Document: NUREG-0800
Document ID: 092ec60a-d82b-4bb7-94c9-a5392118833e
Document Type: srp
Title: CONCRETE CONTAINMENT
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML0523/ML052340575.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3.8.1
CFR Part: 
CFR Title: 

Content:
estressing system. d. The liner plate. e. The liner plate anchors and associated hardware. f. The structural steel used for embedments such as beam seats and crane brackets. g. The corrosion-retarding compounds used for the prestressing tendons. The quality control program that is proposed for the fabrication and construc- tion of the containment is reviewed with emphasis on the'extent of compliance with Articles CC-4000 and CC-5000 of the Code, including the following: Examination of the materials including tests to determine the physical properties of concrete, reinforcing steel, mechanical splices, the liner plate and its anchors, and the prestressing system, if any; placement of concrete; and erection tolerances of the liner plate, reinforcement and prestressing system. Special, new or unique.construction techniques, if proposed, such as slip forming are, reviewed on a case-by-case basis to determine their effects on the structural integrity of the completed containment. 7. Testing and Inservice Surveillance Requirements The preoperational structural testing program for the completed containment and for individual components, such as personnel and equipment locks and hatches, is reviewed including the objectives of the test program and acceptance criteria, with emphasis on the extent of compliance with Article CC-3000 of the Code. Inservice surveillance programs such as the periodic surveillance and inspection of the prestressing tendons, if any, are also reviewed, including the applicable Technical Specifications, at the operating license stage. Special testing and inservice surveillance requirements proposed for new or previously untried design approaches are also reviewed on a case-by-case basis. 3.8.1-5 Rev. 1 - July 1981 SEB coordinates other branches evaluations that interface with structural engineering aspects of the review as follows: Determination of structures which are subject to quality assurance program in accordance with the require- ments of