Specification Guidelines for Surface Preparation of Concrete Prior to Repair

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Title: Specification Guidelines for Surface Preparation of Concrete Prior to Repair

Author(s): Luc Courard, Benoit Bissonnette, Andrzej Garbacz, Alexander M. Vaysburd, and Kurt F. von Fay

Publication: Concrete International

Volume: 42

Issue: 5

Appears on pages(s): 43-51

Keywords: bond, strength, substrate, removal

DOI: 10.14359/51725793

Date: 5/1/2020

Abstract:
This article summarizes the results and outcome of a research project titled “Development of Specifications and Performance Criteria for Surface Preparation Based on Issues Related to Bond Strength.” Factors affecting “short-term” bond strength are discussed, with primary focus on aspects such as concrete surface preparation and conditioning, treatment of exposed reinforcement, and quality control.

Related References:

1. RILEM Technical Committee 193-RLS, Bonded Cement-Based Material Overlays for the Repair, the Lining or the Strengthening of Slabs and Pavements, B. Bissonnette, L. Courard, D.W. Fowler, and J.-L. Granju, eds., Springer, 2011, 175 pp.

2. Bissonnette, B.; Courard, L.: and Garbacz, A., Concrete Surface Engineering, CRC Press, 2015, 272 pp.

3. Bissonnette, B.; Courard, L.; Garbacz, A.; Vaysburd, A.M; and von Fay, K.F., “Development of Specifications and Performance Criteria for Surface Preparation Based on Issues Related to Bond Strength,” Final Report ST 2017-2886-1, Bureau of Reclamation, U.S. Department of the Interior, Denver, CO, 2017, 190 pp.

4. Courard, L.; Michel, F.; Schwall, D.; Van der Wielen, A.; Garbacz, A.; Piotrowski, T.; Perez, F.; and Bissonnette, B., “Surfology: Concrete Substrate Evaluation Prior to Repair,” Materials Characterization IV, Computational Methods and Experiments, A.A. Mammoli and C.A. Brebbia, eds., Wessex Institute of Technology Press, 2009, pp. 407-416.

5. Courard, L.; Treviño, M.; and Bissonnette, B., “Condition Evaluation of the Existing Structure Prior to Overlay,” Bonded Cement-Based Material Overlays for the Repair, the Lining or the Strengthening of Slabs or Pavements, RILEM Report of TC 193-RLS, 2011, pp. 17-50.

6. Vaysburd, A.M., and Emmons, P.H., “How to Make Today’s Repairs Durable for Tomorrow—Corrosion Protection in Concrete Repair,” Construction and Building Materials, V. 14, No. 4, June 2000, pp. 189-197.

7. Bissonnette, B.; Courard, L.; Vaysburd, A.M.; and Bélair, N., “Concrete Removal Techniques,” Concrete International, V. 28, No. 12, Dec. 2006. pp. 49-55.

8. ACI Committee 546, “Guide to Concrete Repair (ACI 546R-14),” American Concrete Institute, Farmington Hills, MI, 2014, 70 pp.

9. ICRI Guideline No. 310.2R-2013, “Selecting and Specifying Concrete Surface Preparation for Sealers, Coatings, Polymer Overlays, and Concrete Repair,” International Concrete Repair Institute, St. Paul, MN, 2013, 48 pp.

10. Strömdahl, C., “The History of Hydro Demolition,” Concrete Engineering International, V. 4, No. 8, 2000, pp. 32-35.

11. Courard, L., and Bissonnette, B., “Pull Off Test for the Evaluation of the Superficial Cohesion of Concrete Substrates in Repair Works: Analysis of the Test Parameters,” Materials and Structures, V. 37, No. 5, June 2004, pp. 342-350. (in French)

12. Garbacz, A.; Courard, L.; and Bissonnette, B., “A Surface Engineering Approach Applicable to Concrete Repair Engineering,” Bulletin of the Polish Academy of Sciences (Technical Sciences), V. 61, No. 1, Mar. 2013, pp. 73-84.

13. Pigeon, M., and Saucier, F., “Durability of Repaired Concrete Structures,” Advances in Concrete Technology, V.M. Malhotra, ed., 1992, pp. 741-774.

14. Vaysburd, A.M.; Bissonnette, B.; Thomassin, M.; von Fay, K.F.; Harrell, S.J.; and Robertson, B., “Concrete Substrate Moisture Requirements for Effective Concrete Repairs,” Final Report ST-2016-2886-0, Bureau of Reclamation, U.S. Department of the Interior, Denver, CO, 2016, 40 pp.

