Text

Eleventh Refueling Outage Steam Generator Inservice Inspection Summary Report
	ML052140465
Person / Time
Site:	Braidwood
Issue date:	07/27/2005
From:	Polson K; Exelon Nuclear
To:	; Document Control Desk, Office of Nuclear Reactor Regulation
References
	BW050064
	Download: ML052140465 (92)
	v • d • e

Exelkn.

Exelon Generation Company, LLC Braldwood Station 35100 South Rt 53, Suite 84 Braceville, IL 60407-9619 Tel. 815-417-2000 www.exeloncorp.com Nuclear July 27, 2005 BW050064 U.S. Nuclear Regulatory Commission Attn: Document Control Desk Washington, D.C. 20555-0001 Braidwood Station, Unit 2 Facility Operating License No. NPF 77 NRC Docket No. STN 50-457

Subject:

Braidwood Station, Unit 2, Eleventh Refueling Outage Steam Generator Inservice Inspection Summary Report In accordance with Technical Specification 5.6.9, "Steam Generator (SG) Tube Inspection Reports," item b, Exelon Generation Company, LLC is reporting the results of the SG inspections, which were completed during the Braidwood Station, Unit 2, Eleventh Refueling Outage. The attached report is also being submitted in accordance with the requirements of the American Society of Mechanical Engineers Boiler and Pressure Vessel Code, 1989 Edition, Section Xl, "Rules for Inservice Inspection of Nuclear Power Plant Components," Article IWA-6000, "Records and Reports," and Article IV-7000, "Report of Examination," of Mandatory Appendix IV, "Eddy Current Examination of Non-Ferromagnetic Steam Generator Heat Exchanger Tubing."

If there are any questions regarding this submittal, please contact Dale Ambler, Regulatory Assurance Manager, at (815) 417-2800.

Respectfully, Keith J. Poison Site Vice President Braidwood Station

Attachment:

Exelon Braidwood Station, Unit 2, Eleventh Refueling Outage Steam Generator Inservice Inspection Summary Report cc:

Regional Administrator-NRC Region IlIl NRC Senior Resident Inspector - Braidwood Station Illinois Emergency Management Agency - Division of Nuclear Safety pQ4-7

Exelon Nuclear BRAIDWOOD STATION, UNIT 2 35100 South Rte. 53, Suite 84 Braceville, IL 60407 COMMERCIAL OPERATION: October 17, 1988 STEAM GENERATOR EDDY CURRENT INSPECTION REPORT ELEVENTH REFUELING OUTAGE (A2R11)

April 2005 Exelon Nuclear 4300 Winfield Road Warrenville, IL 60555 Document Completion Date: July 15, 2005

TABLE OF CONTENTS

1.0 INTRODUCTION

2.0

SUMMARY

3.0 CERTIFICATIONS 3.1 Procedures/Examinations/Equipment 3.2 Personnel 4.0 EXAMINATION TECHNIQUES AND EXAMINATION SCOPE 4.4 Examination Techniques 4.2 Steam Generator Inspection Scope 4.3 Recording of Examination Data 4.4 Witness and Verification of Examination 5.0 EXAMINATION RESULTS 5.1 Indications Found 5.2 Other Inspection Results 6.0 TUBE PLUGGING

SUMMARY

7.0 DOCUMENTATION 8.0 FIGURES/TABLES/ATTACHMENTS

1.0 INTRODUCTION

Braidwood Station, Unit 2, operates with four Westinghouse Model D-5 recirculating steam generators (SGs) in the four loop pressurized water reactor system. Each SG contains 4,570 thermally treated Inconel-600 U-tubes that have a nominal outside diameter of 0.750 inches and a nominal thickness of 0.043 inches. The tubes are hydraulically expanded into the full depth of the tubesheet. The tubes are supported by stainless steel quatrefoil support plates (TSP's) and chrome plated Inconel-600 anti-vibration bars (AVB's). See Figure A.1 for a diagram of the D-5 Steam Generator tube support plate configuration.

In compliance with Braidwood Station Technical Specification (TS) 5.5.9, "Steam Generator Tube Surveillance Program," and American Society of Mechanical Engineers (ASME) Boiler and Pressure Vessel Code Section Xl 1989 Edition, IWB 2500-1, Examination Category B-Q, Item B16.20, SG eddy current examinations were performed during the Braidwood Station, Unit 2, eleventh refueling outage (A2R1 1). In addition, the inspections were performed consistent with the Electric Power Research Institute (EPRI) "PWR Steam Generator Examination Guidelines:

Revision 6" and Nuclear Energy Institute NEI 97-06, "Steam Generator Program Guidelines:

Revision 1." Westinghouse Electric Co. Ltd conducted the inspections from April 20, 2005 through April 26, 2005. The following inspections were performed during this outage.

100% full length bobbin coil in all four SGs 20% hot leg top of tubesheet (+/- 3 inches) Plus-Point in all four SGs v

20% hot leg tubing within the tubesheet from the top of tubesheet down to a depth of 17 inches, Plus-Point in all four SGs 20% hot leg bulges > 18 volts and over expansions > 1.5 mils within the hot leg tubesheet from the top of tubesheet down to a depth of 17 inches, Plus-Point in all four SGs 50% hot leg top of tubesheet (+/- 3 inches) Plus-Point of tubes inservice identified as having increased residual stress 20% preheater baffle expansion Plus-Point in one SG Inspection of one deplugged tube hot leg Plug Expansion Zone (PEZ) Plus-Point Visual inspection of 100% of the previously installed mechanical plugs and welded tube plugs in all four SGs 100% visual inspection of newly installed tube plugs in all four SGs Note: Prior to completion of the steam generator inspection, on April 25, 2005, the NRC approved Braidwood Technical Specification Amendment 135. This amendment allowed that during Braidwood Station, Unit 2, refueling outage eleven (i.e., A2R1 1), and the subsequent operating cycle, the hot leg tubesheet inspection scope could be limited to the region 17 inches below the top of tubesheet. A minimum 20% of the tubing was inspected through this region during A2R11. This sample included a minimum 20% sample of the bulges > 18 volts and over expansions > 1.5 mils in this region. No degradation was found during this inspection.

I

2.0

SUMMARY

The requirements of Revision 6 of the EPRI PWR Steam Generator Examination Guidelines (i.e.,

EPRI Guidelines) along with Interim Guidance as provided by EPRI, were implemented during this inspection. A degradation assessment was performed prior to the inspection to ensure the proper EPRI Appendix H, 'Performance Demonstration for Eddy Current Examination," qualified inspection techniques were used to detect any existing and potential modes of degradation. Each technique was evaluated to ensure that the detection and sizing capabilities are applicable to the Braidwood Station, Unit 2, site specific condition in accordance with the EPRI Guidelines. All data analysts were qualified to Appendix G, "Qualification of Nondestructive Examination Personnel for Analysis of NDE Data," of the EPRI Guidelines (i.e., Qualified Data Analyst (QDA)). All data analyst and acquisition personnel satisfactorily completed site specific training and testing prior to beginning examinations. An independent QDA process control review was employed to randomly sample the data to ensure that the analysis resolution process was properly performed and that the field calls were properly reported. An analysis feedback process was implemented that required the data analysts to review their missed calls and overcalls on a daily basis.

The modes of tube degradation found during A2R11 were anti-vibration bar wear, foreign object wear and preheater wear at the support plate intersections.

In accordance with Technical Specification 5.5.9.c, "Inspection Results Classification," the inspection results were classified as category C-1 for SGs B and D and category C-2 for SGs A and C. There were no scanning limitations during the eddy current examinations.

As a result of the A2R1 1 eddy current inspections, a total of six (6) tubes were removed from service by tube plugging. One tube also received a stabilizer in the hot leg region prior to tube plugging. Table 2.1 provides the total tube plugging history and equivalent plugging levels to date.

Table 2.2 provides the total number of tubes plugged in A2R11 by degradation mode.

