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| issue date = 12/02/2016 | | issue date = 12/02/2016 | ||
| title = ATC Nuclear - Part 21 - Pawl Fasteners Failed to Provide Sufficient Structural Support | | title = ATC Nuclear - Part 21 - Pawl Fasteners Failed to Provide Sufficient Structural Support | ||
| author name = Chalifoux R | | author name = Chalifoux R | ||
| author affiliation = ATC Nuclear | | author affiliation = ATC Nuclear | ||
| addressee name = | | addressee name = | ||
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=Text= | =Text= | ||
{{#Wiki_filter:1210212016 U.S. Nuclear Regulatory Commission | {{#Wiki_filter:1210212016 U.S. Nuclear Regulatory Commission Oper_at_io_n_s_C_e_nt_e_rE_ve_n_tR---"ep_o_rt_ _ _ _ _ _--.R.-.ag....e....1.._ | ||
Part 21 (PAR) Event# 52403 Rep Org: ATC NUCLEAR Notification Date/Time: 12/01/2016 13:18 (EST) | |||
.... e .... 1.._ Part 21 (PAR) Event# 52403 Rep Org: ATC NUCLEAR | Supplier: ATC NUCLEAR Event Date I Time: 12/08/2015 (EST} | ||
Last Modification: 12/01/2016 Region: 1 Docket#: | |||
12/01/2016 13:18 Event Date I Time: 12/08/2015 | City: OAK RIDGE Agreement State: Yes County: License #: | ||
12/01/2016 Region: 1 Docket#: | State: TN NRC Notified by: RAY CHALIFOUX Notifications: GERALD MCCOY R2DO HQ Ops Officer: JEFF HERRERA PART 21/50.55 REACTORS .EMAIL Emergency Class: NON EMERGENCY 10 CFR Section: | ||
City: OAK RIDGE Agreement State: Yes County: License #: State: TN NRC Notified by: RAY CHALIFOUX Notifications: | 21.21 (d)(3)(i) DEFECTS AND NONCOMPLIANCE PART 21 - PAWL FASTENERS FAILED TO PROVIDE SUFFICIENT STRUCTURAL SUPPORT The following is an excerpt of a Part 21 received via email: | ||
GERALD MCCOY HQ Ops Officer: | "On December 8, 2015, ATC Nuclear performed seismic qualification testing on an ATC Nuclear Assembly with a W-2 Electroswitch Switch, Part Number W2-45B640-84 and W2-45B640-85, for TVA Watts Bar 2. During the first Safe Shutdown Earthquake (SSE) test run, the pawl fasteners used to secure the assembly in a test fixture failed to provide sufficient structural support, rendering the switch assembly non-captive. | ||
JEFF HERRERA PART 21/50.55 REACTORS Emergency Class: NON EMERGENCY 10 CFR Section: | "Based on the testing and analysis, ATC Nuclear concluded that the minimum force required to maintain structural integrity cannot be achieved with the existing pawl fasteners installed in the ATC Nuclear Assembly. This condition, if left uncorrected, could potentially cause a failure of the switch assembly to maintain its mounting configuration during a seismic event. This information provides the basis to establish a deviation in the pawl fasteners provided with.the ATC Nuclear assembly that could be considered a potential defect as defined in 10 CFR Part 21. It is worth noting that there have been no failures identified by customers associated with this potential defect. | ||
21.21 (d)(3)(i) | "If you have any questions or need additional information regarding this matter, please contact Ray Chalifoux at (865) 384-0124." | ||
DEFECTS AND NONCOMPLIANCE PART 21 -PAWL FASTENERS FAILED TO PROVIDE SUFFICIENT STRUCTURAL SUPPORT The following is an excerpt of a Part 21 received via email: | |||
FAX ,,~~.; | |||
"Based on the testing and analysis, ATC Nuclear concluded that the minimum force required to maintain structural integrity cannot be achieved with the existing pawl fasteners installed in the ATC Nuclear Assembly. | t-To: NRC 0 erations Center From: Ra Chalifoux, ATC Nuclear Fax: (301) 816-5151 Pa es: 5 Date: 12/1/2016 Re: 10CFR Part 21 Written Notification of Potential Defect ATC Nuclear Assembly with a W-2 Electroswitch Switch, Part Number W2-45B640-84 and W2-45B640-85. | ||
This condition, if left uncorrected, could potentially cause a failure of the switch assembly to maintain its mounting configuration during a seismic event. This information provides the basis to establish a deviation in the pawl fasteners provided with.the ATC Nuclear assembly that could be considered a potential defect as defined in 10 CFR Part 21. It is worth noting that there have been no failures identified by customers associated with this potential defect. "If you have any questions or need additional information regarding this matter, please contact Ray Chalifoux at (865) 384-0124." | |||
