3F0412-08, Relief Request (RR) 12-001-MX Revision 0, Approval to Use ASME Code Case N-791 for Containment Repair

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Relief Request (RR) #12-001-MX Revision 0, Approval to Use ASME Code Case N-791 for Containment Repair
ML12124A067
Person / Time
Site: Crystal River Duke Energy icon.png
Issue date: 04/30/2012
From: Wunderly B
Progress Energy Florida
To:
Document Control Desk, Office of Nuclear Reactor Regulation
References
3F0412-08
Download: ML12124A067 (4)


Text

Progress Energy Crystal River Nuclear Plant Docket No. 50-302 Operating License No. DPR-72 Ref: 10 CFR 50.55a April 30, 2012 3F0412-08 U.S. Nuclear Regulatory Commission Attn: Document Control Desk Washington, DC 20555-0001

Subject:

Crystal River Unit 3 - Relief Request (RR) #12-001-MX Revision 0, Approval to Use ASME Code Case N-791 for the Crystal River Unit 3 Containment Repair Ladies and Gentlemen:

Pursuant to 10 CFR 50.55a(a)(3)(i), Florida Power Corporation (FPC), doing business as Progress Energy Florida, Inc., hereby requests Nuclear Regulatory Commission (NRC) approval of the enclosed alternative to the original Construction Code and ASME Section III, Division 2, for the fourth 10-year interval of the Inservice Inspection Program. Relief Request (RR) #12-001-MX, Revision 0, requests approval to use ASME Code Case N-791, "Shear Screw and Sleeve Splices," as an option for reinforcement splicing for the Crystal River Unit 3 (CR-3) containment repair.

ASME Section Xl IWL, paragraph IWL-4230, "Reinforcing Steel," states, "Damagedreinforcing steel shall be corrected by any method permitted in the original Construction Code or in Section Ill, Division 2, with or without removal of the damaged reinforcement." During the CR-3 containment repair, FPC will select the most appropriate splice type for application from the original Construction Code, ASME Section III, Division 2, or apply ASME Code Case N-791.

This proposed alternative was discussed with the NRC NRR Project Manager for CR-3 during a telephone conference call on March 22, 2012. At that time, FPC communicated the intent to submit this relief request.

FPC requests approval of Relief Request #12-001-MX, Revision 0, by January 31, 2013.

This correspondence contains no new regulatory commitments.

If you have any questions regarding this submittal, please contact Mr. Dan Westcott, Superintendent, Licensing and Regulatory Programs at (352) 563-4796.

S ince rely Blair P. Wunderly Director-Engineering-Nuclear Crystal River Nuclear Plant BPW/scp

Enclosure:

Relief Request #12-001-MX, Revision 0 xc: NRR Project Manager Senior Resident Inspector Regional Administrator, Region II Progress Energy Florida, Inc.

Crystal River Nuclear Plant 15760 W. Power Line Street Crystal River, FL 34428

CRYSTAL RIVER UNIT 3 DOCKET NUMBER 50-302 / LICENSE NUMBER DPR-72 ENCLOSURE RELIEF REQUEST #12-001-MX, REVISION 0

U. S. Nuclear Regulatory Commission Enclosure 3F0412-08 Page 1 of 2 RELIEF REQUEST (RR) #12-001-MX, REVISION 0, APPROVAL TO USE ASME CODE CASE N-791 FOR THE CRYSTAL RIVER UNIT 3 CONTAINMENT REPAIR Proposed Alternative in Accordance with 10 CFR 50.55a(a)(3)(i)