Table 2.1 Equivalent Tube Pluggin Level SG C SG D Tota-Tubes Previously Plugged 53 48 54 25 180 Tubes Plugged in A2R11I 4

0 2

0 6

Total Tubes Plugged 57 48 56 25 186 Total Tubes Plugged (%)

1.25%

1.05%

1.23%

0.55%

1.02%

Table 2.2 Tubes Plugged During A2R11 i-

-:S A:G B_

_SGC_

-_SG D-i;'

Total Foreign Object Wear 0

_1 Anti-Vibration Bar Wear 4

0 1

0 5

A2RII Plugging Totals 4

2 6

2

3.0 CERTIFICATIONS 3.1 Procedures/ExaminationslEquipment 3.1.1 The examination and evaluation procedures used during the SG eddy current inspection were approved by personnel qualified to Level IlIl in accordance with the 1984 Edition of SNT-TC-1A, 'Personnel Qualification and Certification in Nondestructive Testing." Exelon Generation Company, LLC (i.e., Exelon) Procedure ER-AP-335-039, "Multifrequency Eddy Current Data Acquisition of Steam Generator Tubing," Revision 2 and Exelon Procedure ER-AP-335-040, "Evaluation of Eddy Current Data for Steam Generator Tubing," Revision 1, were used for data acquisition and analysis.

3.1.2 The examinations, equipment and personnel were in compliance with the requirements of Exelon and Westinghouse Quality Assurance Programs for Inservice Inspection; Braidwood Station Technical Specification 5.5.9; 1989 Edition of ASME Boiler and Pressure Vessel Code Section Xl, "Rules for Inservice Inspection of Nuclear power Plant Components," and Section V, "Nondestructive Examination;" EPRI PWR SG Examination Guidelines Revision 6; and NEI 97-06, "Steam Generator Program Guidelines," Revision 1.

3.1.3 Certification packages for examiners, data analysts and equipment are available at Braidwood Station. Tables A.1 and A.2 of Attachment A lists all personnel who performed, supervised, or evaluated the data during this SG inservice inspection.

3.1.4 R/D Tech Incorporated TC6700 Remote Data Acquisition Units (RDAUs) with Westinghouse ANSER computer software were used to acquire the eddy current data. Analysis was performed with Westinghouse ANSER 8.4.3 Rev 13 computer software.

3.1.5 The bobbin coil examinations of the SGs were performed with Zetec 0.610 inch diameter probes. For low row U-Bend tubing, a Zetec 0.590 inch diameter probe was utilized to achieve the complete full tube examination in tubes where there was difficulty using the 0.610 inch diameter probe.

3.1.6 The rotating coil examinations were performed with Zetec 0.610 inch diameter three coil plus-point probes in all areas except the U-Bend region where Zetec 0.580 inch diameter plus-point probes were used.

3

3.2 Personnel 3.2.1 The personnel who performed the SG eddy current inspections were qualified to Level I and Level II certification in accordance with the 1984 Edition of SNT-TC-1A.

The Level I personnel performed the inspections under the direct supervision of Level II or Level IlIl personnel. A list of the certified eddy current personnel who performed data acquisition for the examination is contained in Table A.1 of Attachment A.

3.2.2 The personnel who performed the SG eddy current data analysis were qualified to a minimum of Level II, with special analysis training (i.e., Level IIA) in accordance with the 1984 Edition of SNT-TC-1A and Article IV-2000 of ASME Section Xl, 1989 Edition. A list of the certified eddy current personnel who performed data analysis for the examination is contained in Table A.2 of Attachment A.

3.2.3 All eddy current data analysts were qualified in accordance with EPRI Appendix G for Qualified Data Analysts (QDAs). In addition, all data analysts were trained and tested in accordance with a site specific performance demonstration program in both the bobbin coil and plus-point inspection data analysis. Resolution analysts were also trained and tested specifically for the performance of data resolution. All analysts were required to achieve a minimum score of 80% Probability of Detection (POD) with a 90% confidence level on the practical examination, and a minimum score of 80% on the written examination prior to analyzing data.

3.2.4 All SG eddy current data acquisition personnel were trained and tested in accordance with a site specific performance demonstration program. The data acquisition operators were required to achieve a written test score of 80% or greater prior to acquiring data.

3.2.5 The SG eddy current analysis was subject to two independent analyses. Primary analysis of all data was performed by Westinghouse and sub-contractors. An independent company, Anatec International, performed the secondary analysis.

Discrepancies between the two parties required Level IlIl concurrence between both parties for the final resolution.

3.2.6 Two independent SG eddy current Level III QDA's were employed to serve as process control reviewers, in accordance with EPRI Guidelines, to randomly sample the data to ensure the resolution process was properly performed and that the field calls were properly reported. The Independent Level IlIl QDA's also provided data acquisition oversight to ensure that the data collection process was in compliance with appropriate procedures, that all essential variables were set in accordance with the applicable Examination Technique Specification Sheet (ETSS) and to provide a data quality check of acquired data. The Independent Level IlIl QDA's reported directly to the Exelon Level IlIl inspector.

4

4.0 EXAMINATION TECHNIQUES AND EXAMINATION SCOPE All SG eddy current examination techniques used were qualified in accordance with Appendix H of the EPRI PWR SG Examination Guidelines. Each examination technique was evaluated to be applicable to the tubing and conditions of the Braidwood Station, Unit 2, SGs.

4.1 Examination Techniques 4.1.1 The bobbin coil examinations were performed with a 0.610 inch diameter bobbin coil eddy current probe as described in Section 3.1.5. For low row U-Bend regions where there was difficulty using the 0.610 inch diameter probe, a 0.590 inch diameter probe was utilized to achieve the complete full tube inspection. Nominal probe inspection speed was 40 inches per second for rows 5 through 49 and 24 to 40 inches per second for rows 1 through 4 depending on tube conditions. Sufficient sampling rates were used to maintain a minimum of 30 samples per inch. The bobbin coil probes were operated at frequencies of 550 kHz, 300 kHz, 130 kHz, and 20 kHz operating in the differential and absolute test modes. In addition, suppression mixes were used to enhance the inspection. These mixes were as follows: 550/130 kHz differential mix, a 550/130/130 kHz differential mix, and a 300/130 kHz absolute mix.

4.1.2 The plus-point examinations at the top of tubesheet, 17 inch depth from the top of tubesheet, preheater baffle plate expansion transition regions, dents/dings and special interest locations were performed with a 0.610 inch diameter three coil plus-point eddy current probe as described in Section 3.1.6. Nominal probe speed was 0.5 inches per second and 0.15 inches per second for the examination of dent and dings. A sampling rate was used to maintain a minimum of 30 samples per inch in the circumferential direction and 25 samples per inch in the axial direction. The rotating probes were operated at frequencies of 300 kHz, 200 kHz, 100 kHz and 20 kHz. In addition to the four base frequencies, three process channels were used to display axial indications in the positive trace.

4.1.3 The plus-point examinations within the U-Bend regions were performed with a 0.580 inch diameter plus-point eddy current probe as described in Section 3.1.6. Nominal probe speed was 0.4 inches per second. A sampling rate was used to maintain a minimum of 30 samples per inch in the circumferential direction and 25 samples per inch in the axial direction. The rotating probes were operated at frequencies of 400 kHz, 300 kHz, 150 kHz and 20 kHz. In addition to the four base frequencies, three process channels were used to display axial indications in the positive trace.

5

4.1.4 Non-quantifiable bobbin coil indications were examined with a 0.610 inch diameter three coil plus-point eddy current probe as described in Section 3.1.6. The nominal probe speed was 0.5 inches per second with a sampling rate to maintain a minimum of 30 samples per inch in the circumferential direction and 25 samples per inch in the axial direction. The probe was operated at frequencies of 300 kHz, 200 kHz, 100 kHz and 20 kHz. In addition to the four base frequencies, three process channels were used to display axial indications in the positive trace.

4.1.5 The eddy current calibration standards used for the bobbin coil and plus-point inspections met the requirements of the EPRI PWR Steam Generator Examination Guidelines, Revision 6 and Sections V and Xi of the ASME Boiler and Pressure Vessel Code, 1989 Edition.

4.1.6 The SG eddy current examination techniques used during this inspection were equivalent to the EPRI Appendix H techniques listed in Table 4.1 below. Each Examination Technique Specification Sheet (ETSS) was evaluated and determined to be applicable to the site conditions.