A Division of Argo Turboserve Corporation 777 Emory Valley Rd | A Division of Argo Turboserve Corporation 777 Emory Valley Rd | ||
* Oak Ridge, TN 37830 | * Oak Ridge, TN 37830 | ||
* 865-966-5330 | * 865-966-5330 | ||
* Fax 865-675-5399 | * Fax 865-675-5399 | ||
* www.argoturbo.com December 1, 2016. Document Control Center U.S. Nuclear Regulatory Commission Washington, DC 20555 | * www.argoturbo.com | ||
December 1, 2016. | |||
Document Control Center U.S. Nuclear Regulatory Commission Washington, DC 20555 | |||
==Subject:== | ==Subject:== | ||
10CFR Part 21 Written Notification of Potential Defect ATC Nuclear Assembly with a W-2 Electroswitch Switch, Part Number W2-45B640-84 and W2-45B640-85. | |||
Pursuant to 10CFR 21.21 (d)(3)(ii), ATC Nuclear is providing the required written notification of a potential defect on the ATC Nuclear Assembly with a W-2 Electroswitch Switch, Part Number W2-45B640-84 and W2-45B640-85. This notification was initially reported to the NRC Operations Center on December 1, 2016. The enclosure to this letter provides the information required by 10CFR 21.21(d)(4). | |||
Pursuant to | |||
ATC Nuclear is providing the required written notification of a potential defect on the ATC Nuclear Assembly with a W-2 Electroswitch Switch, Part Number W2-45B640-84 and W2-45B640-85. | |||
This notification was initially reported to the NRC Operations Center on December 1, 2016. The enclosure to this letter provides the information required by | |||
If you have any questions or need additional information regarding this matter, please contact Ray Chalifoux at (865) 384-0124. | If you have any questions or need additional information regarding this matter, please contact Ray Chalifoux at (865) 384-0124. | ||
Sincerely, Ray t!:halifoux Vice-President QA, ATC Nuclear A Division of Argo Turboserve Corporation 777 Emory Valley Rd a Oak Ridge, TN 37830 | Sincerely, | ||
?~ CiJ~ | |||
Ray t!:halifoux Vice-President QA, ATC Nuclear A Division of Argo Turboserve Corporation 777 Emory Valley Rd a Oak Ridge, TN 37830 | |||
* 865-966-5330 | * 865-966-5330 | ||
* Fax 865-675-5399 | * Fax 865-675-5399 | ||
* www.argoturbo.com WRITTEN REPORT PER | * www.argoturbo.com | ||
Ray Chalifoux ATC Nuclear 777 Emory Valley Road, Oak Ridge, 1N 37830. (ii) Identification of the facility, the activity, or the basic component supplied for such facility or such activity within the United States which fails to comply or contains a defect. The basic component which is the subject of this notification is identified as ATC Nuclear Assembly with a W-2 Electroswitch Switch, Part Number W2-45B640-84 and W2-45B640-85, which has been provided to TVA Watts Bar 2. (iii) Identification of the firm constructing the facility or supplying the basic component which fails to comply or contains a defect. ATC Nuclear, 777 Emory Valley Road, Oak Ridge, 1N 37830. (iv) Nature of the defect or failure to comply and the safety hazard which is created or could be created by such defect or failure to comply. On December 8, 2015, ATC Nuclear performed seismic qualification testing on an ATC Nuclear Assembly with a W-2 Electroswitch Switch, Part Number W2-45B640-84 and W2-45B640-85, for | Enclosure IOCFR21 Report Page 1 of3 WRITTEN REPORT PER 10CFR 21.2l(d)(4): | ||
(i) Name and address of the individual or individuals informing the Commission. | |||
The resulting impact of the switch assembly into the fixture and the seismic test table drove the table into a test abort in the Y axis. ATC Nuclear engineering staff embarked upon an investigation to determine the cause of the pawl fastener failure. | Ray Chalifoux ATC Nuclear 777 Emory Valley Road, Oak Ridge, 1N 37830. | ||
Each pawl fastener is comprised of a bracket, cam, spring, latching tab, and cam retainer. | (ii) Identification of the facility, the activity, or the basic component supplied for such facility or such activity within the United States which fails to comply or contains a defect. | ||
