American Journal of Civil Engineering

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Reduction of Optimum Bitumen Content in Polyethylene Modified Bituminous Mixes

Received: Jun. 25, 2018    Accepted:     Published: Jun. 26, 2018
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Abstract

Using plastic as additive in pavement has gained popularity for the past several years. Plastics waste is a serious environmental issue due to its non-biodegradable properties and hard to be disposed. There is a high demand of plastics in the industries as a packaging and disposable consumer items due to its inexpensive, lightweight and durable properties. Polyethylene (PE) has been extensively used in packaging, pipes, toys, garbage bags and bottles. The purpose of this study is to evaluate the properties of PE modified bituminous mixture in comparison to conventional bituminous mixture. This study utilized both High Density Polyethylene (HDPE) and Low Density Polyethylene (LDPE) granules in order to achieve optimum benefits. Wearing course samples were prepared using Marshall Mix design method and according to Standard Specification for Road Works as guidelines. Laboratory study was performed on the compacted mixtures to determine the optimum bitumen content (OBC) and evaluate the effect of PE on its properties. The modified mixes show promising results: higher stability and lower optimum bitumen content (OBC) when compared to a conventional mix. The results indicate that the addition of 2% Polyethylene by weight of aggregate reduce the amount of OBC by 4.2%. Hence, Polyethylene modified bituminous mixture not only can helps reduce the waste plastics but also results in saving in pavement material costs.

DOI 10.11648/j.ajce.20180603.12
Published in American Journal of Civil Engineering ( Volume 6, Issue 3, May 2018 )
Page(s) 93-98
Creative Commons

This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.

Copyright

Copyright © The Author(s), 2024. Published by Science Publishing Group

Keywords

Modified Bituminous Mixture, Polyethylene, Optimum Bitumen Content, Marshall Mix Design