TABLE 4.1 EPRI APPENDIX H TECHNIQUES EPRI Technique

'.Probe Description ETSS 96004.3 Rev. 9 Bobbin AVB I Pre-Heater / TSP / Foreign Object Wear, Freespan Flaws 96007.1 Rev. 10 Bobbin ODSCC at Tube Support Plates 96910.1 Rev. 8 Plus-Point Foreign Object Wear / Freespan Flaw Sizing 96005.2 Rev. 8 Bobbin Freespan Pitting 21998.1 Rev. 3 Plus-Point Foreign Object Wear/ Freespan Flaw Sizing 20511.1 Rev. 7 Plus-Point TTS Expansion / Tubesheet I Pre-Heater Expansion I 20510.1 Rev. 5 Dent / Ding / Deplugged Tube Location - PWSCC 21409.1 Rev. 4 Plus-Point TTS Expansion / Dent / Ding / U-Bend / Pre-Heater 21410.1 Rev. 4 Expansion - ODSCC 22401.1 Rev. 3 96511.1 Rev. 14 Plus-Point U-Bend PWSCC 96703.1 Rev. 15 Plus-Point Dent / Ding / PWSCC Sizing PWSCC - Primary Water Stress Corrosion Cracking ODSCC - Outer Diameter Stress Corrosion Cracking TSP - Tube Support Plate TTS - Top of Tubesheet AVB - Anti-Vibration Bar 6

4.2 Steam Generator Inspection Scope 4.2.1 100% of the tubes in all SGs were inspected full length, with a bobbin coil probe described in Section 4.1.1.

4.2.2 20% of the tubes in all SGs were inspected at the hot leg top of tubesheet expansion transition region (+/- 3 inches) with a plus-point probe described in Section 4.1.2.

4.2.3 20% of the tubes in all SGs were inspected from the hot leg top of tubesheet down to a depth of 17 inches. This population included 20% of the hot leg bulges > 18 volts and over expansions > 1.5 mils within this portion of the hot leg tubesheet.

These inspections were performed with a plus-point probe as described in Section 4.1.2.

4.2.4 50% of the tubes identified as having increased residual stress were inspected at the hot leg top of tubesheet expansion transition region (+/- 3 inches) with a plus-point probe described in Section 4.1.2.

4.2.5 20% of the preheater baffle plate expansion transitions (+/- 2 inches) in SG C were inspected with a plus-point probe described in Section 4.1.2.

4.2.6 Inspection of the hot leg plug expansion zone of one tube in SG B was performed.

This is the only tube at Braidwood Station, Unit 2, that had been previously deplugged and returned to service. This inspections was performed with a plus-point probe as described in Section 4.1.2.

4.2.7 Diagnostic examinations were conducted on non-quantifiable indications that were detected by the bobbin coil examination. Diagnostic examinations were also conducted on tubes in the vicinity of potential foreign objects in order to determine the extent of tubes potentially affected by the objects. These examinations were performed with a plus-point probe as discussed in Section 4.1.4.

4.2.8 See Attachment B for tubesheet maps detailing the inspection scopes for each SG.

4.3 Recording of Examination Data The eddy current data and analysis results were recorded on optical disks. The data was then loaded into the Westinghouse Eddy Current Data Management System, "ST Max" Version 1.15.01. This system was used to track the completion of the examinations and was used to generate the final SG eddy current report summaries.

7

4.4 Witness and Verification of Examination SG eddy current inspections were witnessed and/or verified by the Authorized Nuclear Inservice Inspectors, Mr. L. Malabanan of the Hartford Steam Boiler Inspection and Insurance Company of Hartford Connecticut, Chicago Branch, 2443 Warrenville Road, Suite 500, Lisle, Illinois 60532-9871.

5.0 EXAMINATION RESULTS 5.1 Indications Found 5.1.1 Anti-Vibration Bar (AVB) Wear - Tube degradation was found during bobbin coil examination in the U-Bend region due to fretting of AVBs on the outer surface of the tube. A total of 775 indications were reported. The EPRI Appendix H bobbin coil technique 96004.3 was utilized for depth sizing of all AVB wear. The largest indication was 44% through wall (TW). All tubes with wear greater than or equal to 40% TW were removed from service by mechanical tube plugging. Table 5.1.1 provides a summary of AVB wear degradation. Refer to Attachment B for detailed locations and sizing for all AVB wear indications.

Table 5.1.1 A2RII AVB Wear Summary

' SGA,

-,- SGB SGC>i

-SGD-

..nd.

i'nd.

-- Ind.--

I;And...

<20% TW 172 41 81 75 20-39% TW 158 41 144 58

>= 40% TW 4

0 1

0 TOTAL 334 82 226 133 5.1.2 Foreign Obiect Wear - Tube degradation was found in one (1) tube that was attributed to a secondary side foreign object. An indication sized at 24% TW was identified in SG C Tube 35-44 slightly below the 8th tube support plate on the hot leg side. This tube was plugged and stabilized. Inspection of the surrounding tubes in this region showed no signs of tube wear or presence of a foreign object.

Additionally, two (2) tubes in SG B and one (1) tube in SG D had indications of foreign object wear that had been identified during the previous refueling outage (A2R10) inspection. These tubes had been allowed to remain in service during the previous inspection based on being below the Technical Specification plugging limit and visual verification that the object(s) that had caused the wear were no longer 8

present. Reinspection of these locations during A2R11 confirmed that these wear indications had not grown, therefore the tubes remain in service. EPRI Appendix H plus-point qualified examination technique 21998.1 was applied to size the indications. Refer to Attachment B for detailed locations and sizing for foreign object wear indications.

5.1.3 Preheater Wear - Tube degradation was found in eight (8) tubes that was attributable to preheater wear. The depth of the preheater wear ranged from 4% TW to 21% TW as measured by EPRI Appendix H qualified bobbin coil technique 96004.3. Since these tubes had only minor degradation and none were above the Technical Specification plugging limit, these tubes remain in service. Refer to Attachment B for detailed locations and sizing for all preheater wear indications.

5.2 Other Results 5.2.1 Visual Inspection of Installed Tube Pluqs - All previously installed tube plugs were visually inspected for signs of degradation and leakage. In addition, all plugs installed during this outage (A2R1 1) were also visually inspected and the installation parameters were reviewed for acceptable installation. No anomalies were found.

5.2.2 Attachment B contains tube lists with axial elevations of all imperfections that contain measurable through wall depth that were found during the A2R11 eddy current inspection.

5.2.3 A visual inspection of the secondary side moisture separator regions of SG D was performed during the A2R11 outage in accordance with Westinghouse procedure MRS-SSP-1 323-CBE/CDE, "Model D-5 SG Steam Drum and Auxiliary Feedwater Nozzle/Piping Inspection at Byron Station, Unit 2, and Braidwood Station, Unit 2,"

Revision 0. Erosion of the moisture separator tangential nozzles, downcomer barrels and swirl vanes was identified. Ultrasonic thickness measurements were taken of the eroded areas. An analysis was performed that determined that in the eroded areas significant margin remained prior to the erosion penetrating through wall and affecting SG performance or possibly generating loose parts. The erosion in the affected areas was not projected to penetrate through wall over the next operating cycle. Monitoring of the condition is planned over subsequent operating cycles in order to develop a degradation growth rate and take corrective actions if they become necessary.

9

6.0 TUBE PLUGGING

SUMMARY

Tube plugging was conducted in accordance with ASME Section Xl, 1989 Edition. All tube plugging was performed using Inconel-690 mechanical tube plugs. All tube plugging was performed in accordance with Westinghouse approved procedures. One tube in SG C was stabilized prior to plugging in a region where secondary side foreign object wear was identified.

Table 6.0 summarizes the tube plugging performed during A2R1 1. No tube sleeving was performed.

" ; A, :

, -; A, i

i C

i Tubes Plugged in A2R11I Tubes Stabilized Table 6.0 Summary of A2RII Tube Plugging

.;'SGA'-'." 7 SGB-

-'SG:C'-'l 4

1 0

1 2

I 1

0 1

1 l

. SG D I,

Total

. I 1

4 1

0 1

2 1

0 1

6 0

1 6

0 I

1 Refer to Attachment B for detailed locations and sizing of indications in tubes that were plugged during A2R1 1.

7.0 DOCUMENTATION All original optical disks have been provided to Exelon and are maintained at Braidwood Station. The final data sheets and pertinent tube sheet plots are contained in the Westinghouse Outage Report for Braidwood Station, Unit 2, Eleventh Refueling Outage, and are also maintained at Braidwood Station.

NOTE: The ASME Section Xl NIS-1 Form. "Owner's Report for Inservice Inspections," for steam generator inspections performed during the Braidwood Station, Unit 2, Eleventh Refueling Outage is contained in the "Braidwood Station, Unit 2, Inservice Inspection Summary Report."

