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ASME BPVC XI 1 2019

ASME BPVC XI 1 2019

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ASME BPVC – XI – 1 -2019 BPVC Section XI-Rules for Inservice Inspection of Nuclear Power Plant Components, Division 1, Rules for Inspection and Testing of Components of Light-Water-Cooled Plants

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ASME 2019 747
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Provides requirements to maintain the nuclear power plant while in operation and to return the plant to service following plant outages. The rules require a mandatory program to evidence adequate safety and manage deterioration and aging effects. The rules also stipulate duties of the Authorized Nuclear Inservice Inspector to verify that the mandatory program has been completed, permitting the plant to return to service in a safe and expeditious manner. Application of this Section begins when the requirements of the construction code have been satisfied. DIVISION 1 This Division provides rules for the examination, inspection, and testing; NDE methods, qualifications, and requirements; evaluation and acceptance standards for flaws, defects, and relevant conditions; repair/replacement processes and correction actions/measures in light water cooled nuclear power plants.

PDF Catalog

PDF Pages PDF Title
73 IWA-1600-1 Referenced Standards and Specifications
77 IWA-2211-1 Visual Examinations
80 IWA-2322-1 Near‐Distance Acuity Test Distances and Character Heights
82 IWA-2324-1 Practical Examination NDE Techniques
86 IWA-3310-1 Surface Planar Flaws Oriented in Plane Normal to Pressure-Retaining Surface
88 IWA-3320-1 Subsurface Planar Flaws Oriented in Plane Normal to Pressure-Retaining Surface
89 IWA-3320-2 Successive Examination Surface Proximity Rule for Class 1 and Class 2 Vessels
90 IWA-3330-1 Multiple Planar Flaws Oriented in Plane Normal to Pressure-Retaining Surface
91 IWA-3340-1 Nonplanar Elliptical Subsurface Flaws
92 IWA-3350-1 Parallel Planar Flaws
93 IWA-3360-1 Laminar Flaws
94 IWA-3380-1 Nonaligned Coplanar Flaws in Plane Normal to Pressure-Retaining Surface
95 IWA-3390-1 Multiple Aligned Planar Flaws (1/2 in. = 13 mm)
96 IWA-3400-1 Linear Surface Flaws
109 IWA-4461.1-1 Minimum Preheat Temperature, °F (°C)
116 IWA-4662.1-1 Depth Limitations for Underwater Welding Qualification
117 IWA-4663.1-1 Carbon Equivalency Calculation
IWA-4662.1-2 Procedure and Performance Qualification — Position Limitations
124 IWA-4712.2-1 Examples of Extension and Recess of Tube and Plug
143 IWB-2411-1 Inspection Program
148 IWB-2500-1 (B-A) Examination Category B-A, Pressure-Retaining Welds in Reactor Vessel
149 IWB-2500-1 (B-B) Examination Category B-B, Pressure-Retaining Welds in Vessels Other Than Reactor Vessels
151 IWB-2500-1 (B-D) Examination Category B-D, Full Penetration Welded Nozzles in Vessels
152 IWB-2500-1 (B-F) Examination Category B-F, Pressure-Retaining Dissimilar Metal Welds in Vessel Nozzles
154 IWB-2500-1 (B-G-1) Examination Category B-G-1, Pressure-Retaining Bolting, Greater Than 2 in. (50 mm) in Diameter