--Alternative Provides Acceptable Level of Quality and Safety--

1. ASME Code Component Affected The affected component is the Crystal River Unit 3 (CR-3) containment. The containment is classified as structural Class I.
2. Applicable Code Edition and Addenda The applicable Code is American Society of Mechanical Engineers (ASME) Section Xl, 2001 Edition with Addenda through 2003 and ASME Section III, Division 2, for Concrete Containments, 2001 Edition with Addenda through 2003 by reference in paragraph IWL-4230.
3. Applicable Code Requirement IWL-4000 applies to Repair/Replacement Activities and is applicable to the CR-3 containment repair. IWL-4230, "Reinforcing Steel," states, "Damagedreinforcing steel shall be corrected by any method permitted in the original Construction Code or in Section III, Division 2, with or without removal of the damaged reinforcement." Therefore, by reference, ASME Section III, Division 2, is applicable to the CR-3 containment repair, and the request to apply ASME Code Case N-791 is consistent with the regulatory framework for CR-3.
4. Reason for Request During the course of the CR-3 containment repair, reinforcement will be repaired or replaced, and additional reinforcement will be installed. Reinforcement splicing will be used in accordance with methods permitted in the original Construction Code, American Concrete Institute (ACI) 318-63, "Building Code Requirements for Reinforced Concrete," ASME Section III, Division 2, or Code Case N-791 (once this alternative is approved). CR-3 will choose the reinforcement splicing method that is the most applicable to each specific installation situation.

Shear screw and sleeve splices have been demonstrated to be an effective alternative to the mechanical splice types in ASME Section III, Division 2, and will improve construction efficiency.

5. Proposed Alternative and Basis for Use The proposed alternative to the reinforcement installation methods contained in the original Construction Code and ASME Section III, Division 2, is to also use shear screw and sleeve splices in accordance with the provisions of ASME Code Case N-791, "ShearScrew and Sleeve Splices."

Shear screw and sleeve splices in reinforcing bar sizes #6 and #8 were approved for use in a License Amendment for the Sequoyah Nuclear Plant, Unit 1, for their concrete shield building dome (see Precedents information below). The test report submitted to the NRC in support of this amendment demonstrated that the Bar-Lock L-series shear screw and sleeve splice exceeded the ASME Code test requirements of ASME Section III, Division 2, CC-4333.2.3 for mechanical splices by a significant margin. This testing used the qualification criteria of ASME

U. S. Nuclear Regulatory Commission Enclosure 3F0412-08 Page 2 of 2 Section III, Division 2, CC-4333, "Mechanical Splices." The Safety Evaluation for this amendment, in part, stated:

"The licensee has tested more specimens than requiredby the ASME Code, which increases the confidence level for the acceptance of the Bar-Lock's assembly. The static and cyclic test methods and results have met the requirements of the Code.

The results of the additional tests of the 1000 cycles of loading and of the tensile test to failure after the 100 cycles of loading demonstrate that the assemblies exceed the ASME, Section Il/, Division 2, requirements for static and cyclic tests for mechanicalsplices."

Code Case N-791 was approved by ASME on September 20, 2010, and by the American Concrete Institute on October 23, 2010. The Code Case essentially duplicates the requirements of ASME Section III, Division 2, CC-4333 except in the specification of 'essential variables' and 'splicing procedures' where functional differences in mechanical splice types dictate changes in these parameters.

Two important distinctions exist between ASME Code Case N-791 and the License Amendment that was approved by the NRC for Sequoyah: 1) the Code Case applies to all bar sizes, and 2) the Code Case is not limited to approval of a specific splice by manufacturer and series.

Approval of the Code Case by the ASME Section III Committee and ACI indicates broad industry endorsement of the use of shear screw and sleeve splices for nuclear safety-related applications.

Florida Power Corporation (FPC) requests approval to use shear screw and sleeve splices in accordance with the provisions of Code Case N-791, "Shear Screw and Sleeve Splices," ASME Section III, Division 2, in addition to to the reinforcement installation methods contained in the original Construction Code and ASME Section III, Division 2. FPC has determined that use of the proposed alternative, in accordance with10 CFR 50.55a(a)(3)(i), provides an acceptable level of quality and safety.

6. Duration of Proposed Alternative The duration of the proposed alternative is through the end of the current interval. This will encompass the duration of the CR-3 containment repair.
7. Precedents No requests for approval to use ASME Code Case N-791 have been identified. However, two sizes of this type of splice were approved by the NRC for use at the Sequoyah Nuclear Plant, Unit 1, Docket 05000327, by letter dated April 24, 2003, TAC No. MB8056, Accession No. ML031140078.
8. References None.