Draft Details
- In-service examination and testing requirement...
- DRAFT STANDARD
- Legal Notice for Draft Standards
- Preface
- SDG Foreword
- + 1 Scope
- 1.1 General
- 1.2 Integrated leakage rate tests (ILRTs)
- 1.3 Interface with CSA N285.5
- 1.4 Interface with other CSA N287 standards
- 1.5 Terminology
- 1.6 Use of shall consider and shall be consider...
- 2 Reference publications
- 3 Definitions
- 4 Operating organization responsibilities
- + 5 General requirements
- + 5.1 General
- 5.1.1 General examination requirements
- 5.1.2 General leakage-rate test requirements
- 5.1.3 Requirements prior to return to service
- 5.2 Basis of comparison
- + 5.3 Personnel
- + 5.3.1 Responsibilities of organization or perso...
- 5.3.1.1 In-Service examination lead responsibil...
- 5.3.1.2 Inspection team responsibilities
- 5.3.1.3 ILRT lead responsibilities
- + 5.3.2 In-service examinations personnel qualifi...
- 5.3.2.1 In-service examination lead qualificati...
- 5.3.2.2 Inspection team qualifications
- 5.3.3 ILRT lead qualifications
- 5.3.4 Leak search personnel
- 5.3.5 Entry into containment structures during ...
- 5.4 AHJ notification
- 5.5 Calibration of instrumentation and equipmen...
- + 6 In-service examination requirements
- + 6.1 General
- 6.1.1 General examination requirements
- 6.1.2 Examination considerations
- 6.1.3 In-service examination program general re...
- 6.1.4 In-service examination methods
- 6.1.6 Design function during examination
- 6.1.7 Remote Visual Inspections
- + 6.2 Structures containing water-based solutions...
- 6.2.1 Examination of structures containing wate...
- 6.2.2 Use of imaging equipment in structures co...
- 6.2.3 In-service dousing tests
- + 6.3 Pre-stressing systems
- 6.3.1 Integrity evaluation of pre-stressing sys...
- 6.3.2 Consequences of loss of pre-stressing
- 6.3.3 Instrumented monitoring
- 6.3.4 Test beams
- 6.3.5 Unbonded post-tensioning
- + 6.4 Frequency of examinations
- 6.4.1 Concrete and metallic parts
- 6.4.2 Nonmetallic liners, coatings, and joint s...
- 6.4.3 Increased examination frequency
- 6.4.4 Examination following abnormal/environmen...
- + 6.5 Acceptance criteria
- 6.5.1 In-service examination acceptance criteri...
- 6.5.2 Failure to meet in-service examination ac...
- 6.6.1 Qualification of Repair Materials
- 6.6.2 Examination of Repairs or Replacements
- + 7 ILRT requirements
- + 7.1 General
- 7.1.1 ILRT volume and boundary
- 7.1.3 ILRT pressurizing medium
- 7.1.4 Overpressure protection
- + 7.2 ILRT requirements
- 7.2.1 Frequency
- 7.2.2 Vacuum-retaining containment structures d...
- + 7.2.3 ILRT pressure
- 7.2.3.1 ILRT pressure requirements
- 7.2.3.2 Pressurizing and depressurizing rates
- 7.2.3.3 Independent means of pressure monitorin...
- + 7.2.4 ILRT method
- 7.2.4.1 Primary ILRT method
- 7.2.4.2 Alternative ILRT method
- 7.2.4.3 Abnormal trends during ILRT
- 7.2.5 Stabilization
- 7.2.6 Humidity
- 7.2.7 Duration of ILRT
- + 7.2.8 Measurements
- 7.2.8.1 General requirements for measurements
- 7.2.8.2 Internal pressure temperature and humid...
- 7.2.8.3 Outside pressure and temperature measur...
- 7.2.8.4 Compressed gas in-leakage contribution
- 7.2.9.1 General Instrumentation Requirements
- 7.2.9.2 Instrumentation Locations
- 7.2.9.3 Instrumentation Selection Criteria
- + Table 1
- 7.2.9.4 Instrumentation calibration requirement...
- + 7.2.10 Verification
- 7.2.10.1 Methods of verification of leakage rat...