10

8.0 FIGURESITABLES/ATTACHMENTS Attachment A Contents Table A.1 Data Acquisition Personnel Certification List Table A.2 Data Analysis Personnel Certification List Figure A.1 Westinghouse Model D-5 Tube Support Plate Attachment B Contents Attachment B.1 As-tested Bobbin Inspection Maps Attachment B.2 As-tested Plus-Point Hot Leg Tubesheet Inspection Maps Attachment B.3 As-tested Plus-Point Special Interest Inspection Maps Attachment B.4 Tubes Containing Secondary Side Foreign Wear Attachment B.5 Tubes Containing Anti-Vibration Bar Wear Attachment B.6 Tubes Containing Preheater Wear Attachment B.7 Tubes Plugged During A2R11 11

Attachment A Personnel Certifications

TABLE A.1 A2R1 1 Data Acquisition Personnel Certifications No.

Name Company Level QDA (Y/N)

I Burris, K.

Intech II N

2 Brown, W.

TMP/Hudson 11 N

3 Mantich, S.

TMP/Hudson 1I N

4 Evering, D.

Westinghouse 1I N

5 Fore, S.

Westinghouse 11 N

6 Gault, W.

Westinghouse II N

7 Glenn, W.

Westinghouse II N

8 Jury, L.

Westinghouse I

N 9

Mains, P.

Westinghouse II N

10 Mardell, D.

Westinghouse 11 N

11 Miller, G.

Westinghouse II N

12 Reif, D.

Westinghouse II N

13 Smith, A.

Westinghouse 11 N

TABLE A.2 A2R11I Data Analysis Personnel Certifications No.

Name Company Level QDA (Y/N)

I Bell, C.

Anatec Y

2 Cauvan, M.

Anatec IA Y

3 Dykes, A.

Anatec IA Y

4 Griffith, T.

Anatec IIA Y

5 Howe, D.

Anatec IIl Y

6 Hufford, C.

Anatec IIA Y

7 Johnson, G.

Anatec IIA Y

8 Kotcher, W.

Anatec IIA Y

9 Maben, D.

Anatec IIl Y

10 Miranda, E.

Anatec IIA Y

11 Moore, T.

Anatec IIA Y

12 Nethercott, J.

Anatec III Y

13 Oh, C.

Anatec IIA Y

14 Park, K.

Anatec IIA Y

15 Roberts, C.

Anatec IIA Y

16 Stanger, D.

Anatec III Y

17 Wieber, J.

Anatec IIA Y

18 Funanich, J.

Moretech IIl Y

19 Thulien, T.

Moretech

-ll Y

20

Brown, M.

NDE Tech III Y

21 Croyle, R.

NDE Tech Ill Y

22 Dye, J.

NDE Tech IIA Y

23 Grant, B.

NDE Tech III Y

24 Hutchinson, J.

NDE Tech IlIl Y

25 Johnson, J.

NDE Tech IIA Y

26 Lewis, C.

NDE Tech IIA Y

27 Lewis, D.

NDE Tech III Y

28 Schmitz, K.

NDE Tech III Y

29 Siegel, R.

NDE Tech Ill Y

30 Skirpan, J.

NDE Tech IIA Y

31 Thompson, K.

NDE Tech IIA Y

32 Zevchak,J.

NDE Tech IIA Y

33

Bowser, K.

Westinghouse IIl Y

34 Pocratky, R.

Westinghouse III Y

35 Popovich, R.

Westinghouse III Y

36 Yaklich, D.

Westinghouse III Y

37 Childers, J.

Wiltec III Y

38 Maullar, K.

Wiltec III Y

39 Kumar, S.

Young III Y

40 Salls, Y.

Young IlIl Y

41 Stocklin, P.

Young IIA Y

Independent Qualified Data Analyst

FIGURE A.1 Westinghouse Model D-5 Tube Support Plate Configuration

FIGURE A.1 Westinghouse Model D-5 Tube Support Plate Configuration AV2 AV3 AV[

AV4 11H 1ZZ 1

12lc 1O1H

ZZZ, Ias 43..

10H=

z4 10C 09H Yz 2ZZqzzZ 09C 0811H ZZZZ!Z4E 08 C 07H1 4

07C 36" 06C 05H 11 Z

05C 36".

Z 04C 03H1 03C 28" 02C 011-1 aic TSH 21.2 TSC TEH ITEC Anti-vibration Feedwater Inlet Nozzle Manway

Attachment B Inspection Scope / Results

Attachment B.1 As-tested Bobbin Inspection Maps

0 0

CDE-A HOT LEG.610 BOBBIN INSPECTION PROGRAM AS TESTED Braidwood A2R I CDE D5 n 4063 TESTED TEC THROUGH TEH 1 454 TESTED 11H THROUGH TEH a

53 PLUGGED TUBE lie 105 lee 95 90 85 80 75 70 65 60 55 50 nnnn f

nnnn nnnnnnnnA fnnnnfIn n nnnn nnnn n nnnn nnnn nnnn nnnn Mnnnnn n nnnnnnnn nnn nnnn nnnn nnnn nnnnn a

nnnn nnnnnnnn nnnnnnnnnnn nnnnnnrnn finnnnf innnni 45 o nnnn nnnn "Annnn "Annnn 40 35 30 s fnnnn nnnn tinnnn n

f Innnn nnnn nnn tMnnnnInnnn nnnn 25 20 15 10 5

45 40 35 25 20 15 le 5

-n nnnn a

nnnn nnnn no nnnfnn nnninnnnnnnfnn nnfinnnn nnnn nA nn n nnnnhnnnnnnnn nnnnfinnnn a

nnnnnnnn nnnn nnnn nnnn nnnn no nnn nnon n nn

-nnnnf nnnn innnnr innnntn annnl nnnnnnn nfnnninnnnnfnnnn Du nonninrnnnn nnn n nnnAunnnnnnnniinnnAfAn AAAnA nnn nnnn n n

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INSPDATE ROW COL VOLTS DEG IND PER CNN LOCH INCHI INCH2 BEGT ENDT PDIA PTYPE CAL L CON I

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.610 ZBARH 37 HI 38 20 1.97 0 PCT 23 PZ AV3

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.610 ZBARH 37 HI 38 20 3.04 0 PCT 31 P2 AV4

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.610 ZBARH 37 HN 39 20 1.80 0 PCT 22 P2 AVI

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.610 ZBARH 37 HN 39 20 1.31 0 PCT 17 P2 AV2

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.610 ZBARH 37 HI 39 20 2.11 0 PCT 24 P2 AV4

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.610 ZBARH 79 HN 39 21 1.03 0 PCT 17 P2 AVi

.08 TEC TEN

.610 ZBARH 35 HI 39 21 2.91 0 PCT 31 P2 AV2

.11 TEC TEN

.610 ZBARH 35 HI 39 21 1.43 0 PCT 21 P2 AV3

.00 TEC TEN

.610 ZBARH 35 HI 39 21 1.00 0 PCT 17 P2 AV4

-.05 TEC TEN

.610 ZBARH 35 HN 39 22 1.10 0 PCT 15 P2 AYi

.00 TEC TEN

.610 ZBARH 37 HI 39 22 1.91 0 PCT 23 P2 AV2

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.610 ZBARH 37 HI 39 23 4.09 0 PCT 37 P2 AV2

.00 TEC TEN

.610 ZBARH 35 HN 39 23 2.96 0 PCT 32 P2 AV3

.00 TEC TEN

.610 ZBARH 35 HI 30 24 1.12 0 PCT 15 P2 AV4

.00 TEC TEN

.610 ZBARH 37 HI 38 24 1.94 0 PCT 23 P2 AV2

.00 TEC TEN

.610 ZBARH 37 HN 38 24 1.76 0 PCT 21 P2 AV3

.03 TEC TEN

.610 ZBARH 37 Hi 40 24 3.91 0 PCT 36 P2 AVZ

.00 TEC TEH

.610 ZBARH 37 Hi 41 24 2.I1 e PCT 23 P2 AYZ

.eo TEC TEH

.610 ZBARH 37 H 41 24 1.89 0 PCT 22 P2 AV3

.00 TEC TEH

.610 ZBARH 37 HI 41 25 1.16 0 PCT 19 P2 A3

-.00 TEC TEN

.610 ZBARH 35 Hi 40 25 1.92 0 PCT 15 P2 AVY

.08 TEC TEN

.610 ZBARH 35 HI 40 25 2.64 0 PCT 32 P2 AV3

.00 TEC TEN

.610 ZBARH 35 HN 40 25

.64 0 PCT 12 P2 AV4

.54 TEC TEN

.610 ZBARH 35 HN 41 25

.86 0 PCT 15 P2 AV4

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.610 ZBARH 35 HN 41 25 2.09 0 PCT 26 P2 AV2

