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The study on marshall design parameter of hot mix asphalt mixture (HMA) using limestone aggregate

In Malaysia, 80% of its roads are from flexible pavement rather than rigid pavement. The asphalt binder material is supplied by the quarry for its aggregates and from the manufacturer for its asphalt binder. In order, material such as limestone aggregate has been used to replace the material tha...

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Main Authors: Abdul Hamid, Muhammad Hazim, Mohd Suffi, Hairee Daniel, Yusoff, Nurul Aini Najwa, Bujang, Hazirah
Format: Conference or Workshop Item
Language:English
Published: 2024
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://eprints.uthm.edu.my/10860/1/P16564_2901e3c84ef957c2e5847b9d65faac60.pdf
http://eprints.uthm.edu.my/10860/
https://doi.org/10.30880/mari.2024.05.01.018
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spelling my.uthm.eprints.108602024-04-17T03:20:21Z http://eprints.uthm.edu.my/10860/ The study on marshall design parameter of hot mix asphalt mixture (HMA) using limestone aggregate Abdul Hamid, Muhammad Hazim Mohd Suffi, Hairee Daniel Yusoff, Nurul Aini Najwa Bujang, Hazirah TA Engineering (General). Civil engineering (General) In Malaysia, 80% of its roads are from flexible pavement rather than rigid pavement. The asphalt binder material is supplied by the quarry for its aggregates and from the manufacturer for its asphalt binder. In order, material such as limestone aggregate has been used to replace the material that commonly used in the mixture. Limestone aggregate is one of the most durable of all natural building materials. The main objective of this study is to overcome the weakness of the strength problem by using the method Marshall Stability Test. The material that was used for aggregate were limestone and granite. The properties for aggregate tested were Sieve Analysis, Aggregate Impact Value (AIV), Flakiness and Elongation. Furthermore, asphalt binder grade 60/70 penetration properties were performed by softening point and penetration testing. Next, the method used was a mixture design by Hot Mix Asphalt (HMA) and Marshall Mix design. Marshall stability test was employed to evaluate the performance of asphalt mixture. At 0, 25, 50, 70, and 100% of the aggregate total weight, the limestone was mixed with asphalt binder grade 60/70 penetration. The stiffness was demonstrated that the control sample is 74.481 kN/mm meanwhile, the optimal limestone mixture was obtained at 25% which is 69.664 kN/mm. The compressive test shown that all the sample are required followed the JKR specification for stiffness which is 2.6 kN/mm. Therefore, potential of limestone aggregate in asphalt mixture has been implement in road construction 2024-01-31 Conference or Workshop Item PeerReviewed text en http://eprints.uthm.edu.my/10860/1/P16564_2901e3c84ef957c2e5847b9d65faac60.pdf Abdul Hamid, Muhammad Hazim and Mohd Suffi, Hairee Daniel and Yusoff, Nurul Aini Najwa and Bujang, Hazirah (2024) The study on marshall design parameter of hot mix asphalt mixture (HMA) using limestone aggregate. In: Multidisciplinary Applied Research and Innovation. https://doi.org/10.30880/mari.2024.05.01.018
institution Universiti Tun Hussein Onn Malaysia
building UTHM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Tun Hussein Onn Malaysia
content_source UTHM Institutional Repository
url_provider http://eprints.uthm.edu.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Abdul Hamid, Muhammad Hazim
Mohd Suffi, Hairee Daniel
Yusoff, Nurul Aini Najwa
Bujang, Hazirah
The study on marshall design parameter of hot mix asphalt mixture (HMA) using limestone aggregate
description In Malaysia, 80% of its roads are from flexible pavement rather than rigid pavement. The asphalt binder material is supplied by the quarry for its aggregates and from the manufacturer for its asphalt binder. In order, material such as limestone aggregate has been used to replace the material that commonly used in the mixture. Limestone aggregate is one of the most durable of all natural building materials. The main objective of this study is to overcome the weakness of the strength problem by using the method Marshall Stability Test. The material that was used for aggregate were limestone and granite. The properties for aggregate tested were Sieve Analysis, Aggregate Impact Value (AIV), Flakiness and Elongation. Furthermore, asphalt binder grade 60/70 penetration properties were performed by softening point and penetration testing. Next, the method used was a mixture design by Hot Mix Asphalt (HMA) and Marshall Mix design. Marshall stability test was employed to evaluate the performance of asphalt mixture. At 0, 25, 50, 70, and 100% of the aggregate total weight, the limestone was mixed with asphalt binder grade 60/70 penetration. The stiffness was demonstrated that the control sample is 74.481 kN/mm meanwhile, the optimal limestone mixture was obtained at 25% which is 69.664 kN/mm. The compressive test shown that all the sample are required followed the JKR specification for stiffness which is 2.6 kN/mm. Therefore, potential of limestone aggregate in asphalt mixture has been implement in road construction
format Conference or Workshop Item
author Abdul Hamid, Muhammad Hazim
Mohd Suffi, Hairee Daniel
Yusoff, Nurul Aini Najwa
Bujang, Hazirah
author_facet Abdul Hamid, Muhammad Hazim
Mohd Suffi, Hairee Daniel
Yusoff, Nurul Aini Najwa
Bujang, Hazirah
author_sort Abdul Hamid, Muhammad Hazim
title The study on marshall design parameter of hot mix asphalt mixture (HMA) using limestone aggregate
title_short The study on marshall design parameter of hot mix asphalt mixture (HMA) using limestone aggregate
title_full The study on marshall design parameter of hot mix asphalt mixture (HMA) using limestone aggregate
title_fullStr The study on marshall design parameter of hot mix asphalt mixture (HMA) using limestone aggregate
title_full_unstemmed The study on marshall design parameter of hot mix asphalt mixture (HMA) using limestone aggregate
title_sort study on marshall design parameter of hot mix asphalt mixture (hma) using limestone aggregate
publishDate 2024
url http://eprints.uthm.edu.my/10860/1/P16564_2901e3c84ef957c2e5847b9d65faac60.pdf
http://eprints.uthm.edu.my/10860/
https://doi.org/10.30880/mari.2024.05.01.018
_version_ 1797914369369047040
score 13.211869

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