A Comparative Study of Traditional Asphalt and Flexible Pavement with Rubber Crumb in Terms of Cost and Strength

References

[1] Abdallh. A. A. Lhwaint , et al.,(.2017). “Analysing Properties of Asphalt Concrete Modified with Crumb Rubber Compare to Other Mixture”. The Third International Conference on Civil Engineering Research (ICCER) (PDF) Analysing Properties of Asphalt Concrete Modified with Crumb Rubber Compare to Other Mixture (researchgate.net)

[2] ASTM International. (2021). ASTM D6927-21 Standard Test Method for Marshall Stability and Flow of Asphalt Mixtures. Retrieved May 7, 2023, from https://www.astm.org/standards/d6927

[3] Everten. (n.d.). Bakemaster rectangular deep cake pan 35x24x5cm. Retrieved from https://www.everten.com.au/bakemaster- rectangular-deep-cake-pan-35x24x5cm.html

[4] Ferrovial. (n.d.). Asphalt. Retrieved May 7, 2023, from https://www.ferrovial.com/en/resources/asphalt/

[5] Hailstone, J. (2022, March 18). What happens when tires reach the end of the road? Forbes. Retrieved May 30, 2023, from https://www.forbes.com/sites/jamiehailstone/20 22/03/18/what-happens-when-tires-reach-the- end-of-the-road/amp/

[6] Henglong Zhang et al., (2022). “An innovative and smart road construction material: thermo chromic asphalt binder”. New Materials in Civil Engineering. https:// 818961-0.00022-3

[7] Johnson, T. A. (2016). “Waste Tire as an Asphalt Cement Modifier for Road Pavement”.Journal of Environmental Engineering,142(10),04016049. 10.1061/(ASCE)EE.1943-7870.0001091

[8] Jones, E. L. (2015). “Effect of Temperature and Time Parameters on the Chemical Profile of Asphalt Fumes”. Journal of Chemical Engineering Data, 60(1), 226-235. 10.1021/je5008819

[9] Kashif and Sumit Rana (2016). “A review of Asphalt pavement material improvement”. International Journal of Latest Research In Engineering and Computing (IJLREC) Vol. 4, Issue 6 , Page No. 7-11. http://www.ijlrec.com/

[10] Lee, S. H. (2020). “Analysis of Mechanical Properties of Asphalt Mix Using Lahar Sand and Crumb Rubber Tire as Replacement for Fine Aggregates”. Retrieved from https://osf.io/2zyvk/

[11] Naha S. Mahaan et al.,” An overview of crumb rubber modified bitumen”, International journal of the physical science, vol.7 (2), 9 january2012, pp.166-170. https://www.researchgate.net/publication/25683 9798_An_overview_of_crumb_rubber_modified _asphalt

[12] Nitu H. Deshmukh and D.Y Kshirsagar (2017). Utilization of Rubber Waste in Construction of Flexible Pavement. International Journal of Advance Research, Ideas and Innovations in Technology, 2(7)

[13] PMC Supplies. (n.d.). Dial thermometer for wax melting processes. Retrieved from https://pmcsupplies.com/dial-thermometer-for- wax-melting-processes.html

[14] Pradeep Kumar Gautam, (2018) et al., “Sustainable use of waste in flexible pavement: A review”, Construction and Building Materials, Vo. 180, pp 239 -253. https:// 67.

[15] Sharma Pavan Kumar, Saxena Anil Kumar, Arora T.R., 2013, Experimental Study of Flexible Pavement by Using Waste Rubber Tyres, INTERNATIONAL JOURNAL OF ENGINEERING RESEARCH & TECHNOLOGY (IJERT) Volume 02, Issue 08 (August 2013)https://www.ijert.org/experimental-study- of-flexible-pavement-by-using-waste-rubber- tyres

[16] Sharma, Utkarsh and Singh, Sitesh (2018). “Use of Crumb Rubber in Flexible Pavement and Comparison in Strength & Quality”. International Journal of Innovative Research in Science, Engineering and Technology.https://www.researchgate.net/public ation/325283742_Use_of_Crumb_Rubber_in_F lexible_Pavement_and_Comparison_in_Strengt h_Quality

[17] Smith, J. D. (2020).”Waste Rubber Tire as an Additive in Asphalt”. Retrieved from https://www.academia.edu/41579393/WASTE_ RUBBER_TIRE_AS_AN_ADDITIVE_IN_AS PHALT

[18] Walmart.com. (n.d.). Do it rubber mallet. Retrieved from https://www.walmart.com/ip/Do-it-Rubber- Mallet/51694217

[19] Y. Becker, 2001 et al., “Polymer modified asphalt,” Vision Tecnologica, vol. 9, no. 1, pp. 39–5. https://www.hindawi.com/journals/tswj/2014/21 4612/#B57.

@article{1704716,
      author = {Crystel G. Nicdao, Paula Joy B.  Mallari, Miko T. Razon; Jefferson B. Guinto, Klint Leonard G. Cunanan; Adrian R. Briones, Princess Kimberly C. Sabiniano; Carl Jason A. Coronel},
      title = {A Comparative Study of Traditional Asphalt and Flexible Pavement with Rubber Crumb in Terms of Cost and Strength},
      journal = {Iconic Research And Engineering Journals},
      year = {2023},
      volume = {6},
      number = {12},
      pages = {846-854},
      issn = {2456-8880},
      url = {https://www.irejournals.com/formatedpaper/1704716.pdf},
      abstract = {Asphalt, a popular paving material used for various applications, has taken on an increasingly significant role in promoting sustainability and environmental responsibility. One such initiative involves the incorporation of recycled rubber from scrap tires into the mix, creating a more durable and flexible pavement structure. With the growing concern over the disposal of scrap tires, using rubber waste in pavement structures is becoming a vital solution for building a more sustainable environment. By reducing the amount of non-biodegradable waste in landfills and promoting the reuse of materials, asphalt is playing a critical role in creating a more sustainable future. This experimental study sought to evaluate the cost and strength of traditional asphalt and flexible pavement with rubber crumbs, using the Marshall Stability test to assess its flow, density, and void content. The study has the following main objectives: to determine the physical and mechanical properties of Traditional Asphalt and Flexible Pavement with Rubber Crumbs; to determine the strength of Traditional Asphalt and Flexible Pavements with Rubber Crumbs; and to execute a cost analysis of Traditional Asphalt and Flexible Pavement with Rubber Crumbs and compare results. Marshall Stability test will be done on the samples of traditional asphalt and flexible pavement with rubber crumbs considering different concentrations (3%, 6%, and 9%) to estimate the strength of the pavement. The addition of rubber crumbs to asphalt mixtures resulted in lower stability values, with mixtures containing 3% rubber having a higher bulk specific gravity compared to traditional asphalt. The addition of rubber crumbs compromises the stability of the mixture, resulting in the creation of voids, lower density, and stability. As the percentage of rubber in asphalt increases, it becomes less durable, more permeable, and more susceptible to deformation.},
      month = {June},
  }