ML14189A286

Final Report for the 40th Year (10th Period) Tendon Surveillance at Three Mile Island, Unit 1

ML14189A286
Person / Time
Site:	Three Mile Island
Issue date:	04/17/2014
From:	Makinson A M, Maldonado D G, Schafer D PSC
To:	Office of Nuclear Reactor Regulation
Shared Package
ML14189A283	List: ML14189A284 ML14189A285 ML14189A286 ML14189A287 TMI-14-061, 40th Year Tendon Surveillance Engineering Report (Topical Report 213), Precision Surveillance Corporation in-Service Inspection Quality Control Procedure, Monitoring Tendon Force (Lift-Offs)
References
TMI-14-061
Download: ML14189A286 (330)

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DOCUMENT STATUS: ISSUED FOR USE REVISION:

0 PAGE: iPROJECT TITLE: FINAL REPORT FOR THE 40th YEAR TENDON SURVEILLANCE AT TMIDOCUMENT NUMBER: REP-1091-510 DATE: 04/07/14ENGINEERING REPORT DOCUMENT COVER SHEETDOCUMENT TITLE: Final Report for the 40TH Year (10th Period) Tendon Surveillance atThree Mile Island Unit IPSC ENGINEERING AND CLIENT REVIEWNAME ELECTRONIC SIGNATURE DATEPREPARED BY: David Maldonado 71 04/07/14VERIFED BY: David Schafer, P.E. 04/07/14APPROVED BY: Andrew Makinson, P.E. 04/07/14CLIENT APPROVAL:

Note: This document is applicable for the 40th Year, 10th Period, IWL Tendon Surveillance at TMI Unit 1.Topical Report 213 Attachment 2 Page 1 of 1008 DOCUMENT STATUS: ISSUED FOR USE REVISION:

0 PAGE: iiPROJECT TITLE: FINAL REPORT FOR THE 40" YEAR TENDON SURVEILLANCE AT TMIDOCUMENT NUMBER: REP-1091-510 DATE: 04/07/14RECORD OF REVISIONS REV.NO. DATE DESCRIPTION 0 04/07/14 INITIAL ISSUE* 44 4j4- *4 4v10+ 4+ 4+ 4Note: Significant changes are briefly described in this table.Topical Report 213 Attachment 2 Page 2 of 1008 DOCUMENT STATUS: ISSUED FOR USE REVISION:

0 PAGE: iiiPROJECT TITLE: FINAL REPORT FOR THE 40" YEAR TENDON SURVEILLANCE AT TMICl51I -ANCEDOCUMENT NUMBER: REP-1091-510 DATE: 04/07/14ABSTRACT....... .. ...: .: : : , .. .... .... .... .. ...... ......, ..... ..............The purpose of this report is to present the results of the 2013 Three Mile Island Unit 1 -40TH Year (10thPeriod) In-Service Inspection on the containment structure post-tensioning system. The details of thisinvestigation are discussed in the body of the report and a summary of the results are listed below:> Summary of Scope:1. Acceptable corrosion levels were found on all selected tendon ends and no cracks were found onanchorage components, all of which were rated with a corrosion level A or B.2. No water was detected at any of the tendon ends during the 2013 tendon surveillance.

3. Nine (9) sheathing filler (grease) samples were found to have Neutralization Numbers (or basenumbers) less than the lowest test limit value. The second sample for nine (9) tendon ends, plusone (1) additional sample, was sent for further testing.

Three (3) of the second samples indicated aneutralization number of approximately zero; the remaining seven (7) had acid numbers between0.530 and 2.64. The remaining sheathing filler sample analysis indicates results within theacceptance limits of Table IWL-2525-1.

4. The buttress 4 (shop) end of hoop tendon H24-15 was found to have two (2) protruding wires notpreviously reported (see NCR-NCR-N1091-001).

The bottom (field) end of vertical tendon V-136was found to have one (1) missing wire not previously reported (see NCR-N1091-002).

No otherprotruding/missing wires were noted during the surveillance.

5. The south (shop) end of dome tendon D-143 and the buttress 1 (shop) end of hoop tendon H1 3-08were found to have excessive shim gaps. These findings were recorded in NCR-N1091-004 andNCR-N1091-005, respectively, and submitted to TMI Engineering.

The buttress 4 (shop) end oftendon H24-22 was found with an excessive shim gap; the condition was corrected prior toresealing the tendon end.6. No recordable indications were noted during a detailed visual inspection performed within a 24"perimeter of concrete surrounding the bearing plate of each tendon end inspected.

7. No tendons were found to have liftoff values below 95% of their Predicted Forces.8. Vertical tendon V-1 36 was locked off at a force greater than 70% of GUTS. The final lock off forcewas equivalent to 72% GUTS for 167 effective wires (see NCR-N1091-003).

All other detensioned tendons were retensioned to acceptable forces, per IWL-2523.

9. All elongation measurements were acceptable for tendons where elongation was measured duringthis surveillance.

10. All test wires removed and tested were found to have acceptable corrosion levels, diameter, yieldstrength, ultimate

strength, and elongation (see Appendix C).11. All inspected tendons were resealed and greased to acceptable levels.12. The hydraulic jacks used for tendon liftoffs were calibrated before and after the surveillance periodand found to be within an acceptable variation of +/- 1.5% of GUTS.13. A comparison of the "As-Found" force levels to measured forces during original installation wasperformed, and no abnormal average force differences were observed.

14. The Containment General Visual Examination was performed per PSC procedure SQ 8.4 anddocumented in Appendix J.> Summary of Final ReportIn summary of the Final Report for the 40th Year Tendon Surveillance at Three Mile Island Unit1, no abnormal degradation of the inspected post-tensioning systems have been recorded, identified, or presented within this document.

Topical Report 213 Attachment 2 Page 3 of 1008 DOCUMENT STATUS: ISSUED FOR USE REVISION:

0 PAGE: ivPROJECT TITLE: FINAL REPORT FOR THE 40th YEAR TENDON SURVEILLANCE AT TMILANCE DOCUMENT NUMBER: REP-1091-510 DATE: 04/07/14TABLE OF CONTENTSENGINEERING REPORT DOCUMENT COVER SHEET..............

RECORD QF REVISIONS

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iiABSTRACT

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.........iiiTABLE OF CONTENTS

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iv

1.0 INTRODUCTION

1Table 1-1: TMI Unit 1 -40TH Year Surveillance Original Scope 2Table 1-2: TMI Unit 1 -40TH Year Surveillance Augmented Scope 22.0 SURVEILLANCE PROCEDURES

...... 33..0 S H EATHING FILLE R, ANA.,ySIS

.........

...._._ ._._....

4Table 3-1: SQ7.0 -Sheathing Filler Analysis

-Unit 1 Original Scope Tendons 5Table 3-2: SQ7.0 -Sheathing Filler Analysis

-Unit 1 Augmented Scope Tendons 6Table 3-3: SQ7.0 -Sheathing Filler Analysis

-Unit 1 Acid Test Results 64.0 VISUAL INSPECTIONS 7Table 4-1: SQ6.0 -Grease Cap Removal -Unit 1 Original Scope Tendons 8Table 4-2: SQ6.0 -Grease Cap Removal -Unit 1 Augmented Scope Tendons 9Table 4-3: SQ6.1 -Inspection for Water -Unit 1 Original Scope Tendons 10Table 4-4: SQ6.1 -Inspection for Water -Unit 1 Augmented Scope Tendons 10Table 4-5: SQ8.0 -Buttonhead Count -Unit 1 Original Scope Tendons 12Table 4-6: SQ8.0 -Buttonhead Count -Unit 1 Augmented Scope Tendons 13Table 4-7: SQ8.0 -Anchorage Corrosion Condition

-Unit I Original Scope Tendons 14Table 4-8: SQ8.0- Anchorage Corrosion Condition

-Unit 1 Augmented Scope Tendons 15Table 4-9: SQ8.3 -Bearing Plate Concrete Inspection

-Unit 1 Original Scope Tendons 17Table 4-10: SQ8.3 -Bearing Plate Concrete Inspection

-Unit 1 Augmented Scope Tendons 185.0 HYDRAULIC JACK CALIBRATIONS 196, M N IO R T E N D N, O R E .........................

