MONITORING PERFORMANCE OF LATERITE BASE TRIAL SECTION: A CASE OF ADDIS ABABA, ETHIOPIA

This paper is aimed to present an overview of the provision of a demonstration/research trials with particular reference to pavement performance of a laterite base under a double bituminous surface treatment (DBST) as part of a long-term pavement performance (LTPP) monitoring in Ethiopia. The resea...

Full description

Saved in:
Bibliographic Details
Main Author: Alemgena ARAYA
Format: Article
Language:English
Published: UJ Press 2021-07-01
Series:Journal of Construction Project Management and Innovation
Subjects:
Online Access:https://journals.uj.ac.za/index.php/JCPMI/article/view/559
Tags: Add Tag
No Tags, Be the first to tag this record!
_version_ 1841555152616554496
author Alemgena ARAYA
author_facet Alemgena ARAYA
author_sort Alemgena ARAYA
collection DOAJ
description This paper is aimed to present an overview of the provision of a demonstration/research trials with particular reference to pavement performance of a laterite base under a double bituminous surface treatment (DBST) as part of a long-term pavement performance (LTPP) monitoring in Ethiopia. The research components were aimed at increasing the use of locally available materials and solving specific problems related to the performance of some roads constructed with thin asphalt seals. In Ethiopia, most roads are built using crushed rock for road base. The project aim was to demonstrate that whether laterite can be used for base course, assess and evaluate the effect of sealed and unsealed shoulder in cut and fill sections. Out of the various field data measurements carried out in each monitoring period (wet and dry season) the paper reviews the in-situ dynamic cone penetrometer (DCP) test results and visual condition assessment observations. It is demonstrated that for such low volume roads laterite base trial sections are performing well, however DCP test results in these sections reveals that the crushed base control sections perform slightly better than the laterite base trial sections and the sections in cut are stronger than in fill while the shoulder sealing doesn’t provide consistent effect on the layer strengths.
format Article
id doaj-art-36d99d8e88724125a104a2e10663324d
institution Kabale University
issn 2223-7852
2959-9652
language English
publishDate 2021-07-01
publisher UJ Press
record_format Article
series Journal of Construction Project Management and Innovation
spelling doaj-art-36d99d8e88724125a104a2e10663324d2025-01-08T06:09:53ZengUJ PressJournal of Construction Project Management and Innovation2223-78522959-96522021-07-0111110.36615/jcpmi.v11i1.559MONITORING PERFORMANCE OF LATERITE BASE TRIAL SECTION: A CASE OF ADDIS ABABA, ETHIOPIA Alemgena ARAYA0ALERT Engineering Plc, P. O. Box 31890, Addis Ababa, Ethiopia This paper is aimed to present an overview of the provision of a demonstration/research trials with particular reference to pavement performance of a laterite base under a double bituminous surface treatment (DBST) as part of a long-term pavement performance (LTPP) monitoring in Ethiopia. The research components were aimed at increasing the use of locally available materials and solving specific problems related to the performance of some roads constructed with thin asphalt seals. In Ethiopia, most roads are built using crushed rock for road base. The project aim was to demonstrate that whether laterite can be used for base course, assess and evaluate the effect of sealed and unsealed shoulder in cut and fill sections. Out of the various field data measurements carried out in each monitoring period (wet and dry season) the paper reviews the in-situ dynamic cone penetrometer (DCP) test results and visual condition assessment observations. It is demonstrated that for such low volume roads laterite base trial sections are performing well, however DCP test results in these sections reveals that the crushed base control sections perform slightly better than the laterite base trial sections and the sections in cut are stronger than in fill while the shoulder sealing doesn’t provide consistent effect on the layer strengths. https://journals.uj.ac.za/index.php/JCPMI/article/view/559Lateritepavement performanceField monitoringTrial section
spellingShingle Alemgena ARAYA
MONITORING PERFORMANCE OF LATERITE BASE TRIAL SECTION: A CASE OF ADDIS ABABA, ETHIOPIA
Journal of Construction Project Management and Innovation
Laterite
pavement performance
Field monitoring
Trial section
title MONITORING PERFORMANCE OF LATERITE BASE TRIAL SECTION: A CASE OF ADDIS ABABA, ETHIOPIA
title_full MONITORING PERFORMANCE OF LATERITE BASE TRIAL SECTION: A CASE OF ADDIS ABABA, ETHIOPIA
title_fullStr MONITORING PERFORMANCE OF LATERITE BASE TRIAL SECTION: A CASE OF ADDIS ABABA, ETHIOPIA
title_full_unstemmed MONITORING PERFORMANCE OF LATERITE BASE TRIAL SECTION: A CASE OF ADDIS ABABA, ETHIOPIA
title_short MONITORING PERFORMANCE OF LATERITE BASE TRIAL SECTION: A CASE OF ADDIS ABABA, ETHIOPIA
title_sort monitoring performance of laterite base trial section a case of addis ababa ethiopia
topic Laterite
pavement performance
Field monitoring
Trial section
url https://journals.uj.ac.za/index.php/JCPMI/article/view/559
work_keys_str_mv AT alemgenaaraya monitoringperformanceoflateritebasetrialsectionacaseofaddisababaethiopia