National Academies Press: OpenBook

Inspection Guidelines for Bridge Post-Tensioning and Stay Cable Systems Using NDE Methods (2017)

Chapter: Appendix B - NDE Method Flowcharts for Identifying Defects

« Previous: Appendix A - Condition Assessment Flowcharts
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Suggested Citation:"Appendix B - NDE Method Flowcharts for Identifying Defects." National Academies of Sciences, Engineering, and Medicine. 2017. Inspection Guidelines for Bridge Post-Tensioning and Stay Cable Systems Using NDE Methods. Washington, DC: The National Academies Press. doi: 10.17226/24779.
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Suggested Citation:"Appendix B - NDE Method Flowcharts for Identifying Defects." National Academies of Sciences, Engineering, and Medicine. 2017. Inspection Guidelines for Bridge Post-Tensioning and Stay Cable Systems Using NDE Methods. Washington, DC: The National Academies Press. doi: 10.17226/24779.
×
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Suggested Citation:"Appendix B - NDE Method Flowcharts for Identifying Defects." National Academies of Sciences, Engineering, and Medicine. 2017. Inspection Guidelines for Bridge Post-Tensioning and Stay Cable Systems Using NDE Methods. Washington, DC: The National Academies Press. doi: 10.17226/24779.
×
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Suggested Citation:"Appendix B - NDE Method Flowcharts for Identifying Defects." National Academies of Sciences, Engineering, and Medicine. 2017. Inspection Guidelines for Bridge Post-Tensioning and Stay Cable Systems Using NDE Methods. Washington, DC: The National Academies Press. doi: 10.17226/24779.
×
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Suggested Citation:"Appendix B - NDE Method Flowcharts for Identifying Defects." National Academies of Sciences, Engineering, and Medicine. 2017. Inspection Guidelines for Bridge Post-Tensioning and Stay Cable Systems Using NDE Methods. Washington, DC: The National Academies Press. doi: 10.17226/24779.
×
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Page 59
Suggested Citation:"Appendix B - NDE Method Flowcharts for Identifying Defects." National Academies of Sciences, Engineering, and Medicine. 2017. Inspection Guidelines for Bridge Post-Tensioning and Stay Cable Systems Using NDE Methods. Washington, DC: The National Academies Press. doi: 10.17226/24779.
×
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Suggested Citation:"Appendix B - NDE Method Flowcharts for Identifying Defects." National Academies of Sciences, Engineering, and Medicine. 2017. Inspection Guidelines for Bridge Post-Tensioning and Stay Cable Systems Using NDE Methods. Washington, DC: The National Academies Press. doi: 10.17226/24779.
×
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Suggested Citation:"Appendix B - NDE Method Flowcharts for Identifying Defects." National Academies of Sciences, Engineering, and Medicine. 2017. Inspection Guidelines for Bridge Post-Tensioning and Stay Cable Systems Using NDE Methods. Washington, DC: The National Academies Press. doi: 10.17226/24779.
×
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Suggested Citation:"Appendix B - NDE Method Flowcharts for Identifying Defects." National Academies of Sciences, Engineering, and Medicine. 2017. Inspection Guidelines for Bridge Post-Tensioning and Stay Cable Systems Using NDE Methods. Washington, DC: The National Academies Press. doi: 10.17226/24779.
×
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Suggested Citation:"Appendix B - NDE Method Flowcharts for Identifying Defects." National Academies of Sciences, Engineering, and Medicine. 2017. Inspection Guidelines for Bridge Post-Tensioning and Stay Cable Systems Using NDE Methods. Washington, DC: The National Academies Press. doi: 10.17226/24779.
×
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Suggested Citation:"Appendix B - NDE Method Flowcharts for Identifying Defects." National Academies of Sciences, Engineering, and Medicine. 2017. Inspection Guidelines for Bridge Post-Tensioning and Stay Cable Systems Using NDE Methods. Washington, DC: The National Academies Press. doi: 10.17226/24779.
×
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Suggested Citation:"Appendix B - NDE Method Flowcharts for Identifying Defects." National Academies of Sciences, Engineering, and Medicine. 2017. Inspection Guidelines for Bridge Post-Tensioning and Stay Cable Systems Using NDE Methods. Washington, DC: The National Academies Press. doi: 10.17226/24779.
×
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Suggested Citation:"Appendix B - NDE Method Flowcharts for Identifying Defects." National Academies of Sciences, Engineering, and Medicine. 2017. Inspection Guidelines for Bridge Post-Tensioning and Stay Cable Systems Using NDE Methods. Washington, DC: The National Academies Press. doi: 10.17226/24779.
×
Page 66
Page 67
Suggested Citation:"Appendix B - NDE Method Flowcharts for Identifying Defects." National Academies of Sciences, Engineering, and Medicine. 2017. Inspection Guidelines for Bridge Post-Tensioning and Stay Cable Systems Using NDE Methods. Washington, DC: The National Academies Press. doi: 10.17226/24779.
×
Page 67
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Suggested Citation:"Appendix B - NDE Method Flowcharts for Identifying Defects." National Academies of Sciences, Engineering, and Medicine. 2017. Inspection Guidelines for Bridge Post-Tensioning and Stay Cable Systems Using NDE Methods. Washington, DC: The National Academies Press. doi: 10.17226/24779.
×
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Suggested Citation:"Appendix B - NDE Method Flowcharts for Identifying Defects." National Academies of Sciences, Engineering, and Medicine. 2017. Inspection Guidelines for Bridge Post-Tensioning and Stay Cable Systems Using NDE Methods. Washington, DC: The National Academies Press. doi: 10.17226/24779.
×
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Suggested Citation:"Appendix B - NDE Method Flowcharts for Identifying Defects." National Academies of Sciences, Engineering, and Medicine. 2017. Inspection Guidelines for Bridge Post-Tensioning and Stay Cable Systems Using NDE Methods. Washington, DC: The National Academies Press. doi: 10.17226/24779.
×
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Suggested Citation:"Appendix B - NDE Method Flowcharts for Identifying Defects." National Academies of Sciences, Engineering, and Medicine. 2017. Inspection Guidelines for Bridge Post-Tensioning and Stay Cable Systems Using NDE Methods. Washington, DC: The National Academies Press. doi: 10.17226/24779.
×
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Suggested Citation:"Appendix B - NDE Method Flowcharts for Identifying Defects." National Academies of Sciences, Engineering, and Medicine. 2017. Inspection Guidelines for Bridge Post-Tensioning and Stay Cable Systems Using NDE Methods. Washington, DC: The National Academies Press. doi: 10.17226/24779.
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B-1 NDE Method Flowcharts for Identifying Defects A p p e n d i x B

