Document: NUREG-0800
Document ID: 0f097ac2-b7b1-437d-a055-1546a9094ef6
Document Type: srp
Title: CONCRETE CONTAINMENT
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML1006/ML100620888.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3.8.1
CFR Part: 
CFR Title: 

Content:
ns and at some localized points on the structure, the reviewer evaluates the justification provided to show that the structural integrity of the containment will not be affected. 6. Materials, Quality Control, and Special Construction Techniques. The reviewer evaluates the information provided on materials, quality control programs, and special construction techniques, if any, and compares to ensure that it meets the acceptance criteria referenced in Subsection II.6 of this SRP section. If the applicant is utilizing a material not used in previously licensed applications, the applicant needs to provide sufficient test and user data to establish 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. 3.8.1-24 Revision 3 - May 2010 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