Technical Papers
Nov 19, 2015

Performance Evaluation of Asphalt Mixes Containing Steel Slag Aggregate as a Measure to Resist Studded Tire Wear

Publication: Journal of Materials in Civil Engineering
Volume 28, Issue 5

Abstract

Studded tire wear can lead to the severe deterioration of asphalt pavement; therefore, the reduction of studded tire wear is urgently needed to improve asphalt pavement conditions and save repair costs. Steel slag is a coproduct of the steel industry and features high hardness compared to conventional crushed aggregate, such as granite and limestone. This study evaluated the performance of hot-mix asphalt (HMA) that contains steel slag aggregate (SSA) as a surface material to mitigate studded tire wear. The physical properties of the SSA were assessed to determine its suitability in HMA. Four percentages (0, 20, 40, and 60%) of SSA were used in asphalt mixes, and the mix designs for the HMA were conducted in accordance with Superpave mix design. The performance of the mixes was evaluated comprehensively in terms of studded tire wear resistance, thermal cracking resistance, moisture susceptibility, and rutting. The results indicate that the addition of steel slag increased the mixtures’ studded tire wear resistance, dynamic modulus values, thermal cracking resistance, and rutting resistance. The inclusion of SSA had no effect on top-down fatigue cracking resistance and moisture susceptibility. Based on these laboratory test results, SSA could be especially beneficial in the northwest region of the United States in surface courses where studded snow tires are used regularly, and could be used to extend the service life of the pavement.

Get full access to this article

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

Acknowledgments

This study was sponsored by the Edw. C. Levy Co. and Nucor Steel Seattle, Inc. Their support is greatly appreciated. The authors would like to thank Mr. Kurt Crowel, Mr. Jeff Mellen, and Mr. John Yzenas for their technical advice. The Hamburg wheel-tracking tests were conducted by WSDOT. The team would like to thank WSDOT personnel for their assistance, especially Mr. Joe DeVol. Thanks also go to POE Asphalt Paving for providing the asphalt and aggregate for this study.