References
[1] R. Manju, Sathya S and Sheema K, “Use of Plastic Waste in Bituminous Pavement.” International Journal of ChemTech Research. CODEN (USA): IJCRGG, ISSN: 0974-4290, ISSN (Online): 2455-9555. Vol. 10 No. 8, pp 804-811, 2017.
[2] Anzar Hamid Mir, “Use of Plastic Waste in Pavement Construction: An Example of Creative Waste management.” IOSR Journal of Engineering (IOSRJEN). ISSN (e): 2250-3021, ISSN (p): 2278-8719 Vol. 05, Issue 02 (February. 2015), ||V1|| PP 57-67.
[3] Brajesh Mishra and Ravi Shankar Mishra, “A Study on Use of Waste Plastic Materials in Flexible Pavements.” International Journal of Innovative Research in Science, Engineering and Technology. ISSN (Online): 2319-8753, ISSN (Print): 2347-6710. Vol. 4, Issue 8, August 2015.
[4] Anurag V. Tiwari and Y R M Rao. “Study of Plastic Waste Mixed Bituminous Concrete Using Dry Process for Road Construction.” The Asian Review of Civil Engineering. ISSN: 2249 - 6203 Vol. 6 No. 2, 2017, pp. 1-6.
[5] Hopewell, Jefferson, Robert Dvorak, and Edward Kosior. “Plastics recycling: challenges and opportunities.” Philosophical Transactions of the Royal Society B: Biological Sciences 364: 1526 (2009): 2115-2126. doi: 10.1098/rstb.2008.0311.
[6] Ghuzlan, Khalid A, Ghazi Al-Khateeb, and Yazeed Qasem. “Rheological Properties of Polyethylene-Modified Asphalt Binder.” Paper presented at The 3rd Annual International Conference on Civil Engineering-ATINER, Athens, Greece, June 10-13, 2013.
[7] Khurshid, M Bilal, Sarfaz Ahmed, Muhammad Irfan, and Sajid Mehmood. (2013). “Comparative Analysis of Conventional And Waste Polyethylene Modified Bituminous Mixes.” Paper presented at The International Conference on Remote Sensing, Environment and Transportation Engineering (RSETE), Nanjing, China, July 26-28, 2013.
[8] Awwad, Mohammad T. and Lina Shbeeb. “The Use of Polyethylene in Hot Asphalt Mixtures.” American Journal of Applied Sciences 4: 6 (2007): 390-396. doi: 10.3844/ajassp.2007.390.396.
[9] Hınıslıoğlu, Sinan, and Emine Ağar. “Use of waste high density polyethylene as bitumen modifier in asphalt concrete mix.” Materials Letters 58: 3–4 (2004): 267-271.
[10] Othman, Ayman M. “Effect of Low-Density Polyethylene on Fracture Toughness of Asphalt Concrete Mixtures.” Journal of Materials in Civil Engineering 22: 10 (2010): 951-967.
[11] Punith, V S and A. Veeraragavan. “Behavior of Reclaimed Polyethylene Modified Asphalt Cement for Paving Purposes.” Journal of Materials in Civil Engineering 23: 6 (2011): 833-845. doi: 10.1061/(ASCE)MT.1943-5533.0000235.
[12] Habib, Noor Zainab, Ibrahim Kamaruddin, Madzalan Napiah and Isa Mohd Tan. “Rheological Properties of Polyethylene and Polypropylene Modified Bitumen.” International Journal of Civil and Environmental Engineering 3: 2 (2011): 96-100.
[13] Ali, Tariq, Nouman Iqbal, Mehboob Ali, and Khan Shahzada. “Sustainability Assessment of Bitumen with Polyethylene as Polymer.” Journal of Mechanical and Civil Engineering 10: 5 (2014): 01-06.
[14] Abd-Allah, Ahmed Mohamady, Mohamed Ibrahim El-sharkawi Attia, Mahmoud Fathy Abd-Elmaksoud Khamis, and Eslam Magdy Mohammed Deef-Allah. “Effect of Using Polymers on Bituminous Mixtures Characteristics in Egypt.” Journal of Mechanical and Civil Engineering 11: 4: VII (2014): 54-63.
[15] Vamshi, Avula. “Use of waste plastic in construction of bituminous road.” Journal of Engineering 2: 3 (2013): 123-128.
[16] Rajasekaran, S, R Vasudevan, and Samuvel Paulraj. “Reuse of Waste Plastic Coated Aggregates-Bitumen Mix Composite for Road Application - Green Method.” American Journal of Engineering Research 2: 11 (2013): 1-13.
Cite This Article
  • APA Style

    Shahreena Melati Rhasbudin Shah, Nor Izzah Zainuddin, Yee Hooi Min, Nur Ain Izzati Nasaruddin, Tey Li Sian. (2018). Reduction of Optimum Bitumen Content in Polyethylene Modified Bituminous Mixes. American Journal of Civil Engineering, 6(3), 93-98. https://doi.org/10.11648/j.ajce.20180603.12

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    ACS Style

    Shahreena Melati Rhasbudin Shah; Nor Izzah Zainuddin; Yee Hooi Min; Nur Ain Izzati Nasaruddin; Tey Li Sian. Reduction of Optimum Bitumen Content in Polyethylene Modified Bituminous Mixes. Am. J. Civ. Eng. 2018, 6(3), 93-98. doi: 10.11648/j.ajce.20180603.12

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    AMA Style

    Shahreena Melati Rhasbudin Shah, Nor Izzah Zainuddin, Yee Hooi Min, Nur Ain Izzati Nasaruddin, Tey Li Sian. Reduction of Optimum Bitumen Content in Polyethylene Modified Bituminous Mixes. Am J Civ Eng. 2018;6(3):93-98. doi: 10.11648/j.ajce.20180603.12