157 IWB-2500-1 (B-G-2) Examination Category B-G-2, Pressure-Retaining Bolting, 2 in. (50 mm) and Less in Diameter
158 IWB-2500-1 (B-J) Examination Category B-J, Pressure-Retaining Welds in Piping
160 IWB-2500-1 (B-K) Examination Category B-K, Welded Attachments for Vessels, Piping, Pumps, and Valves
162 IWB-2500-1 (B-L-2, B-M-2) Examination Categories B-L-2, Pump Casings; B-M-2, Valve Bodies
163 IWB-2500-1 (B-N-1, B-N-2, B-N-3) Examination Categories B-N-1, Interior of Reactor Vessel; B-N-2, Welded Core Support Structures and Interior Attachments to Reactor Vessels; B-N-3, Removable Core Support Structures
164 IWB-2500-1 (B-O) Examination Category B-O, Pressure-Retaining Welds in Control Rod Drive and Instrument Nozzle Housings
165 IWB-2500-1 (B-P) Examination Category B-P, All Pressure-Retaining Components
166 IWB-2500-1 (B-Q) Examination Category B-Q, Steam Generator Tubing
167 IWB-2500-1 Vessel Shell Circumferential Weld Joints
168 IWB-2500-2 Vessel Shell Longitudinal Weld Joints
169 IWB-2500-3 Spherical Vessel Head Circumferential and Meridional Weld Joints
170 IWB-2500-4 Shell‐to‐Flange Weld Joint
171 IWB-2500-5 Head‐to‐Flange Weld Joint
172 IWB-2500-6 Typical Tubesheet‐to‐Head Weld Joints
173 IWB-2500-7(a) Nozzle in Shell or Head
174 IWB-2500-7(b) Nozzle in Shell or Head
175 IWB-2500-7(c) Nozzle in Shell or Head
176 IWB-2500-7(d) Nozzle in Shell or Head
177 IWB-2500-8 Similar and Dissimilar Metal Welds in Components, Nozzles, and Piping
180 IWB-2500-9 Pipe Branch Connection
181 IWB-2500-10 Pipe Branch Connection
182 IWB-2500-11 Pipe Branch Connection
183 IWB-2500-12(a) Stud and Threads in Flange Stud Hole
184 IWB-2500-12(b) Pressure-Retaining Bolts
185 IWB-2500-12(c) Pressure-Retaining Bolts
186 IWB-2500-13 Welded Attachment
187 IWB-2500-14 Welded Attachment
188 IWB-2500-15 Welded Attachment
189 IWB-2500-18 Control Rod Drive and Instrument Nozzle Housing Welds
190 IWB-2500-20 Extent of Weld Examination
194 IWB-3410-1 Acceptance Standards
195 IWB-3510-1 Allowable Planar Flaws
IWB-3510-2 Allowable Laminar Flaws
196 IWB-3510-3 Allowable Linear Flaws
197 IWB-3512-1 Allowable Planar Flaws
IWB-3512-2 Component Thickness Versus Flaw Location
199 IWB-3514-1 Allowable Planar Flaws
200 IWB-3514-2 Allowable Linear Flaws
IWB-3514-3 Allowable Laminar Flaws
201 IWB-3514-4 Allowable Linear Flaws
IWB-3515-1 Allowable Planar Flaws
203 IWB-3519.2-1 Allowable Planar Flaws
204 IWB-3519.2-2 Allowable Planar Flaws
206 IWB-3610-1 Characterization and Proximity Rules for Analytical Evaluation of Clad Components
208 IWB-3662-1 Definition of Circumferential Orientation for Flaw Characterization
209 IWB-3663-1 Reactor Vessel Head Penetration Nozzle Acceptance Criteria
210 IWB-5230-1 Test Pressure
214 IWC-2411-1 Inspection Program
218 IWC-2500-1 (C-A) Examination Category C-A, Pressure-Retaining Welds in Pressure Vessels
219 IWC-2500-1 (C-B) Examination Category C-B, Pressure-Retaining Nozzle Welds in Pressure Vessels
220 IWC-2500-1 (C-C) Examination Category C-C, Welded Attachments for Pressure Vessels , Piping, Pumps, and Valves
221 IWC-2500-1 (C-D) Examination Category C-D, Pressure-Retaining Bolting Greater Than 2 in. (50 mm) in Diameter