B-2 Note: Accuracy (low=0-30%, moderate= 30-70%, and high = 70-100%) of the method in identifying specific defect is indicated in parentheses. Figure B-1. Flowchart representing defects that can be detected by GPR. No Yes Ground Penetrating Radar (GPR) Location of interest: internal duct? Collect bridge structure files Yes Is duct metal? Location of interest: external duct / stay cable? This method can identify the following defect conditions in internal metal ducts: None This method can identify the following defect conditions in anchorage regions: None This method can identify the following defect conditions in internal nonmetal ducts: None No This method can identify the following defect conditions in external metal ducts: None This method can identify the following defect conditions in external nonmetal ducts (accuracy in parentheses): Compromised grout (low) Void (moderate) Water infiltration (low) Note: Cannot differentiate between water infiltration and voids. No Yes Yes Is duct metal? No

B-3 Note: Accuracy (low=0-30%, moderate= 30-70%, and high = 70-100%) of the method in identifying specific defect is indicated in parentheses. Figure B-2. Flowchart representing defects that can be detected by IRT. No Yes Infrared Thermography (IRT) Location of interest: internal duct? Collect bridge structure files Yes Is duct metal? Location of interest: external duct / stay cable? This method can identify the following defect conditions in internal metal ducts: None This method can identify the following defect conditions in anchorage regions: None. Can locate the following conditions in the end caps of the anchorage region (accuracy in parentheses): Compromised grout (low) Void (high) Water infiltration (moderate) This method can identify the following defect conditions in internal nonmetal ducts: None No This method can identify the following defect conditions in external metal ducts: None This method can identify the following defect conditions in external nonmetal ducts (accuracy in parentheses): Compromised grout (low) Void (high) Water infiltration (high) Note: Cannot differentiate between water infiltration and voids. No Yes Yes Is duct metal? No

