Mixture proportioning considerations for improved freeze-thaw durability of pervious concrete

ISCORD 2013: Planning for Sustainable Cold Regions - Proceedings of the 10th International Symposium on Cold Regions Development

Volumn , Issue , 2013, Pages 471-481

  Kevern, John T ^a   Schaefer, Vernon R ^b  

^a UNIVERSITY OF MISSOURI KANSAS CITY   (United States)

^b IOWA STATE UNIVERSITY   (United States)

Author keywords

freeze thaw durability; permeable pavement; pervious concrete; stormwater management

Indexed keywords

DURABILITY; ENGINEERING GEOLOGY; ENVIRONMENTAL PROTECTION AGENCY; FREEZING; INSTALLATION; MIXTURES; PAVEMENTS; STORM SEWERS; STORMS; THAWING;

FREEZE-THAW DURABILITY; MIXTURE PROPORTIONING; PERMEABLE MATERIAL; PERMEABLE PAVEMENTS; PERVIOUS CONCRETE; SITE UTILIZATION; STORM-WATER MANAGEMENTS; U.S. ENVIRONMENTAL PROTECTION AGENCY;

CONCRETE MIXTURES;

EID: 84887327677     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/9780784412978.046     Document Type: Conference Paper

References (29)

1. American Concrete Institute (ACI). 2010. "Pervious Concrete-522-R10: ACI 522 Committee Report," Farmington Hills, MI: ACI.
2. ASTM, Standard C-666. 2003. Standard Test Method for Resistance of Concrete to Rapid Freezing and Thawing. Annual Book of ASTM Standards Vol. 4(2), ASTM International, West Conshohocken, PA: ASTM International.
3. ASTM Standard C-1754. 2010. Standard Test Method for Density and Void Content of Hardened Pervious Concrete. Annual Book of ASTM Standards, West Conshohocken, PA, Vol. 4, No. 2.
4. Beeldens, A. 2001. Behavior of Porous PCC Under Freeze-Thaw Cycling. Paper presented at the Tenth International Congress on Polymers in Concrete, Honolulu.
5. Beeldens, A. Van Gemert, D., and Caestecker, C. 2003. Porous Concrete: Laboratory Versus Field Experience. Proceedings 9th International Symposium on Concrete Roads, Istanbul, Turkey.
6. Bentz, D., and Weiss, J. 2011. Internal Curing: A 2010 State of the Art Review. National Institute of Standards and Technology (NIST) report NISTIR 7765, Gaithersburg, MD, 94pgs.
7. Delatte, N.; Miller, D., and Mrkajic, A., 2007, Field Performance Investigation on Parking Lot and Roadway Pavements: Final Report. RMC Research & Education Foundation, 79 pp.
8. Ghafoori, N., 1995. Development of No-Fines Concrete Pavement Applications. Journal of Transportation Engineering, V. 126, No. 3, May-June, pp. 283-288.
9. Guthrie, W. S., and Demille., C. B., and Eggett, D. L. 2010. Effects of Soil Clogging and Water Saturation on Freeze-Thaw Durability of Pervious Concrete. Transportation Research Record, Journal of the Transportation Research Board, Concrete Materials 2010, pp. 89-97.
10. Hershfield, D. 1974. The Frequency of Freeze-Thaw Cycles. Journal of Applied Meterology, Vol. 13, pg 348-354.
11. Kevern, J. T. 2012. Pervious Concrete Shoulders for Stormwater Management. Proc., International Conference on Long-Life Concrete Pavement-2012, Seattle, WA, 10pgs., CD-ROM.
12. Kevern, J. T. 2006. Mix Design Determination for Freeze-thaw Resistant Portland Cement Pervious Concrete, Master's Thesis, Ames, IA: Iowa State University.
13. Kevern, J. T. and Farney, C. 2012. Reducing Curing Requirements for Pervious Concrete Using a Superabsorbent Polymer for Internal Curing. Transportation Research Record: Journal of the Transportation Research Board (TRB), Concrete Materials, Transportation Research Board of the National Academies, Washington D.C.
14. Kevern, J. T. and Montgomery, J. 2010. Hitting the Targets: A Case Study of a Pervious Concrete Quality Assurance Program. ACI Concrete International magazine, March.