222 IWC-2500-1 (C-F-1) Examination Category C-F-1, Pressure-Retaining Welds in Austenitic Stainless Steel or High Alloy Piping
223 IWC-2500-1 (C-F-2) Examination Category C-F-2, Pressure-Retaining Welds in Carbon or Low Alloy Steel Piping
225 IWC-2500-1 (C-H) Examination Category C-H, All Pressure-Retaining Components
226 IWC-2500-1 Vessel Circumferential Welds
227 IWC-2500-2 Typical Tubesheet‐to‐Shell Circumferential Welds
228 IWC-2500-3 Nozzle‐to‐Vessel Welds
229 IWC-2500-4 Nozzle‐to‐Vessel Welds
233 IWC-2500-5 Welded Attachments
234 IWC-2500-6(a) Pressure-Retaining Bolting
235 IWC-2500-6(b) Pressure-Retaining Bolting
236 IWC-2500-6(c) Pressure-Retaining Bolting
237 IWC-2500-7 Welds in Piping
239 IWC-2500-9 Branch Connection Welds
240 IWC-2500-10 Pipe Branch Connection
241 IWC-2500-11 Pipe Branch Connection
242 IWC-2500-12 Pipe Branch Connection
243 IWC-2500-13 Pipe Branch Connection
246 IWC-3410-1 Acceptance Standards
247 IWC-3510-1 Allowable Planar Flaws
IWC-3510-2 Allowable Laminar Flaws
248 IWC-3510-3 Allowable Linear Flaws
249 IWC-3511-1 Allowable Planar Flaws
IWC-3511-2 Allowable Linear Flaws
250 IWC-3513-1 Allowable Planar Flaws
252 IWC-3514-1 Allowable Planar Flaws
257 IWD-2411-1 Inspection Program
260 IWD-2500-1 (D-A) Examination Category D-A, Welded Attachments for Pressure Vessels , Piping, Pumps, and Valves
261 IWD-2500-1 (D-B) Examination Category D-B, All Pressure-Retaining Components
262 IWD-2500-1 Welded Attachments
264 IWD-3410-1 Acceptance Standards
272 IWE-2411-1 Inspection Program
274 IWE-2500-1 (E-A) Examination Category E-A, Containment Surfaces
276 IWE-2500-1 (E-C) Examination Category E-C, Containment Surfaces Requiring Augmented Examination
277 IWE-2500-1 (E-G) Examination Category E-G, Pressure-Retaining Bolting
278 IWE-2500-1 Examination Areas for Moisture Barriers
285 IWF-1300-1 Illustrations of Typical Support Examination Boundaries
287 IWF-2410-1 Inspection Program
290 IWF-2500-1 (F-A) Examination Category F-A, Supports
297 IWL-2500-1 (L-A) Examination Category L‐A, Concrete
298 IWL-2500-1 (L-B) Examination Category L‐B, Unbound Post-Tensioning System
300 IWL-2521-1 Number of Tendons for Examination
301 IWL-2521-2 Augmented Examination Requirements Following Post‐Tensioning System Repair/Replacement Activities
303 IWL-2525-1 Corrosion Protection Medium Analysis
310 I-2000-1 Required Supplements
313 I-3200-1 Ferritic, Austenitic, or Dissimilar Metal Weld
316 I-S4 Alternative Calibration Block
320 NIS-2 Owner’s Repair/Replacement Certification Record
321 II-1 Guide for Completing Form NIS-2
322 OAR-1 Owner’s Activity Report
324 II-2 Guide for Completing Form OAR-1
326 III-2120-1 Maximum Nominal Search Unit Sizes
330 III-3430-1 Allowable Notch Configurations
331 III-3430-1 Surface Notch Depths for Ultrasonic Calibration
332 III-3430-2 Recommended Design for Basic Calibration Blocks
339 IV-3110-1
343 2.3.2-1 Instrument Linearity
347 3.2.2-1 Detection Performance Criteria for Open (Nonblind) Procedure Demonstration
348 3.3-1 Eddy Current Blind Test Detection and False Call Criteria