.. ....... .........................

... ... .... ....... -_6.0 MONITOR TENDQN FORCE 20Table 6-1: SQ9.0 -Monitoring Tendon Force -Unit 1 Original Scope Tendons 21Table 6-2: SQ9.0 -Monitoring Tendon Force -Unit 1 Augmented Scope Tendons 22Table 6-3: SQ 11.0 -Tendon Restressing

-Unit 1 Original Scope 24Table 6-4: 501 1.0 -Tendon Restressing

-Unit 1 Augmented Scope 267.0 COMPARISON WITH ORIGINAL INSTALLATION DATA 28Table 7-1: Comparison with Installation Data -Unit 1 Original Installation Tendons 28Table 7-2: Comparison with Installation Data -Unit 1 Augmented Scope Tendons 288.0 WIRE INSPECTION AND WIRE TESTING 29Table 8-1:5010.2

& SQ10.3 -Visual Inspection

& Tensile Testing of Wire -Unit 1 Original Scope 30Table 8-2: SQ10.2 & SQ10.3-Visual Inspection

& Tensile Testing of Wire -Unit 1 Augmented Scope 309.0 TENDON RESEALING

_ ____319=,0. E N D Q N ,R E EA IN G....................

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..... _ _ 131- -Table 9-1: SQ12.1 -Grease Loss vs. Grease Replacement-Unit 1 Original Scope Tendons 32Table 9-2: SQ12.1 -Grease Loss vs. Grease Replacement

-Unit 1 Augmented Scope Tendons 3310.0 CONTAINMENT SURFACE EVALUATION

... .34Topical Report 213 Attachment 2 Page 4 of 1008 DOCUMENT STATUS:PROJECT TITLE:DOCUMENT NUMBER:ISSUED FOR USE REVISION:

0 PAGE: vFINAL REPORT FOR THE 40th YEAR TENDON SURVEILLANCE AT TMIREP-1091-510 DATE: 04/07/14m-I.

11.0 CONCLUSION

______ 35P

11.0 CONCLUSION

35APPENDICES Appendix A: Survellance Data SheetsAppendix B: Laboratory Analysis of Sheathing FillerAppendix C: Wire Sample AnalysisAppendix D: Jack Calibrations Appendix E: PSC Surveillance Procedures Appendix F: Daily Gauge Calibration RecordsAppendix G: Correspondence Appendix H: Non-Conformance ReportsAppendix I: Field Change RequestsAppendix J: Containment General Visual Examination Appendix K: Grease Cap Inspection NO. OF PAGES3482553041517N/A20117020Topical Report 213 Attachment 2 Page 5 of 1008 DOCUMENT STATUS: ISSUED FOR USE REVISION:

0 PAGE: 1PROJECT TITLE: FINAL REPORT FOR THE 40th YEAR TENDON SURVEILLANCE AT TMIDOCUMENT NUMBER: REP-1091-510 DATE: 04/07/1

41.0 INTRODUCTION

This report details the 40TH Year Three Mile Island (TMI) Nuclear Power Plant Unit 1containment structure post-tensioning system IWL Tendon Surveillance.

The surveillance program is a systematic means of assessing the quality and structural performance of the post-tensioning system.1.1 The tendon surveillance program consists of a periodic inspection of the condition of a selectedgroup of tendons.

This program provides confidence in the condition and functional capability ofthe system, and an opportunity for timely corrective measures if adverse conditions are detected.

The 2013 tendon surveillance at the Three Mile Island Power Plant began on September 23, 2013and was completed on December 7, 2013. This surveillance period consisted of a visual andphysical inspection of the three tendon groups of Unit 1. A visual tendon surveillance consists of:sheathing filler inspection and testing, inspection for water, anchorage inspection, concreteinspection around tendons, general concrete inspection (VT-3C),

and replacement of grease aftercompletion of all inspections.

A physical tendon surveillance consists of a visual inspection, forcemonitoring, and testing of removed wire samples for detensioned tendons.1.2 The Three Mile Island Technical Specifications, PSC Surveillance Procedures, the Code of FederalRegulations 10 CFR 50.55a, and ASME Section Xl, Sub-Section IWL define the specificrequirements for the selection of the inspection tendons as well as specific requirements andacceptance criteria for the performance of the inspection.

1.3 Twenty-one (21) tendons were selected for inspection during the 2013 tendon surveillance at ThreeMile Island. Of these tendons, four (4) Unit 1 tendons were affected by Repair/Replacement activities, and the tendon examinations for the four (4) were performed in accordance with IWL2521.2. The tendons which were affected by repair/replacement activities are termed "Augmented Scope Tendons".

The tendons unaffected by the repair/replacement activities are termed "Original Scope Tendons".

The tendon selection for the 2013 IWL Tendon Surveillance was performed byExelon and provided to Precision Surveillance Corporation (PSC).1.3.1 One (1) tendon was added to the scope during the surveillance as a "Gasket Repair" tendon.This tendon is included in the group "Original Scope" tendons.Topical Report 213 Attachment 2 Page 6 of 1008 DOCUMENT STATUS: ISSUED FOR USEREVISION:

0 PAGE: 2PROJECT TITLE:FINAL REPORT FOR THE 40th YEAR TENDON SURVEILLANCE AT TMIDOCUMENT NUMBER: REP-1091-510 DATE: 04/07/14DATE: /07114ITable 1-1: TMI Unit I -40TH Year Surveillance Original ScoteI'

~I'ILU ~I.IJUD-143 SHO D X x x x x x INACCESSIBLE DURINGSURVEILLANCE.

PHYSICAL ATI I SHOP END ONLYD-146 I SHOP/FIELD X X X XX X X X SUBSTITUTE FOR D1-143D-225 SHOP/FIELD X X X X X X X X COMMOND-237 1 SHOP/FIELD X X X X X X X X X X X DETENSION D-303 !SHOP/FIELD X X I X X X X XIH13-03 SHOP/FIELD X X X X X X X X X DETENSION

-SINGLE ENDHSTRESSED INACCESSIBLE

-VISUAL ATH1308 SHOP XIX X X X SHOP END ONLYH13-10 SHOP/FIELD X X X X X X X X SUBSTITUTE FOR H13-08I XSINGLE END STRESSED.

H2-6 SHPFED X X x XX PHYSICAL AT BT 2ONLY;VISUAL BOTH ENDS.H24-22 SHOP/FIELD X X X X xX X X SUBSTITUTE FOR H24-15H24-47 FIELD XX X X GASKET REPAIR AT FIELD ENDH35-02 SHOP/FIELD X X X X x x XH62-26 SHOP/FIELD X X X XX X I X X COMMONV-32 SHOP/FIELD X X X X X X COMMON- STRESSEDV-84 FIELD X X X X X X I X VISUAL AT FIELD ENDONLYV-108 SHOP/FIELD X X XX x i X X SINGLE END STRESSEDV-159 SHOP/FIELD!