As part of the investigation, it was noted that the configuration of the switch assembly was of sufficient weight and length to result in a high level of stress experienced by the pawl fasteners, primarily due to the cantilever of the weight in regard to the mounting of the assembly. | The basic component which is the subject of this notification is identified as ATC Nuclear Assembly with a W-2 Electroswitch Switch, Part Number W2-45B640-84 and W2-45B640-85, which has been provided to TVA Watts Bar 2. | ||
Specifically, the bracket, latching tab, and cam within the pawl fasteners were observed with signs of deformation after the seismic qualification testing. | (iii) Identification of the firm constructing the facility or supplying the basic component which fails to comply or contains a defect. | ||
From these findings, ATC Nuclear Engineering staff preliminarily determined that a more robust pawl fastener would be needed in this application. | ATC Nuclear, 777 Emory Valley Road, Oak Ridge, 1N 37830. | ||
ATC Nuclear Engineering staff inspected other pre-qualified (PQ) specimens in an effort to obtain additional evidence to substantiate the failure of the pawl fasteners. | (iv) Nature of the defect or failure to comply and the safety hazard which is created or could be created by such defect or failure to comply. | ||
In parallel, ATC Nuclear Engineering staff conducted a search of pawl fastener manufacturer catalogs to attempt to select a more robust pawl fastener. | On December 8, 2015, ATC Nuclear performed seismic qualification testing on an ATC Nuclear Assembly with a W-2 Electroswitch Switch, Part Number W2-45B640-84 and W2-45B640-85, for TVA Watts Bar 2. During the first Safe Shutdown Earthquake (SSE) test run, the pawl fasteners used to secure the assembly in a test fixture failed to provide sufficient structural support, rendering the switch assembly non-captive. The resulting impact of the switch assembly into the fixture and the seismic test table drove the table into a test abort in the Y axis. ATC Nuclear engineering staff embarked upon an investigation to determine the cause of the pawl fastener failure. Each pawl fastener is comprised of a bracket, cam, spring, latching tab, and cam retainer. As part of the investigation, it was noted that the configuration of the switch assembly was of sufficient weight and length to result in a high level of stress experienced by the pawl fasteners, primarily due to the cantilever of the weight in regard to the mounting of the assembly. Specifically, the bracket, latching tab, and cam within the pawl fasteners were observed with signs of deformation after the seismic qualification testing. From these findings, ATC Nuclear Engineering staff preliminarily determined that a more robust pawl fastener would be needed in this application. ATC Nuclear Engineering staff inspected other pre-qualified (PQ) specimens in an effort to obtain additional evidence to substantiate the failure of the pawl fasteners. In parallel, ATC Nuclear Engineering staff conducted a search of pawl fastener manufacturer catalogs to attempt to select a more robust pawl fastener. | ||
The size of available pawl fasteners with increased strength would no longer fit in the design application, requiring the fabrication of several prototype pawl fasteners and additional testing and analyses. | The size of available pawl fasteners with increased strength would no longer fit in the design application, requiring the fabrication of several prototype pawl fasteners and additional testing and analyses. From March 28 through July 14, 2016, ATC Nuclear performed additional testing and analyses of upgraded pawl fasteners and developed calculations to assure their A Division of Argo Turboserve Corporation ATC Nuclear* 777 Emory Valley Road, Oak Ridge, TN 37830 | ||
From March 28 through July 14, 2016, ATC Nuclear performed additional testing and analyses of upgraded pawl fasteners and developed calculations to assure their A Division of Argo Turboserve Corporation ATC Nuclear* | * 865-966-5330 .. www.argoturbo.com | ||
777 Emory Valley Road, Oak Ridge, TN 37830 | |||
* 865-966-5330 | Enclosure. | ||
.. www.argoturbo.com Enclosure. | 10CFR2 l Report Page 2 of3 suitability and fit-up. Calculations were produced that showed the actual force present on the latching tabs of the pawl fasteners when the assembly is subject to seismic testing. From the calculation results, ATC Nuclear Engineering staff determined that the force being transmitted to the latching tab within the pawl fasteners during a simulated seismic event was in excess of the published data from the manufacturer. | ||