349 IV Supplement A Data Acquisition Procedure Specification
350 IV Supplement B Data Analysis Procedure Specification
360 VII-4110-1 Required Experience for Initial Certification for Ultrasonic Examination (Hours)
361 VII-4220-1 Initial Training Hours (Classroom/Laboratory)
369 VIII-3110-1 Component Qualification Supplements
375 VIII-S1-1A System Configuration
376 VIII-S1-1B Test Configuration
377 VIII-S1-2A Frequency Response Curve
378 VIII-S2-1 Performance Demonstration Detection Test Acceptance Criteria
379 VIII-S4-1 Personnel Detection Test Acceptance Criteria
381 VIII-S5-1 Misorientation Angle
382 VIII-S5-2 Flaw Distribution Zones
384 VIII-S6-1 Detection and Sizing Test Flaws and Locations
385 VIII-S6-1 Definition of Statistical Parameters
387 VIII-S8-1 Maximum Notch Dimensions
390 VIII-S10-1 Personnel Performance Demonstration Detection Test Acceptance Criteria
396 X-1 Standard Units for Use in Equations
404 A-3100-1 Elliptical Flaw Models
405 A-3210-1 Definition of x Distance Through the Wall for the Surface Flaws
406 A-3210-2 Definition of x Distance for the Subsurface Flaw Stress Definition
407 A-3210-3 Linearization of Stress Versus Distance Through the Wall
415 A-3530-1 Cylindrical Flaw Geometry
A-3531-1 360-deg Inside Surface Flaw Geometry
416 A-3531-1 Coefficients for 360-deg Circumferential Inside Surface Flaw Equation
420 A-3532-1 Coefficients for Semielliptical Circumferential Inside Surface Flaw Equations, Deepest Point (Point 1)
421 A-3532-2 Coefficients for Semielliptical Circumferential Inside Surface Flaw Equations, Surface Point (Point 2)
422 A-3540-1 Cylindrical Semielliptical Outside Surface Flaw Geometry
423 A-3541-1 360-deg Outside Surface Flaw Geometry
424 A-3541-1 Coefficients for 360-deg Circumferential Outside Surface Flaw Equation
428 A-3542-1 Coefficients for Semielliptical Circumferential Outside Surface Flaw Equations, Deepest Point (Point 1)
429 A-3542-2 Coefficients for Semielliptical Circumferential Outside Surface Flaw Equations, Surface Point (Point 2)
430 A-3550-1 Axial Inside Surface Flaw in a Cylinder
431 A-3551-1 Axial Inside Surface Flaw With a/ℓ = 0 in a Cylinder
441 A-3560-1 Axial Outside Surface Flaw in a Cylinder
442 A-3561-1 Axial Outside Surface Flaw With a/ℓ = 0 in a Cylinder
453 A-3610-1 Coefficients G0 Through G4 for Subsurface Crack With Flaw Aspect Ratio, a/ℓ = 0.0
455 A-3610-2 Coefficients G0 Through G4 for Subsurface Crack With Flaw Aspect Ratio, a/ℓ = 0.1
457 A-3610-3 Coefficients G0 Through G4 for Subsurface Crack With Flaw Aspect Ratio, a/ℓ = 0.2
459 A-3610-4 Coefficients G0 Through G4 for Subsurface Crack With Flaw Aspect Ratio, a/ℓ = 0.3
461 A-3610-5 Coefficients G0 Through G4 for Subsurface Crack With Flaw Aspect Ratio, a/ℓ = 0.4
463 A-3610-6 Coefficients G0 Through G4 for Subsurface Crack With Flaw Aspect Ratio, a/ℓ = 0.5
464 A-3620-1 Coefficients G0 Through G4 for Flat Plate Surface Crack With Flaw Aspect Ratio, a/ℓ = 0.0
465 A-3620-2 Coefficients G0 Through G4 for Flat Plate Surface Crack at Point 1
467 A-3620-3 Coefficients G0 Through G4 for Flat Plate Surface Crack at Point 2