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  • @article{10.11648/j.ajce.20180603.12,
      author = {Shahreena Melati Rhasbudin Shah and Nor Izzah Zainuddin and Yee Hooi Min and Nur Ain Izzati Nasaruddin and Tey Li Sian},
      title = {Reduction of Optimum Bitumen Content in Polyethylene Modified Bituminous Mixes},
      journal = {American Journal of Civil Engineering},
      volume = {6},
      number = {3},
      pages = {93-98},
      doi = {10.11648/j.ajce.20180603.12},
      url = {https://doi.org/10.11648/j.ajce.20180603.12},
      eprint = {https://download.sciencepg.com/pdf/10.11648.j.ajce.20180603.12},
      abstract = {Using plastic as additive in pavement has gained popularity for the past several years. Plastics waste is a serious environmental issue due to its non-biodegradable properties and hard to be disposed. There is a high demand of plastics in the industries as a packaging and disposable consumer items due to its inexpensive, lightweight and durable properties. Polyethylene (PE) has been extensively used in packaging, pipes, toys, garbage bags and bottles. The purpose of this study is to evaluate the properties of PE modified bituminous mixture in comparison to conventional bituminous mixture. This study utilized both High Density Polyethylene (HDPE) and Low Density Polyethylene (LDPE) granules in order to achieve optimum benefits. Wearing course samples were prepared using Marshall Mix design method and according to Standard Specification for Road Works as guidelines. Laboratory study was performed on the compacted mixtures to determine the optimum bitumen content (OBC) and evaluate the effect of PE on its properties. The modified mixes show promising results: higher stability and lower optimum bitumen content (OBC) when compared to a conventional mix. The results indicate that the addition of 2% Polyethylene by weight of aggregate reduce the amount of OBC by 4.2%. Hence, Polyethylene modified bituminous mixture not only can helps reduce the waste plastics but also results in saving in pavement material costs.},
     year = {2018}
    }
    

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  • TY  - JOUR
    T1  - Reduction of Optimum Bitumen Content in Polyethylene Modified Bituminous Mixes
    AU  - Shahreena Melati Rhasbudin Shah
    AU  - Nor Izzah Zainuddin
    AU  - Yee Hooi Min
    AU  - Nur Ain Izzati Nasaruddin
    AU  - Tey Li Sian
    Y1  - 2018/06/26
    PY  - 2018
    N1  - https://doi.org/10.11648/j.ajce.20180603.12
    DO  - 10.11648/j.ajce.20180603.12
    T2  - American Journal of Civil Engineering
    JF  - American Journal of Civil Engineering
    JO  - American Journal of Civil Engineering
    SP  - 93
    EP  - 98
    PB  - Science Publishing Group
    SN  - 2330-8737
    UR  - https://doi.org/10.11648/j.ajce.20180603.12
    AB  - Using plastic as additive in pavement has gained popularity for the past several years. Plastics waste is a serious environmental issue due to its non-biodegradable properties and hard to be disposed. There is a high demand of plastics in the industries as a packaging and disposable consumer items due to its inexpensive, lightweight and durable properties. Polyethylene (PE) has been extensively used in packaging, pipes, toys, garbage bags and bottles. The purpose of this study is to evaluate the properties of PE modified bituminous mixture in comparison to conventional bituminous mixture. This study utilized both High Density Polyethylene (HDPE) and Low Density Polyethylene (LDPE) granules in order to achieve optimum benefits. Wearing course samples were prepared using Marshall Mix design method and according to Standard Specification for Road Works as guidelines. Laboratory study was performed on the compacted mixtures to determine the optimum bitumen content (OBC) and evaluate the effect of PE on its properties. The modified mixes show promising results: higher stability and lower optimum bitumen content (OBC) when compared to a conventional mix. The results indicate that the addition of 2% Polyethylene by weight of aggregate reduce the amount of OBC by 4.2%. Hence, Polyethylene modified bituminous mixture not only can helps reduce the waste plastics but also results in saving in pavement material costs.
    VL  - 6
    IS  - 3
    ER  - 

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Author Information
  • Faculty of Civil Engineering, Universiti Teknologi MARA Pulau, Pinang, Malaysia

  • Faculty of Civil Engineering, Universiti Teknologi MARA Pulau, Pinang, Malaysia

  • Faculty of Civil Engineering, Universiti Teknologi MARA Pulau, Pinang, Malaysia

  • Faculty of Civil Engineering, Universiti Teknologi MARA Pulau, Pinang, Malaysia

  • Faculty of Civil Engineering, Universiti Teknologi MARA Pulau, Pinang, Malaysia

  • Section