Skip to main content
  • 1259 Accesses

Abstract

Polymer modified additives are typically used to improve rheological properties of asphalt binder as well as mechanical properties of asphalt concrete mix. In this study, polymer-modified binder PG70–22 is mixing with two co-polymers enhanced with anti-oxidant agents namely; Solution Styrene-Butadiene Rubber (SSBR) and Solution Ethylene-Butylene/Styrene (SEBS). The objective of this study is to characterize the effect of those additives into the rheological properties of the asphalt binder using temperature sweep test and mechanical properties of asphalt mixes. The aging index is determined to evaluate the role of additives to reduce brittleness after aging of the binder. The performance of asphalt mixes were characterized by Hamburg Wheel Tracking Test for moisture damage, Beam Fatigue Test for fatigue properties and Flow Number Test for rutting performance. It is found that the asphalt mixes with enhanced binders are improving its rutting and moisture resistance but decreased its fatigue life compared to the control mix.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 189.00
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 219.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD 219.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

Preview

Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

References

  1. Lu, Xiaohu, and Ulf Isacsson. (2000), Modification of road bitumens with thermoplastic polymers, Polymer Testing, Vol. 20, Issue. 1, pp. 77–86.

    Article  Google Scholar 

  2. Mastrofini, D, and M Scarsella. (2000), The application of rheology to the evaluation of bitumen ageing, FUEL, Vol. 79, Issue. 9, pp.1005–1015.

    Article  Google Scholar 

  3. Sengoz, Burak, and Giray Isikyakar. (2008), Analysis of styrene-butadiene-styrene polymer modified bitumen using fluorescent microscopy and conventional test methods, Journal of Hazardous Materials, Vol. 150, Issue. 2, pp.424–432.

    Article  Google Scholar 

  4. Airey, Gordon D. (2003), Rheological properties of styrene butadiene styrene polymer polymer modified road bitumens, FUEL, Vol. 82, Issue. 14.

    Google Scholar 

  5. Apeagyei, Alex K, William Glen Buttlar, and Barry J Dempsey. (2008), Investigation of Cracking Behavior of Antioxidant-Modified Asphalt Mixtures, Journal of the Association of Asphalt Paving Technologists, Vol. 77, pp. 517–548.

    Google Scholar 

  6. H. Plancher, E.L. Green, and J.C. Petersen. (1976), Reduction of Oxidative Hardening of Asphalts by Treatment with Hydrated Lime — A Mechanistic Study, Proceedings of the Association of Asphalt Paving Technologists, New Orleans, Louisiana, pp. 1–24.

    Google Scholar 

  7. Apeagyei, Alex K. (2011), Laboratory evaluation of antioxidants for asphalt binders, Construction and Building Materials, Vol. 25, Issue. 1, pp. 47–53.

    Article  Google Scholar 

  8. Dessouky, Samer, David Contreras, Jeremy Sanchez, and A.T. Papagiannakis. (2012), Experimental Evaluation to Identify Antioxidant Blend for SBS Polymer-Modified Asphalt, Journal of Road Materials and Pavement Design (in review).

    Google Scholar 

  9. Dynasol. “Dynasol Elastomers.” n.d. www.dynasolelastomers.com/DOCUMENTOS/s1205%20tds%20ing.pdf, Accessed July 2010. www.dynasolelastomers.com/DOCUMENTOS/ch6120%20tds%20ing.pdf Accessed July 2010.

    Google Scholar 

  10. Dynasol®. “Dynasol Elastomers.” www.dynasolelastomers.com/DOCUMENTOS/s1205%20tds%20ing.pdf Accessed July 2010. http://www.dynasolelastomers.com/DOCUMENTOS/ch6120%20tds%20ing.pdf Accessed July 2010.

    Google Scholar 

  11. Dongre, Raj N, John A D’Angelo, and Audrey Copeland. (2009), Refinement of Flow Number as Determined by Asphalt Mixture Performance Tester: Use in Routine Control-Quality Assurance Practice, Journal of the Transportation Research Board, Issue No. 2127, pp. 127–136.

    Google Scholar 

  12. Dessouky, Samer, Christopher Reyes, Mohammad Ilias, David Contreras, and A.T. Papagiannakis. (2011), Effect of pre-heating duration and temperature conditioning on the rheological properties of bitumen, Construction and Building Materials, Vol. 25, Issue. 6, pp. 2785–2792.

    Article  Google Scholar 

  13. (AASHTO M320), American Association of State Highway and Transportation Officials. “Performance-Graded Asphalt Binder.” Washington, D.C.: AASHTO, 28th Edition, 2008.

    Google Scholar 

  14. (AASHTO T 283), American Association of State Highway and Transportation Officials. “Resistance of Compacted Hot Mix Asphalt (HMA) to Moisture-Induced Damage.” Washongton,D.C.: AASHTO, 2008.

    Google Scholar 

  15. (AASHTO T 315), American Association of State Highway and Transportation Officials. “Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR).” Washington, D.C.: AASHTO, 2008.

    Google Scholar 

  16. (AASHTO T 321), American Association of State Highway and Transportation Officials. “Determining the Fatigue Life of Compacted Hot Mix Asphalt 9HMA) Subjected to Repeated Flexural Bending.” Washington, D.C.: AASHTO, 2009.

    Google Scholar 

  17. (AASHTO T 324), American Association of State Highway and Transportation Officials. “Hamburg Whhel-Track Testing of compacted Hot Mix Asphalt (HMA).” Washington, D.C.: AASHTO, 2008.

    Google Scholar 

  18. (AASHTO TP 62-07), American Association of State Highway and Transportation Officials. “Determining Dynamic Modulus of Hot Mix Asphalt (HMA).” Washington, D.C.: AASHTO, 2007.

    Google Scholar 

  19. [(AASHTO TP79-09), American Association of State Highway and Transportation Officials. “Standard Method of Test for Determining the Dynamic Modulus and Flow Number for Hot Mix Asphalt (HMA) Using the Asphalt [8] Mixture Performance Tester (AMPT).” Washington D.C.: AASHTO, 2009.

    Google Scholar 

  20. (TxDOT-242-F), Texas Department of Transportation. Hamburg Wheel-TrackingTest. ftp://ftp.dot.state.tx.us/pub/txdot-info/cst/TMS/200F_series/archives/242–1104.pdf. Accessed July 2010.

    Google Scholar 

  21. Lamontagne J., Dumas P., Mouillet V. and Kister J. (2001) “Comparison by Fourier transform infrared (FTIR) spectroscopy of different ageing techniques: application to road bitumens”. Fuel, 80:483–488.

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2015 TMS (The Minerals, Metals & Materials Society)

About this paper

Cite this paper

Dessouky, S., Diaz, M. (2015). Improving Asphalt Mixtures Performance by Mitigating Oxidation Using Anti-Oxidants Additives. In: Karaman, I., Arróyave, R., Masad, E. (eds) Proceedings of the TMS Middle East — Mediterranean Materials Congress on Energy and Infrastructure Systems (MEMA 2015). Springer, Cham. https://doi.org/10.1007/978-3-319-48766-3_5

Download citation

Publish with us

Policies and ethics