.00 TEC TEN

.610 ZBARH 35 HN 41 25 4.42 0 PCT 38 P2 AV3

.00 TEC TEN

.610 ZBARH 35 HN 36 26 4.42 0 PCT 17 PZ AV2

.00 TEC TEN

.610 ZBARH 21 HI 38 26 2.94 0 PCT 31 P2 AV3

.00 TEC TEN

.610 ZBARH 19 HI 43 26 3.54 0 PCT 34 P2 AV3

.00 TEC TEN

.610 ZBARH 19 HI 42 26 1.63 0 PCT 21 P2 AV3

.00 TEC TEN

.610 ZBARH 19 HN 38 27

.77 0 PCT 14 P2 AV2

.00 TEC TEN

.610 ZBARH 21 HI 38 27 1.34 0 PCT 21 P2 AV3

-.03 TEC TEN

.610 ZBARH 21 HN 38 28 1.35 0 PCT 20 P2 AV3

.03 TEC TEN

.610 ZBARH 21 HN 42 28

.96 0 PCT 15 P2 AVZ

.00 TEC TEN

.610 ZBARH 19 HN 42 28 l.96 0 PCT 15 P2 AV3

.00 TEC TEN

.610 ZBARH 19 HN 46 28 5.02 0 PCT 41 P2 AV2

-.47 TEC TEN

.610 ZBARH 19 HI 46 28 4.11 0 PCT 37 P2 AV3

.00 TEC TEN

.610 ZBARH 19 HN 46 28 2.86 0 PCT 30 P2 AV4

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+-

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SG - A Anti-Vibration Bar Wear Indications Braldwood 2 A2R1l CDE 20050401 04/28/2005 11:54:54

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.00 TEC TEH

.610 ZBARH 17 HI I

I 40 30 3.57 0 PCT 34 P2 AV2

.00 TEC TEH

.610 ZBARH 21 HI0 I 40 30 4.15 0 PCT 37 P2 AV3

.00 TEC TEH

.610 ZBARH 21 HI I

I 46 30 5.81 0 PCT 44 P2 AV2

-. 11 TEC TEH

.610 ZBARH 19 HI I

1 46 30 1.77 0 PCT 22 P2 AV3

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1 46 30 5.44 0 PID P2 AV2

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.610 Z8ARH 21 HI 1 40 31 1.71 0 PCT 23 P2 AVZ

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.610 ZBARH 21 HI I

1 40 31 2.06 0 PCT 26 P2 AV3

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.610 ZBARH 21 HI I

1 40 31 1.03 0 PCT 17 P2 AV4

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I 24 40 1.26 0 PCT 19 P2 AV3

-.21 TEC TEH

.610 ZBARH 3 HI I

I 45 40 1.06 0

POT 16 P2 AV2

.00 TEC TEH

.610 ZBARH 19 HIRESULT OF HISTORY REVIEWI II 2 42 41

.98 0

PCT 16 P2 AV2

.00 TEC TEH

.610 ZBARH 5 HI I

I 34 41 1.27 0 PCT 19 P2 AV3

.21 TEC TEH

.610 ZBARH 3 HI I

I 45 41 1.59 0

PCT 16 P2 AV2

.00 TEC TEH

.610 ZBARH 21 HI I

4E I

I 41 41 1.21 0 PCT 26 P2 AV3

.00 TEC TEH

.610 ZBARH 29 HI I

I I

394 43 1.24 0

POT 18 P2 AV2

.00 TEC TEH

.610 ZBARH 3 HI I

I I

I45 45 1.59 0

POT 22 P2 AV2

.03 TEC TEN

.610 ZBARH 27 HI I

I I

I40 47 1.99 0

POT 24 P2 AV2

.00 TEO TEH

.610 ZBARH 25 HI I

I I

I42 51 1.22 0 POT 19 P2 ~AV2

.00 TEC TEH

.610 ZBARH 23 HII

.+++++

+..++...++..+...+

+.+.+............+.

+

+.......

I ROW COL VOLTS DEG IND PER CHN LOCN INCH1 INCH2 BEGT ENDT PDIA PTYPE CAL L COM I

++++-

+-+-+-+-+-+-+-+

+....

+

+-...-..+.-..+-......

....--...--..---....... +.

+..+.-

+

2

SG - A Anti-Vibration Bar Weer Indicatlons Braidwood 2 A2R11 CDE 20050401 0412812005 11:54:54

++''-----+----4---+-----------+--

-_+_________+_________+_-.-+,,,_+,,-,,,+,,,,,,+,,,,,,+,,+,,,,,-,,,,,,,,,,,,,,,,+

I ROW COL VOLTS DEG IND PER CNN LOCN INCH1 INCH2 BEGT ENOT PDIA PTYPE CAL L COM I

++.-....++++++-+..

+----+-----+-..................................................................................................