B-4 Note: Accuracy (low=0-30%, moderate= 30-70%, and high = 70-100%) of the method in identifying specific defect is indicated in parentheses. Figure B-3. Flowchart representing defects that can be detected by ECT. No Yes Electrical Capacitance Tomography (ECT) Location of interest: internal duct? Collect bridge structure files Yes Is duct metal? Location of interest: external duct / stay cable? This method can identify the following defect conditions in internal metal ducts: Not used to inspect internal metal ducts in this study. This method can identify the following defect conditions in anchorage regions: Not used to inspect anchorage regions in this study. This method can identify the following defect conditions in internal nonmetal ducts: Not used to inspect internal nonmetal ducts in this study. No This method can identify the following defect conditions in external metal ducts: None This method can identify the following defect conditions in external nonmetal ducts (accuracy in parentheses): Compromised grout (low) Void (moderate) Water infiltration (low) No Yes Yes Is duct metal? No

B-5 Note: Accuracy (low=0-30%, moderate= 30-70%, and high = 70-100%) of the method in identifying specific defect is indicated in parentheses. Figure B-4. Flowchart representing defects that can be detected by MFL. No Yes Magnetic Flux Leakage (MFL) Location of interest: internal duct? Collect bridge structure files Yes Is duct metal? Location of interest: external duct / stay cable? This method can identify the following defect conditions in internal metal ducts: Not used to inspect internal metal ducts in this study. This method can identify the following defect conditions in anchorage regions: Not used to inspect anchorage regions in this study. This method can identify the following defect conditions in internal nonmetal ducts: Not used to inspect internal nonmetal ducts in this study. No This method can identify the following defect conditions in external metal ducts (accuracy in parentheses): Corrosion (high) Section loss (moderate) Breakage (high) Note: Cannot differentiate between the various tendon defects. This method can identify the following defect conditions in external nonmetal ducts (accuracy in parentheses): Corrosion (moderate) Section loss (moderate) Breakage (moderate) Note: Cannot differentiate between the various tendon defects. No Yes Yes Is duct metal? No

B-6 Note: Accuracy (low=0-30%, moderate= 30-70%, and high = 70-100%) of the method in identifying specific defect is indicated in parentheses. Figure B-5. Flowchart representing defects that can be detected by MMFM-Permanent. No Yes Magnetic Main Flux Method–Permanent Magnet (MMFM–Permanent) Location of interest: internal duct? Collect bridge structure files Yes Is duct metal? Location of interest: external duct / stay cable? This method can identify the following defect conditions in internal metal ducts: Not used to inspect internal metal ducts in this study. This method can identify the following defect conditions in anchorage regions: Not used to inspect anchorage regions in this study. This method can identify the following defect conditions in internal nonmetal ducts: Not used to inspect internal nonmetal ducts in this study. No This method can identify the following defect conditions in external metal ducts (accuracy in parentheses): Corrosion (high) Section loss (moderate) Note: Cannot differentiate between the various tendon defects. This method can identify the following defect conditions in external nonmetal ducts (accuracy in parentheses): Corrosion (moderate) Section loss (moderate) Breakage (moderate) Note: Cannot differentiate between the various tendon defects. No Yes Yes Is duct metal? No

B-7 Note: Accuracy (low=0-30%, moderate= 30-70%, and high = 70-100%) of the method in identifying specific defect is indicated in parentheses. Figure B-6. Flowchart representing defects that can be detected by MMFM-Solenoid. No Yes Magnetic Main Flux Method–Solenoid (MMFM–Solenoid) Location of interest: internal duct? Collect bridge structure files Yes Is duct metal? Location of interest: external duct / stay cable? This method can identify the following defect conditions in internal metal ducts: Not used to inspect internal metal ducts in this study. This method can identify the following defect conditions in anchorage regions: Not used to inspect anchorage regions in this study. This method can identify the following defect conditions in internal nonmetal ducts: Not used to inspect internal nonmetal ducts in this study. No This method can identify the following defect conditions in external metal ducts (accuracy in parentheses): Corrosion (moderate) Section loss (moderate) Breakage (low) Note: Cannot differentiate between the various tendon defects. This method can identify the following defect conditions in external nonmetal ducts (accuracy in parentheses): Corrosion (moderate) Section loss (moderate) Breakage (moderate) Note: Cannot differentiate between the various tendon defects. No Yes Yes Is duct metal? No