X X X X i x X x DETENSION-SINGLEEND

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]o........

{..........

.......E S S EDST E S ETable 1-2: TMI Unit I -40TH Year Surveillance Augmented ScopeH46-34 SHOP/FIELD X x X,H51-40 SHOP/FIELD X X X X X XX XXXXD DETENSION V-115 SHOP/FIELD X X A XV-136 SHOP/FIELD X X X x X X X XX X X DETENSION LEGENDSQ 6.0 -GREASE CAP REMOVAL SQ 9.0 -MONITOR TENDON FORCE (IWL Item L2.10)SQ 6.1 -INSPECTION FOR WATER (IWL Item L2.50) SQ 10.2 -TENDON TEST WIRE REMOVAL (IWL Item L2.20)SQ 7.0 -SHEATHING FILLER ANALYSIS (IWL Item L2.40) SQ 10.3 -TESTING TENDON WIRES (IWL Item L2.20)SQ 8.0 -ANCHORAGE INSPECTION (IWL Item L2.30) SQ 10.6 -DETENSIONED TENDON CUTTINGSQ 8.3 -BEARING PLATE CONCRETE (IWL Item L1.10, SQ 10.8 -TENDON BUTTONHEADING INSPECTION L1.11, and L1.12) SQ 11.0- RETENSION TENDONSSQ 12.0 -GREASE CAP REPLACEMENT SQ 12.1 -GREASE REPLACEMENT Topical Report 213 Attachment 2 Page 7 of 1008 DOCUMENT STATUS: ISSUED FOR USE REVISION:

0 PAGE: 3PROJECT TITLE: FINAL REPORT FOR THE 4e YEAR TENDON SURVEILLANCE AT TMI40 LARNCDESUVILAC A MDOCUMENT NUMBER: REP-1091-510 DATE: 04/07/142.0 SURVEILLANCE PROCEDURES Appendix E of this report contains the detailed procedures of the tendon surveillance conducted.

The surveillance procedural steps are summarized below:2.1 Grease cap removal and visual examination of sheathing filler (grease).

2.2 Analytical testing of sheathing filler (grease) samples and examination for the presence of waterand analysis of water samples.2.3 Measurement of external threads for each tendon selected for liftoff testing.2.4 Inspection of the anchorage assembly of each surveillance tendon end for deleterious conditions such as corrosion, cracks, broken or missing wires or buttonheads.

2.5 Inspection of 24" of concrete surrounding each surveillance tendon bearing plate for any recordable indications.

2.6 Inspection of the tendon anchorage grease caps for all accessible ends.2.7 General visual inspection of the accessible exterior concrete surfaces of the containment building.

2.8 Measurement of the liftoff force for each physical surveillance tendon.2.9 Detension of selected tendon for wire removal (if applicable).

2.10 Removal of test wire from designated physical surveillance tendon for examination and testing (ifapplicable).

2.11 Visual inspection for corrosion,

pitting, or any significant physical change of the removed wirestesting (if applicable).

2.12 Test of samples taken from wires removed from tendons for yield strength, ultimate

strength, andpercentage elongation at failure testing (if applicable).

2.13 Retension of de-tensioned tendons and measurement of the corresponding tendon elongation (ifapplicable).

2.14 Resealing of tendon caps and replacement of lost sheathing filler (grease).

2.15 Evaluation of test and inspection results to assess the general condition of the post tensioning system.ipTopical Report 213 Attachment 2 Page 8 of 1008 DOCUMENT STATUS: ISSUED FOR USE REVISION:

0 PAGE: 4PROJECT TITLE: FINAL REPORT FOR THE 40th YEAR TENDON SURVEILLANCE AT TMIi --DOCUMENT NUMBER: REP-1091-510 DATE: 04107/143.0 SHEATHING FILLER ANALYSISTwo samples of sheathing filler (grease) were removed from both ends (two samples taken ateach end) of each surveillance tendon. Chemical tests were performed on a sample from eachend by a testing firm. The results of the sheathing filler analysis are included in Appendix B.3.1 All grease samples sent for testing indicated results within the acceptance limits of Table IWL-2525-1.

The results of sample testing are included in the Table 3-1 and Table 3-2.3.2 Nine (9) of the original samples were found to have neutralization numbers (or base number) lessthan the minimum test limit value. Therefore, it is undeterminable whether the value is greater than0, as required by Table IWL-2525-1.

Additionally, a second sample was sent for the field end of V-108 because the original sample neutralization number was near the reporting limit. In order todetermine the neutralization number of these samples, the second samples collected for eachrespective tendon were sent to Suburban Laboratories, Inc. for testing.3.2.1 The second test for neutralization number was performed using the acid test, as outlined inASTM D974. The results of the acid tests are included in Appendix B and summarized inTable 3-3.3.2.2 The results of the acid tests show three (3) of the second samples had neutralization numbers below the reporting limit. These findings assume the samples are neutral, or havea base number approximately equal to zero.3.2.3 The results of the acid tests show seven (7) of the samples had neutralization numbers (oracid numbers) between 0.530 and 2.64.Grease samples were collected from the selected tendon ends andsent to the laboratory for testing.Topical Report 213 Attachment 2 Page 9 of 1008 DOCUMENT STATUS: ISSUED FOR USE REVISION:

0 PAGE: 5PROJECT TITLE: FINAL REPORT FOR THE 40th YEAR TENDON SURVEILLANCE AT TMIDOCUMENT NUMBER: REP-1091-510 DATE: 04/07114Table 3-1: SQ7.0 -Sheathing Filler Analysis

-Unit I Original Scope TendonsD-143D-146D-225D-237D-303z~mor i ýiFIELD I ESHOP / SFIELD I ESHOP WFIELD ESHOP/ WFIELD I SESHOP/NFIELD/ISE

<U.5U<0.500.500.50<0.50<0.50&050<0.500.50<U.5U <U.0U<0.50 <0.50<0.50 <0.50<0.50 <0.50<0.50 <0.50<0.50 <0.50<0.50 <0.50<0.50 <0.50<0.50 <0.50<U. I u<0.10<0.10<0.10<0.10<0.10<0.10<0.10<0.10<0.101.U21.022.081.9038.438.12.0634.6<0.500*1.04H13-03H1 3-08H13-10H24-15H24-22H24-47H35-02H62-26SHOP/ BT 1FIELD / BT 3SHOP/ BT 1FIELD / BT 3SHOP / BT 1FIELD / BT 3SHOP/BT4FIELD / BT 2SHOPIBT4FIELD / BT 2SIHOP/IBT 4FIELD I BT 2SHOP/ BT 5FIELD / BT 3SHOP / BT 6FIELD / BT 20.500.500.50N/A<0.500.500.500.500.500.50N/AN/A0.500.50<0.50<0.50<0.50 <0.50<0.50 <0.50<0.50 <0.50N/A N/A<0.50 <0.50<0.50 <0.50<0.50 <0.50<0.50 <8.50<0.50 <0.50<0.50 <0.50N/A N/AN/A N/A<0.50 <0.50<0.50 <0.50<0.50 <0.50<0.50 <0.500.31<0.10<0.10N/A0.10<0.10<0.10<0.100.10<0.10N/AN/A<0.10<0.10<0.10<0.10<0.500*<0.500*<0.500*N/A1.98<0.500"1.442.26<0.500*3.70N/AN/A2.72<0.500*42.147.9-' -V-32V-84V-108V-159SHOP/TOPFIELD I BOTSHOP/TOPFIELD / BOTSHOP/TOPFIELD / BOTSHOP/TOPFIELD / BOT<0.50 <0.50<0.50 <0.50N/A N/A<0.50 <0,50<0.50 <0.500.50 <0.50<0.50 <0.50<0.50<0.50N/A<0.50<0.50<0.50<0.50<0.50<0.100.20N/A<0.10<0.10<0.10<0.100.1953.1<0.500*N/A1.6126.90.520*26.3<0.500*0.50<0.50*See section 3.2.ACCEPTANCE LIMITSTEST LIMITSWATER SOLUBLE CHLORIDE 10.0 (PPM) MAXIMUMWATER SOLUBLE NITRATES 10.0 (PPM) MAXIMUMWATER SOLUSE SULFIDES 10.0 (PPM) MAXIMUMWATER CONTENT 10% MAXIMUMNEURALIZATION NO. GREATER THAN 0.0 mg KOHtgTopical Report 213 Attachment 2 Page 10 of 1008 DOCUMENT STATUS:PROJECT TITLE:DOCUMENT NUMBER:ISSUED FOR USE REVISION:

