Analisa Perencanaan Perkerasan Lentur Dan Perhitungan Anggaran Biaya Pada Ruas Jalan Pronojiwo-Tamanayu Kabupaten Lumajang (STA 0+000 – STA 5+000)
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Institusion
Universitas Kadiri
Author
Khusen, Moh. Ali
Subject
TA Engineering (General). Civil engineering (General)
Datestamp
2022-01-25 02:08:40
Abstract :
The construction of Pronojiwo-Tamanayu Road, Lumajang Regency (Sta 0 + 000 - Sta 5 + 000) with a width of 4 meters aims to increase the distribution of agricultural products and also as a transportation infrastructure for the people in the Pronojiwo area. The purpose of writing this Final Project is to plan pavement thickness, calculate the budget plan and schedule activities. Calculation of flexible pavement uses the component analysis method that refers to SKBI-2.3.26 1987. To get the pavement thickness, CBR data, rain data and traffic data are needed. The calculation results obtained by surface thickness of 5 cm (Laston MS 744), thickness of the upper foundation of 20 cm (broken stone class B) and thickness of the bottom foundation of 10 cm (sand class A). The time to carry out the work is 67 days and the implementation fee is Rp.4,156,614,051 (Four Billion One Hundred Fifty Six Million Six Hundred Fourteen Thousand Fifty One Rupiah). Keywords : flexible pavement, budgetting, pavement depth
The construction of Pronojiwo-Tamanayu Road, Lumajang Regency (Sta 0 + 000 - Sta 5 + 000) with a width of 4 meters aims to increase the distribution of agricultural products and also as a transportation infrastructure for the people in the Pronojiwo area. The purpose of writing this Final Project is to plan pavement thickness, calculate the budget plan and schedule activities. Calculation of flexible pavement uses the component analysis method that refers to SKBI-2.3.26 1987. To get the pavement thickness, CBR data, rain data and traffic data are needed. The calculation results obtained by surface thickness of 5 cm (Laston MS 744), thickness of the upper foundation of 20 cm (broken stone class B) and thickness of the bottom foundation of 10 cm (sand class A). The time to carry out the work is 67 days and the implementation fee is Rp.4,156,614,051 (Four Billion One Hundred Fifty Six Million Six Hundred Fourteen Thousand Fifty One Rupiah). Keywords : flexible pavement, budgetting, pavement depth
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