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Investigation on Optimum Bitumen Content of Asphaltic Concrete-Mix (ACW 14) with Replacement of Fine Aggregates with LDPE

50% Partial replacement aggregate of Size 75um and < 75um been done with low density polyethylene. 4%, 5% , 6% and 7% bitumen content by weight of aggregates has been added to design mix for Asphaltic Concrete Wearing Course 14mm design, the result show that at optimum bitumen content of 5.78% b...

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Main Author: Shahbaz, Ahmed Memon
Format: Thesis
Language:English
Published: 2017
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://eprints.intimal.edu.my/1085/1/BCEGI%2031.pdf
http://eprints.intimal.edu.my/1085/
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spelling my-inti-eprints.10852018-09-20T03:19:11Z http://eprints.intimal.edu.my/1085/ Investigation on Optimum Bitumen Content of Asphaltic Concrete-Mix (ACW 14) with Replacement of Fine Aggregates with LDPE Shahbaz, Ahmed Memon TA Engineering (General). Civil engineering (General) 50% Partial replacement aggregate of Size 75um and < 75um been done with low density polyethylene. 4%, 5% , 6% and 7% bitumen content by weight of aggregates has been added to design mix for Asphaltic Concrete Wearing Course 14mm design, the result show that at optimum bitumen content of 5.78% by weight of aggregates the stability is 14200N which above 13000N minimum required. Flow is 4.8mm which is within the range of 2mm-5mm required. Voids filled with bitumen (VFB) are 67% also within range of 65%-75% and Voids in total mix are 68% which are at the border of the range 3.0% - 7.0% which is acceptable. Overall the performance of the design mix is satisfactory and complainant. 2017-08-01 Thesis NonPeerReviewed text en http://eprints.intimal.edu.my/1085/1/BCEGI%2031.pdf Shahbaz, Ahmed Memon (2017) Investigation on Optimum Bitumen Content of Asphaltic Concrete-Mix (ACW 14) with Replacement of Fine Aggregates with LDPE. Other thesis, INTI INTERNATIONAL UNIVERSITY.
institution INTI International University
building INTI Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider INTI International University
content_source INTI Institutional Repository
url_provider http://eprints.intimal.edu.my
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Shahbaz, Ahmed Memon
Investigation on Optimum Bitumen Content of Asphaltic Concrete-Mix (ACW 14) with Replacement of Fine Aggregates with LDPE
description 50% Partial replacement aggregate of Size 75um and < 75um been done with low density polyethylene. 4%, 5% , 6% and 7% bitumen content by weight of aggregates has been added to design mix for Asphaltic Concrete Wearing Course 14mm design, the result show that at optimum bitumen content of 5.78% by weight of aggregates the stability is 14200N which above 13000N minimum required. Flow is 4.8mm which is within the range of 2mm-5mm required. Voids filled with bitumen (VFB) are 67% also within range of 65%-75% and Voids in total mix are 68% which are at the border of the range 3.0% - 7.0% which is acceptable. Overall the performance of the design mix is satisfactory and complainant.
format Thesis
author Shahbaz, Ahmed Memon
author_facet Shahbaz, Ahmed Memon
author_sort Shahbaz, Ahmed Memon
title Investigation on Optimum Bitumen Content of Asphaltic Concrete-Mix (ACW 14) with Replacement of Fine Aggregates with LDPE
title_short Investigation on Optimum Bitumen Content of Asphaltic Concrete-Mix (ACW 14) with Replacement of Fine Aggregates with LDPE
title_full Investigation on Optimum Bitumen Content of Asphaltic Concrete-Mix (ACW 14) with Replacement of Fine Aggregates with LDPE
title_fullStr Investigation on Optimum Bitumen Content of Asphaltic Concrete-Mix (ACW 14) with Replacement of Fine Aggregates with LDPE
title_full_unstemmed Investigation on Optimum Bitumen Content of Asphaltic Concrete-Mix (ACW 14) with Replacement of Fine Aggregates with LDPE
title_sort investigation on optimum bitumen content of asphaltic concrete-mix (acw 14) with replacement of fine aggregates with ldpe
publishDate 2017
url http://eprints.intimal.edu.my/1085/1/BCEGI%2031.pdf
http://eprints.intimal.edu.my/1085/
_version_ 1644541383031128064
score 13.209306

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