469 A-3630-1 Coefficients Gi for Circumferential Semielliptical Inside Surface Flaw (Ri/t = 1), Deepest Point (Point 1)
470 A-3630-2 Coefficients Gi for Circumferential Semielliptical Inside Surface Flaw (Ri/t = 1), Surface Point (Point 2)
471 A-3630-3 Coefficients Gi for Circumferential Semielliptical Inside Surface Flaw (Ri/t = 5), Deepest Point (Point 1)
472 A-3630-4 Coefficients Gi for Circumferential Semielliptical Inside Surface Flaw (Ri/t = 5), Surface Point (Point 2)
473 A-3630-5 Coefficients Gi for Circumferential Semielliptical Inside Surface Flaw (Ri/t = 10), Deepest Point (Point 1)
474 A-3630-6 Coefficients Gi for Circumferential Semielliptical Inside Surface Flaw (Ri/t = 10), Surface Point (Point 2)
475 A-3630-7 Coefficients Gi for Circumferential Semielliptical Inside Surface Flaw (Ri/t = 20), Deepest Point (Point 1)
476 A-3630-8 Coefficients Gi for Circumferential Semielliptical Inside Surface Flaw (Ri/t = 20), Surface Point (Point 2)
477 A-3640-1 Coefficients Gi for Circumferential Semielliptical Outside Surface Flaw (Ri/t = 1), Deepest Point (Point 1)
478 A-3640-2 Coefficients Gi for Circumferential Semielliptical Outside Surface Flaw (Ri/t = 1), Surface Point (Point 2)
479 A-3640-3 Coefficients Gi for Circumferential Semielliptical Outside Surface Flaw (Ri/t = 5), Deepest Point (Point 1)
480 A-3640-4 Coefficients Gi for Circumferential Semielliptical Outside Surface Flaw (Ri/t = 5), Surface Point (Point 2)
481 A-3640-5 Coefficients Gi for Circumferential Semielliptical Outside Surface Flaw (Ri/t = 10), Deepest Point (Point 1)
482 A-3640-6 Coefficients Gi for Circumferential Semielliptical Outside Surface Flaw (Ri/t = 10), Surface Point (Point 2)
483 A-3640-7 Coefficients Gifor Circumferential Semielliptical Outside Surface Flaw (Ri/t = 20), Deepest Point (Point 1)
484 A-3640-8 Coefficients Gi for Circumferential Semielliptical Outside Surface Flaw (Ri/t = 20), Surface Point (Point 2)
485 A-3650-1 Coefficients Gi for Axial Semielliptical Inside Surface Flaw (Ri/t = 1), Deepest Point (Point 1)
486 A-3650-2 Coefficients Gi for Axial Semielliptical Inside Surface Flaw (Ri/t = 1), Surface Point (Point 2)
487 A-3650-3 Coefficients Gi for Axial Semielliptical Inside Surface Flaw (Ri/t = 5), Deepest Point (Point 1)
488 A-3650-4 Coefficients Gi for Axial Semielliptical Inside Surface Flaw (Ri/t = 5), Surface Point (Point 2)
489 A-3650-5 Coefficients Gi for Axial Semielliptical Inside Surface Flaw (Ri/t = 10), Deepest Point (Point 1)
490 A-3650-6 Coefficients Gi for Axial Semielliptical Inside Surface Flaw (Ri/t = 10), Surface Point (Point 2)
491 A-3650-7 Coefficients Gi for Axial Semielliptical Inside Surface Flaw (Ri/t = 20), Deepest Point (Point 1)
492 A-3650-8 Coefficients Gi for Axial Semielliptical Inside Surface Flaw (Ri/t = 20), Surface Point (Point 2)
493 A-3660-1 Coefficients Gi for Axial Semielliptical Outside Surface Flaw (Ri/t = 1), Deepest Point (Point 1)
494 A-3660-2 Coefficients Gi for Axial Semielliptical Outside Surface Flaw (Ri/t = 1), Surface Point (Point 2)
495 A-3660-3 Coefficients Gi for Axial Semielliptical Outside Surface Flaw (Ri/t = 5), Deepest Point (Point 1)