0 PAGE: 6FINAL REPORT FOR THE 40'h YEAR TENDON SURVEILLANCE AT TMIREP-1091-510 DATE: 04107/14ITable 3-2: SQ7.0 -Sheathincq Filler Analysis

-Unit I Auaqmented Scope TendonsH46-34FIELD/BT4 HSHOP/ BT 1FIELD/BT 5<ut) :U -<u1u <U.1U bb.4<0.50 <0.50 <0.50 1 <0.10 50.4<0.50 <0.50 <0.50 <0.10 46.6<0.50 <0.50 <0.50 <0,10 48.2SSHOP/TOPV-115FIELD / BOTSHOP/TOPFIELD / BOT<0.50<0.50<0.50<0.50<0.50<0.50<0.50<0.50<0.50<0.50<0.50<0.500.28<0.10<0.100.2257.928.445.935.2ACCEPTANCE LIMITSTEST LIMITSWATER SOLUBLE CHLORIDE 10.0 (PPM) MAXIMUMWATER SOLUBLE NITRATES 10.0 (PPM) MAXIMUMWATER SOLUBE SULFIDES 10.0 (PPM) MAXIMUMWATER CONTENT 10% MAXIMUMNEURALIZATION NO. GREATER THAN 0.0 mg KOH/gTable 3-3: SQ7.0 -Sheathinci Filler Analysis

-Unit I Acid Test ResultsSH13-03 SHOP /HT 1 N/A N/A N/A N/A <0.500tH1I3-03 FIELD / BT 3 N/A N/A N/A N/A 0.530tHI13-08 SHOP/BT 1 N/A N/A N/A N/A 1.06*H13-10 FIELD BT 3 N/A -~ N/A N/A N/A 0.530tH24-22 SHOP / BT 4 N/A N/A N/A N/A <0. 500tH35-02 FIELD / BT 3 N/A N/A N/A N/A 1,06-V-32 FIEV-1 08 FIEV-159 jFIEt See section 3.2.2.f See section 3.2.3.LD /BOTLD /BOTLID /BOTN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/A2 64 10,530t<0. 500tACCEPTANCE LIMITSTEST LIMITSWATER SOLUBLE CHLORIDE 10.0 (PPM) MAXIMUMWATER SOLUBLE NITRATES 10.0 (PPM) MAXIMUMWATER SOLUBE SULFIDES 10.0 (PPM) MAXIMUMWATER CONTENT 10% MAXIMUMNEURALIZATION NO GREATER THAN 0.0 mg KOHIgTopical Report 213 Attachment 2 Page 11 of 1008 DOCUMENT STATUS: ISSUED FOR USEl PROJECT TITLE: FINAL REPORT FC.RCI N .DOCUMENT NUMBER: REP-1091-510 REVISION:

0 PAGE: 7)R THE 40h YEAR TENDON SURVEILLANCE AT TMIDATE: 04/07/144.0 VISUAL INSPECTIONS In the following discussion, all procedures referred to are included in Appendix E of this reportand all completed data sheets are included in Appendix A.4.1 SQ6.0 -GREASE CAP REMOVAL4.1.1 Inspection of the anchorage components began by removing the grease cap (PSCProcedure SQ6.0) of each surveillance tendon end. Acceptable grease coatings were foundon all tendon ends inspected.

The grease coverage for each anchorage component istabulated in the tables below.4.1.2 Throughout Table 4-1 through Table 4-2, "N/A" means inspections were not performed forthat tendon end.r0FTopical Report 213 Attachment 2 Page 12 of 1008 DOCUMENT STATUS: ISSUED FOR USEPROJECT TITLE: FINAL REPORT FCDOCUMENT NUMBER: REP-1091-510 REVISION:

0 PAGE: 8)R THE 40th YEAR TENDON SURVEILLANCE AT TMIDATE: 04/07/14ITable 4-1: SQ6.0 -Grease Cap Removal -Unit I Original Scope TendonsSSHOP /SD-143FIELD/ ESHOP/ SD-146FIELD / ESHOP/WD-225FIELD/ ESHOP/WD-237FIELD /SEISHOP / ND-303FIELD / SE100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100ISHOP /BT 1H 13-03FIELD / BT 3SHOP / BT 1H13-08FIELD/BT 3SHOP/ BT 1HI 3-10FIELD BT 3SHOP /BT 4H24-15FIELD/ BT 2ISHOP/BT4 H24-22FIELD /BT 2SHOP /BT 4H24-47I FIELD / BT 2SHOP/6T5H35-02FIELD / BT 3!SHOP/BT6 H62-26FIELD / BT 2100100100N/A100100100100100100N/A100100100100100100100100N/A100100100100100100N/A100100100100100100100100NIA100100100100100100N/A1001001001001000O0100100N/A100100100100100100N/A100100100100100100100100N/A100100100100100100N/A100100100100100m SSHOP /TOPV-32FIELD / BOTSHOP/TOPV-84FIELD / BOTSHOP/TOPV-108FIELD / BOTSHOP/TOPV-159FIELD / BOT100100N/A100100100100100100100N/A100100100100100100100N/A100100100100100100100N/A100100100100100100100N/A100100100100100Topical Report 213 Attachment 2 Page 13 of 1008 PRECISIN LNCDOCUMENT STATUS:PROJECT TITLE:DOCUMENT NUMBER:ISSUED FOR USE REVISION:

0 PAGE: 9FINAL REPORT FOR THE 40"h YEAR TENDON SURVEILLANCE AT TMIREP-1091-510 DATE: 04/07/14inTable 4-2: SQ6.0 -Grease CaD Removal -Unit I Augmented Scope Tendons IH46-34FIELD I BT 4SHOP/ BT 1H51 -40lOO100100100lOU100100100lUO100100100100100100100lOU100100100V-1 15V-136SHOP/TOPFIELD / BOTSHOP/TOPFIELD/IBSOT 100 100 100100 100 100100 100 1001001010------------

lOO100100100100100100100100pI0I9Topical Report 213 Attachment 2 Page 14 of 1008 DOCUMENT STATUS:PROJECT TITLE:DOCUMENT NUMBER:ISSUED FOR USE REVISION:

0 PAGE: 10FINAL REPORT FOR THE 40th YEAR TENDON SURVEILLANCE AT TMIREP-1091-510 DATE: 04/07/144.2 SQ 6.1 -WATER INSPECTION

& TESTINGBeginning with the grease cap removal and throughout the inspection

process, the presence ofwater on any anchorage component is monitored.