Based on the testing and analysis described above, ATC Nuclear concluded that the minimum force required to maintain structural integrity cannot be achieved with the existing pawl fasteners installed in the ATC Nuclear assembly. This condition, ifleft uncorrected, could potentially cause a failure of the switch assembly to maintain its mounting configuration during a seismic event. This information provides the basis to establish a deviation in the pawl fasteners provided with the ATC Nuclear assembly that could be considered a potential defect as defined in 10 CFR Part 21. It is worth noting that there have been no failures identified by customers associated with this potential defect. | |||
From the calculation | The analyses and evaluations performed by ATC Nuclear do not consider purchasers and/or licensee application-specific information as it only focuses on the functional performance of ATC Nuclear assembly when subjected to a simulated seismic event. On this basis, ATC Nuclear does not have the capability to complete the 10 CFR Part 21 evaluation to determine whether this potential defect could cause a substantial safety hazard, so we are informing the purchasers and/or affected licensees of this determination so that the purchasers and/or affected licensees may evaluate the identified potential defect pursuant to §10 CFR 21.2l(a). | ||
ATC Nuclear recommends that the affected licensees evaluate their specific application of the ATC Nuclear assembly and determine whether the potential defect described in this notice affects their design basis. If the licensee determines that it does, the licensee should contact ATC Nuclear to determine appropriate corrective action. | |||
Based on the testing and analysis described above, ATC Nuclear concluded that the minimum force required to maintain structural integrity cannot be achieved with the existing pawl fasteners installed in the ATC Nuclear assembly. | (v) The date on which the information of such defect or failure to comply was obtained. | ||
This condition, ifleft uncorrected, could potentially cause a failure of the switch assembly to maintain its mounting configuration during a seismic event. This information provides the basis to establish a deviation in the pawl fasteners provided with the ATC Nuclear assembly that could be considered a potential defect as defined in 10 CFR Part 21. It is worth noting that there have been no failures identified by customers associated with this potential defect. The analyses and evaluations performed by ATC Nuclear do not consider purchasers and/or licensee application-specific information as it only focuses on the functional performance of ATC Nuclear assembly when subjected to a simulated seismic event. On this basis, ATC Nuclear does not have the capability to complete the 10 CFR Part 21 evaluation to determine whether this potential defect could cause a substantial safety hazard, so we are informing the purchasers and/or affected licensees of this determination so that the purchasers and/or affected licensees may evaluate the identified potential defect pursuant to §10 CFR 21.2l(a). | On July 14, 2016, ATC Nuclear concluded that the identified deviation could be considered a potential defect on the pawl fasteners installed in the W-:2 Electroswitch assemblies. However, ATC Nuclear determined it does not have the capability to complete the 10 CFR Part 21 evaluation to determine if a substantial safety hazard exists. | ||
ATC Nuclear recommends that the affected licensees evaluate their specific application of the ATC Nuclear assembly and determine whether the potential defect described in this notice affects their design basis. If the licensee determines that it does, the licensee should contact ATC Nuclear to determine appropriate corrective action. (v) The date on which the information of such defect or failure to comply was obtained. | (vi) In the case of a basic component which contains a defect or fails to comply, the number and location of these components in use at, supplied for, being supplied for, or may be supplied for, manufactured, or being manufactured for one or more facilities or activities subject to the regulations in this part. | ||
