.752.719.137,-with cost saving percentage 4,14 % for rigid pavement cost.
The objectives of this research are to know how much cost needed for rigid pavement, flexible pavement and to knowcost comparison between rigid pavement and flexible pavement. The pavement depth planning uses component analysis from Bina Marga Method for aggregate base course and method developed by NAASRA (National Association of Australian State Road Authorities) for concrete base course. Data needed for the analysis consist of work volumedetails, unit cost list, unit cost analysis, equipment replacement analysis and construction drawing. Cost analysis resultshows that rigid pavement need Rp Rp 24.779.337.330,-and flexible pavement need Rp 23.752.719.137,-with cost saving percentage 4,14 % for rigid pavement cost.
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