Analisa Tebal Perkerasan Lentur dan Perkerasan Kaku Menggunakan Metode Bina Marga (Studi Kasus Pada Ruas Jalan Lingkar Utara Kota Bengkalis)
Total View This Week0
Total View This Week0
Institusion
Politeknik Negeri Bengkalis
Author
Mahmud, Amir
Subject
421 Teknik Sipil
Datestamp
2024-07-29 06:33:11
Abstract :
Planning of flexible pavement thickness and rigid pavement using the Bina Marga Method is a reference in pavement thickness planning in Indonesia. The purpose of this research is to know how thick the flexible pavement and the rigid pavement then compare the cost to the two constructions. Bending flexible using Method of Bina Marga 2002 and rigid pavement using Bina Marga Method 2003. Based on actual daily average crossover and 10.07% effective CBR value and 7.58% traffic growth data. The thickness of the flexible pavement obtained from the Bina Marga 2002 method is the thickness of the bottom layer of 20 cm, the thickness of the base layer between 16 cm, and the thickness of the surface layer of 14 cm. For rigid pavementm obtained 14 cm thick with quality of K-350 concrete, based on plate thickness obtained by repeating ruji (dowel) diameter 20 mm, length 45 cm with distance 30 cm. Tie bars used in diameter 16 length 70 cm with distance 75 cm. Wiremash diameter 8 with distance 200 mm.
Planning of flexible pavement thickness and rigid pavement using the Bina Marga Method is a reference in pavement thickness planning in Indonesia. The purpose of this research is to know how thick the flexible pavement and the rigid pavement then compare the cost to the two constructions. Bending flexible using Method of Bina Marga 2002 and rigid pavement using Bina Marga Method 2003. Based on actual daily average crossover and 10.07% effective CBR value and 7.58% traffic growth data. The thickness of the flexible pavement obtained from the Bina Marga 2002 method is the thickness of the bottom layer of 20 cm, the thickness of the base layer between 16 cm, and the thickness of the surface layer of 14 cm. For rigid pavementm obtained 14 cm thick with quality of K-350 concrete, based on plate thickness obtained by repeating ruji (dowel) diameter 20 mm, length 45 cm with distance 30 cm. Tie bars used in diameter 16 length 70 cm with distance 75 cm. Wiremash diameter 8 with distance 200 mm.
Download
book
BibTex
Latex, Jabref
cloud_download
Original Resource
url resource Institution
