TECHNICAL NOTES
Aug 5, 2010

Characterization of OGFC Mixtures Containing Reclaimed Polyethylene Fibers

Publication: Journal of Materials in Civil Engineering
Volume 23, Issue 3

Abstract

Open-graded friction course (OGFC) mixture is a special purpose mixture that is being increasingly used in pavement surfacing around the world. OGFC mixtures consist of an open gradation, mostly of coarse size aggregate with little fines. Asphalt contents for OGFC mixtures are generally slightly higher than for dense-graded mixtures. This paper deals with the viability of using reclaimed polyethylene (PE) fibers derived from low-density polyethylene (LDPE) tote bags collected from domestic waste as an additive in OGFC mixtures. Draindown test results indicated that OGFC mixtures with PE fibers can be effectively used to retard draindown of the binder and mineral filler. Mixture designs were performed for a range of 4.5–6.0% asphalt content. Laboratory tests were carried out on OGFC mixtures to determine the resistance to fatigue damage, unaged and aged abrasion, tensile strength, moisture-induced damage, and plastic deformation. The test results indicated that OGFC mixtures with reclaimed PE fibers showed improvement in tensile strength and improved resistance to permanent deformation, fatigue-induced damage, and moisture susceptibility when compared with mixtures without fibers.

Get full access to this article

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

Acknowledgments

The writers wish to thank C. E. G. Justo, emeritus professor, Department of Civil Engineering, Bangalore University; P. K. Sikdar, former director, CRRI; and R. Jaiprasad, former technical advisor, Bangalore Mahanagara Palike, for their valuable guidance and suggestions. The writers also wish to thank Sunil Bose, Flexible Pavement Division, CRRI; Sridhar Raju, former scientist, CRRI; and Suresha SN, assistant professor, Dayananda Sagar College, for their valuable guidance and support during the research work. The writers wish to acknowledge with thanks M/s K. K. Plastics Waste Management Private Limited, Bangalore-560078, India, for sponsoring the current research project and for having supplied reclaimed polyethylene in shredded form during the research study.

References

ASTM. (1996). “Standard practice for effect of water on bituminous-coated aggregate using boiling water.” D3625–96, West Conshohocken, PA.
ASTM. (1998). “Road and paving materials; paving management technologists.” C 131Section 4, 4.03, West Conshohocken, PA.
Brown, E. R., and Mallick, R. B. (1995). “Evaluation of stone-on-stone contact in stone-matrix asphalt.” Transp. Res. Rec., 1492, 208–219.
Clifford, R., Dillon, S., Walsh, G., and Jamieson, I. (1996). “Design and performance of porous asphalt mixes in Ireland.” RC.376, National Roads Authority (NRA), Dublin.
Colwill, D. M., Bowskill, G. J., Nicholls, J. C., and Daines, M. E. (1993). “Porous asphalt trials in the United Kingdom.” Trans. Res. Rec., 1427, 13–21.
Cooley, L. A., Brown, E. R., and Watson, D. E. (2000). “Evaluation of open-graded friction course mixtures containing cellulose fibers.” Trans. Res. Rec., 1723, 19–25.
Decoene, Y. (1990). “Contribution of cellulose fibers to the performance of porous asphalts.” Trans. Res. Rec., 1265, 82–86.
Florida Department of Transportation (FDOT). (1999). “Florida method of test for measurement of water permeability of compacted asphalt paving mixtures.” FDOT-FM 5-565.
Flynn, L. (1993).“Recycled plastic finds home in asphalt binder.” Roads Bridges, 58(2), 41–47.
Huddleston, I. J., Zhou, H., and Hicks, R. G. (1993). “Evaluation of open-graded asphalt concrete mixtures used in Oregon.” Trans. Res. Rec., 1427, 5–12.
Jain, P. K., Sangita, B. S., and Arya, I. R. (1992). “Characterization of polymer modified asphalt binders for roads and airfields.” ASTM STP1108, West Conshohocken, PA.
Jew, P., and Woodhams, R. T. (1986). “Polyethylene modified asphalt cement for paving applications.” Proc. of Association of Asphalt Paving Technologists, Lino Lakes, MN, 541–562.
Kandhal, P. S., and Mallick, R. B. (1998). “Open-graded friction courses: State of practice.” NCAT Rep. No. 98-7, National Center for Asphalt Technology, Washington, DC.
Lee, N. K., and Morrison, G. R. (1995). “Low temperature fracture of polyethylene-modified asphalt binders and asphalt concrete mixes.” J. Assoc. Asphalt Paving Technol., 64, 534–574.
Lee, N. K., Morisson, G. R., and Hesp, S. A. M. (1994). “Low temperature fracture toughness of polyethylene-modified asphalt binders.” Trans. Res. Rec., 1436, 54–59.
Little, D. N. (1993). “Enhancement of asphalt concrete mixtures to meet structural requirements through the addition of recycled polyethylene.” ASTM, STP1193, H. F. Waller, ed., West Conshohocken, PA, 210–230.
Mallick, R. B., Kandhal, P. S., Cooley, A. L., and Watson, D. E. (2000). “Design, construction and performance of new-generation open-graded friction courses.” J. Assoc. Asphalt Paving Technol., 69, 391–423.
Ministry of Road Transport and Highways (MORTH). (2001). “Specifications of road and bridge works.” 4th Revision, Indian Roads Congress, New Delhi, India.
Nicholls, J. C. (1997). “Review of UK porous asphalt trials.” TRL Rep. 264, Transport Research Laboratory, London.
Panda, M., and Mazumdar, M. (2002). “Utilization of reclaimed polyethylene in bituminous paving mixes.” J. Mater. Civ. Eng., 14(6), 527–530.
Perez-Jimenez, F. E., and Gordillo, J. (1990). “Optimization of porous mixes through the use of special binders.” Trans. Res. Rec., 1265, 59–68.
Punith, V. S. (2005). “Studies on the performance of bituminous paving mixtures utilising recycled plastics.”Ph.D. diss., Bangalore Univ., Bangalore, India.
Punith, V. S., Suresha, S. N., Veeraragavan, A., Raju, S., and Bose, S. (2004). “Characterization of polymer and fiber-modified porous asphalt mixtures.” CD-Proc. of 83rd Annual Meeting of Transportation Research Board, National Research Council, Washington, DC.
Punith, V. S., and Veeraragavan, A. (2007). “Behavior of asphalt concrete mixtures with reclaimed polyethylene as additive.” J. Mater. Civ. Eng., 19(6), 500–507.
Saiton, A. (1990). “Advantages of asphalt rubber binder for porous asphalt concrete.” Transportation Research Record 1265, 69–81.
Shuler, S., and Hanson, D. I. (1990). “Improving durability of open-graded friction courses.” Transportation Research Record 1259, 35–41.
Watson, D., Johnson, A., and Jared, D., (1998). “Georgia Department of Transportation’s progress in open-graded friction course development.” Trans. Res. Rec., 1616, 30–33.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 23Issue 3March 2011
Pages: 335 - 341

History

Received: Oct 13, 2009
Accepted: Aug 3, 2010
Published online: Aug 5, 2010
Published in print: Mar 1, 2011

Permissions

Request permissions for this article.

Authors

Affiliations

V. S. Punith [email protected]
Postdoctoral Research Fellow, Asphalt Rubber Technology Service (ARTS), Department of Civil Engineering, Clemson Univ., Clemson, SC 29634. E-mail: [email protected]
A. Veeraragavan [email protected]
Professor and Head of Transportation Engineering Division, Department of Civil Engineering, Indian Institute of Technology, Madras, Chennai - 600036, India. 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