496 A-3660-4 Coefficients Gi for Axial Semielliptical Outside Surface Flaw (Ri/t = 5), Surface Point (Point 2)
497 A-3660-5 Coefficients Gi for Axial Semielliptical Outside Surface Flaw (Ri/t = 10), Deepest Point (Point 1)
498 A-3660-6 Coefficients Gi for Axial Semielliptical Outside Surface Flaw (Ri/t = 10), Surface Point (Point 2)
499 A-3660-7 Coefficients Gi for Axial Semielliptical Outside Surface Flaw (Ri/t = 20), Deepest Point (Point 1)
500 A-3660-8 Coefficients Gi for Axial Semielliptical Outside Surface Flaw (Ri/t = 20), Surface Point (Point 2)
502 A-4200-1 Materials With Specified Minimum Yield Strength Greater Than 50 ksi (350 MPa) But Not Exceeding 90 ksi (620 MPa) Permitted to Use Figure A-4200-1 (Figure A-4200-1M)
505 A-4200-1 Lower Bound KIa and KIc for Carbon and Low Alloy Steels
506 A-4200-1M Lower Bound KIa and KIc for Carbon and Low Alloy Steels
507 A-4300-1 Reference Fatigue Crack Growth Curves for Carbon and Low Alloy Ferritic Steels Exposed to Air Environments (Subsurface Flaws)
508 A-4300-1M Reference Fatigue Crack Growth Curves for Carbon and Low Alloy Ferritic Steels Exposed to Air Environments (Subsurface Flaws)
509 A-4300-2 Reference Fatigue Crack Growth Curves for Carbon and Low Alloy Ferritic Steels Exposed to Water Environments
510 A-4300-2M Reference Fatigue Crack Growth Curves for Carbon and Low Alloy Ferritic Steels Exposed to Water Environments
514 A-5400-1 Determination of Critical Flaw Sizes for Postulated Conditions
519 C-1100-1 Weld Material–Base Material Interface Definition for Flaw Location
523 C-2200-1 Flaw Characterization — Circumferential Flaws
524 C-2200-2 Flaw Characterization — Axial Flaws
525 C-2400-1 Flaw Characterization — Skewed Axial Flaws Projected Into Axial Plane
526 C-2400-2 Flaw Characterization — Skewed Circumferential Flaws Projected Into Circumferential Plane
527 C-2400-3 Flaw Characterization — Compound Skewed Flaw Projected Into Circumferential and Axial Planes
536 C-4210-1 Flowchart for Selecting Analysis Method for Austenitic Piping
537 C-4220-1 Flowchart for Selecting Analysis Method for Ferritic Piping
538 C-4310-1 Circumferential Surface Flaw Geometry
C-4310-2 Axial Surface Flaw Geometry
539 C-4310-3 Circumferential Subsurface Flaw Geometry
C-4310-4 Axial Subsurface Flaw Geometry
540 C-4310-5 Semielliptical Circumferential Inside Surface Flaw Geometry
545 C-5200-1 Flowchart for Allowable Flaw Size Determination for Fully Plastic Fracture Using Limit Load Method
546 C-5310-1 Allowable End‐of‐Evaluation‐Period Flaw Depth‐to‐Thickness Ratio for Circumferential Flaws — Service Level A Conditions
547 C-5310-2 Allowable End‐of‐Evaluation‐Period Flaw Depth‐to‐Thickness Ratio for Circumferential Flaws — Service Level B Conditions
548 C-5310-3 Allowable End‐of‐Evaluation‐Period Flaw Depth‐to‐Thickness Ratio for Circumferential Flaws — Service Level C Conditions
549 C-5310-4 Allowable End‐of‐Evaluation‐Period Flaw Depth‐to‐Thickness Ratio for Circumferential Flaws — Service Level D Conditions
550 C-5310-5 Allowable End‐of‐Evaluation‐Period Flaw Depth‐to‐Thickness Ratio for Circumferential Flaws — Pure Membrane Stress