+

+-.-

1 45 51

.93 0 PCT 15 P2 AV3

.00 TEC TEH

.610 ZBARH 23 HI I

lI 41 52

.91 0 PCT 15 P2 AV2

.00 TEC TEH

.610 ZBARH 23 HI I

I 45 55 1.32 0 PCT 19 P2 AV2

.00 TEC TEH

.610 ZBARH 23 HI I

45 55 2.08 0 PCT 26 P2 AV3

.00 TEC TEH

.610 ZBARH 23 HI I

I I

42 56

.81 0 PCT 14 P2 AV2

.00 TEC TEH

.610 ZBARH 25 HI I

45 59 1.13 0 PCT 16 P2 AV2

.00 TEC TEH

.610 ZBARH 29 HI I

45 59 1.72 0 PCT 22 P2 AV3

-. 00 TEC TEN

.610 ZBARH 29 HI I

46 59

.93 0

PCT 14 P2 AV1

.00 TEC TEH

.610 ZBARH 29 HI I

46 59 4.60 0 PCT 39 P2 AV2

.00 TEC TEH

.610 ZBARH 29 HI I

46 59 1.25 0 PCT 18 P2 AV3

.00 TEC TEN

.610 ZBARH 29 HI I

46 59 1.56 0

PCT 21 P2 AY4

.OO TEC TEH

.610 ZBMRH 29 HI I

20 60 3.37 0

PCT 33 P2 AVI

.00 TEC TEH

.610 ZBARH 29 HI I

20 60 1.18 0 PCT 17 P2 AV4

.00 TEC TEN

.610 ZBARH 29 HI I

I I

46 60 1.27 0 PCT 19 P2 AVI

.00 TEC TEH

.610 ZBARH 27 HI 46 60 2.34 0 PCT 28 P2 AV2

.00 TEC TEH

.610 ZBARH 27 HI I

I 40 61 3.74 0

PCT 35 P2 AV2

.00 TEC TEN

.610 ZBARH 27 HI I

40 61 1.71 0

PCT 23 P2 AV3

.00 TEC TEH

.610 ZBARH 27 HI I

5 6I 45 61

.77 0

PCT 12 P2 AY2

.00 TEC TEN

.610 ZBARH 29 HI I

I45 61

.97 0 POT 14 P2 AV2

.00 TEC TEH

.610 ZBARH 29 HI I

45 61 3.53 0 PCT 34 P2 AV3

.00 TEC TEH

.610 ZBARH 29 HI I40 62 4.55 0 POT 39 P2 AV2

.00 TEO TEH

.610 ZBMH 29 HIRESULT OF HISTORY REVIEW 40 62 1.53 0 PCT 21 P2 AV3

.00 TEC TEN

.610 ZBARH 29 HIRESULT OF HISTORY REVIEWI 45 62

.70 0 PCT 13 P2 AV3

.00 TEC TEH

.610 ZBARH 27 HI 40 64

.91 0

PCT 14 P2 AV3

.00 TEC TEN

.610 ZBARH 29 HI 45 64 1.07 0 PCT 17 P2 AVI

.05 TEC TEN

.610 ZBARH 27 HI 45 64 3.56 0 PCT 34 P2 AV2

.00 TEC TEH

.610 ZBARH 27 HI 45 64 2.39 0 PCT 28 P2 AV3

.00 TEC TEN

.610 ZBARH 27 HI I

I I

39 65 1.48 0 PCT 20 P2 AV2

.00 TEC TEN

.610 ZBARH 29 HI I39 65 2.21 0 POT 26 P2 AV3

.00 TEC TEH

.610 ZBAMH 29 HI 36 66 1.59 0

PCT 22 P2 AV3

.00 TEC TEH

.610 ZBARH 27 HI 40 66

.86 0 PCT 15 P2 AV2

-. 27 TEC TEN

.610 ZBARH 27 HI I

39 67

.98 0

PCT 16 P2 AVI

.08 TEC TEN

.610 ZBARH 51 HI 39 67 1.00 0

PCT 17 P2 AV2

.00 TEC TEN

.610 ZBARH 51 HI 44 67

.86 0

PCT 15 P2 AV1

.11 TEC TEH

.610 ZBARH 51 HI 39 68

.66 0

PCT 10 P2 AVI

.00 TEC TEN

.610 ZBARH 55 HI I

40 68 1.94 0

PCT 24 P2 AV2

.00 TEC TEH

.610 ZBARH 55 HI I

40 68

.91 O PCT 13 P2 AY3

.00 TEC TEH

.610 ZBMRH 55 HI 41 68 1.20 0 PCT 17 P2 AVZ

.00 TEC TEN

.610 ZBARH 55 HI I

41 68 2.57 0 PCT 29 P2 AV3

.00 TEC TEH

.610 ZBARH 55 HI I

I I

40 69

.84 0

PCT 15 P2 AVI

.00 TEC TEH

.610 ZBARH 51 HI I

I I

41 69 1.01 0

PCT 16 P2 AV3

.05 TEC TEH

.610 ZBARH 51 HI I

I I

39 70 1.96 0 PCT 24 P2 AV2

.00 TEC TEH

.610 ZBARH 55 HI I

I 45 70 1.00 0 PCT 17 P2 AV2

.00 TEC TEH

.610 ZBARH 51 HI I

45 70 1.52 0 PCT 21 P2 AV3

-. 03 TEC TEH

.610 ZBARH 51 HI I

I I

40 71 1.29 0 PCT 18 P2 AV1

.00 TEC TEH

.610 ZBARH 55 HI I

40 71 2.21 0 PCT 25 P2 AV2

.00 TEC TEH

.610 ZBARH 55 HI I

40 71 3.85 0 PCT 36 P2 AV3

.00 TEC TEH

.610 ZBARH 55 HI I

I43 71 1.42 0 POT 19 P2 AV1

.O0 TEC TEH

.610 Z8ARH 55 HI I

43 71 2.05 0 PCT 25 P2 AV2

.00 TEC TEH

.610 ZBARH 55 HI 43 71 1.04 0

PCT 15 P2 AV3

.00 TEC TEH

.610 ZBARH 55 HI I

I I

46 71 1.15 0 PCT 16 P2 AV2

.00 TEC TEH

.610 ZBARH 55 HI I

I ROW COL VOLTS DEG IND PER CHN LOCN INCHI INCH2 BEGT ENDT PDIA PTYPE CAL L COM I

++

+-

+

+-

+.++++

3

SG - A Anti-Vibration Bar Wear Indications Braldwood 2 A2R11 CDE 20050401 04/28/2005 11:54:54

+

-+.-------+----+-..

+----+-

+-...-....-.....-+--

+

+-....

+--+------------.--+

I ROW COL VOLTS DEG IND PER CHN LOCN INCH1 INCH2 BEGT ENDT PDIA PTYPE CAL L COM I

+.+

+

+.+

+

+ +.+....................

