Technical Papers
Dec 22, 2014

Guayule Plant Extracts as Recycling Agents in Hot Mix Asphalt with High Reclaimed Binder Content

Publication: Journal of Materials in Civil Engineering
Volume 27, Issue 10

Abstract

Increased usage of reclaimed asphalt pavement (RAP) and reclaimed asphalt roofing shingles (RAS) in hot mix asphalt (HMA) has increased the need for recycling agents intended to return the age-hardened RAP/RAS binder (asphalt) to its original state. However, a decreasing supply of liquid asphalt and concerns over adverse health effects when using petroleum-based recycling agents have created the opportunity for bio-based solutions to these issues. The guayule plant is a woody perennial shrub that is native to areas of the southwestern U.S. and is a well-documented source of resin and high-quality rubber. The study objective was to determine the viability of using guayule-based materials as recycling agents in HMAs with high contents of RAP and/or RAS. Of the many guayule-based materials investigated, an acetone-extractable, residual resin in the rubber was shown to be effective in meeting the study objective.

Get full access to this article

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

References

AASHTO. (2005a). “Standard method of test for materials finer than 75-μm (no. 200) sieve in mineral aggregates by washing.” T11-05, Washington, DC.
AASHTO. (2005b). “Standard method of test for recovery of asphalt binder from solution by abson method.” T170–00 (2005), Washington, DC.
AASHTO. (2006a). “Standard method of test for sieve analysis of fine and coarse aggregates.” T27-06, Washington, DC.
AASHTO. (2006b). “Standard method of test for viscosity determination of asphalt binder using rotational viscometer.” T316-06, Washington, DC.
AASHTO. (2007a). “Standard practice for classifying hot mix recycling agents.” R14-88, Washington, DC.
AASHTO. (2007b). “Standard specification for Superpave volumetric mix design.” M323–07; Appendix, Washington, DC.
AASHTO. (2008a). “Standard method of test for quantitative extraction and recovery of asphalt binder from asphalt mixtures.” T319-08, Washington, DC.
AASHTO. (2008b). “Standard method of test for quantitative extraction of asphalt binder from hot mix asphalt (HMA).” T164-08, Washington, DC.
AASHTO. (2008c). “Standard practice for grading or verifying the performance grade (PG) of an asphalt binder.” R29-08, Washington, DC.
AASHTO. (2009a). “Standard method of test for effect of heat and air on a moving film of asphalt binder (rolling thin-film oven test).” T240-09, Washington, DC.
AASHTO. (2009b). “Standard method of test for specific gravity of semi-solid asphalt materials.” T228-09, Washington, DC.
AASHTO. (2010a). “Specific gravity and absorption of coarse aggregate.” T85-10, Washington, DC.
AASHTO. (2010b). “Specific gravity and absorption of fine aggregate.” T84-10, Washington, DC.
AASHTO. (2010c). “Standard method of test for determining the asphalt binder content of hot mix asphalt (HMA) by the ignition method.” T308-10, Washington, DC.
AASHTO. (2010d). “Standard method of test for determining the flexural creep stiffness of asphalt binder using the bending beam rheometer (BBR).” T313-10, Washington, DC.
AASHTO. (2010e). “Standard method of test for determining the rheological properties of asphalt binder using a dynamic shear rheometer (DSR).” T315-10, Washington, DC.
AASHTO. (2010f). “Standard method of test for flash and fire points by Cleveland open cup.” T48–06 (2010), Washington, DC.
AASHTO. (2010g). “Standard method of test for multiple stress creep recovery (MSCR) test of asphalt binder using a dynamic shear rheometer (DSR).” TP70-10, Washington, DC.
AASHTO. (2010h). “Standard specification for performance-graded asphalt binder.” M320-10, Washington, DC.
AASHTO. (2010i). “Standard specification for performance-graded asphalt binder using multiple stress creep recovery (MSCR) test.” MP19-10, Washington, DC.
AASHTO. (2011a). “Standard method of test for Hamburg wheel-track testing of compacted hot mix asphalt (HMA).” T324-11, Washington, DC.
AASHTO. (2011b). “Standard method of test for resistance of compacted hot mix asphalt (HMA) to moisture-induced damage.” T283–07 (2011), Washington, DC.
AASHTO. (2012). “Theoretical maximum specific gravity (Gmm) and density of hot mix asphalt (HMA).” T209-12, Washington, DC.
Arya, S., Chandra, I. R., and Sandeep, R. (1997). “Development and characterization of asphalt modifiers from agrobased resin.” Asphalt science and technology, A. M. Usmani, ed., Marcel Dekker, New York, 349–368.
Aschenbrener, T. (1995). “Evaluation of Hamburg wheel-tracking device to predict moisture damage in hot mix asphalt.”, Transportation Research Board, Washington, DC, 193–201.
Asphalt Institute. (2008). Asphalt binder testing, technician’s manual for specification testing of asphalt binders, MS-25, 2nd Ed., Lexington, KY.
ASTM. (2003). “Standard practice for recovery of asphalt from solution using the rotary evaporator.” D5404-03, West Conshohocken, PA.
ASTM. (2008). “Standard test method for characteristic groups in rubber extender and processing oils and other petroleum-derived oils by the clay-gel absorption chromatographic method.” D2007–03 (2008), West Conshohocken, PA.
Azari, H. (2010). “Precision estimates of AASHTO T283: Resistance of compacted hot mix asphalt (HMA) to moisture-induced damage.”, Transportation Research Board, Washington, DC.