Water Inspections are summarized in thetables below.Water was not detected at any tendon end during the surveillance.

Int Table 4-3 throughTable 4-4, "N/A" means inspections were not performed for that tendon end.Table 4-3: SQ6.1 -Inspection for Water -Unit I Original Scope Tendons4.2.1bHUP /D-143FIELD / ESHOP / SD-146......................

FIELD / ESHOP / WD-225FIELD / ESHOP/WD-237 SOFIELD / SESHOP/ ND-303FIELD / SESHOP/ BT 1H13-03FIELD/ BT 3SHOP / BT 1H13-08 SHOP/-T-FIELD / BT 3ISHOP/ BT 1H13-10FIELD/ BT 3SHOP/ BT 4H24-15FIELD / BT 2U000000000000N/A0H24-22 F /FIELD / BT 2SHOP/BT45

¶ FIELD/ BT 2H35-02FIELD / BT 3SHOP/BT6H62-26FIELD /BT 2V-2 SHOP /TOPFIELD / BOTV-84FIELD /BOT1 SHOP/TOPV-108 F"LO-BOT1FIELD /BOTVSHOP/TOP IV-1 59FIELD /BOTU0N/A0000000N/A0000000Table 4-4: SQ6.1 -Inspection for Water -Unit I Augmented Scope TendonsS.,a,SHOP/BT6H46-34FIELD I BT 40000SHOP/TOPV-115FIELD / BOT0000H51-40SHOP / BT 1FIELD / BT 5V-136SHOP/TOPFIELD / BOTTopical Report 213 Attachment 2 Page 15 of 1008 DOCUMENT STATUS: ISSUED FOR USEPROJECT TITLE: FINAL REPORT FODOCUMENT NUMBER: REP-1091-510 REVISION:

0 PAGE: 11)R THE 40 YEAR TENDON SURVEILLANCE AT TMIDATE: 04/07/14I4.3 SQ 8.0-VISUAL INSPECTION r4.3.14.3.2An inspection for defective,

unseated, and missing buttonheads or wires was performed oneach surveillance tendon end. This inspection was performed to acquire information on thefunction of the tendon since the original installation or previous surveillance.

A missing ordefective buttonhead decreases the number of effective wires in the tendon. The results ofthese inspections are summarized in the tables below.The buttress 4 (shop) end of hoop tendon H24-15 was found to have two (2) protruding wires not previously reported.

This finding was recorded and submitted to TMI Engineering via NCR-N1 091-001.

The bottom (field) end of vertical tendon V-1 36 was found to have onemissing wire not previously reported.

This finding was recorded and submitted to TMIEngineering via NCR-N1091-002.

No other missing or protruding buttonheads werediscovered at any other tendon end inspected in this surveillance.

In Table 4-5 through Table 4-6, "N/A" means inspections were not performed for that tendonend.Topical Report 213 Attachment 2 Page 16 of 1008 7-DOCUMENT STATUS: ISSUED FOR USEPROJECT TITLE: FINAL REPORT FCDOCUMENT NUMBER: REP-1091-510 REVISION:

0 PAGE: 12)R THE 40t YEAR TENDON SURVEILLANCE AT TMtDATE: 04/07/14Table 4-5: SQ8.0 -Buttonhead Count -Unit I Orininal Scope TendonsSHOP/ S 0D-143FIELD / E 0SHOP / S 0D-146FIELD/ E 0=iSHOP /W 0D-225iSHOP /W 0D-237FIELD/SE 0SHOP/N 0D-303FIELD/SE 1 00 0 0 0 0 0 169 1690 0 0 0 0 0 169 1690 0 0 0 0 0 169 1690 0 0 0 0 0 169 1690 0 0 0 0 0 169 1690 0 0 0 0 0 169 1690 0 0 0 1 69 1680 0 0 0 1 1 1 169 1680 0 0 0 169 1690 0 0 0 0 0 169 169SHOP / BT 1 0H1 3-03FIELD / BT 3 0SHOP / BT 1 0H13-08FIELD / BT 3 N/ASHOP/ BT 1 0H13-10FIELD / BT 3 0SHOP/BT4 0FIELD / BT 2 0SHOP/BT4 0H24-22FIELD /BT 2 0SHOP /BT 4 N/AH24-47FIELD /BT 2 N/A1 SHOP /BT 5 0H35-02FIELD /BT 3 0SHOP / BT 6 0H62-26FIELD / BT 2 0000N/A000000N/AN/A0000000N/A002000N/AN/A00000 00 00 0N/A N/A0 00 00 20 00 00 0N/A N/AN/A N/A0 00 00 00 01 10 0N/A N/A0 00 00 00 i 00 00 0N/A N/A0 00 00 0169169N/A169169167169169169N/AS N/A169169169169168168169N/A169169167167169169N/AN/A169169169169V SHOP/TOP 0V-32FIELD / BOT 0SHOP/TOP N/AV-84FIELD/BOT 0SHOP/TOP 1 0FIELD/BOT 0v-, SHOP/TOP 0V-1F59 0FIELD / BOT 000N/A0000000N/A000000 1 00 0N/A N/A0 00 0S0 00 00 000N/A000II00N/A000169169N/A169169169169169169169N/A169169169168168Topical Report 213 Attachment 2 Page 17 of 1008 DOCUMENT STATUS: ISSUED FOR USE REVISION:

0 PAGE: 13PROJECT TITLE: FINAL REPORT FOR THE 40th YEAR TENDON SURVEILLANCE AT TMI1& DOCUMENT NUMBER: REP-1091-510 DATE: 04/07/14Table 4-6: SQ8.0 -Buttonhead Count -Unit I Augmented Scope TendonsISHOP / BT 6H46-34FIELD / BT 4H51 40 SHOP / BT 1FIELD/BT 5000000000 00 00 00 00 00 00 10 100169169169169169169168168VV_4.44.4.14.4.24.4.3SHOP/TOP 0 0 0 01FIELD/,OT 0 0 0 0IS361 TO 0 0 0 0S FIELD/BOT 0 0 0 1SO 8.0- ANCHORAGE INSPECTION 00000010 1690 1691 1691 168169169167167An inspection of the corrosion level of each anchorage component was performed on eachsurveillance tendon end. The results of this inspection are summarized in Table 4-7 and Table4-8.All inspected tendon anchorage components were found with acceptable corrosion levels of1 or 2. See Appendix A, and section SQ8.0 of the procedure for further details of corrosion levels and acceptance limits.All anchorage components inspected were found to have corrosion levels of A or B. Nocracks or corrosion level of C were observed on any inspected tendon end during thissurveillance.