On July 14, 2016, ATC Nuclear concluded that the identified deviation could be considered a potential defect on the pawl fasteners installed in the W-:2 Electroswitch assemblies. | A total of 3 units with P/Ns identified below have been supplied to customers by ATC Nuclear since 2010. | ||
A Division of Argo Turboserve Corporation ATC Nuclear* 777 Emory Valley Road, Oak Ridge, TN 37830 | |||
777 Emory Valley Road, Oak Ridge, TN 37830 | |||
* 865-966-5330 | * 865-966-5330 | ||
* www.argoturbo.com Enclosure | * www.argoturbo.com | ||
4 (vii) The corrective action which has been, is being, or will be taken; the name of the individual or organization responsible for the action; and the length of time that has been or will be taken to complete the action. ATC Nuclear has successfully qualified an upgraded pawl fastener for use in these switch assemblies, as documented in CAR l ST-46. In addition, A TC Nuclear Engineering is providing three (3) options for correcting the above listed deviation with regard to switches in the field. o Option 1: The customer can at their earliest convenience send the affected switch assemblies to ATC Nuclear's Oak Ridge, TN location for refurbishment with the upgraded pawl fasteners. | |||
ATC Nuclear will dismantle the affected switch assemblies to the point that the defective pawl fasteners can be removed, the new upgraded pawl fasteners can be installed, the switch assembly reassembled, and switch function verified prior to shipment back to the customer. | Enclosure 10CFR2 l Report Page 3 of3 TVA PO Line ATC Item ID Part Number Qty UNID Number of Number Item Nuclear Supplied Contacts Number Job per Train Number 39541 6 PA4225 CPV151K W2-45B640-84 1 2-HS-l-22A 4 39541 7 PA4225 CPV153K W2-458640-85 1 2-(RT-1) 4 61610 11 PA4297 CPV153K W2-45B640-85 1 2-(RT-1)* 4 (vii) The corrective action which has been, is being, or will be taken; the name of the individual or organization responsible for the action; and the length of time that has been or will be taken to complete the action. | ||
o Option 2: The customer may elect to have a representative of ATC Nuclear come to the customer site with a sufficient quantity of the upgraded pawl fasteners to remove and replace the defective pawl fasteners with the upgraded pawl fasteners. | ATC Nuclear has successfully qualified an upgraded pawl fastener for use in these switch assemblies, as documented in CAR l ST-46. In addition, A TC Nuclear Engineering is providing three (3) options for correcting the above listed deviation with regard to switches in the field. | ||
o Option 3: ATC Nuclear can provide the customer with upgraded pawl fasteners and a set of work instructions that the customer may use to remove the defective pawl fasteners and install the replacement upgraded pawl fasteners at their earliest convenience. | o Option 1: The customer can at their earliest convenience send the affected switch assemblies to ATC Nuclear's Oak Ridge, TN location for refurbishment with the upgraded pawl fasteners. ATC Nuclear will dismantle the affected switch assemblies to the point that the defective pawl fasteners can be removed, the new upgraded pawl fasteners can be installed, the switch assembly reassembled, and switch function verified prior to shipment back to the customer. | ||
Furthermore, it is the position of ATC Nuclear that switch assemblies provided in the future shall have the upgraded pawl fasteners installed to prevent a possible recurrence of this deviation. | o Option 2: The customer may elect to have a representative of ATC Nuclear come to the customer site with a sufficient quantity of the upgraded pawl fasteners to remove and replace the defective pawl fasteners with the upgraded pawl fasteners. | ||
(viii) Any advice related to the defect or failure to comply about the facility, | o Option 3: ATC Nuclear can provide the customer with upgraded pawl fasteners and a set of work instructions that the customer may use to remove the defective pawl fasteners and install the replacement upgraded pawl fasteners at their earliest convenience. | ||
