1. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 1 Technical Guideline 210.4-2009 Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures Presented by Tanya Wattenburg Komas California State University, Chico

2. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 2

3. 3 Evaluation Committee Roster for 210.4 Guideline Kevin Michols Kevin Michols Larry G. Mrazek Larry G. Mrazek Dennis A. Sack Dennis A. Sack Matthew Sherman Matthew Sherman Jeffrey A. Travis Jeffrey A. Travis Stéphan Trépanier Stéphan Trépanier Hamid Vossoughi Hamid Vossoughi Tanya Wattenburg Komas Tanya Wattenburg Komas Larry D. Olson – Chairman Larry D. Olson – Chairman Dennis Wipf - Vice Chairman Dennis Wipf - Vice Chairman David Rodler – Secretary David Rodler – Secretary Jesse Binford Jesse Binford Boris Dragunsky Boris Dragunsky Eric L. Edelson Eric L. Edelson Tim Gumina Tim Gumina Peter Kolf Peter Kolf Kenneth Lozen Kenneth Lozen

4. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 4 Note: Images are for illustration purposes for this presentation only; they are not in the Guideline

5. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 5

6. 6

7. 7 Purpose of the Guideline “Assist contractors, owners, engineers, architects, and material suppliers involved in concrete repair projects in the selection of the most suitable nondestructive evaluation (NDE) methods for evaluating specific conditions relating to the condition assessment, repair program quality control, and/or performance monitoring of a structure”

8. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 8 Purpose of the Guideline which specific conditions related to - condition assessment - repair quality control - performance monitoring of a structure can be using various NDE methods of a structure can be suitably evaluated using various NDE methods

9. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 9 Purpose of the Guideline An essential component to proper maintenance and repair of a concrete structure is a thorough understanding of the structure in terms of the causeextent rate of progression of distress or deterioration

10. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 10 Purpose of the Guideline Arriving at this thorough understanding requires Experience Set of tools that are in some ways quite distinct from those applicable to new construction

11. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 11

12. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 12

13. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 13

14. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 14

15. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 15 Purpose of the Guideline The simplest repair approach is to address symptoms rather than causes which may result in ineffective repairs

16. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 16

17. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 17 Purpose of the Guideline “Critical aspects of distress or deterioration may be hidden from view “

18. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 18 Purpose of the Guideline NDE methods offer the advantage of being able to diagnose internal concrete conditions thereby enhancing repair design quality assurance of concrete repairs providing for performance monitoring of concrete repairs over the long-term

19. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 19 Selecting Appropriate NDE Methods NatureExtentSeverity of hidden internal distress or deterioration

20. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 20

21. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 21

22. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 22

23. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 23

24. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 24

25. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 25 Selecting Appropriate NDE Methods In some applications, NDE offers essential tools without which there would remain significant uncertainties that have the potential of compromising the feasibility of repair

26. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 26

27. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 27

28. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 28 Selecting Appropriate NDE Methods So many methods, so little time Searching... recognizing strengths & limitations... Arriving at proper NDE program...... daunting task... daunting task

29. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 29

30. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 30 Selecting Appropriate NDE Methods Again... This guideline offers assistance in selecting appropriate NDE methods to determine the properties and/or conditions of concrete prior to repairs (diagnosis) for quality assurance (QA) after repairs for long-term performance monitoring of repaired structures.

31. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 31

32. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 32

33. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 33 Selecting Appropriate NDE Methods Recognizing that not all NDE tools will work for all issues and there is a need to assess appropriate uses for the tools and techniques Common uses of NDE for condition assessment of structural concrete prior to repair design and execution include: –Predict in-situ concrete strength (relative strength comparison unless correlated with laboratory strength tests, e.g. core compressive strength tests) –Location and extent of delaminations due to reinforcement corrosion –Location, size and distribution of reinforcement bars –Location and extent of concrete cracking –Severity, location and extent of fire and frost damage –Location and extent of void honeycombing –Determine concrete thicknesses –Evaluate reinforcement corrosion activity and rate

34. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 34 Selecting Appropriate NDE Methods Recognizing that not all NDE tools will work for all issues and there is a need to assess appropriate uses for the tools and techniques Common uses of NDE for condition assessment of structural concrete prior to repair design and execution include: –Predict in-situ concrete strength (relative strength comparison unless correlated with laboratory strength tests, e.g. core compressive strength tests) –Location and extent of delaminations due to reinforcement corrosion –Location, size and distribution of reinforcement bars –Location and extent of concrete cracking –Severity, location and extent of fire and frost damage –Location and extent of void honeycombing –Determine concrete thicknesses –Evaluate reinforcement corrosion activity and rate

35. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 35 Selecting Appropriate NDE Methods Recognizing that not all NDE tools will work for all issues and there is a need to assess appropriate uses for the tools and techniques Common uses of NDE for condition assessment of structural concrete prior to repair design and execution include: –Predict in-situ concrete strength (relative strength comparison unless correlated with laboratory strength tests, e.g. core compressive strength tests) –Location and extent of delaminations due to reinforcement corrosion –Location, size and distribution of reinforcement bars –Location and extent of concrete cracking –Severity, location and extent of fire and frost damage –Location and extent of void honeycombing –Determine concrete thicknesses –Evaluate reinforcement corrosion activity and rate

36. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 36 Selecting Appropriate NDE Methods Recognizing that not all NDE tools will work for all issues and there is a need to assess appropriate uses for the tools and techniques Common uses of NDE for condition assessment of structural concrete prior to repair design and execution include: –Predict in-situ concrete strength (relative strength comparison unless correlated with laboratory strength tests, e.g. core compressive strength tests) –Location and extent of delaminations due to reinforcement corrosion –Location, size and distribution of reinforcement bars –Location and extent of concrete cracking –Severity, location and extent of fire and frost damage –Location and extent of void honeycombing –Determine concrete thicknesses –Evaluate reinforcement corrosion activity and rate

37. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 37 Selecting Appropriate NDE Methods Recognizing that not all NDE tools will work for all issues and there is a need to assess appropriate uses for the tools and techniques Common uses of NDE for condition assessment of structural concrete prior to repair design and execution include: –Predict in-situ concrete strength (relative strength comparison unless correlated with laboratory strength tests, e.g. core compressive strength tests) –Location and extent of delaminations due to reinforcement corrosion –Location, size and distribution of reinforcement bars –Location and extent of concrete cracking –Severity, location and extent of fire and frost damage –Location and extent of void honeycombing –Determine concrete thicknesses –Evaluate reinforcement corrosion activity and rate

38. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 38 Selecting Appropriate NDE Methods Recognizing that not all NDE tools will work for all issues and there is a need to assess appropriate uses for the tools and techniques Common uses of NDE for condition assessment of structural concrete prior to repair design and execution include: –Predict in-situ concrete strength (relative strength comparison unless correlated with laboratory strength tests, e.g. core compressive strength tests) –Location and extent of delaminations due to reinforcement corrosion –Location, size and distribution of reinforcement bars –Location and extent of concrete cracking –Severity, location and extent of fire and frost damage –Location and extent of void honeycombing –Determine concrete thicknesses –Evaluate reinforcement corrosion activity and rate

39. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 39 Selecting Appropriate NDE Methods Recognizing that not all NDE tools will work for all issues and there is a need to assess appropriate uses for the tools and techniques Common uses of NDE for condition assessment of structural concrete prior to repair design and execution include: –Predict in-situ concrete strength (relative strength comparison unless correlated with laboratory strength tests, e.g. core compressive strength tests) –Location and extent of delaminations due to reinforcement corrosion –Location, size and distribution of reinforcement bars –Location and extent of concrete cracking –Severity, location and extent of fire and frost damage –Location and extent of void honeycombing –Determine concrete thicknesses –Evaluate reinforcement corrosion activity and rate

40. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 40 Selecting Appropriate NDE Methods Recognizing that not all NDE tools will work for all issues and there is a need to assess appropriate uses for the tools and techniques Common uses of NDE for condition assessment of structural concrete prior to repair design and execution include: –Predict in-situ concrete strength (relative strength comparison unless correlated with laboratory strength tests, e.g. core compressive strength tests) –Location and extent of delaminations due to reinforcement corrosion –Location, size and distribution of reinforcement bars –Location and extent of concrete cracking –Severity, location and extent of fire and frost damage –Location and extent of void honeycombing –Determine concrete thicknesses –Evaluate reinforcement corrosion activity and rate

41. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 41

42. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 42 Selecting Appropriate NDE Methods Guideline tables for selection of NDE methods are presented including those for concrete strength prediction concrete strength prediction structural and general concrete condition assessment structural and general concrete condition assessment foundation condition foundation condition integrity and length integrity and length reinforcement location, cover depth, sizing reinforcement location, cover depth, sizing corrosion condition assessment corrosion condition assessment

43. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 43 Selecting Appropriate NDE Methods Example of tables contained in the Guideline

44. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 44 Descriptions and Illustrations NDE methods discussed in the Guideline tables are briefly described and illustrated in the appendix For example...

45. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 45 Descriptions and Illustrations Ultrasonic Pulse Velocity Test (ASTM C597) The Ultrasonic Pulse Velocity method involves transmitting and receiving ultrasonic sound wave energy at a frequency of typically 54 kiloHertz (kHz) and calculating the pulse velocity as the travel path distance divided by the travel time in microseconds as shown in Fig. 7. As discussed in ACI 228.1R, velocity raised to the 4th power is proportional to Young’s Modulus to the 2nd power which is proportional to concrete compressive strength....

46. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 46 Descriptions and Illustrations

47. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 47 Descriptions and Illustrations What does it look like in practice?

48. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 48

49. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 49

50. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 50

51. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 51

52. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 52

53. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 53

54. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 54

55. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 55

56. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 56

57. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 57

58. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 58 Coordination with ACI Documents The overall Guideline compliments the American Concrete Institute’s 228 Nondestructive Testing Committee reports ACI 228.1R and ACI 228.2R that provide more in- depth information on most of the NDE methods discussed in the Guideline.

59. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 59 Coordination with ACI Documents ACI has given permission to reproduce a number of the NDE method schematics from the ACI 228.1R and ACI 228.2R committee reports that were drawn by Dr. Nicholas J. Carino, former Chairman of ACI 228. Accordingly, the ICRI Evaluation Committee gratefully acknowledges the contribution by ACI and Dr. Carino to this ICRI Guideline.

60. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 60

61. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 61

62. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 62

63. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 63

64. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 64

65. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 65

66. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 66

67. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 67

68. “Technical Guideline 210.4-2009, “Nondestructive Evaluation Methods for Condition Assessment, Repair, and Performance Monitoring of Concrete Structures” 68 Thank you!