Biro, S., Ghandi, T., and Amirkhanian, S. (2009). “Midrange temperature rheological properties of warm asphalt binders.” J. Mater. Civ. Eng., 316–323.
Boateng, A. A., et al. (2009). “Energy-dense liquid fuel intermediates by pyrolysis of guayule (parthenium argentatum) shrub and bagasse.” Fuel, 88(11), 2207–2215.
Bridgestone Americas. (2013). “Bridgestone Americas announces completion of agro operations guayule research farm in Eloy, Ariz.” 〈http://www.bridgestoneamericas.com/corporate/news/131009a.html〉 (May 23, 2014).
Cooper Tires. (2013). “PanAridus to join Cooper Tire and other consortium partners on $6.9 million USDA grant to develop guayule plant-based polymer for tire applications.” Findlay, OH, 〈http://coopertire.com/News/Corporate-News-Releases.aspx〉 (May 23, 2014).
Design-Expert version 8 [Computer software]. Minneapolis, MN, Stat-Ease.
Feipeng, X., Amirkhanian, S. N., and Rengen, Z. (2010). “Rheologic properties and moisture susceptibility of WMA mixture containing moist aggregate.” J. Wuhan Univ. Technol. Mater. Sci. Ed., 25(4), 663–668.
Fini, E. H., et al. (2011). “Chemical characterization of biobinder from swine manure: Sustainable modifier for asphalt binder.” J. Mater. Civ. Eng., 1506–1513.
Hajj, E. Y., Souliman, M. I., Alavi, M. Z., and Salazar, L. G. L. (2013). “Influence of Hydrogreen bioasphalt on viscoelastic properties of reclaimed asphalt mixtures.”, Transportation Research Board, Washington, DC, 13–22.
IARC (International Agency for Research on Cancer). (1984). “Mineral oils (lubricant base oils and derived products).” Polynuclear aromatic compounds, part 2. Carbon blacks, mineral oils and some nitroarenes. IARC monographs on the evaluation of carcinogenic risk of chemicals to humans, Vol. 33, Lyon, France, 87–168.
Marasteanu, M., Velasquez, R., Falchetto, A. C., and Zofka, A. (2009). “Development of a simple test to determine the low temperature creep compliance of asphalt mixtures.”, Transportation Research Board, Washington, DC.
McGinnies, W. G., and Mills, J. L. (1980). “Guayule rubber production: The World War II emergency rubber project: A guide to future development.” Office of Arid Land Studies, Univ. of Arizona, Tuczon, AZ.
Metwally, M. A. R. M., and Williams, R. C. (2010). “Development of non-petroleum based binders for use in flexible pavements.”, Institute for Transportation, Iowa State Univ., Ames, IA.
Nakayama, F. S., et al. (2001). “Guayule as a wood preservative.” Industrial crops and products, Elsevier Science B.V., Amsterdam, Netherlands, 105–111.
NTP (National Toxicology Program). (2011). “ Mineral oils: Untreated and mildly treated.”, U.S. Dept. of Health and Human Services, Washington, DC, 271–272.
Richardson, D. N., and Lusher, S. M. (2013). “The guayule plant: A renewable, domestic source of binder materials for flexible pavement mixtures.”, Transportation Research Board, Washington, DC, 〈http://onlinepubs.trb.org/Onlinepubs/IDEA/FinalReports/Highway/NCHRP143_Final_Report.pdf〉 (May 25, 2014).
Roberts, F. L., Kandhal, P. S., Brown, E. R., Lee, D. Y., and Kennedy, T. W. (1996). Hot mix asphalt materials, mixture design, and construction, 2nd Ed., National Asphalt Pavement Association, Lanham, MD.
Romero, P., Ho, C. H., and VanFrank, K. (2011). “Development of methods to control cold temperature and fatigue cracking for asphalt mixtures-final report.”, Utah Dept. of Transportation, Research Div., Salt Lake City.
Seidel, J. C., and Haddock, J. E. (2012). “Soy fatty acids as sustainable modifier for asphalt binders.”, Transportation Research Board, National Academies, Washington, DC, 15–22.
TxDOT (Texas Dept. of Transportation). (2004). “Standard specifications for construction and maintenance of highways, streets, and bridges.” Section 340.4.A.1: Design requirements, Table 6: Hamburg wheel test requirements.” Austin, TX.
UDOT (Utah Department of Transportation). (2012). “Section 960.03: Superpave volumetric mix design guidelines.” Materials manual—Part 8, Salt Lake City, 2–3.
USEIA (U.S. Energy Information Administration). (2014). “U.S. refinery net production of asphalt and road oil.” 〈http://www.eia.gov/〉 (May 23, 2014).
Wen, H., Bhusal, S., and Wen, B. (2012). “Laboratory evaluation of waste cooking oil–based bioasphalt as sustainable binder for hot-mix asphalt.”, Transportation Research Board, National Academies, Washington, DC, 49–60.
Yulex Corporation. (2014). Web site home page, 〈http://www.yulex.com/〉 (May 23, 2014).

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 27Issue 10October 2015

History

Received: May 26, 2014
Accepted: Nov 6, 2014
Published online: Dec 22, 2014
Discussion open until: May 22, 2015
Published in print: Oct 1, 2015

Permissions

Request permissions for this article.

Authors

Affiliations

Steven M. Lusher, A.M.ASCE [email protected]
Senior Research Specialist and Ph.D. Candidate, Dept. of Civil, Architectural, and Environmental Engineering, Missouri Univ. of Science and Technology, 112 Butler-Carlton Hall, Rolla, MO 65409-0030 (corresponding author). E-mail: [email protected]
David N. Richardson, Ph.D., M.ASCE [email protected]
P.E.
Associate Professor of Civil Engineering, Dept. of Civil, Architectural, and Environmental Engineering, Missouri Univ. of Science and Technology, 126 Butler-Carlton Hall, Rolla, MO 65409-0030. 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