B-8 Note: Accuracy (low=0-30%, moderate= 30-70%, and high = 70-100%) of the method in identifying specific defect is indicated in parentheses. Figure B-7. Flowchart representing defects that can be detected by IE. No Yes Impact Echo (IE) Location of interest: internal duct? Collect bridge structure files Yes Is duct metal? Location of interest: external duct / stay cable? This method can identify the following defect conditions in internal metal ducts (accuracy in parentheses): Void (moderate) Water infiltration (moderate) This method can identify the following defect conditions in anchorage regions: None This method can identify the following defect conditions in internal nonmetal ducts (accuracy in parentheses): Compromised grout (low) Water infiltration (moderate) No This method can identify the following defect conditions in external metal ducts: Not used to inspect external metal ducts in this study. This method can identify the following defect conditions in external nonmetal ducts (accuracy in parentheses): Compromised grout (moderate) Void (moderate) Water infiltration (moderate) Note: Cannot differentiate between water infiltration and voids. No Yes Yes Is duct metal? No

B-9 Note: Accuracy (low=0-30%, moderate= 30-70%, and high = 70-100%) of the method in identifying specific defect is indicated in parentheses. Figure B-8. Flowchart representing defects that can be detected by UST. No Yes Ultrasonic Tomography (UST) Location of interest: internal duct? Collect bridge structure files Yes Is duct metal? Location of interest: external duct / stay cable? This method can identify the following defect conditions in internal metal ducts: None This method can identify the following defect conditions in anchorage regions: None This method can identify the following defect conditions in internal nonmetal ducts: None No This method can identify the following defect conditions in external metal ducts: Not used to inspect external metal ducts in this study. This method can identify the following defect conditions in external nonmetal ducts: Not used to inspect external nonmetal ducts in this study. No Yes Yes Is duct metal? No

B-10 Note: Accuracy (low=0-30%, moderate= 30-70%, and high = 70-100%) of the method in identifying specific defect is indicated in parentheses. Figure B-9. Flowchart representing defects that can be detected by USE. No Yes Ultrasonic Echo (USE) Location of interest: internal duct? Collect bridge structure files Yes Is duct metal? Location of interest: external duct / stay cable? This method can identify the following defect conditions in internal metal ducts (accuracy in parentheses): Compromised grout (low) Void (low) Water infiltration (moderate) Note: Cannot differentiate between water infiltration and voids. This method can identify the following defect conditions in anchorage regions ducts (accuracy in parentheses): Void (low) Water infiltration (low) Note: Cannot differentiate between water infiltration and voids. This method can identify the following defect conditions in internal nonmetal ducts (accuracy in parentheses): Compromised grout (low) Void (low) Water infiltration (low) Note: Cannot differentiate between water infiltration and voids. No This method can identify the following defect conditions in external metal ducts: Not used to inspect external metal ducts in this study. This method can identify the following defect conditions in external nonmetal ducts: Not used to inspect external nonmetal ducts in this study. No Yes Yes Is duct metal? No

B-11 Note: Accuracy (low=0-30%, moderate= 30-70%, and high = 70-100%) of the method in identifying specific defect is indicated in parentheses. Figure B-10. Flowchart representing defects that can be detected by SPV-UPV. No Yes Sonic/Ultrasonic Pulse Velocity (SPV – UPV) Location of interest: internal duct? Collect bridge structure files Yes Is duct metal? Location of interest: external duct / stay cable? This method can identify the following defect conditions in internal metal ducts: Not used to inspect internal metal ducts in this study. This method can identify the following defect conditions in anchorage regions: None. This method can identify the following defect conditions in internal nonmetal ducts: Not used to inspect internal nonmetal ducts in this study. No This method can identify the following defect conditions in external metal ducts: Not used to inspect external metal ducts in this study. This method can identify the following defect conditions in external nonmetal ducts: Not used to inspect external nonmetal ducts in this study. No Yes Yes Is duct metal? No

B-12 Note: Accuracy (low=0-30%, moderate= 30-70%, and high = 70-100%) of the method in identifying specific defect is indicated in parentheses. Figure B-11. Flowchart representing defects that can be detected by LFUT. No Yes Low Frequency Ultrasound (LFUT) Location of interest: internal duct? Collect bridge structure files Yes Is duct metal? Location of interest: external duct / stay cable? This method can identify the following defect conditions in internal metal ducts: Not used to inspect internal metal ducts in this study. This method can identify the following defect conditions in anchorage regions: Not used to inspect anchorage regions in this study. This method can identify the following defect conditions in internal nonmetal ducts: Not used to inspect internal nonmetal ducts in this study. No This method can identify the following defect conditions in external metal ducts: Not used to inspect external metal ducts in this study. This method can identify the following defect conditions in external nonmetal ducts (accuracy in parentheses): Compromised grout (low) Void (moderate) Water infiltration (moderate) Note: Cannot differentiate between water infiltration and compromised grout. No Yes Yes Is duct metal? No