15. Kevern, J. T., and Schaefer., V. R., Wang, K., and Suleiman, M.T. 2008. Pervious Concrete Mixture Proportions for Improved Freeze-Thaw Durability. Journal of ASTM International, Vol. 5, No. 2, February, DOI: 10.1520/JAI101320.
16. Kevern, J. T., and Schaefer., V. R., Wang, K., and Suleiman, M.T. 2008a. Pervious Concrete Mixture Proportions for Improved Freeze-Thaw Durability. J. ASTM Int. Vol. 5, No. 2.
17. Kevern, J. T., Wang, K., and Schaefer, V. R. 2008b. A Novel Approach to Determine Entrained Air Content in Pervious Concrete. J. ASTM Int. Vol. 5, No. 2. doi:10.1520/JAI101434.
18. Kevern, J. T., and Schaefer., V. R., and Wang, K. 2009a. Predicting Performance of Pervious Concrete Using Unit Weight. NRMCA Concrete infocus Magazine, Reprinted from the Proceedings of the 2009 NRMCA Concrete Technology Forum - Focus on Performance Prediction, Silver Springs, MD, Nov-Dec.
19. Kevern, J. T., and Schaefer., V. R., and Wang, K. 2009b. Evaluation of Pervious Concrete Workability Using Gyratory Compaction. American Society of Civil Engineers Journal of Materials in Civil Engineering, Vol. 21, No. 12, Dec.
20. Kevern, J. T., Wang, K., and Schaefer, V. R. 2009c. Test Methods for Characterizing Air Void Systems in Portland Cement Pervious Concrete. Journal of ASTM International Selected Technical Papers STP 1511 Recent Advancements in Concrete Freezing and Thawing (FT) Durability. Vol. 6, No. 9, October.
21. Kevern, J. T., Schaefer, V. R. and Wang, K. 2011. "Mixture Proportion Development and Performance Evaluation for Pervious Concrete for Overlay Applications.," ACI Materials Journal, Vol. 108, No. 4, July-August, pp. 1-10.
22. Kosmatka, S. H., Kerkhoff, B., and Panarese, W. C. 2002. Design and Control of Concrete Mixtures. EB001. Skokie, IL: Portland Cement Association.
23. Louisiana Department of Transportation and Development (LADOTD). 2012. Part VI-Rigid Pavement. Contracts and Specifications for Highway Pavement. Section 601.
24. Meininger, R. C., 1988, No-Fines Pervious Concrete for Paving. Concrete International, V. 10, Aug., pp. 20-27.
25. Montes, F. and Haselbach, L. 2006. Measuring Hydraulic Conductivity in Pervious Concrete. Environmental Engineering Science, Vol. 23, No. 6, 960-969. (Pubitemid 44748547)
26. Schaefer, V. R., Wang, K., Suleiman, M. T., and Kevern, J. 2006. Mix Design Development for Pervious Concrete in Cold Weather Climates. A Report from the National Concrete Pavement Technology Center (CP Tech Center), Ames, IA: Iowa State University. http://www.ctre.iastate.edu/reports/mix-design-pervious. pdf
27. Schaefer, V. R., and Kevern., J. T., Izevbekhai, B., Wang, K., Cutler, H.E., and Wiegand, P. 2010. Construction and Performance of the Pervious Concrete Overlay at MnROAD. Transportation Research Record: Journal of the Transportation Research Board (TRB), Concrete Materials 2010, No. 2164, pp. 82-88.
28. Schaefer, V. R. and Kevern, J. T. 2011. An Integrated Study of Pervious Concrete Mixture Design for Wearing Course Applications. Final Report, National Concrete Pavement Technology Center, Iowa State University, Federal Highway Administration Contract DTFH61-06-H-00011 Work Plan 10, July. http://www.intrans.iastate.edu/reports/pervious-overlay-report-w-cvr.pdf
29. Schaefer, V. R. and Kevern, J. T. (2013). Installation and Maintenance Considerations for Improved Freeze-Thaw Durability of Pervious Concrete. 10th International Symposium on Cold Regions Development, Anchorage, Alaska, June 2-6.