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Comparison of marshall mix properties between normal acw14 hot mix asphalt mixture and acw14 with carbide lime as filler replacement materia

Many researchers have been using Marshall Mixture design method for designing Hot Mix Asphalt (HMA) mixtures. The objective of this study is to evaluate the Marshall Mix properties for both types of mixtures using normal aggregate and carbide lime as filler material in ACW 14 mix. One using ordinat...

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Main Author: Azizah Ummira, Bt. Hj Abot
Format: Final Year Project Report
Language:English
Published: Universiti Malaysia Sarawak, UNIMAS 2010
Subjects:
QD Chemistry
TA Engineering (General). Civil engineering (General)
Online Access:http://ir.unimas.my/id/eprint/7683/8/Azizah%20Ummira%20Bt%20hj%20Abot%20ft.pdf
http://ir.unimas.my/id/eprint/7683/
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spelling my.unimas.ir.76832023-02-27T02:41:50Z http://ir.unimas.my/id/eprint/7683/ Comparison of marshall mix properties between normal acw14 hot mix asphalt mixture and acw14 with carbide lime as filler replacement materia Azizah Ummira, Bt. Hj Abot QD Chemistry TA Engineering (General). Civil engineering (General) Many researchers have been using Marshall Mixture design method for designing Hot Mix Asphalt (HMA) mixtures. The objective of this study is to evaluate the Marshall Mix properties for both types of mixtures using normal aggregate and carbide lime as filler material in ACW 14 mix. One using ordinate aggregate available at UNIMAS civil lab and another one the filler size of 75 μm was replace by carbide lime. The asphalt cement use varies from 4.5% to 6.5% and having penetration grades of 80/100. The mix were compare in term of Marshall Properties such as stability and flow; and volumetric properties are mixture density, Voids Filled with Asphalt (VFA), Voids in Mineral Aggregate (VMA), and Voids in Total Mix (VTM). Study show that the hot mix asphalt for the normal aggregate mix having a greater density but carbide mix having greater stability. The optimum binder content for the normal mix asphalt was 5.67% and 5.63% for the carbide mix. The ACW 14 for the carbide mix does not satisfied JKR requirement for flow, void in total mix and voids in aggregate filled with asphalt mean while the ACW 14 for normal only fail to satisfy the void in total mix and voids in aggregate filled with asphalt. Universiti Malaysia Sarawak, UNIMAS 2010 Final Year Project Report NonPeerReviewed text en http://ir.unimas.my/id/eprint/7683/8/Azizah%20Ummira%20Bt%20hj%20Abot%20ft.pdf Azizah Ummira, Bt. Hj Abot (2010) Comparison of marshall mix properties between normal acw14 hot mix asphalt mixture and acw14 with carbide lime as filler replacement materia. [Final Year Project Report] (Unpublished)
institution Universiti Malaysia Sarawak
building Centre for Academic Information Services (CAIS)
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Sarawak
content_source UNIMAS Institutional Repository
url_provider http://ir.unimas.my/
language English
topic QD Chemistry
TA Engineering (General). Civil engineering (General)
spellingShingle QD Chemistry
TA Engineering (General). Civil engineering (General)
Azizah Ummira, Bt. Hj Abot
Comparison of marshall mix properties between normal acw14 hot mix asphalt mixture and acw14 with carbide lime as filler replacement materia
description Many researchers have been using Marshall Mixture design method for designing Hot Mix Asphalt (HMA) mixtures. The objective of this study is to evaluate the Marshall Mix properties for both types of mixtures using normal aggregate and carbide lime as filler material in ACW 14 mix. One using ordinate aggregate available at UNIMAS civil lab and another one the filler size of 75 μm was replace by carbide lime. The asphalt cement use varies from 4.5% to 6.5% and having penetration grades of 80/100. The mix were compare in term of Marshall Properties such as stability and flow; and volumetric properties are mixture density, Voids Filled with Asphalt (VFA), Voids in Mineral Aggregate (VMA), and Voids in Total Mix (VTM). Study show that the hot mix asphalt for the normal aggregate mix having a greater density but carbide mix having greater stability. The optimum binder content for the normal mix asphalt was 5.67% and 5.63% for the carbide mix. The ACW 14 for the carbide mix does not satisfied JKR requirement for flow, void in total mix and voids in aggregate filled with asphalt mean while the ACW 14 for normal only fail to satisfy the void in total mix and voids in aggregate filled with asphalt.
format Final Year Project Report
author Azizah Ummira, Bt. Hj Abot
author_facet Azizah Ummira, Bt. Hj Abot
author_sort Azizah Ummira, Bt. Hj Abot
title Comparison of marshall mix properties between normal acw14 hot mix asphalt mixture and acw14 with carbide lime as filler replacement materia
title_short Comparison of marshall mix properties between normal acw14 hot mix asphalt mixture and acw14 with carbide lime as filler replacement materia
title_full Comparison of marshall mix properties between normal acw14 hot mix asphalt mixture and acw14 with carbide lime as filler replacement materia
title_fullStr Comparison of marshall mix properties between normal acw14 hot mix asphalt mixture and acw14 with carbide lime as filler replacement materia
title_full_unstemmed Comparison of marshall mix properties between normal acw14 hot mix asphalt mixture and acw14 with carbide lime as filler replacement materia
title_sort comparison of marshall mix properties between normal acw14 hot mix asphalt mixture and acw14 with carbide lime as filler replacement materia
publisher Universiti Malaysia Sarawak, UNIMAS
publishDate 2010
url http://ir.unimas.my/id/eprint/7683/8/Azizah%20Ummira%20Bt%20hj%20Abot%20ft.pdf
http://ir.unimas.my/id/eprint/7683/
_version_ 1758954031077654528
score 13.211869

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