Furthermore, it is the position of ATC Nuclear that switch assemblies provided in the future shall have the upgraded pawl fasteners installed to prevent a possible recurrence of this deviation. | |||
None at this time. (ix) In the case of an early site permit, the entities to whom an early site permit was transferred. | (viii) Any advice related to the defect or failure to comply about the facility, activity, or basic component that has been, is being, or will be given to purchasers or licensees. | ||
None at this time. | |||
(ix) In the case of an early site permit, the entities to whom an early site permit was transferred. | |||
Not applicable. | Not applicable. | ||
A Division of Argo Turboserve Corporation ATC Nuclear* | A Division of Argo Turboserve Corporation ATC Nuclear* 777 Emory Valley Road, Oak Ridge, TN 37830 | ||
777 Emory Valley Road, Oak Ridge, TN 37830 | |||
* 865-966-5330 | * 865-966-5330 | ||
* www.araoturbo.com}} | * www.araoturbo.com}} |
Latest revision as of 22:37, 4 February 2020
ML16342A978 | |
Person / Time | |
---|---|
Site: | Watts Bar ![]() |
Issue date: | 12/02/2016 |
From: | Chalifoux R ATC Nuclear |
To: | Document Control Desk, Office of Nuclear Reactor Regulation |
References | |
52403 | |
Download: ML16342A978 (6) | |
Text
1210212016 U.S. Nuclear Regulatory Commission Oper_at_io_n_s_C_e_nt_e_rE_ve_n_tR---"ep_o_rt_ _ _ _ _ _--.R.-.ag....e....1.._
Part 21 (PAR) Event# 52403 Rep Org: ATC NUCLEAR Notification Date/Time: 12/01/2016 13:18 (EST)
Supplier: ATC NUCLEAR Event Date I Time: 12/08/2015 (EST}
Last Modification: 12/01/2016 Region: 1 Docket#:
City: OAK RIDGE Agreement State: Yes County: License #:
State: TN NRC Notified by: RAY CHALIFOUX Notifications: GERALD MCCOY R2DO HQ Ops Officer: JEFF HERRERA PART 21/50.55 REACTORS .EMAIL Emergency Class: NON EMERGENCY 10 CFR Section:
21.21 (d)(3)(i) DEFECTS AND NONCOMPLIANCE PART 21 - PAWL FASTENERS FAILED TO PROVIDE SUFFICIENT STRUCTURAL SUPPORT The following is an excerpt of a Part 21 received via email:
"On December 8, 2015, ATC Nuclear performed seismic qualification testing on an ATC Nuclear Assembly with a W-2 Electroswitch Switch, Part Number W2-45B640-84 and W2-45B640-85, for TVA Watts Bar 2. During the first Safe Shutdown Earthquake (SSE) test run, the pawl fasteners used to secure the assembly in a test fixture failed to provide sufficient structural support, rendering the switch assembly non-captive.
"Based on the testing and analysis, ATC Nuclear concluded that the minimum force required to maintain structural integrity cannot be achieved with the existing pawl fasteners installed in the ATC Nuclear Assembly. This condition, if left uncorrected, could potentially cause a failure of the switch assembly to maintain its mounting configuration during a seismic event. This information provides the basis to establish a deviation in the pawl fasteners provided with.the ATC Nuclear assembly that could be considered a potential defect as defined in 10 CFR Part 21. It is worth noting that there have been no failures identified by customers associated with this potential defect.
"If you have any questions or need additional information regarding this matter, please contact Ray Chalifoux at (865) 384-0124."
FAX ,,~~.;
t-To: NRC 0 erations Center From: Ra Chalifoux, ATC Nuclear Fax: (301) 816-5151 Pa es: 5 Date: 12/1/2016 Re: 10CFR Part 21 Written Notification of Potential Defect ATC Nuclear Assembly with a W-2 Electroswitch Switch, Part Number W2-45B640-84 and W2-45B640-85.
A Division of Argo Turboserve Corporation 777 Emory Valley Rd
- Oak Ridge, TN 37830
- 865-966-5330
- Fax 865-675-5399
- www.argoturbo.com
December 1, 2016.
Document Control Center U.S. Nuclear Regulatory Commission Washington, DC 20555
Subject:
10CFR Part 21 Written Notification of Potential Defect ATC Nuclear Assembly with a W-2 Electroswitch Switch, Part Number W2-45B640-84 and W2-45B640-85.
Pursuant to 10CFR 21.21 (d)(3)(ii), ATC Nuclear is providing the required written notification of a potential defect on the ATC Nuclear Assembly with a W-2 Electroswitch Switch, Part Number W2-45B640-84 and W2-45B640-85. This notification was initially reported to the NRC Operations Center on December 1, 2016. The enclosure to this letter provides the information required by 10CFR 21.21(d)(4).
