Technical Papers
Oct 13, 2012

Laboratory Evaluation of Waste Cooking Oil-Based Bioasphalt as an Alternative Binder for Hot Mix Asphalt

Publication: Journal of Materials in Civil Engineering
Volume 25, Issue 10

Abstract

Increased environmental regulations and the rising costs of asphalt binder have encouraged researchers to investigate alternative binders that can be used for hot mix asphalt (HMA). This study focused on using bioasphalt as a possible alternative binder to petroleum-based asphalt. To evaluate bioasphalt as a HMA binder, both binder and mixture tests were performed. Bioasphalt was blended with traditional binders at different percentages (0, 10, 30, and 60%) by weight of the base binder. Binder test results, based on constant shear loading tests and multiple stress creep and recovery tests, showed that the addition of bioasphalt decreased the resistance to fatigue and rutting. The HMA mixture performance tests indicated that the addition of bioasphalt to the mix reduced the stiffness of the mix (dynamic modulus) and its resistance to rutting and fatigue cracking, but increased the resistance to thermal cracking. The moisture susceptibility test shows that bioasphalt mixes passed the minimum tensile strength ratio requirement.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The authors like to thank National Science Foundation for providing the fund to conduct this research. Also, the material support provided from United Environmental and Energy, LLC, New York, and POE Asphalt Paving, Inc., Washington, is highly appreciable.

References

AASHTO. (2010a). “Standard method of test for determining the creep compliance and strength of hot mix asphalt using the indirect tensile test device.” T 322, Washington, DC.
AASHTO. (2010b). “Standard method of test for dynamic modulus and flow number for hot mix asphalt using asphalt mixture performance tester.” TP 79-10, Washington, DC.
AASHTO. (2010c). “Standard method of test for multiple stress creep recovery (MSCR) test of asphalt binder using dynamic shear rheometer.” TP 70-10, Washington, DC.
AASHTO. (2010d). “Standard test method of test for resistance of compacted hot mix asphalt (HMA) to moisture-induced damage.” T 283, Washington, DC.
AASHTO. (2010e). “Standard specification for performance-graded asphalt binder.” M 320-10, Washington, DC.
Asphalt Institute. (2001). Superpave series no. 2 (SP-2), 3rd Ed., Lexington, KY.
D’Angelo, J., Kluttz, R., Dongre, R. N., Stephens, K., and Zanzotto, L. (2007). “Revision of the Superpave high temperature binder specifications: The multiple stress creep recovery test.” J. Assoc. Asphalt Paving Technol., 76, 123–162.
Diebold, P. J. (2000). “A review of chemical and physical mechanisms of the storage stability of fast pyrolysis bio-oils.”, National Renewable Energy Laboratory, Golden, CO.
Fini, H. E., et al. (2011). “Chemical characterization of biobinder from swine manure: Sustainable modifier for asphalt binder.” J. Mater. Civ. Eng., 23, 1506–1513.
Fini, H. E., Yang, H. S., and Xiu, S. (2010). “Characterization and application of manure based bio-binder in asphalt industry.” Transportation Research Board 89th Annual Meeting, Transportation Research Board, Washington, DC.
Johnson, C., Wen, H., and Bahia, H. (2009). “Practical application of viscoelastic continuum damage theory to asphalt binder fatigue characterization.” J. Assoc. Asphalt Paving Technol., 78, 597–638.
Oasmaa, A., Sipila, K., Solantausta, Y., and Kuoppalla, E. (2005). “Quality improvement of pyrolysis liquid: Effect of light volatiles on the stability of pyrolysis liquids.” Energy Fuels, 19(6), 2556–2561.
Wen, H. (2012). “Use of fracture work density obtained from indirect tensile testing for the mix design and development of a fatigue model.” 2012 Annual Transportation Research Board Meeting, Transportation Research Board, Washington, DC.
Wen, H., and Kim, Y. R. (2002). “Simple performance test for fatigue cracking and validation with WesTrack mixtures.”, Transportation Research Board, Washington, DC, 66–72.
Williams, R. C., Satrio, J., Rover, M., Brown, C. R., and Teng, S. (2009). “Utilization of fractionated bio oil in asphalt.” Transportation Research Board 88th Annual Meeting, Transportation Research Board, Washington, DC.
Witczak, M. W., Kaloush, K., Pellinen, T., Basyouny, M. E., and Quintus, H. V. (2002). “Simple performance test for Superpave mix design.”, Transportation Research Board, Washington, DC.
You, Z., Beale, J. M., Fini, H. E., Goh, S. W., and Colbert, B. (2011). “Evaluation of low temperature binder properties of warm mix asphalt, extracted and recovery RAP and RAS, and bioasphalt.” J. Mater. Civ. Eng., 23, 1569–1574.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 25Issue 10October 2013
Pages: 1432 - 1437

History

Received: Jan 28, 2012
Accepted: Oct 12, 2012
Published online: Oct 13, 2012
Discussion open until: Mar 13, 2013
Published in print: Oct 1, 2013

Permissions

Request permissions for this article.

Authors

Affiliations

Haifang Wen [email protected]
M.ASCE
Assistant Professor, Dept. of Civil and Environmental Engineering, Washington State Univ., Spokane St., Sloan Hall 41, Pullman, WA 99164-2910 (corresponding author). E-mail: [email protected]
Sushanta Bhusal [email protected]
Research Assistant, Dept. of Civil and Environmental Engineering, Washington State Univ., Spokane St., Sloan Hall 37, Pullman, WA 99164-2910. E-mail: [email protected]
Principal Engineer, United Environmental and Energy LLC, Horsehead, NY 14845. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share