551 C-5410-1 Allowable End‐of‐Evaluation‐Period Flaw Depth‐to‐Thickness Ratio for Axial Flaws
558 C-6200-1 Flowchart for Allowable Flaw Size Determination for Ductile Fracture Using EPFM Method
559 C-6330-1 Load Multipliers for Ferritic Steel Base Metals, Weldments, and CF8M or Equivalent Chemical Composition Cast Product
C-6330-2 Load Multipliers for Ferritic Steel Base Metals and Weldments for User‐Specified Data
561 C-6330-2M Load Multipliers for Ferritic Steel Base Metals and Weldments for User‐Specified Data
562 C-6430-1 Coefficients Cn of Z0 Equation for Z-Factor Based on Fracture Toughness, JIc
566 C-7200-1 Flowchart for Allowable Flaw Size Determination for Nonductile Fracture Using LEFM Methods
573 C-8321-1 Material Properties for Ferritic Steel Base Metals and Weldments — Circumferential Flaws
C-8321-2 Temperature for Onset of Upper-Shelf Behavior for Axial and Circumferential Flaws in Ferritic Steel Base Metals and Weldments
574 C-8322-1 Material Properties for Ferritic Steel Base Metals and Weldments — Axial Flaws
575 C-8410-1 Reference Fatigue Crack Growth Curves for Austenitic Stainless Steels in Air Environments
576 C-8410-1M Reference Fatigue Crack Growth Curves for Austenitic Stainless Steels in Air Environments
577 C-8410-2 Reference Fatigue Crack Growth Rate Curves for Alloy 600 at 608°F
578 C-8410-2M Reference Fatigue Crack Growth Rate Curves for Alloy 600 at 320°C
579 C-8510-1 Constants for SCC Model for PWR Environment (U.S. Customary Units)
C-8510-1M Constants for SCC Model for PWR Environment (SI Units)
580 C-8510-1 SCC Curves for Alloy 600, 82, 182, and 132 in PWR Environment at 617°F
581 C-8510-1M SCC Curves for Alloy 600, 82, 182, and 132 in PWR Environment at 325°C
582 C-8510-2 SCC Curves for Alloy 600, 182, and 132 in BWR Environment
583 C-8510-2M SCC Curves for Alloy 600, 182, and 132 in BWR Environment
C-8520-1 BWR SCC Growth Rate Parameters (U.S. Customary Units)
584 C-8520-1 IGSCC Reference Curves for Austenitic Stainless Steel in BWR Environments
C-8520-1M BWR SCC Growth Rate Parameters (SI Units)
585 C-8520-1M IGSCC Reference Curves for Austenitic Stainless Steel in BWR Environments
588 E-1 Maximum Allowable Pressure as a Function of Tc − RTNDT for Isothermal Pressure Transients [ΔTc/Δt < 10°F/hr (5.5°C/h)] for Design Pressures Greater Than 2,400 psig (16.5 MPa)
E-2 Input for Plant and Event Specific Linear Elastic Fracture Mechanics Analytical Evaluation
591 G-2110-1 Materials With Specified Minimum Yield Strength Greater Than 50 ksi (350 MPa) But Not Exceeding 90 ksi (620 MPa) Permitted to Use Figure G-2210-1 (Figure G-2210-1M)
601 G-2210-1 Reference Critical Stress Intensity Factor for Material
602 G-2210-1M Reference Critical Stress Intensity Factor for Material
603 G-2214-1 Mt vs. Wall Thickness for Postulated Inside Surface Reference Flaws
604 G-2214-1M Mt vs. Wall Thickness for Postulated Inside Surface Reference Flaws
605 G-2214-2 Through-Wall Temperature Difference vs. Wall Depth for Heatup or Cooldown
606 G-2223-1 Postulated Nozzle Corner Defect
618 H-4300-1 Failure Assessment Diagram for Ferritic Piping