.I.I 39 72 1.33 0 PCT 20 P2 AV2

.08 TEC TEH

.610 ZBARH 51 Hi 41 72 1.31 0 PCT 19 P2 AV3

.08 TEC TEH

.610 ZBARH 51 HI I43 72

.82 0 PCT 15 P2 AV3

-.02 TEC TEH

.610 ZBARH 51 HI 47 72

.82 0 PCT 15 P2 AV1

.00 TEC TEH

.610 ZBARH 51 Hi 32 73

.82 O PCT 1I P2 A

.O0 TEC TEH

.610 ZBARH 51 H 32 73 1.19 0

PCT 17 P2 AV1

.00 TEC TEH

.610 ZBARH 55 HI 32 73

.87 0 PCT 13 P2 AV2

.00 TEC TEH

.610 ZBARH 55 Hi 32 73

.81 0 PCT 12 P2 AV3

.00 TEC TEH

.610 ZBARH 55 HI 32 73

.86 0 PCT 13 P2 AV4

.00 TEC TEH

.610 ZBARH 55 HI 37 73 I.99 PCT 23 PZ AV1

.08 TEC TEH

.610 ZBARH 55 H 37 73 3.97 0 PCT 13 P2 AVZ

.08 TEC TEH

.610 ZBARH 55 HI 39 73 3.95 0 PCT 32 P2 AVZ

.00 TEC TEH

.610 ZBARH 55 HI 39 73 3.75 0

PCT 36 P2 AV2

.00 TEC TEH

.610 ZBARH 55 HI 39 73 3.15 0 PCT 32 P2 AV3

.00 TEC TEH

.610 ZBARH 55 HI 46 73 1.25 0 PCT 17 P2 AV4

.00 TEC TEH

.610 ZBARH 55 HI 46 73 2.83 0 PCT 30 P2 AV2

.00 TEC TEH

.610 ZBARH 55 HI 16 1

76 74 1.25 0 PCT 17 P2 AV4

.00 TEC TEH

.610 ZBARH 55 HI I4 74 2.83 0 PCT 13 P2 AV2

.00 TEC TEH

.610 ZBARH 51 HI 41 74 1.46 0 PCT 19 P2 AV4

.00 TEC TEH

.610 ZBARH 51 Hi 41 74 1.00 0 PCT 17 P2 AV2

.00 TEC TEH

.610 ZBARH 51 Hi 41 74 4.74 0 PCT 34 P2 AV3

.00 TEC TEH

.610 ZBARH 51 HI 41 74 1.22 0 PCT 31 P2 AV3

.06 TEC TEH

.610 ZBARH 51 HI 41 74 3.41 0 PCT 34 P2 AV2

.00 TEC TEH

.610 ZBARH 51 HI 37 75 4.31 0 PCT 31 P2 AV3

.00 TEC TEH

.610 ZBARH 59 HI 37 75 1.01 0 PCT 18 P2 AV3

.00 TEC TEH

.610 ZBARH 59 HI 47 75 1.32 0 PCT 18 P2 AV

.00 TEC TEH

.610 ZBARH 59 HI 39 75 1.06 0 PCT 15 P2 AV3

.00 TEC TEH

.610 ZBARH 59 HI 41 75 1.97 0 PCT 24 P2 AV1

.00 TEC TEH

.610 ZBARH 59 Hi 41 75 1.05 0 PCT 15 P2 AV2

.00 TEC TEH

.610 ZBARH 59 Hi 41 75 2.10 0 PCT 25 P2 AV3

.00 TEC TEH

.610 ZBARH 59 HI 30 76 1.09 0 PCT 17 P2 AV3

.25 TEC TEH

.610 ZBARH 57 Hi 37 76 1.51 0 PCT 21 P2 AV1

-.13 TEC TEH

.610 ZBARH 57 HI 37 76 3.75 0 PCT 35 P2 AVZ

.26 TEC TEH

.610 ZBARH 57 Hi 37 76 1.74 0 PCT 23 P2 AV3

.05 TEC TEH

.610 ZBARH 57 Hi 37 76

.88 0 PCT 15 P2 AV4

.03 TEC TEH

.610 ZBARH 57 HI 39 76 1.12 0 PCT 17 P2 AV1

.08 TEC TEH

.610 ZBARH 57 HI 39 76

.99 0 PCT 16 P2 AV3

.08 TEC TEH

.610 ZBARH 57 HI 33 77

.83 0 PCT 13 P2 AV1

.00 TEC TEH

.610 ZBARH 59 HI 237 77 1.29 0 PCT 18 P2 AV2

.00 TEC TEH

.610 ZBARH 59 HI 25 78

.97 0 PCT 16 P2 AV3

-.08 TEC TEH

.610 ZBARH 57 HI 45 78 1.05 0 PCT 17 P2 AV4

.03 TEC TEH

.610 ZBARH 57 HI 37 78I00PT 1

2AI

.0TCTH

.1 BR 7H I 9 78

.98 0 PCT 16 P2 AV2

.00 TEC TEH

.610 ZBARH 57 HI 34 78

1.37 0 PCT 20 P2 AV2

.21 TEC TEH

.610 ZBARH 57 HI I437 78

.90 0 PCT 15 P2 AV

.00 TEC TEH

.610 ZBARH 57 HI 03 78

.92 0 PCT 15 P2 AV1

.00 TEC TEH

.610 ZBARH 57 HI 39 78 1.68 0 PCT 23 P2 AV3

.05 TEC TEH

.610 ZBARH 57 Hi 34 78 1.17 0 PCT 13 P2 AV2

.00 TEC TEH

.610 ZBARH 57 HI I40 78

.64 0 PCT 12 P2 AV3

.00 TEC TEH

.610 ZBARH 57 HI 41 78 1.12 0 PCT 17 P2 AV3

-.03 TEC TEH

.610 ZBARH 57 Hi 31 79 1.17 0 PCT 16 P2 AV1

.00 TEC TEH

.610 ZBARH 59 HI I31 79 1.52 0 PCT 20 P2 AVZ

.O0 TEC TEH

.610 ZBARH 59 HI I31 79 2.80 0 PCT 30 P2 AV3

.00 TEC TEH

.610 ZBARH 59 HI

+

.+

4....................**4..

+

I ROW COL VOLTS DEG IND PER CHN LOCN INCH1 INCH2 BEGT ENDT PDIA PTYPE CAL L COM I

+++.................+++++..

4..+.....4.++++

SG - A Anti-Vibration Bar Weer Indications Braidwood 2 A2R11 CDE 20050401 0412812005 11:54:54

+.

+

4

+

,.4 I ROW COL VOLTS DEG IND PER CNN LOCN INCH1 INCH2 BEGT ENDT PDIA PTYPE CAL L COM

+........+.......

++

+

4............

40 79 1.76 0 PCT 22 P2 AV2

.00 TEC TEH

.610 ZBARH 59 HII I40 79 2.79 0 PCT 30 P2 AV3

.00 TEC TEN

.610 ZBARH 59 HII I

I I41 79 1.14 0 PCT 16 P2 AVZ

.00 TEC TEH

.610 ZBARH 59 HI I

I41 79 1.92 0 PCT 23 P2 AV3

.00 TEC TEH

.610 ZBARH 59 HII I

I I45 80 1.73 0 PCT 23 P2 AV2

.11 TEC TEH

.610 ZBARH 57 HI I

I45 80 2.94 0 PCT 31 P2 AV3

.03 TEC TEN

.610 ZBARH 57 HI I

I45 60 1.29 0 PCT 19 P2 AV4

.08 TEC TEN

.610 ZBARH 57 HI I

I I

I33 81

.83 0 PCT 13 P2 AV2

.00 TEC TEH

.610 ZBARH 59 HII I

I I34 81 1.96 0 PCT 24 P2 AV2

.00 TEC TEH

.610 ZBARH 59 HI I

I 37 81.14 PC 16 P2 Ai

.0 TE TE

.60 ZBRH 9 H I37 81 2.94 0 PC 316 P2 AVI.

.00 TEC TEH

.610 ZBARH 59 HII I37 81 2.38 0 PCT 27 P2 AV3

.00 TEC TEN

.610 ZBARH 59 HII I

I I40 61 1.25 0 PCI 17 P2 AV2

.00 TEC TEH

.610 ZBARH 59 HI I

I37 82 1.07 0 PCT 17 P2 AVI

.16 TEC TEN

.610 ZBARH 57 HI I

I37 82

.90 0 PCT 15 P2 AV3

.03 TEC TEN

.610 ZBARN 57 NI I

I I

I40 82 1.18 0 PCT 18 P2 AV2

.19 TEC TEN

.610 ZBARH 57 HI I

I40 82 1.09 0 PCT 17 P2 AV3

.03 TEC TEN

.610 ZBARH 57 HI I

I I

I41 82

.92 0 PCT 15 P2 A"i

.16 TEC TEH

.610 ZBARH 57 NII I41 82 4.08 0 PCT 36 P2 AV2

.03 TEC TEN

.610 ZBARH 57 HI I

I41 82 2.07 0 PCT 26 P2 AV3

.13 TEC TEN

.610 ZBARH 57 HII I41 82 1.40 0 PCT 20 P2 AV4

-.03 TEC TEH

.610 ZBARH 57 HI I

458I7 CT 1

2A2

.*IE E

61 BR 7H I45 82 1.70 0 PCT 13 P2 AV2

-.00 TEC TEH

.610 ZBARH 57 HII I34 62 1.05 0 PCT 17 P2 AV3

-.03 TEC TEN

.610 ZBARH 57 IEUTOF HITR E

IEW I

I I43 83 1.039 0 PCT 15 P2 AV2

.00 TEC TEH

.610 ZBARH 59 HIREUTO ITR E IEW 408I.3 0PT 2

2A2

.0TCTN

.1 BR 9 H I

I40 83 2.39 0 PCT 27 P2 AVi

.00 TEC TEH

.610 ZBARN 59 HII I

40 83.03 PC 24 P2 A2

.0 TE TE

.60 ZBRH 9 H I40 83 1.30 0 PCT 18 P2 AV3

.00 TEC TEN

.610 ZBARH 59 HII I41 83 4.71 0 PCTD 4

P2 AV2

.00 TEC TEH

.610 ZBARH 59 HI I

I41 83 4.33 0 PIO P2 AV2

.00 TEC TEN.

.610 ZBARH 709 HI I

I34 63 4.44 0 PCTO 1

P2 AV

-.00 TEC TEN

.610 ZBARH 109 HI I

I39 84 1.124 0 PCI 17 P2 AVi

-.05 TEC TEH

.610 ZBARH 57 HI I

I39 84 1.24 0 PCT 19 P2 AV3

-.05 TEC TEN

.610 ZBARN 57 HII I

I I40 84

.97 0 PCI 16 P2 AV3

.11 TEC TEN

.610 ZBARH 57 HII I

I I41 84 1.15 0 PCT 18 P2 AV2

.05 IEC TEN

.610 ZBARH 57 HI I

I39 85 1.23 0 PCI 17 P2 AV2

.00 TEC TEH

.610 ZBARH 59 HI I

I39 85 1.68 0 PCT 21 P2.AV3

.00 TEC TEH

.610 ZBARH 59 HI I

I I

I40 85 1.12 0 PCT 16 P2 AM

.00 TEC TEH

.610 ZBARH 59 HI I

I40 85 2.93 0 PCT 31 P2 AV2

.00 TEC. TEH

.610 ZBARH 59 HI I

I40 85 4.41 0 PCT 38 P2 AV3

.00 TEC TEH

.610 ZBARH 59 HI I

I 41 85.21 PC 17 P2 A2

.0 TE TE

.60 ZBRH 9 H I41 85 1.04 0 PCT 15 P2 AV3

.00 TEC TEN

.610 ZBARH 59 HII I

I I45 85 1.76 0 PCT 22 P2 AV2

.00 TEC TEN

.610 ZBARH 59 HI I

I I

I38 86

.57 0 PCT 11 P2 AVI.

.00 TEC TEH

.610 ZBARH 57 HI I

I38 86 1.69 0

PCT 23 P2 AV2 C.0 TEC TEN

.610 ZBARH 57 NI I

I38 86 1.27 0 PCT 19 P2 AV3

.03 TEC TEN

.610 ZBARH 57 HI I

I I

I39 86 1.33 0 PCT 20 P2 AV2

.16 TEC TEH

.610 Z8ARH 57 HI I

I39 86 1.03 0 PCI 16 P2 AV3

.00 TEC TEN

.610 ZBARH 57 HI I

I I

I36 87 1.22 0 PCT 19 P2 AV3

.00 TEC TEN

.610 ZBARH 69 HI I

I I

I39 87 2.21 0 PCI 27 P2 AV2

.00 TEC TEH

.610 ZBARH 69 HI I

I39 87

.88 0 PCT 15 P2 AV3

.03 TEC TEN

.610 ZBARH 69 HI I

I40 87 1.05 0

PCT 17 P2 AM

.00 IEC TEN

.610 ZBARH 69 HI I

I40 87 3.58 0

PCI 34 P2 AV2

.00 TEC TEN

.610 ZBARH 69 HI I

I40 87

.97 0

PCI 16 P2 AV3

.08 TEC TEH

.610 ZBARH 69 HII

+.-.+.................................-+..-..+

4.-.+-

+

.+........