In Table 4-7 and Table 4-8, "N/A" means inspections were not performed for that tendonend. Also, "N.B." means no bushing is installed at that end.Topical Report 213 Attachment 2 Page 18 of 1008 DOCUMENT STATUS:PROJECT TITLE:DOCUMENT NUMBER:ISSUED FOR USE REVISION:

0 PAGE: 14FINAL REPORT FOR THE 40"' YEAR TENDON SURVEILLANCE AT TMIREP-1091-510 DATE: 04/07/14i0Table 4-7: SQ8.0 -Anchorage Corrosion Condition

-Unit I Original Scope TendonsD-143 SHOP/SFIELDI ESHOP/SD-146FIELD I ESHOP /WD-237FIELD/SESHOP / ND-303FIELD/SE662 / 987498 / N.B.674/ 899892/ N.B.765/1137684 / N.B.559/1186823 / N.B.911 / 1060876 / N.B.A, NONEA, NONEA, NONEA, NONE1 A, NONEA, NONEA, NONEA, NONEA, NONEA, NONEA, NONEA, NONEA, NONEA, NONEA, NONEA, NONEA, NONEA, NONEA, NONEB, NONEI-A, NONE A, NONE I A, NONENKB. A, NONE A, NONEA, NONE B, NONE A, NONEN.B. A, NONE A, NONEA, NONE A,.NONE B, NONEýA, NONEA, NONEN.B.A, NONEB, NONEB, NONEA, NONEA, NONEB, NONEB, NONEB, NONEA, NONEB, NONEI -I U ~ I -I -I -S ~ IH13-03 SHOP/BT1FIELD/ BT 3H13-08FIELD/BT3 SHOP/BT1H13-10FIELD/BT3 SHOP/BT4H24-105FIELD/BT2 SHOP/BT4H24-22FIELD/BT2 SHOP/BT4H24-47FIELD /BT 2SHOP/BT5H35-02FIELD/BT3 SHOP/BT6H62-26FIELD / BT 2857/950479 / N.B.1078/598N/A880/665881 / N.B.1072 / 1258591 / N.B.1110/857605 / N.B.N/AN/A700/1110534 / N.B.837 / 924571 /N.B.A, NONEA, NONEA, NONEN/AA, NONEA, NONEA, NONEA, NONEA, NONEN/AN/AA, NONEA, NONEA, NONESA, NONEA, NONEA. NONEA, ONEN/AA, NONEA, NONEA, NONEA, NONEA, NONEA, NONEN/AN/AA, NONEA, NONEA, NONEA, NONEA, NONEN.B.A, NONEN/AA, NONEN.B.A, NONEN.B.A, NONEN.B.N/AN/AA, NONEN.B.A, NONEN.B.A, NONEA, NONEA, NONEN/AA, NONEA, NONEA, NONEA, NONEA, NONEA, NONEN/AN/AA, NONEA, NONEB, NONEA, NONEA, NONEA, NONEA, NONEN/AA, NONEA, NONEA, NONEA, NONEA, NONEA, NONEN/AN/AA, NONEA, NONEB, NONEA, NONEU I P ~ S --S -PSHOP/TOPV-32FIELD / BOTSHOP/TOPV-84FIELD / BOTSHOP/TOPV-108FIELD / BOTSHOP/ TOPV-1591036 / 1050657 / N.B.N/A713/N.B.892 / 1191771 / N.B.645/1084A, NONEA, NONEN/AA, NONEA, NONEA, NONEA, NONEA, NONEA, NONE A, NONE A, NONE B, NONEA, NONE N.B. A, NONE A, NONEN/A N/A N/A N/AA, NONE N.B. A, NONE B, NONEA, NONE A, NONE A, NONE B, NONEA, NONE N.B. A, NONE A, NONEA, NONE B, NONE B, NONE B, NONEA, NONE N.B. A, NONE A, NONEExample:

A, NONEINDICATES CORROSION LEVEL A +--IMDICATES

1. OF CRACKSFIELD / BOT 664/N.B.A -No visible rust (nill oxide coating Is In this category).

B -Rust which appears to have formed prior to initial filler Installation and showsno evidence of having progressed In the Interim.C -New or progressive rust.N.B. -NO BUSHINGTopical Report 213 Attachment 2 Page 19 of 1008 DOCUMENT STATUS: ISSUED FOR USE REVISION:

0 PAGE: 15PROJECT TITLE: FINAL REPORT FOR THE 40th YEAR TENDON SURVEILLANCE AT TMIP LAN DOCUMENT NUMBER: REP-1 091-510 DATE: 04/07/14Table 4-8: SQ8.0 -Anchorage Corrosion Condition

-Unit I Augmented Scope TendonsH46-34H51 -40SHOPIBT6FIELD / BT 4SHOP/ BT IFIELD / BT 5EX6W6 /1067FY30R30 / N.B.866/ 983567 / N.B.A, NONEA, NONEA, NONEA, NONEA, NONEA, NONEA, NONEA, NONEA, NONEN.B.A, NONEN.B.IilA, NONEA, NONEA, NONEB, NONEA, NONEA, NONEA, NONEB, NONEý- " -ý -. -M -, S -I -~lVSHOP/TOP 753/774 A, NONEFIELD / BOT 717/N.B.

A, NONESHOP/TOP X21W21 1100 A, NONEV-136 I BOT FY4R4/ N.B. B A, NONEA- No visible rust (nlil oxide coating Is In this category).

8 -Rust which appears to have forned prior to Initial filler Installation and showsno evidence of having progressed in the Interim.C -New or progressive rust.N.B. -NO BUSHINGA, NONEA, NONEA, NONEA, NONEA, NONEN.B.A, NONEN.B.A, NONEA, NONEA, NONEA, NONEB, NONEA, NONEB, NONEB, NONEExample:

A, NONEINDICATES CORROSION LEVEL ,A' '-NDICATES

1. OF CRACKSTopical Report 213 Attachment 2 Page 20 of 1008 7DOCUMENT STATUS: ISSUED FOR USEPROJECT TITLE: FINAL REPORT FCDOCUMENT NUMBER: REP-1091-510 REVISION:

0 PAGE: 16R THE 401h YEAR TENDON SURVEILLANCE AT TMIDATE: 04107/144.5 SQ 8.3- CONCRETE INSPECTION A concrete inspection was performed within 24 inches of the bearing plate of each tendoninspected.

This inspection is performed in order to detect any cracks in the concrete greaterthan 0.010" in width. The results were recorded and are summarized in the tables below.4.5.14.5.2No cracks wider than 0.010" were found in the 24" perimeter of concrete around the bearingplate of any surveillance tendon throughout the tendon surveillance.

In Table 4-9 through Table 4-10, "N/A" means inspections were not performed for thattendon end.ITopical Report 213 Attachment 2 Page 21 of 1008 i m1 DOCUMENT STATUS: ISSUED FOR USEIA. PROJECT TITLE: FINAL REPORT FCDOCUMENT NUMBER: REP-1091-510 REVISION:

