PERBANDINGAN TEBAL PERKERASAN LENTUR METODE ANALISA KOMPONEN DAN AASHTO (STUDI KASUS: JALAN LUBUK ALAI - KOTO LAMO KABUPATEN LIMA PULUH KOTA)

RANG TEKNIK JOURNAL

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Field Value
 
Title PERBANDINGAN TEBAL PERKERASAN LENTUR METODE ANALISA KOMPONEN DAN AASHTO (STUDI KASUS: JALAN LUBUK ALAI - KOTO LAMO KABUPATEN LIMA PULUH KOTA)
 
Creator Kurniawan, Deddy
Yermadona, Helga
Wailussy, Idris
 
Subject Teknik Sipil
 
Description Lubuk Alai - Koto Lamo road is an agricultural and tourism lane located in Lima Puluh Kota, West Sumatra, so that this road holds an important role in the economic sector. The purpose of this study is to compare the planning of thick pavement liners by using Bina Marga Component Analysis 1987 method and AASHTO 1993 method on the Lubuk Alai - Koto Lamo road STA 0 + 000 to STA 3 + 800 Lima Puluh Kota Districts. The method used to analyze the data is Bina Marga Component Analysis 1987 method and AASHTO 1993. The results obtained that in 10 year planning for Component Analysis  the thickness of 5 cm MS 340 Laston surface course, the base course of Class A thick Aggregate 15 cm and the subbase course of Sirtu Class B thickness is 10 cm. With using AASHTO 1993 analysis  the thickness of 11 cm MS 340 Laston surface course, the base course of Class A thick Aggregate 8 cm and the subbase course of Sirtu Class B thickness is 18 cm.
 
Publisher Fakultas Teknik Universitas Muhammadiyah Sumatera Barat
 
Contributor
 
Date 2019-05-27
 
Type info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion
Artikel yang dipeer-review
 
Format application/pdf
 
Identifier https://jurnal.umsb.ac.id/index.php/RANGTEKNIKJOURNAL/article/view/1462
10.31869/rtj.v2i2.1462
 
Source Rang Teknik Journal; Vol 2, No 2 (2019): Volume 2 No 2 Juni 2019 Rang Teknik Journal
2599-2090
2599-2082
 
Language ind
 
Relation https://jurnal.umsb.ac.id/index.php/RANGTEKNIKJOURNAL/article/view/1462/1285
https://jurnal.umsb.ac.id/index.php/RANGTEKNIKJOURNAL/article/downloadSuppFile/1462/89
 
Rights ##submission.copyrightStatement##
http://creativecommons.org/licenses/by-sa/4.0
 

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