- 7.2.10.2 Superimposed known leakage rate
- 7.2.10.3 Independent system requirements
- 7.2.11 Visual inspection and monitoring
- + 7.2.12 ILRT Acceptance criteria
- 7.2.12.1 General ILRT acceptance criteria
- 7.2.12.2 ILRT maximum allowable acceptance crit...
- 7.2.12.3 Failure to meet ILRT acceptance criter...
- + 7.2.13 Retesting
- 7.2.13.1 Retesting following entry to containme...
- 7.2.13.2 Retesting following changing climatic ...
- + 7.3 Supplemental ILRT
- 7.3.1 General requirement for supplemental ILRT...
- 7.3.2 Gross leakage test
- 7.3.3 On-power test
- + 8 Test specifications
- 8.1 Test specification requirements
- 8.2 Identification of areas critical to structu...
- 8.3 Updating test specifications with previous ...
- + 9 Test procedures
- 9.1 ILRT procedure general requirements
- 9.2 ILRT specific requirements
- + 10 In-service examination and ILRT reports
- 10.1 In-service examination report
- 10.2 ILRT report
- 10.3 ILRT report submission
- + Annex A (informative)
- + A.1 Objective
- A.1.1 General Objective
- A.1.2 Intention of evaluation
- A.1.3 General evaluation requirements
- + A.2 Number of test beams
- A.2.1 Selection of test beams
- A.2.2 Representative selection of test beams
- + A.3 Design parameters
- A.3.1 Test beam material specifications
- A.3.2 Test beam design features
- A.3.3 Test beam length
- A.4 Material properties
- A.5 Construction
- A.6 Storage
- A.7 Test frequency
- + A.8 Tendon examination
- A.8.1 Tendon selection for examination
- A.8.2 General tendon evaluation requirements
- A.8.3 Investigation of deterioration in tendons...
- + A.9 Flexural tests
- A.9.1 Design cracking moment
- A.9.2 Acceptability of flexural tests
- A.9.3 Investigation of concrete cracking during...
- + A.10 Lift‑off tests
- A.10.1 General requirement for lift-off tests
- A.10.2 Acceptability of lift-off tests
- A.10.3 Evaluation of lift-off test results
- + Annex B (informative)
- + B.1 Objective
- B.1.1 General objective
- B.1.2 Intention of evaluation
- B.1.3 General tendon examination requirements
- + B.2 General
- B.2.1 Pre-commissioning examination plan
- B.2.2 Incorporation of additional tendons
- + B.3 Examination frequency
- B.3.1 Interval selection
- B.3.2 Changes to interval selection
- + B.4 Tendon selection criteria
- B.4.1 Grouping of tendons
- B.4.2 Tendon sampling size
- B.4.3 Changes to sampling size based on histori...
- B.4.4 Control tendons
- B.4.5 Tendon selection
- B.4.6 Restored tendons
- + B.5 Tendon force measurements
- B.5.1 General requirements for tendon force mea...
- B.5.2 Acceptability of tendon force measurement...
- B.5.3 Nonconformances with tendon force measure...
- + B.6 Inspection of tendon wires or strands
- B.6.1 General requirements for inspection of te...
- B.6.2 Acceptability of tendon inspections
- B.6.3 Restoration of de-tensioned tendons
- + B.7 Examination of the tendon corrosion-prevent...
- B.7.1 General requirements of the tendon corros...
- B.7.2 Acceptability of tendon corrosion-prevent...
- + B.8 Examination of tendon anchor regions
- B.8.1 General requirements for tendon anchor re...
- B.8.2 Acceptability of tendon anchor regions
- + Annex C (informative)
- C.1 Leakage-rate calculation
- + C.2 Formula for mass plot data analysis
- C.2.1 General equation
- C.2.2 Leakage rate equation
- C.2.3 Intercept calculation
- C.2.4 Slope uncertainty calculation
- + C.3 Systematic errors
- C.3.1 Sources of error
- C.3.2 Systematic error
- C.3.3 Systematic fluctuations
- + C.4 Moving regression (MR) leakage rate
- C.4.1 General requirements for MR leakage rate
- C.4.2 Standard uncertainty of sampling
- C.4.3 95% confidence interval
- C.4.4 Differences in MR technique and cumulativ...