H-4200-1 Specified Structural Factors for Circumferential Flaws
H-4200-2 Specified Structural Factors for Axial Flaws
619 H-4300-2 Failure Assessment Diagram for Austenitic Piping
H-4400-1 Circumferential Flaw Geometry
620 H-4400-2 Axial Flaw Geometry
622 J-1000-1 Decision Tree
638 K-4310-1 Comparison of the Slopes of the Applied J‐Integral Curve and the J‐R Curve
K-4320-1 Failure Assessment Diagram for the One‐Quarter Wall Thickness Flaw
639 K-4320-1 Coordinates of the Failure Assessment Diagram Curves of Figure K-4320-1
640 K-4330-1 Illustration of the J‐Integral/Tearing Modulus Procedure
646 L-3110-1 Flowchart for Flaw Tolerance Analytical Evaluation
647 L-3210-1 Ferritic Piping Postulated Equivalent Single Crack Aspect Ratios (a/ℓ)
L-3210-2 Austenitic Piping Postulated Equivalent Single Crack Aspect Ratios (a/ℓ)
649 L-3420-1 Successive Inspection Schedule
654 N-1000-1 Selected Personnel Qualification Requirements From Referenced Sources
659 O-2200-1 Flaw Characterization — Circumferential Flaws
660 O-2200-2 Flaw Characterization — Axial Flaws
669 Q-4100-1 Examination Volume
670 Q-4300-1 Preservice and Inservice Examination Volume
672 R-1320-1 PRA Technical Adequacy Requirements
675 R-2500-1 Examination Category R‐A, Risk‐Informed Piping Examinations
677 R-2500-1 Socket Welds
684 R-S1-1 Overview Risk‐Informed Selection Process
687 R-S1-1 Definition of Failure Probability Estimates for Pipe Segments
689 R-S1-2 Structural Element Selection Matrix
690 R-S1-2 Estimates for Piping Leak Frequencies
698 R-S2-1 Risk Evaluation Process
699 R-S2-1 Degradation Mechanisms
700 R-S2-2 Degradation Mechanism Category
701 R-S2-3 Consequence Categories for Initiating Event Impact of Group
R-S2-4 Quantitative Indices for Consequence Categories
702 R-S2-5 Guidelines for Assigning Consequence Categories to Failures Resulting in System or Train Loss
R-S2-6 Consequence Categories for Combination Impact Group
703 R-S2-7 Consequence Categories for Pipe Failures Resulting in Increased Potential for an Unisolated Loca Outside of Containment
R-S2-8 Risk Matrix
709 RRA-1 Report of Contracted Repair/Replacement Activity
711 T-1 Guide for Completing Form RRA-1
718 U-S1-4.2.1-1 Through-Wall Flaw Geometry
719 U-S1-4.2.2-1 Separation Requirements for Adjacent Thinned Areas
720 U-S1-4.2.2-2 Illustration of Nonplanar Flaw Due to Wall Thinning
721 U-S1-4.2.2-3 Allowable Wall Thickness and Length of Locally Thinned Area
722 U-S1-4.2.2-4 Illustration of Through-wall Nonplanar Flaw Due to Wall Thinning
723 U-S1-4.2.2-5 Illustration of Adjusted Wall Thickness and Equivalent Hole Diameters
724 U-S1-4.2.3-1 Flaw Growth Rate for IGSCC in Austenitic Piping
725 U-S1-4.2.3-2 Flaw Growth Rate for TGSCC in Austenitic Piping
731 U-S2-2.1 Overall Methodology
732 U-S2-2.2-1 Illustration of Nonplanar Part-Through-Wall Degradation Due to Wall Thinning
733 U-S2-2.2-2 Illustration of Nonplanar Through-Wall Degradation Due to Wall Thinning
734 U-S2-4.3-1 Allowable Wall Thickness and Length of Locally Thinned Area
737 W-3200-1 Stress Limits for Design and Service Loadings

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