If you have any questions or need additional information regarding this matter, please contact Ray Chalifoux at (865) 384-0124.
Sincerely,
?~ CiJ~
Ray t!:halifoux Vice-President QA, ATC Nuclear A Division of Argo Turboserve Corporation 777 Emory Valley Rd a Oak Ridge, TN 37830
- 865-966-5330
- Fax 865-675-5399
- www.argoturbo.com
Enclosure IOCFR21 Report Page 1 of3 WRITTEN REPORT PER 10CFR 21.2l(d)(4):
(i) Name and address of the individual or individuals informing the Commission.
Ray Chalifoux ATC Nuclear 777 Emory Valley Road, Oak Ridge, 1N 37830.
(ii) Identification of the facility, the activity, or the basic component supplied for such facility or such activity within the United States which fails to comply or contains a defect.
The basic component which is the subject of this notification is identified as ATC Nuclear Assembly with a W-2 Electroswitch Switch, Part Number W2-45B640-84 and W2-45B640-85, which has been provided to TVA Watts Bar 2.
(iii) Identification of the firm constructing the facility or supplying the basic component which fails to comply or contains a defect.
ATC Nuclear, 777 Emory Valley Road, Oak Ridge, 1N 37830.
(iv) Nature of the defect or failure to comply and the safety hazard which is created or could be created by such defect or failure to comply.
On December 8, 2015, ATC Nuclear performed seismic qualification testing on an ATC Nuclear Assembly with a W-2 Electroswitch Switch, Part Number W2-45B640-84 and W2-45B640-85, for TVA Watts Bar 2. During the first Safe Shutdown Earthquake (SSE) test run, the pawl fasteners used to secure the assembly in a test fixture failed to provide sufficient structural support, rendering the switch assembly non-captive. The resulting impact of the switch assembly into the fixture and the seismic test table drove the table into a test abort in the Y axis. ATC Nuclear engineering staff embarked upon an investigation to determine the cause of the pawl fastener failure. Each pawl fastener is comprised of a bracket, cam, spring, latching tab, and cam retainer. As part of the investigation, it was noted that the configuration of the switch assembly was of sufficient weight and length to result in a high level of stress experienced by the pawl fasteners, primarily due to the cantilever of the weight in regard to the mounting of the assembly. Specifically, the bracket, latching tab, and cam within the pawl fasteners were observed with signs of deformation after the seismic qualification testing. From these findings, ATC Nuclear Engineering staff preliminarily determined that a more robust pawl fastener would be needed in this application. ATC Nuclear Engineering staff inspected other pre-qualified (PQ) specimens in an effort to obtain additional evidence to substantiate the failure of the pawl fasteners. In parallel, ATC Nuclear Engineering staff conducted a search of pawl fastener manufacturer catalogs to attempt to select a more robust pawl fastener.
The size of available pawl fasteners with increased strength would no longer fit in the design application, requiring the fabrication of several prototype pawl fasteners and additional testing and analyses. From March 28 through July 14, 2016, ATC Nuclear performed additional testing and analyses of upgraded pawl fasteners and developed calculations to assure their A Division of Argo Turboserve Corporation ATC Nuclear* 777 Emory Valley Road, Oak Ridge, TN 37830
- 865-966-5330 .. www.argoturbo.com
Enclosure.
10CFR2 l Report Page 2 of3 suitability and fit-up. Calculations were produced that showed the actual force present on the latching tabs of the pawl fasteners when the assembly is subject to seismic testing. From the calculation results, ATC Nuclear Engineering staff determined that the force being transmitted to the latching tab within the pawl fasteners during a simulated seismic event was in excess of the published data from the manufacturer.
Based on the testing and analysis described above, ATC Nuclear concluded that the minimum force required to maintain structural integrity cannot be achieved with the existing pawl fasteners installed in the ATC Nuclear assembly. This condition, ifleft uncorrected, could potentially cause a failure of the switch assembly to maintain its mounting configuration during a seismic event. This information provides the basis to establish a deviation in the pawl fasteners provided with the ATC Nuclear assembly that could be considered a potential defect as defined in 10 CFR Part 21. It is worth noting that there have been no failures identified by customers associated with this potential defect.