- + Annex D (informative)
- D.1 General
- D.2 Sample calculation
- + Annex E (informative)
- E.1 Objective
- + E.2 Prerequisites for extending ILRT intervals
- + E.2.1 Past performance
- E2.1.1 Historical trends
- E2.1.2 Trends over the next test interval
- + E.2.2 Testing program for containment component...
- E.2.3 Examination/inspection programs for the c...
- E.2.4 Aging Management
- + E.3 Supplemental ILRT
- E.3.1 Repeatability of supplemental ILRT
- E.3.2 General requirements of supplemental ILRT...
- E.3.3 Instrumentation for supplemental ILRT
- E.3.4 Supplemental ILRT procedure
- E.3.5 Supplemental ILRT reporting
- + E.4 Test interval rules
- E.4.1 General
- + E.4.2 Adverse trends
- E.4.2.1 Unsatisfactory results
- E.4.2.2 Adverse trends
- E.5 Declaration
- + Annex F (informative)
- + F.1 Objective
- F.1.1 General
- F.1.2 Purpose of Evaluation Using Instrumented ...
- F.1.3 Scope of Monitoring
- F.1.4 New build requirements for ungrouted tend...
- + F.2 General
- F.2.1 Program Requirements for Monitoring of Pr...
- F.2.2 Service considerations for instrumentatio...
- F.2.3 New build requirements for tendon tension...
- F.2.4 Instrumentation accuracy
- + F.3 Number and location of instruments
- F.3.1 Comparision of theoretical values
- F.3.2 Installation of Instrumentation for New B...
- F.3.3 Instrumentation Temperature Effects
- F.3.4 Instrumentation locations
- F.3.5 Number of Instruments
- + F.4 Measurement frequency
- F.4.1 ILRT measurement frequencies
- F.4.2 Monitoring of Time-Dependent Changes
- + F.5 Data analysis
- F.5.1 General Data Analysis Requirements
- F.5.2 Level 1 Data Analysis
- F.5.3 Level 2 Data Analysis
- + F.6 Acceptance criteria
- F.6.1 Pre-stressing losses
- F.6.2 Measurement non-conformances
1.1 General
This Standard provides requirements for in‑service examinations of concrete containment structures which includes, but is not limited to the following structural and non-structural elements:
a) concrete;
b) reinforcement (pre-stressed and non-pre-stressed);
c) steel (e.g., liner, embedded parts, anchors);
d) non-metallic liners and coating systems;
e) joint sealants and water stops; and
f) elements necessary to support containment structure (e.g. foundations).
Note: In-service examination and testing in accordance with this standard form an integral part of the overall aging management of concrete containment structure. CSA N287.8 defines requirements for aging management of concrete containment structure.
1.2 Integrated leakage rate tests (ILRTs)
This Standard also provides requirements for integrated leakage rate testing (ILRT) of the containment boundary.
1.3 Interface with CSA N285.5
In-service examination of containment system components designed in accordance with the CSA N285 series of Standards are beyond the scope of this Standard.
Note: CSA N285.5 provides requirements for periodic inspection of CANDU nuclear power plant containment components that are made of metallic or plastic materials and that form the containment boundary or are part of fluid handling systems that penetrate the containment structure.
1.4 Interface with other CSA N287 standards
This Standard is used in concert with the other standards of CSA N287 series, as applicable.
1.5 Terminology
In this Standard, “shall” is used to express a requirement, i.e., a provision that the user is obliged to satisfy in order to comply with the Standard; “should” is used to express a recommendation or that which is advised but not required; and “may” is used to express an option or that which is permissible within the limits of the Standard.
Notes accompanying clauses do not include requirements or alternative requirements; the purpose of a note accompanying a clause is to separate from the text explanatory or informative material.
Notes to tables and figures are considered part of the table or figure and may be written as requirements.
Annexes are designated normative (mandatory) or informative (non-mandatory) to define their application.
1.6 Use of shall consider and shall be considered
In this Standard, “shall be considered” or “shall consider” means that the user evaluates the impact and documents any decisions.
Note: Examples of decision outcomes can include no action, revised operating procedures, design features.
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