B-13 Note: Accuracy (low=0-30%, moderate= 30-70%, and high = 70-100%) of the method in identifying specific defect is indicated in parentheses. Figure B-12. Flowchart representing defects that can be detected by sounding. No Yes Sounding Location of interest: internal duct? Collect bridge structure files Yes Is duct metal? Location of interest: external duct / stay cable? This method can identify the following defect conditions in internal metal ducts: Not used to inspect internal metal ducts in this study. This method can identify the following defect conditions in anchorage regions: None. Can locate the following conditions in the end caps of the anchorage region (accuracy in parentheses): Water infiltration (high) Void (high) Compromised grout (high) Note: Cannot differentiate between water infiltration and voids. This method can identify the following defect conditions in internal nonmetal ducts: Not used to inspect internal nonmetal ducts in this study. No This method can identify the following defect conditions in external metal ducts (accuracy in parentheses): Compromised grout (moderate) Void (high) Water infiltration (high) Note: Cannot differentiate between water infiltration and voids. This method can identify the following defect conditions in external nonmetal ducts (accuracy in parentheses): Compromised grout (low) Void (high) Water infiltration (high) Note: Cannot differentiate between water infiltration and voids. No Yes Yes Is duct metal? No

B-14 Note: Accuracy (low=0-30%, moderate= 30-70%, and high = 70-100%) of the method in identifying specific defect is indicated in parentheses. Figure B-13. Flowchart representing defects that can be detected by EIS. No Yes Electrochemical Impedance Spectroscopy (EIS) Location of interest: internal duct? Collect bridge structure files Yes Is duct metal? Location of interest: external duct / stay cable? This method can identify the following defect conditions in internal metal ducts: Not used to inspect internal metal ducts in this study. This method can identify the following defect conditions in anchorage regions: Not used to inspect anchorage regions in this study. This method can identify the following defect conditions in internal nonmetal ducts: Not used to inspect internal nonmetal ducts in this study. No This method can identify the following defect conditions in external metal ducts: Not used to inspect external metal ducts in this study. This method can identify the following defect conditions in external nonmetal ducts (accuracy in parentheses): Corrosion (moderate) No Yes Yes Is duct metal? No

B-15 Note: Accuracy (low=0-30%, moderate= 30-70%, and high = 70-100%) of the method in identifying specific defect is indicated in parentheses. Figure B-14. Flowchart representing defects that can be detected by a combination of GPR and USE. No Yes Combination: GPR/USE Location of interest: internal duct? Collect bridge structure files Yes Is duct metal? Location of interest: external duct / stay cable? This method can identify the following defect conditions in internal metal ducts (accuracy in parentheses): Compromised grout (low) Void (low) Water infiltration (moderate) This method can identify the following defect conditions in anchorage regions ducts (accuracy in parentheses): Void (low) Water infiltration (low) This method can identify the following defect conditions in internal nonmetal ducts (accuracy in parentheses): Compromised grout (low) Void (low) Water infiltration (low) No This method can identify the following defect conditions in external metal ducts: None This method can identify the following defect conditions in external nonmetal ducts (accuracy in parentheses): Compromised grout (low) Void (moderate) Water infiltration (low) No Yes Yes Is duct metal? No

B-16 Note: Accuracy (low=0-30%, moderate= 30-70%, and high = 70-100%) of the method in identifying specific defect is indicated in parentheses. Figure B-15. Flowchart representing defects that can be detected by a combination of GPR and IE. No Yes Combination: GPR/IE Location of interest: internal duct? Collect bridge structure files Yes Is duct metal? Location of interest: external duct / stay cable? This method can identify the following defect conditions in internal metal ducts (accuracy in parentheses): Void (moderate) Water infiltration (moderate) This method can identify the following defect conditions in anchorage regions: None. This method can identify the following defect conditions in internal nonmetal ducts (accuracy in parentheses): Compromised grout (low) Water infiltration (moderate) No This method can identify the following defect conditions in external metal ducts: None. This method can identify the following defect conditions in external nonmetal ducts (accuracy in parentheses): Compromised grout (moderate) Void (moderate) Water infiltration (moderate) No Yes Yes Is duct metal? No

