Technical Papers
Apr 6, 2015

Influence of Waste Engine Oil on Asphalt Mixtures Containing Reclaimed Asphalt Pavement

Publication: Journal of Materials in Civil Engineering
Volume 27, Issue 12

Abstract

This paper presents the results from a laboratory study in which the influence of waste engine oil on the performance of hot-mix asphalt (HMA) containing reclaimed asphalt pavement (RAP) was evaluated. The lab test consists of binder test and mixture test. For binder test, the extracted RAP binder was blended with virgin binder and waste oil to investigate the rheological properties as well as fatigue properties. The waste engine oil was collected from a local auto repair shop. Performance Grade 64-22 was selected as virgin binder. For mixture test, the HMA containing RAP was evaluated at three RAP contents [(1) 0%, (2) 25%, and (3) 40%] and three waste oil contents [(1) 0%, (2) 2%, and (3) 5%]. Binder master curves, linear amplitude sweep, Superpave indirect tension, beam fatigue, and asphalt pavement analyzer rutting tests were conducted to evaluate the engineering properties of asphalt and asphalt mixtures. The results from the research reported in this paper indicated that the incorporation of waste engine oil into HMA with RAP may offset the increase of stiffness caused by aged binder in RAP. The inclusion of waste engine oil decreased optimum asphalt content, and reduced rut resistance. Meanwhile, it may also have limited improvements on fatigue resistance of the mixtures.

Get full access to this article

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

Acknowledgments

Special thanks are expressed to Virginia Paving Company which provided the raw materials and reference mix design in the research reported in this paper. The Eastern Federal Lands Highway Division is especially acknowledged for their assistance with the preparation of some laboratory specimens.

