Document: NUREG-0800
Document ID: 6bbbeb6a-491e-419f-8068-10f54f8bee3a
Document Type: srp
Title: -
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML1235/ML12353A365.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3.8.1
CFR Part: 
CFR Title: 

Content:
the acceptability of the material. Similarly, the reviewer evaluates any new quality control programs or construction techniques to ensure that there will be no degradation of structural quality that might affect the structural integrity of the containment, the liner plate, and its anchorage system. 7. Testing and Inservice Surveillance Requirements. The reviewer examines the initial structural overpressure test program and compares it with that indicated as acceptable in Subsection II.7 of this SRP section. Proposed deviations are considered on a case- by-case basis. The review of inservice surveillance programs, including those for the prestressing tendons, if any, as presented in the technical specifications of the operating license, proceeds in a similar manner. These surveillance programs include preservice and inservice inspection in accordance with Subsection XI of the ASME Code, supplemental requirements of 10 CFR 50.55a, and RGs identified in Subsection II.7 of this SRP section for any prestressing tendons. The reviewer evaluates the information related to preoperational and inservice integrated leak-rate tests of containment in accordance with SRP Section 6.2.6. The reviewer evaluates any special design provisions (e.g., providing sufficient physical access, providing alternative means for identification of conditions in inaccessible areas that can lead to degradation, remote visual monitoring of high-radiation areas) to accommodate inservice inspection of containments on a case-by-case basis. 8. For review of a DC application, the reviewer should follow the above procedures to verify that the design, including requirements and restrictions (e.g., interface requirements and