0 PAGE: 17)R THE 401h YEAR TENDON SURVEILLANCE AT TMIDATE: 04107/14Table 4-9: SQ8.3 -Bearing Plate Concrete Inspection

-Unit I Original Scope TendonspD-143D-146D-225D-237D-303SHOP /SFIELD/ ESHOP / SFIELDIESHOP WFIELD IESHOP / WFIELD I SESHOP / NFIELD / SEUNABLE TO LOCATEUNABLE TO LOCATEUNABLE TO LOCATEUNABLE TO LOCATEUNABLE TO LOCATEUNABLE TO LOCATEUNABLE TO LOCATEUNABLE TO LOCATEUNABLE TO LOCATEUNABLE TO LOCATE00010::0 10000 00 00 00 00 00 00 00 00 0-~, , -HI 3-03H13-08H13-10H24-15SHOP / BT 1 UNABLE TO LOCATEFIELD /BT3 TESHOP BT 1 UNABLE TO LOCATEFIELD /BT 3 UNABLE TO LOCATESHOP I BT I UNABLE TO LOCATEFIELD/BT3 UNABLE TO LOCATESHOP / BT 4 UNABLE TO LOCATEFIELDBT-2 UNABLE TO LOCATE ISHOPIBT4 UNABLE TO LOCATEFIELD/BT 2 UNABLE TO LOCATESHOP! BT 4 UNABLE TO LOCATEFIELD ! BT 2 UNABLE TO LOCATESHOP / BT 5 UNABLE TO LOCATEFIELDIBT3 UNABLETO LOCATESHOP/BT6 UNABLE TO LOCATEFIELD / BT 2 TK000° 400 -0000 100 100H24-22H24-4700000000000000000000000H35-02H62-26--i ,~ I -V-32V-84V-108V-1 59SHOP/TOP NOT LEGIBLEFIELD!t BOT UNABLE TO LOCATEISHOP/TOP UNABLE TO LOCATEFIELD /BOT UNABLE TO LOCATESHOP/TOP UNABLE TO LOCATEFIELDBT ' UNABLE TO LOCATESHOPTOP~UNABE To LOCATEFIELD I BOT UNABLE TO LOCATE00000000000000000000000Topical Report 213 Attachment 2 Page 22 of 1008 DOCUMENT STATUS:PROJECT TITLE:DOCUMENT NUMBER:ISSUED FOR USE REVISION:

0 PAGE: 18FINAL REPORT FOR THE 40th YEAR TENDON SURVEILLANCE AT TMIREP-1091-510 DATE: 04/07/14SE.FTable 4-10: SQ8.3 -Bearing Plate Concrete Inspection

-Unit I Augmented Scone TendonsI SHOP/ BT 6 UNABLE TO LOCATE 0 0 0FI46-34 JFIELD/ BT 4 UNABLE TO LOCATE 0 0 0!SHOP/ BT 1 UNABLE TO LOCATE 0 0 0H5140 FFIELD/I BT 5 UNABLE TO LOCATE: 0 1 0 0SHOP/TOP UNABLE TO LOCATEV-115FIELD / BOT UNABLE TO LOCATEV-136 SHOP /TOP UNABLE TO LOCATEFIELD / BOT 481WD651000000000000Topical Report 213 Attachment 2 Page 23 of 1008 DOCUMENT STATUS: ISSUED FOR USE REVISION:

0 PAGE: 195 PROJECT TITLE: FINAL REPORT FOR THE 40th YEAR TENDON SURVEILLANCE AT TMIVN-E DOCUMENT NUMBER: REP-1091-510 DATE: 04/07/145.0 HYDRAULIC JACK CALIBRATIONS Precision Surveillance Corporation has developed a program for calibrating hydraulic jacksutilizing regression analysis.

This is a process where a straight line is mathematically best fit toa set of data points (in this case, force versus gauge pressure).

This results in a linear equationwhich relates the ram area (slope) and constant (y-intercept) for each jack calibration, allowingthe conversion of pressure to force and vice versa. The completed calibration data for thehydraulic jacks used during the tendon surveillance is contained in Appendix D and summarized in Table 5-1.5.1 A comparison of the force at various jack pressures for the pre and post inspection calibrations shall be within a tolerance of 1.5% of GUTS (reference PSC procedure QA 12.8.G-W Appendix 1, p. 3). Thepercent variation was obtained by comparing the maximum force at the maximum pressure onsheet 3 of 3 of the respective jack calibration.

A before and after comparison of the stressing ramswas performed and it revealed a range of variations all less than 1.5%, shown in the table below,indicating that all jacks remained in a properly calibrated status throughout the surveillance.

5.2 Note that the force exerted by a jack can be calculated as follows:Force = Area x Pressure

/1000 + Constant(K) (in 2) (PSI) (K)Table 5-1: Hydraulic Jack Calibrations 9400 08/16/13 231.847 -0.269 1854.51 01/10/141234.987

-4.091 1875.81 8000 +1.148 19401 08/19113 233.566 -5.197 1980.11 01/13/14 230.716 -1.510 1959.58 8500 -1.03719501 11/13/13 373.666 1.684 1944.75 12/30/13 376.178 -5.420 1950.71 5200 +0.306TFP-6 08/21/13 203.411 1.802 1985.06 01/14/14 202.444 1.293 1975.12 9750 -.5011TFP-9 08/21/13_205.618

-7.801 1996.97 01/08/14 204.161 -3.966 1986.6 9750 -0.519Stressing rams (jacks) are usedto perform tendon liftoffs for eachphysical inspection tendon.Topical Report 213 Attachment 2 Page 24 of 1008 DOCUMENT STATUS: ISSUED FOR USEPROJECT TITLE: FINAL REPORT FCDOCUMENT NUMBER: REP-1091-510 REVISION:

0 PAGE: 20)R THE 40t" YEAR TENDON SURVEILLANCE AT TMIDATE: 04/07/146.0 MONITOR TENDON FORCE6.1 SQ 9.0-TENDON LIFTOFF FORCEA liftoff force is defined as the actual force or pressure required to transfer the load on a tendonfrom the shim stack to the stressing ram and is representative of the force held by a tendon. Aliftoff is performed on each physical surveillance tendon to monitor the force applied to thecontainment structure from the tendon. PSC Procedure SQ 9.0 details the steps taken to performa liftoff per IWL-3321.1.

The results are summarized in the tables below.6.1.16.1.2All as-found tendon liftoff forces were within acceptable limits and are acceptable.

All shim stack height measurements in the tables below are recorded in the as-foundcondition.

Topical Report 213 Attachment 2 Page 25 of 1008 DOCUMENT STATUS: ISSUED FOR USEPROJECT TITLE: FINAL REPORT FCDOCUMENT NUMBER: REP-1091-510 REVISION:

0 PAGE: 21)R THE 40th YEAR TENDON SURVEILLANCE AT TMIDATE: 04/07/14Table 6-1: SQ9.0 -Monitoring Tendon Force -Unit I Original Scope Tendons IvD-143D-146D-225D-237D-303SHOP / SFIELD / ESHOP SFIELD/ESHOP/WFIELD / ESHOP/WFIELD / SESHOP/ NFIELD / SE6.1 j169 [9,401 1218.68N/A JN/A NIA NA4.8 169 9400 1172.885.25 189 t9401 1195.337.6 169 9400 1098.694.7 169 19401 1113.586.1 j169 ~9401 1190.685.3 169 9401 1143.954.75 169 j 9,401 1181.324.75 169 91401 1218.691218.681184.111106.141167.311200.011153 10951110 1054.51061 10081088 10341142 10851038 YES9999559791028YESYESYESYES-S -I -I -I -i -em i --I -amH13-03H13-08H13-40H24-15SHOP BT1 13.3FIELD/BT3 N/ASHOP /BT1 N/AFIELD /BT3 N/ASHOP/ BT 1 .8FIELD / BT 3 6.5SHOP/BT4 N/AFIELD / BT 2 9.8SHOP/BT4 7.4FIELD/BT 2 6.7SHOP I/BT4 N/AFIELD / BT 2SHOP/BT5 6.85FIELD BT 3 7.2SHOP/BT6 6.85FIELD / BT 2 I7.2169N/A N/AN/A N/AN/A N/A169 TFP-9169 TFP-6N/A N/A169 9501169 9401169 9501N/A jN/AN/A N/A169 9501169 9501169 9400169 95011230.02N/AN/AN/A1139.551161.24N/A1143.141185.991135.60N/AN/A1216.101216.101117.231135.601230.02N/A1150.401143.141160.80N/A1216.101141 1084 1027 YESN/A N/At N/A IN/A1097 1042 {987 YE1051 998 946 YES1116 1060 1004 YESN/A N/A N/A N/AIH24-22H24-47H35-02H62-261093 j 10389841 YES989 1YES1126.42 1099 1044a----,-V-32V-84SHOP/TOP f 14.2 169 9401FIELD / BOT I N/A N/A N/ASHOP/TOP N/A N/A N/AFIELD / BOT N/A N/A N/ASHOP/TOP 14.25 169 f 9401FIELD/BOT N/A N/A N/ASHOP/TOP 15.7 169 9400FIELD /BOT N/A N/A N/A1181.27 11 2 1181.271 1176 1117 1058 YESN/A .-N/A N/A N/A N/A 4N/AN/A+/- .-.'.- .... i1224.92-1224.92 1155 41097 1040 1YESN/AN/AH1154.334 1149 1092411034 YESt IV-108V-159DLTopical Report 213 Attachment 2 Page 26 of 1008 DOCUMENT STATUS:PROJECT TITLE:DOCUMENT NUMBER:ISSUED FOR USE REVISION:

