Effect of Timing of Curing Compound Application on Scaling Resistance of Concrete

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Title: Effect of Timing of Curing Compound Application on Scaling Resistance of Concrete

Author(s): Le T. Pham, Samuel R. Helgeson, and Steven M. Cramer

Publication: Materials Journal

Volume: 115

Issue: 6

Appears on pages(s): 833-843

Keywords: bleeding; curing compound; deicer; freezing-and-thawing resistance; pavement; scaling; wait time

DOI: 10.14359/51706840

Date: 11/1/2018

Abstract:
An experimental investigation of the effect of the wait time between finishing of the concrete surface and application of the curing compound on concrete scaling resistance was conducted. Test variables included type of curing compound, wait time, cementitious material, and type of coarse aggregate. The results indicate that the influence of timing of curing compound application on the scaling resistance of concrete can be significant and depends on the selected compound and characteristics of the concrete mixture. In actual practice, other factors such as temperature, relative humidity, and wind speed also likely come into play. For the linseed oil- and acrylic-based curing compounds, scaling resistance improved with an increase in wait time. The poly-alpha-methylstyrene-based curing compound was generally insensitive to wait time. Increasing wait time for the wax-based curing compound did not consistently yield improved scaling resistance.

Related References:

1. Valenza, J. J. II, and Scherer, G. W., “A Review of Salt Scaling: I. Phenomenology,” Cement and Concrete Research, V. 37, No. 7, 2007, pp. 1007-1021. doi: 10.1016/j.cemconres.2007.03.005

2. Valenza, J. J. II, and Scherer, G. W., “A Review of Salt Scaling: II. Mechanisms,” Cement and Concrete Research, V. 37, No. 7, 2007, pp. 1022-1034. doi: 10.1016/j.cemconres.2007.03.003

3. Kropp, R.; Cramer, S. M.; and Anderson, M. A., “Laboratory Study of High Performance Curing Compounds for Concrete Pavement—Phase 1,” Report No. WHRP 12-02, Wisconsin Highway Research Program, Madison, WI, 2012, 53 pp.

4. Radlinski, M., and Olek, J., “Effects of Curing Conditions on the Properties of Ternary (Ordinary Portland Cement/Fly Ash/Silica Fume) Concrete,” ACI Materials Journal, V. 112, No. 1, Jan.-Feb. 2015, pp. 45-58. doi: 10.14359/51687307

5. Boyd, A. J., and Hooton, R. D., “Long-Term Scaling Performance of Concretes Containing Supplementary Cementing Materials,” Journal of Materials in Civil Engineering, ASCE, V. 19, No. 10, 2007, pp. 820-825. doi: 10.1061/(ASCE)0899-1561(2007)19:10(820)

6. Bilodeau, A.; Carette, G.; and Malhotra, V., “Influence of Curing and Drying on Salt Scaling Resistance of Fly Ash Concrete,” Durability of Concrete—Proceedings of the Second International ACI/CANMET Conference, SP-126, V. M. Malhotra, ed., American Concrete Institute, Farmington Hills, MI, 1991, pp 201-228.

7. Ahani, R. M., and Nokken, M. R., “Salt Scaling Resistance—The Effect of Curing and Pre-Saturation,” Construction and Building Materials, V. 26, No. 1, 2012, pp. 558-564. doi: 10.1016/j.conbuildmat.2011.06.058

8. Poole, T. S., “Guide for Curing of Portland Cement Concrete Pavements: Volume II,” Report No. FHWA-HRT-05-038, Federal Highway Administration, McLean, VA, 2006, 170 pp.

9. ACI Committee 308, “Guide to Curing Concrete (ACI 308R-01),” American Concrete Institute, Farmington Hills, MI, 2001, 30 pp.

10. Choi, S.; Yeon, J. H.; and Won, M. C., “Improvements of Curing Operations for Portland Cement Concrete Pavement,” Construction and Building Materials, V. 35, 2012, pp. 597-604. doi: 10.1016/j.conbuildmat.2012.04.065

11. ASTM C494/C494M-16, “Standard Specification for Chemical Admixtures for Concrete,” ASTM International, West Conshohocken, PA, 2016, 10 pp.

12. ASTM C260/C260M-16, “Standard Specification for Air-Entraining Admixtures for Concrete,” ASTM International, West Conshohocken, PA, 2016, 3 pp.

13. ASTM C231/C231M-14, “Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method,” ASTM International, West Conshohocken, PA, 2014, 9 pp.

14. ASTM C309-11, “Specification for Liquid Membrane-Forming Compounds for Curing Concrete,” ASTM International, West Conshohocken, PA, 2011, 3 pp.

15. ASTM C1315-11, “Standard Specification for Liquid Membrane-Forming Compounds Having Special Properties for Curing and Sealing Concrete,” ASTM International, West Conshohocken, PA, 2011, 5 pp.

16. ASTM C192/C192M-16, “Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory,” ASTM International, West Conshohocken, PA, 2016, 8 pp.

17. ASTM C672/C672M-12, “Standard Test Method for Scaling Resistance of Concrete Surfaces Exposed to Deicing Chemicals,” ASTM International, West Conshohocken, PA, 2012, 3 pp.

18. Pigeon, M., and Pleau, R., Durability of Concrete in Cold Climates, E&FN Spon, London, UK, 1995, pp. 73-74.

19. SAS Institute Inc, PROC GLM: SAS/STAT(R) 9.3 User’s Guide. Available at: https://support.sas.com/documentation/cdl/en/statug/63962/HTML/default/viewer.htm#statug_glm_sect008.htm. (last accessed Oct. 4, 2018)

20. Battaglia, I. K.; Muñoz, J. F.; and Cramer, S. M., “Proposed Behavioral Model for Deicer Scaling Resistance of Slag Cement Concrete,” Journal of Materials in Civil Engineering, ASCE, V. 22, No. 4, 2010, pp. 361-368. doi: 10.1061/(ASCE)MT.1943-5533.0000029

21. Afrani, I., and Rogers, C., “The Effects of Different Cementing Materials and Curing on Concrete Scaling,” Cement, Concrete and Aggregates, V. 16, No. 2, 1994, pp. 132-139. doi: 10.1520/CCA10291J

22. Cramer, S. M., and Sippel, C., “Effects of Ground Granulated Blast Furnace Slag in Portland Cement Concrete,” Report No. WHRP 05-04, Wisconsin Highway Research Program, 2005, 71 pp.

23. Wainwright, P., and Ait-Aider, H., “The Influence of Cement Source and Slag Additions on the Bleeding of Concrete,” Cement and Concrete Research, V. 25, No. 7, 1995, pp. 1445-1456. doi: 10.1016/0008-8846(95)00139-4


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