SummaryIn recent years, operating experience (OE) has shown that Alloy 82/182/600 materials used in reactor coolant system (RCS) pressure boundaries of pressurized water reactors (PWRs) are susceptible to primary water stress corrosion cracking (PWSCC). Cracking can initiate at the inside surface of these materials, in part, because of tensile residual stresses introduced by welding. These materials are present in piping systems that were approved by the NRC for leak-before-break (LBB) analyses before PWSCC was found in RCS dissimilar metal butt welds. The identification of PWSCC led to concerns regarding the potential effect of this degradation on existing LBB analyses.In response to these concerns, RES initiated a program entitled, "PWSCC in Leak-Before-Break Systems," and a follow-on program entitled, "Degradation in Extremely Low Probability of Rupture (xLPR) Systems." Under these programs, Pacific Northwest National Laboratory (PNNL) is assessing the various strategies being used by industry to manage potential or existing PWSCC in susceptible welds in piping systems approved for LBB.The commercial nuclear power industry has implemented strategies to manage PWSCC at Alloy 82/182 dissimilar metal welds (DMW) in PWRs. One general strategy consists of management by a combination of mitigation plus inspection, where several mitigation techniques have been used by industry. The other general strategy is to manage potential PWSCC by inspection alone.At the request of the NRC, ASME developed Code Case N-770-1, which provides inspection requirements to address PWSCC in Class 1 butt welds containing Alloy 82/182. Code Case N-770-1 has requirements for inspection of unmitigated as well as mitigated Alloy 82/182 RCS butt welds. As such, specific inspection requirements for welds mitigated by weld overlays (WOLs), the subject of this TLR, are contained in the Code Case. The NRC incorporated ASME Code Case N-770-1 by reference into §50.55a (76 FR 36232, p. 36278) in June 2011.This TLR provides an assessment of weld overlays as a mitigation strategy, and includes an assessment of the WOL-related inspection requirements of Code Case N-770-1, as conditioned in §50.55a.There are two types of weld overlays-full structural weld overlays (FSWOLs), which have a minimum thickness of one-third the pipe wall thickness, and optimized weld overlays (OWOLs), which have different design requirements and result in less applied weld overlay metal. Depending upon the weld geometry, fabrication practices, and the presence of a nearby safe end-to-pipe weld, Alloy 82/182 piping butt welds may have tensile residual axial and hoop stresses within a zone near the inside surface of the weld. This tensile zone contributes to the susceptibility of Alloy 82/182 to PWSCC. Weld overlays convert tensile residual stresses in inner diameter regions of these welds, to zones of compressive residual stresses, or substantially reduced tensile residual stresses.In performing this assessment, PNNL considered operating experience with weld overlays and a numb...