References

AASHTO. (2010). “Standard method of test for resistance to degradation of small-size coarse aggregate by abrasion and impact in the Los Angeles machine.” AASHTO T96-02, Washington, DC.
AASHTO. (2011a). “Standard method of test for determining the creep compliance and strength of hot mix asphalt (HMA) using the indirect tensile test device.” AASHTO T322-07, Washington, DC.
AASHTO. (2011b). “Standard method of test for uncompacted void content of fine aggregate.” AASHTO T304-11, Washington, DC.
AASHTO. (2013a). “Standard method of test for determining the dynamic modulus and flow number for asphalt mixtures using the asphalt mixture performance tester (AMPT).” AASHTO TP 79-13, Washington, DC.
AASHTO. (2013b). “Standard method of test for determining the percentage of fracture in coarse aggregate.” AASHTO T335-09, Washington, DC.
AASHTO. (2013c). “Standard method of test for plastic fines in graded aggregates and soils by use of the sand equivalent test.” AASHTO T176-08, Washington, DC.
AASHTO. (2013d). “Standard method of test for specific gravity and absorption of fine aggregate.” AASHTO T84-13, Washington, DC.
AASHTO. (2014a). “Standard method of test for Hamburg wheel-track testing of compacted hot mix asphalt (HMA).” AASHTO T324-14, Washington, DC.
AASHTO. (2014b). “Standard method of test for preparing and determining the density of asphalt mixture specimens by means of the Superpave gyratory compactor.” AASHTO T312, Washington, DC.
AASHTO. (2014c). “Standard method of test for specific gravity and absorption of coarse aggregate.” AASHTO T85-14, Washington, DC.
Ahmedzade, P., and Sengoz, B. (2009). “Evaluation of steel slag coarse aggregate in hot mix asphalt concrete.” J. Hazard. Mater., 165(1–3), 300–305.
Ameri, M., and Behnood, B. (2012). “Laboratory studies to investigate the properties of CIR mixes containing steel slag as a substitute for virgin aggregates.” Constr. Build. Mater., 26(1), 475–480.
Asi, I. M., Hisham, Y. Q., and Faisal, I. S. (2007). “Use of steel slag aggregate in asphalt concrete mixes.” Can. J. Civ. Eng., 34(8), 902–911.
ASTM. (2010). “Standard test method for flat particles, elongated particles, or flat and elongated particles in coarse aggregate.” ASTM D4791-10, West Conshohocken, PA.
ASTM. (2013). “Standard test method for potential expansion of aggregates from hydration reactions.” ASTM D4792-13, West Conshohocken, PA.
Bingham, N., Saboundjian, S. and Brunette, B. (2010). “Use of rubber-modified hot-mix asphalt to reduce studded tire wear and plastic deformation.” Alaska Dept. of Transportation, Juneau, AK.
Bower, N., Wen, H., Wu, S., Willoughby, K., Weston, J., and Devol, J. (2015). “Evaluation of the performance of warm mix asphalt in Washington State.” Int. J. Pavement Eng., in press.
CH2M Hill and Good Company. (2009). “Transportation and sustainability best practices background.” 〈http://environment.transportation.org/pdf/sustainability_peer_exchange/AASHTO_SustPeerExh_BriefingPaper.pdf〉 (Mar. 5, 2014).
Cohen, J. (1992). “A power primer.” Psychol. Bull., 112(1), 155–159.
Coomarasamy, A. and Walzak, T. L. (1995). “Effect of moisture on surface chemistry of steel slags and steel slag-asphalt paving mixes.” Transp. Res. Rec., 1492, 85–95.
Federal Highway Administration. (2008). “User guidelines for byproduct and secondary use materials in pavement construction.”, Washington, DC.
Federal Highway Administration. (2012). “User guidelines for waste and byproduct materials in pavement construction.” 〈http://www.fhwa.dot.gov/publications/research/infrastructure/structures/97148/intro.cfm〉 (Mar. 3, 2014).
Hunt, L., and Glenn, E. B. (2000). “Steel slag in hot mix asphalt concrete.” 〈http://www.oregon.gov/odot/td/tp_res/docs/reports/steelslaghotmix.pdf〉 (Mar. 3, 2014).
Kandal, P. S., Parker, F., and Mallick, R. B. (1997). “Aggregate tests for hot mix asphalt: State of the practice.” 〈http://www.ncat.us/files/reports/1997/rep97-06.pdf〉 (Mar. 10, 2014).
Kehagia, F. (2009). “Skid resistance performance of asphalt wearing courses with electric arc furnace slag aggregates.” Waste Manage. Res., 27(3), 288–294.
National Slag Association. (2014). “Steel slag product information.” 〈www.nationalslag.or〉 (Mar. 3, 2014).
Pasetto, M., and Baldo, N. (2010). “Experimental evaluation of high performance base course and road base asphalt concrete with electric arc furnace steel slags.” J. Hazard. Mater., 181(1), 938–948.
PennDOT. (1978). “Method of test for evaluation of potential expansion of steel slag.”, Pennsylvania Dept. of Transportation, PA.
Shi, C. (2004). “Steel slag—Its production, processing, characteristics, and cementitious properties.” J. Mater. Civ. Eng., 230–236.
Washington State DOT (WSDOT). (2009). “Method of test for determination of degradation value.” 〈http://www.wsdot.wa.gov/publications/manuals/fulltext/M46-01/t113.pdf〉 (Mar. 3, 2014).
Washington State DOT (WSDOT). (2012). “Technical brief: Estimate of annual studded damage to asphalt pavements.” 〈http://www.wsdot.wa.gov/NR/rdonlyres/5D7417F6-1A98-411E-B8FA-00391A4E7B0A/0/2012AsphaltPavementDamageEstimate13012.pdf〉 (Mar. 4, 2014).
Washington State DOT (WSDOT). (2014). “Standard specifications for roads, bridge, and municipal construction.” 〈http://www.wsdot.wa.gov/publications/manuals/fulltext/M41-10/SS2014.pdf〉 (Mar. 3, 2014).
Wen, H. (2013). “Use of fracture work density obtained from indirect tensile testing for the mix design and development of a fatigue model.” Int. J. Pavement Eng., 14(6), 561–568.
Wen, H., and Bhusal, S. (2014). Toward development of asphaltic materials to resist studded tire wear, Transportation Research Board of the National Academies, Washington, DC.
Wen, H., and Bhusal, S. (2015). “Development of phenomenological top-down cracking initiation model for mechanistic-empirical pavement design.” Transp. Res. Rec., 2474, 12–18.
Wintenborn, L., and Green, J. (1998). Steelmaking slag: A safe and valuable product, National Slag Association, Pleasant Grove, UT.
Wu, S. (2007). “Utilization of steel slag as aggregate for stone mastic asphalt (SMA) mixtures.” J. Build. Environ., 42(7), 2580–2585.
Xue, Y, Wu, S., Hou, H., and Zha, J. (2006). “Experimental investigation of basic oxygen furnace slag used as aggregate in asphalt mixture.” J. Hazard. Mater., 138(2), 261–268.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 28Issue 5May 2016

History

Received: Mar 2, 2015
Accepted: Sep 2, 2015
Published online: Nov 19, 2015
Discussion open until: Apr 19, 2016
Published in print: May 1, 2016

Permissions

Request permissions for this article.

Authors

Affiliations

Haifang Wen, Ph.D., M.ASCE [email protected]
P.E.
Associate Professor, Dept. of Civil and Environmental Engineering, Washington State Univ., P.O. Box 642910, Spokane St., Sloan Hall 41, Pullman, WA 99164-2910 (corresponding author). E-mail: [email protected]
Shenghua Wu, S.M.ASCE [email protected]
Ph.D. Candidate and Research Assistant, Dept. of Civil and Environmental Engineering, Washington State Univ., Spokane St., Sloan Hall 37, Pullman, WA 99164-2910. E-mail: [email protected]
Sushanta Bhusal [email protected]
Former Graduate Student, Dept. of Civil and Environmental Engineering, Washington State Univ., Spokane St., Sloan Hall, Pullman, WA 99164-2910. 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