References

AASHTO. (2005a). “Determining the fatigue life of compacted hot-mix asphalt (HMA) subjected to repeated flexural bending, standard specifications for transportation materials and methods of sampling and testing, part 2B.”, Washington, DC.
AASHTO. (2005b). “Standard method of test for recovery of asphalt from solution by Abson method.” T170, Washington, DC.
AASHTO. (2008). “Determining the asphalt content of hot-mix asphalt (HMA) by the Ignition method.” T308, Washington, DC.
AASHTO. (2012). “Standard method of test for estimating fatigue resistance of asphalt binders using the linear amplitude sweep.”, Washington, DC.
Baker, J. M. (1970). “The effects of oils on plants.” Environ. Pollut., 1(1), 27–44.
Borhan, M. N., Suja, F., Ismail, A., and Rahmat, R. (2009). “The effects of used cylinder oil on asphalt mixes.” Eur. J. Sci. Res., 28(3), 389–411.
Bowers, B. F., Huang, B., Shu, X., and Miller, B. C. (2014a). “Investigation of reclaimed asphalt 39 pavement blending efficiency through GPC and FTIR.” Constr. Build. Mater., 50(1), 517–523.
Bowers, B. F., Moore, J. A., Huang, B., and Shu, X. (2014b). “Blending efficiency of reclaimed asphalt pavement: An approach utilizing rheological properties and molecular weight distributions.” Fuel, 135(1), 63–68.
Buttlar, W. G., and Roque, R. (1994). “Experimental development and evaluation of the new SHRP measurement and analysis system for indirect tensile testing at low temperature.” Transp. Res. Rec., 1454(1), 163–171.
Carpenter, S. H., Ghuzlan, K., and Shen, S. (2003). “Fatigue endurance limit for highway and airport pavements.” Transp. Res. Rec., 1832(1), 131–138.
DeDene, C. D. (2011). “Investigation of using waste engine oil blended with reclaimed asphalt materials to improve pavement recyclability.” M.S. thesis, Michigan Technological Univ., Houghton, MI.
DeDene, C. D., and You, Z. (2014). “The performance of aged asphalt materials rejuvenated with waste engine oil.” Int. J. Pavement Res. Technol., 7(2), 145–152.
Dominguez-Rosado, E., and Pichtel, J. (2003). “Chemical characterization of fresh, used and weathered motor oil via GC/MS, NMR and FITR techniques.” Proc. Indiana Acad. Sci., 112(2), 109–116.
Hesp, S. A. M., and Shurvell, H. F. (2010). “X-ray fluorescence detection of waste engine oil residue in asphalt and its effect on cracking in service.” Int. J. Pavement Eng., 11(6), 541–553.
Hewstone, R. (1994). “Health, safety and environmental aspects of used crankcase lubricating oils.” Sci. Total Environ., 156(3), 255–268.
Hopmans, J. J. (1974). “The problem of the processing of spent oil in the member states of EEC.” Rep. Prepared for the European Economic Community (EEC), National Institute for Wastewater Treatment, Dordrecht, Netherlands.
Huang, B., Li, G., Vukosavljevic, D., Shu, X., and Egan, K. B. (2005). “Laboratory investigation of mixing hot-mix asphalt with reclaimed asphalt pavement.” Transp. Res. Rec., 1929(1), 37–45.
Huang, B., Shu, X., and Vukosavljevic, D. (2011). “Laboratory investigation of cracking resistance of hot-mix asphalt field mixtures containing screened reclaimed asphalt pavement.” J. Mater. Civ. Eng., 1535–1543.
Jia, X., Huang, B., Bowers, B., and Zhao, S. (2014). “Infrared spectra and rheological properties of asphalt cement containing waste engine oil residues.” Constr. Build. Mater., 50(1), 683–691.
Kim, Y., Lee, H. J., Little, D. N., and Kim, Y. R. (2006). “A simple testing method to evaluate fatigue fracture and damage performance of asphalt mixtures.” J. Assoc. Asphalt Paving Technol., 75(1), 755–788.
Lin, P., Wu, T., Chang, C., and Chou, B. (2010). “Effects of recycling agents on aged asphalt binders and reclaimed asphalt concrete.” Mater. Struct., 44(5), 911–921.
Mogawer, W. S., Booshehrian, A., Vahidi, S., and Austerman, A. J. (2013). “Evaluating the effect of rejuvenators on the degree of blending and performance of high RAP, RAS, and RAP/RAS mixtures.” Road Mater. Pavement Des., 14(Suppl. 2), 193–213.
Roque, R., Birgisson, B., Sangpetngam, B., and Zhang, Z. (2002). “Hot mix asphalt fracture mechanics: A fundamental crack growth law for asphalt mixtures.” J. Assoc. Asphalt Paving Technol., 71(1), 816–827.
Roque, R., and Buttlar, W. G. (1992). “The development of a measurement and analysis system to accurately determine asphalt concrete properties using the indirect tensile mode.” J. Assoc. Asphalt Paving Technol., 61(1), 304–332.
Shen, J., Amirkhanian, S., and Aune, M. J. (2007). “Effects of rejuvenating agents on Superpave mixtures containing reclaimed asphalt pavement.” J. Mater. Civ. Eng., 376–384.
Shen, S., and Carpenter, S. H. (2005). “Application of dissipated energy concept in fatigue endurance limit testing.” Transp. Res. Rec., 1929(1), 165–173.
Shu, X., Huang, B., and Vukosavljevic, D. (2008). “Laboratory evaluation of fatigue characteristics of recycled asphalt mixture.” Constr. Build. Mater., 22(7), 1323–1330.
Silva, H. M. R. D., Oliveira, J. R. M., and Jesus, C. M. G. (2012). “Are totally recycled hot mix asphalts a sustainable alternative for road paving?” Resour. Conserv. Recycl., 60(1), 38–48.
Tao, M., and Mallick, R. B. (2009). “Effects of warm-mix asphalt additives on workability and mechanical properties of reclaimed asphalt pavement material.” Transp. Res. Rec., 2126(1), 151–160.
U.S. DOE. (2006). Used oil re-refining study to address Energy Policy Act of 2005, Section 1838, Washington, DC.
U.S. EPA. (1996). “Managing used oil: Advice for small businesses.”, Washington, DC.
Vazquez-Duhalt, R. (1989). “Environmental impact of used motor oil.” Sci. Total Environ., 79(1), 1–23.
Villanueva, A., Ho, S., and Zanzotto, L. (2008). “Asphalt modification with used lubricating oil.” Can. J. Civil Eng., 35(2), 148–157.
Zhang, Z., Roque, R., Birgisson, B., and Sangpetngam, B. (2001). “Identification and verification of a suitable crack growth law.” J. Assoc. Asphalt Paving Technol., 70(1), 206–241.
Zhao, S., Huang, B., Shu, X., Jia, X., and Woods, M. (2012). “Laboratory performance evaluation of warm-mix asphalt containing high percentages of reclaimed asphalt pavement.” Transp. Res. Rec., 2294(1), 98–105.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 27Issue 12December 2015

History

Received: Mar 26, 2014
Accepted: Jan 28, 2015
Published online: Apr 6, 2015
Discussion open until: Sep 6, 2015
Published in print: Dec 1, 2015

Permissions

Request permissions for this article.

Authors

Affiliations

Xiaoyang Jia, Ph.D. [email protected]
Postdoctoral Research Associate, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996. E-mail: [email protected]
Baoshan Huang, Ph.D., M.ASCE [email protected]
P.E.
Professor, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996 (corresponding author). E-mail: [email protected]
Jason A. Moore [email protected]
Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996. E-mail: [email protected]
Sheng Zhao, Ph.D. [email protected]
Research Associate, Center for Environmentally Sustainable Transportation in Cold Climates, Univ. of Alaska, Fairbanks, AL 99775. 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