15. Perez, F.; Bissonnette, B.; and Courard, L., “Combination of Mechanical and Optical Profilometry Techniques for Concrete Surface Roughness Characterization,” Magazine of Concrete Research, V. 61, No. 6, Aug. 2009, pp. 389-400.

16. ASTM D7682-17, “Standard Test Method for Replication and Measurement of Concrete Surface Profiles Using Replica Putty,” ASTM International, West Conshohocken, PA, 2017, 4 pp.

17. ASTM E965-15 (Reapproved 2019), “Standard Test Method for Measuring Pavement Macrotexture Depth Using a Volumetric Technique,” ASTM International, West Conshohocken, PA, 2015, 4 pp.

18. Bungey, J.H., and Soutsos, M.N., “Reliability of Partially-Destructive Tests to Assess the Strength of Concrete on Site,” Construction and Building Materials, V. 15, No. 2-3, Mar.-Apr. 2001, pp. 81-92.

19. ICRI Guideline No. 210.3R-2013, “Using In-Situ Tensile Pulloff Tests to Evaluate Bond of Concrete Surface Materials,” International Concrete Repair Institute, St. Paul, MN, 2013, 20 pp.

20. ACI Committee 364, “Section Loss Determination of Damaged or Corroded Reinforcing Steel Bars (ACI 364.14T-17),” American Concrete Institute, Farmington Hills, MI, 2017, 4 pp.

21. ASTM F2170-19, “Standard Test Method for Determining Relative Humidity in Concrete Floor Slabs Using in situ Probes,” ASTM International, West Conshohocken, PA, 2019, 7 pp.

22. ASTM F2659-10 (Reapproved 2015), “Standard Guide for Preliminary Evaluation of Comparative Moisture Condition of Concrete, Gypsum Cement and Other Floor Slabs and Screeds Using a Non-Destructive Electronic Moisture Meter,” ASTM International, West Conshohocken, PA, 2010, 6 pp.

23. Vaysburd, A.M.; Bissonnette, B.; and von Fay, K.F., “Moisture Condition Testing of Concrete: A Review of Methods,” U.S. Bureau of Reclamation, Denver, CO, 2009, 52 pp.

24. Bissonnette, B.; Vaysburd, A.M.; and von Fay, K F., “Moisture Content Requirements for Repair, Part 1: Concrete Repair Testing,” Report No. MERL-2013-63, Bureau of Reclamation, U.S. Department of the Interior, Denver, CO, 2014, 45 pp.

25. CAN/CSA-A23.2-6B14, “Method of Test to Determine Adhesion by Tensile Load,” CSA Group, Toronto, ON, Canada, 2014.

26. EN 1542:1999, “Products and Systems for the Protection and Repair of Concrete Structures – Test Methods – Measurement of Bond Strength by Pull-Off,” European Committee for Standardization, Brussels, Belgium, 1999, 10 pp.

27. BS 1881-207:1992, “Testing Concrete. Recommendations for the Assessment of Concrete Strength by Near-to-Surface Tests,” British Standard Institution, UK, 1992, 18 pp.

28. ASTM C1583/C1583M-13, “Standard Test Method for Tensile Strength of Concrete Surfaces and the Bond Strength or Tensile Strength of Concrete Repair and Overlay Materials by Direct Tension (Pull-off Method),” ASTM International, West Conshohocken, PA, 2013, 4 pp.

29. Courard, L.; Bissonnette, B.; Garbacz, A.; Vaysburd, A.M.; von Fay, K.F.; Moczulski, G.; and Morency, M., “Effect of Misalignment on Pulloff Test Results: Numerical and Experimental Assessments,” ACI Materials Journal, V. 111, No. 2, Mar.-Apr. 2014, pp. 153-162.

30. Vaysburd, A.M.; Bissonnette, B.; and von Fay, K.F., “The Challenges of Achieving Compatibility in Concrete Repair,” Concrete International, V. 39, No. 12, Dec. 2017, pp. 37-43.

31. Courard, L.; Bissonnette, B.; and Garbacz, A., “Fundamental Approach to the Concept of Concrete Repair Compatibility,” Concrete Repair, Rehabilitation and Retrofitting IV, F. Dehn, H.-D. Beushausen, M.G. Alexander




  

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