The analyses and evaluations performed by ATC Nuclear do not consider purchasers and/or licensee application-specific information as it only focuses on the functional performance of ATC Nuclear assembly when subjected to a simulated seismic event. On this basis, ATC Nuclear does not have the capability to complete the 10 CFR Part 21 evaluation to determine whether this potential defect could cause a substantial safety hazard, so we are informing the purchasers and/or affected licensees of this determination so that the purchasers and/or affected licensees may evaluate the identified potential defect pursuant to §10 CFR 21.2l(a).
ATC Nuclear recommends that the affected licensees evaluate their specific application of the ATC Nuclear assembly and determine whether the potential defect described in this notice affects their design basis. If the licensee determines that it does, the licensee should contact ATC Nuclear to determine appropriate corrective action.
(v) The date on which the information of such defect or failure to comply was obtained.
On July 14, 2016, ATC Nuclear concluded that the identified deviation could be considered a potential defect on the pawl fasteners installed in the W-:2 Electroswitch assemblies. However, ATC Nuclear determined it does not have the capability to complete the 10 CFR Part 21 evaluation to determine if a substantial safety hazard exists.
(vi) In the case of a basic component which contains a defect or fails to comply, the number and location of these components in use at, supplied for, being supplied for, or may be supplied for, manufactured, or being manufactured for one or more facilities or activities subject to the regulations in this part.
A total of 3 units with P/Ns identified below have been supplied to customers by ATC Nuclear since 2010.
A Division of Argo Turboserve Corporation ATC Nuclear* 777 Emory Valley Road, Oak Ridge, TN 37830
- 865-966-5330
- www.argoturbo.com
Enclosure 10CFR2 l Report Page 3 of3 TVA PO Line ATC Item ID Part Number Qty UNID Number of Number Item Nuclear Supplied Contacts Number Job per Train Number 39541 6 PA4225 CPV151K W2-45B640-84 1 2-HS-l-22A 4 39541 7 PA4225 CPV153K W2-458640-85 1 2-(RT-1) 4 61610 11 PA4297 CPV153K W2-45B640-85 1 2-(RT-1)* 4 (vii) The corrective action which has been, is being, or will be taken; the name of the individual or organization responsible for the action; and the length of time that has been or will be taken to complete the action.
ATC Nuclear has successfully qualified an upgraded pawl fastener for use in these switch assemblies, as documented in CAR l ST-46. In addition, A TC Nuclear Engineering is providing three (3) options for correcting the above listed deviation with regard to switches in the field.
o Option 1: The customer can at their earliest convenience send the affected switch assemblies to ATC Nuclear's Oak Ridge, TN location for refurbishment with the upgraded pawl fasteners. ATC Nuclear will dismantle the affected switch assemblies to the point that the defective pawl fasteners can be removed, the new upgraded pawl fasteners can be installed, the switch assembly reassembled, and switch function verified prior to shipment back to the customer.
o Option 2: The customer may elect to have a representative of ATC Nuclear come to the customer site with a sufficient quantity of the upgraded pawl fasteners to remove and replace the defective pawl fasteners with the upgraded pawl fasteners.
o Option 3: ATC Nuclear can provide the customer with upgraded pawl fasteners and a set of work instructions that the customer may use to remove the defective pawl fasteners and install the replacement upgraded pawl fasteners at their earliest convenience.
Furthermore, it is the position of ATC Nuclear that switch assemblies provided in the future shall have the upgraded pawl fasteners installed to prevent a possible recurrence of this deviation.
(viii) Any advice related to the defect or failure to comply about the facility, activity, or basic component that has been, is being, or will be given to purchasers or licensees.
None at this time.
(ix) In the case of an early site permit, the entities to whom an early site permit was transferred.
Not applicable.
A Division of Argo Turboserve Corporation ATC Nuclear* 777 Emory Valley Road, Oak Ridge, TN 37830
- 865-966-5330
- www.araoturbo.com