I ROW COL VOLTS DEG IND PER CHN LOCN INCKi INCN2 BEGT ENDT PDIA PTYPE CAL L CON

+........

+--

.4......................,

+.............

5

SG - A Anti-Vibration Bar Wear Indications Braldwood 2 A2R11 CDE 20050401 0412812005 11:54:54 IROW COL VOLTS DEG IND PER CHN LOCN INCH1 INCHZ BEGT ENDT PDIA PTYPE CAL L COM

4.

-+....

4 I40 87 1.15 0 PCT 18 P2 AV4

.11 TEC TEH

.610 ZBARH 69 HiI 41 87I9 C

1P V

00TCTN.1 B

9H

.141 67 2.39 0 PCT 31 P2 AV2

-.03 TEC TEH

.610 ZBARH 69 HI 334 87 12.3 0 PCT 28 P2 AV3

-.03 TEC TEH

.610 ZBARH 69 Hi 36 8

14 C

9P V

43TCTN.1 BR 1H I33 88 1.26 0 PCT 17 P2 AV2

.00 TEC TEN

.610 ZBARH 71 HiI I43 88 2.42 0 PCT 19 P2 AV2

.43 TEC TEH

.610 ZBARH 71 HiI 403 88 1.48 0 PCT 20 P2 AV3

.43 TEC TEH

.610 ZBARH 71 HiI 40 88 12.7 0 PCT 28 P2 AV2

.00 TEC TEH

.610 ZBARH 73 HI I34 88 91.7 0 POT 24 P2 AV3

.00 TEC TEH

.610 ZBARH 73 HI 364 88 1.27 0 PCT 19 P2 AV4

.00 TEC TEH

.610 ZBARH 73 HII I36 89 1.91 0 PCT 15 P2 AV2

.35 TEC TEH

.610 ZBARH 73 HiI I36 89

.83 0 POT 12 P2 AV3

.00 TEC TEH

.610 ZBARH 73 HII 38 89 1.22 0 PCT 18 P2 AV2

.35 TEC TEN

.610 ZBARH 75 HII 403 89

.95 0 PCT 15 P2 AV3

.00 TEC TEH

.610 ZBARH 75 Hi I40 89 1.98 0 PCT 16 P2 AV2

.00 TEC TEN

.610 ZBARH 75 HI 40 89 1.91 0 PCT 15 P2 AV3

.00 TEC TEH

.610 ZBARH 75 HII I1 890 1.20 PCT 18 P2 AV3

.05 TEC TEH

.610 ZBARH 75 HII 35 90I90PT1 2AI

.00TCTN.1 B

1H I34 690 71.0 0 PCT 16 P2 AV3

.00 TEC TEN

.610 ZBARH 75 HII 131 0

21 0

IC 5P V

1 E

TN.1 BR 1H I7 90 1.18 PCT 18 P2 AV3

.00 TEC TEN

.610 ZBARH 75 HI I35 90 1.169 0 POT 11 P2 AVi 00 TEC TEH

.610 ZBARH 71 HiI I38 90 1.71 0 POT 19 P2 AV2

.00 TEC TEH

.610 ZBARH 71 HII I35 90 2.15 0 POT 25 P2 AV

.10 TEC TEN

.610 ZBARH 71 HiI 39 90 1.02 0 POT 16 P2 AV2

.00 TEC TEH

.610 ZBARH 75 HII I9 I030 C

1P V

00TCTN.1 B

5H I38 90

.52 0 POT 75 P2 AVi

.00 TEC TEN

.610 ZBARH 75 HII I43 90 1.216 0 POT 18 P2 AV2

.00 TEC TEN

.610 ZBARH 75 HII 413 90 1.28 0 POT 19 P2 AV3

.03 TEC TEN

.610 ZBARH 75 HiI

. 453 90 1.58 0 POT 82 P2 AVI

.00 TEC TEN

.610 ZBARH 75 HI I39 90 2.66 0 POT 29 P2 AV2

.16 TEC TEN

.610 ZBARH 75 HI I39 90 3.03 0 PCT 31 P2 AV3

.00 TEC TEH

.610 ZBARH 75 Hi I39 90

.91 0 POT 15 P2 AV4

.00 TEC TEH

.610 ZBARH 75 HI I41 90 2.21 0 POT 26 P2 AV2

.00 TEC TEH

.610 ZBARH 75 HII I41 91 3.44 0 POT 34 P2 AV2

.06 TEC TEH

.610 ZBARH 73 HII I41 91 1.38 0 POT 20 P2 AV3

.03 TEC TEH

.610 ZBARH 73 HII I45 91 1.60 0 POT 22 P2 AVI

-.08 TEC TEN

.610 ZBARH 73 HII 36 92 1.34 0 POT 19 P2 AV2

-.16 TEC TEH

.610 ZBARH 75 HII 423 92 1.87 0 POT 24 P2 AV4

.00 TEC TEH

.610 ZBARH 75 HiI I38 92 2.31 0 POT 27 P2 AV2

-.03 TEC TEN

.610 ZBARH 75 Hi I23 92 1.62 0 POT 22 P2 AV3

-.25 TEC TEN

.610 ZBARH 75 HI 334 92 1.30 0 POT 19 P2 AV2

.00 TEC TEH

.610 ZBARH 75 HI 334 92 1.15 0 POT 18 P2 AV4

.05 TEC TEN

.610 ZBARH 75 HII I

I..

I 38W 93 VLT 1.54 IN0 POT 22 N LO2NAV3 H

IN ET ENDTE

.610 PTARH 73L HICO I

I--

I 4193

.56 0 PO 35P2 V2

.11 EC EH 610 BAR 73HI6

SG - A Anti-Vibration Bar Wear Indications Braldwood 2 A2R11 COE 20050401 04/28/2005 11:54:54

.+..........+

++.++.+........................................................++

+..++...............

I ROW COL VOLTS DEG IND PER CHN LOCN INCHI INCH2 BEGT ENDT PDIA PTYPE CAL L COM

+.....

+....+........................+

34 98

.98 0 PCT 16 P2 AV3

.00 TEC TEH

.610 ZBARH 75 Hi 28 99 1.04 0 PCT 14 P2 AV3

.00 TEC TEH

.610 ZBARH 77 Hi 3I I

32 99 4.30 0 PCT 38 P2 AV2

-.25 TEC TEH

.610 ZBARH 73 HI I

32 99 1.23 0 PCT 19 P2 AV3

-.19 TEC TEH

.610 ZBARH 73 HI 23399

.68 0 PCT 9

P2 AV2

.00 TEC TEH

.610 ZBARH 73 HI I 29 102 1.12 0 PCT 18 P2 AV3

.00 TEC TEH

.610 ZBARH 79 HI i 29 103

.84 0 PCT 12 P2 AV1

.00 TEC TEH

.610 ZBARH 77 Hi I30 103 2.61 0 PCT 29 P2 AVI

.00 TEC TEH

.610 ZBARH 77 HI 30 103 2.61 0 PCT 22 P2 AV2

.00 TEC TEH

.610 Z8ARH 77 HI 30 103 1.21 0 PCT 27 P2 AV2

.00 TEC TEH

.610 ZBARH 77 Hi I 28 104 1.07 0 PCT 18 P2 AV2

.00 TEC TEH

.610 ZBARH 79 HI I

I29 104

.72 0 PCT 30 P2 AV1

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Tubes: 82 Records: 133 3

Attachment B.6 Tubes Containing Preheater Wear

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Tubes: 2 Records: 18 1

CDE-D PREHEATER WEAR INDICATIONS Braidwood A2R I CDE D5 A 1 PREHEATER WEAR INDICATION OF 9 PERCENT AT 07C B 1 PREHEATER WEAR INDICATION OF 11 PERCENT AT 07C a 25 PLUGGED TUBE 1le 105 1ee 95 90 0

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MONTHYEAR2006-02-13 [Table View]

BW050064, Eleventh Refueling Outage Steam Generator Inservice Inspection Summary Report

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