Analisa Perencanaan Perkerasan Lentur Dan Perhitungan Anggaran Biaya Pada Ruas Jalan Pronojiwo-Tamanayu Kabupaten Lumajang (STA 0+000 – STA 5+000)

Khusen, Moh. Ali (2019) Analisa Perencanaan Perkerasan Lentur Dan Perhitungan Anggaran Biaya Pada Ruas Jalan Pronojiwo-Tamanayu Kabupaten Lumajang (STA 0+000 – STA 5+000). Skripsi thesis, Universitas Kadiri.

	Text Halaman Awal.pdf Download (744kB)
	Text ABSTRAK.pdf Download (372kB)
	Text BAB I.pdf Restricted to Repository staff only Download (419kB)
	Text Daftar Pustaka.pdf Download (121kB)

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

Item Type:	Thesis (Skripsi)
Subjects:	T Technology > TA Engineering (General). Civil engineering (General)
Divisions:	Fakultas Teknik > Prodi Teknik Sipil S1
Depositing User:	NR Nurul Huda
Date Deposited:	25 Jan 2022 02:08
Last Modified:	25 Jan 2022 02:08
URI:	http://repository.unik-kediri.ac.id/id/eprint/209

Actions (login required)

View Item