B-17 Note: Accuracy (low=0-30%, moderate= 30-70%, and high = 70-100%) of the method in identifying specific defect is indicated in parentheses. Figure B-16. Flowchart representing defects that can be detected by a combination of MFL and sounding. No Yes Combination: MFL/Sounding Location of interest: internal duct? Collect bridge structure files Yes Is duct metal? Location of interest: external duct / stay cable? This method can identify the following defect conditions in internal metal ducts: Not used to inspect internal metal ducts in this study. This method can identify the following defect conditions in anchorage regions: None. Can locate the following conditions in the end caps of the anchorage region (accuracy in parentheses): Water infiltration (high) Void (high) Compromised grout (high) This method can identify the following defect conditions in internal nonmetal ducts: Not used to inspect internal nonmetal ducts in this study. No This method can identify the following defect conditions in external metal ducts (accuracy in parentheses): Corrosion (high) Section loss (moderate) Breakage (high) Compromised grout (moderate) Void (high) Water infiltration (high) This method can identify the following defect conditions in external nonmetal ducts (accuracy in parentheses): Corrosion (moderate) Section loss (moderate) Breakage (moderate) Compromised grout (low) Void (high) Water infiltration (high) No Yes Yes Is duct metal? No

B-18 Note: Accuracy (low=0-30%, moderate= 30-70%, and high = 70-100%) of the method in identifying specific defect is indicated in parentheses. Figure B-17. Flowchart representing defects that can be detected by a combination of MFL and IE. No Yes Combination: MFL/IE Location of interest: internal duct? Collect bridge structure files Yes Is duct metal? Location of interest: external duct / stay cable? This method can identify the following defect conditions in internal metal ducts (accuracy in parentheses): Void (moderate) Water infiltration (moderate) This method can identify the following defect conditions in anchorage regions: None This method can identify the following defect conditions in internal nonmetal ducts (accuracy in parentheses): Compromised grout (low) Water infiltration (moderate) No This method can identify the following defect conditions in external metal ducts (accuracy in parentheses): Corrosion (high) Section loss (moderate) Breakage (high) This method can identify the following defect conditions in external nonmetal ducts (accuracy in parentheses): Corrosion (moderate) Section loss (moderate) Breakage (moderate) No Yes Yes Is duct metal? No

B-19 Note: Accuracy (low=0-30%, moderate= 30-70%, and high = 70-100%) of the method in identifying specific defect is indicated in parentheses. Figure B-18. Flowchart representing defects that can be detected by a combination of IRT and USE. No Yes Combination: IRT/USE Location of interest: internal duct? Collect bridge structure files Yes Is duct metal? Location of interest: external duct / stay cable? This method can identify the following defect conditions in internal metal ducts (accuracy in parentheses): Compromised grout (low) Void (low) Water infiltration (moderate) This method can identify the following defect conditions in anchorage regions ducts (accuracy in parentheses): Void (low) Water infiltration (low) Can locate the following conditions in the end caps of the anchorage region (accuracy in parentheses): Compromised grout (low) Void (high) Water infiltration (moderate) This method can identify the following defect conditions in internal nonmetal ducts (accuracy in parentheses): Compromised grout (low) Void (low) Water infiltration (low) No This method can identify the following defect conditions in external metal ducts: None This method can identify the following defect conditions in external nonmetal ducts (accuracy in parentheses): Compromised grout (low) Void (high) Water infiltration (high) No Yes Yes Is duct metal? No

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TRB's National Cooperative Highway Research Program (NCHRP) Research Report 848: Inspection Guidelines for Bridge Post-Tensioning and Stay Cable Systems Using NDE Methods describe nondestructive evaluation (NDE) methods for assessing the condition of in-service post-tensioning and stay cable systems. The NDE methods outlined in this report explore different condition assessments, including corrosion, section loss, breakage, grout conditions, voids, water infiltration, and tendon deterioration in the anchorage systems. The NDE methods are ground penetrating radar (GPR), infrared thermography (IRT), electrical capacitance tomography (ECT), magnetic flux leakage (MFL), magnetic main flux method (MMFM), impact echo (IE), ultrasonic tomography (UST), ultrasonic echo (USE), sonic/ultrasonic pulse velocity (S/UPV), low frequency ultrasound (LFUT), sounding, visual testing (VT), and electrochemical impedance spectroscopy (EIS).

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