0 PAGE: 22FINAL REPORT FOR THE 40" YEAR TENDON SURVEILLANCE AT TMIREP-1091-510 DATE: 04/07/14mITable 6-2: SQ9.0 -Monitoring Tendon Force -Unit I Augmented Scope TendonsSHOP / BT G 7.35 169 9401 1337.81tH46-34 FE. B 4 7. 1 9401 1397.37 1232 1170 1 1109 YESFIELD .IHBT4 -7........1 1 1456.93SHOP / BT 1 8.8 169 ý 9401 1396.20 YESFIELD/BT 5 8.3 169 9400 1286.481 I .a m ~ a m~m a ~WA a ~ I ~SS IW SHOP/TOP 1588 169 1377.51V-115 ..-- 1377.51FIELD/BOT N/A N/A N/A N/ASHOP/TOP 15 168 9400 11335.17V-136 ,- 1335.17FIELD/BOT N/A N/A t N/A N/A1311 1245 1180 YES1306 1241 1175 1 YESITopical Report 213 Attachment 2 Page 27 of 1008 DOCUMENT STATUS: ISSUED FOR USE REVISION:

0 PAGE: 23PROJECT TITLE: FINAL REPORT FOR THE 40th YEAR TENDON SURVEILLANCE AT TMIR LAN DOCUMENT NUMBER: REP-1091-510 DATE: 04107/146.2 SQ 11.0 -TENDON RESTRESSING The tendons that were detensioned for test wire removal were retensioned per PSC Surveillance Procedure SQ1 1.0 and in accordance with ASME section Xl, subsection IWL-3220, in order torestore them to an acceptable working force per IWL-2523.3(a).

The results of the retensioning process were recorded on Data Sheet SQ1 1.0 and are summarized in the table below.6.2.1 According to ASME, Section Xl, subsection IWL-3221.1 (d): Measured tendon elongations are acceptable if the following conditions are met:(d) The measured tendon elongation varies from the last measurement, adjusted for effective wires or strands, by less than 10°%o.6.2.2 All retensioned tendon elongations were compared to original elongations and found to beacceptable.

6.2.3 A force versus elongation graph of each original scope tendon retensioning is plotted toshow the comparison of retensioning compared with original stressing force and elongation values.6.2.4 After each detensioned tendon is retensioned, each tendon's anchorage components werevisually examined for any evidence of damage. No damage to the anchorage components was recorded for any tendon for this surveillance due to restressing activities.

6.2.5 Vertical tendon V-1 36 was locked off at a force higher than 6% of the as-found liftoff force.Tendon V-136 was locked off at 1414 kips, which is equivalent to 72% of GUTS based on167 effective wires. This was recorded and submitted to TMI Engineering via NCR-N1091-003.Topical Report 213 Attachment 2 Page 28 of 1008 11ý PRECISION I ....DOCUMENT STATUS:PROJECT TITLE:DOCUMENT NUMBER:ISSUED FOR USE REVISION:

0 PAGE: 24FINAL REPORT FOR THE 40th YEAR TENDON SURVEILLANCE AT TMIREP-1091-510 DATE: 04/07/14Table 6-3: SQ11 .0 -Tendon Restressincq

-Unit I Original ScopeSHoP/ 37 9401 1190.66 1228.03D-237 9.4 -9.0 -4.26 167.31 122364 +4.83 YESFIELD SE 5.3 9401 1143.95 1219.25.SHP T 49 FP91230.02, 1279.36H13-03 --- 9.8 -9.5 3.06 230.02 1272.02 +3.41 1 YESFIELD /BT 3 4.6 9501 N/A A12646SHOP 12.35 9400 115433V-159 --..... 12.3 -.12.35 +0.41 ..1154.33 1205.34 +4.42 YESFIELD/BOT N/A N/A N/A IN/AELONGATION FOR TENDON D-237 -ORIGINAL SCOPE TENDON10I I I I I I I II I I I I I I IIi-->-40th year Originalz011864200 200 400 600 800 1000 1200 14001600FORCE (kips)Topical Report 213 Attachment 2 Page 29 of 1008 DOCUMENT STATUS: ISSUED FOR USEPROJECT TITLE: FINAL REPORT FCPRS DOCUMENT NUMBER: REP-1091-510 REVISION:

0 PAGE: 25iR THE 40th YEAR TENDON SURVEILLANCE AT TMIDATE: 04/07/14.mm1bI,IpELONGATION FOR TENDON H13-03 -ORIGINAL SCOPE TENDONz0-jIII12108640 --,>-40th year0 200 401-0-Original I I III I I I I I I I I I200 600800 10001200 14001600 1800FORCE (kips)ELONGATION FOR TENDON V-159 -ORIGINAL SCOPE TENDON1-z0z0--ILU141210864-o--40th year-.- -Original202004006008001000120014001600FORCE (kips)[ATopical Report 213 Attachment 2 Page 30 of 1008 PREIlIN LANCEDOCUMENT STATUS:PROJECT TITLE:DOCUMENT NUMBER:ISSUED FOR USE REVISION:

0 PAGE: 26FINAL REPORT FOR THE 40t" YEAR TENDON SURVEILLANCE AT TMIREP-1091-510 DATE: 04/07/14ITable 6-4: SQ1 1.0 -Tendon Restressinq

-Unit I Augmented ScopeI I m II ISHOP/BT1 480H51-40

• 10.75 10.25 -4.65FIELD/BT5 5.45i 9401 1396.20 1358.83-- 1341.34 V ý -ý1367.87

+1.98 YES9400 128z6.481369 9 4 0 1 1l3 3 5 .1!7 1 4 1 4 .0 0 1_ _ 1335.17 -1414.00 +5.90 YES*N/AI N/A N/ASHOP/TOPV-136FIELD / BOT*Se NCR-N1091-003 12.05N/A12.05ELONGATION FOR TENDON H51 AUGMENTED SCOPE TENDON1210z0I-w86420i I , I I ot: I0 200400 600 800 1000 1200 1400 1600 1800FORCE (kips)Topical Report 213 Attachment 2 Page 31 of 1008 DOCUMENT STATUS: ISSUED FOR USE REVISION:

0 PAGE: 27PROJECT TITLE: FINAL REPORT FOR THE 401h YEAR TENDON SURVEILLANCE AT TMIDOCUMENT NUMBER: REP-1091-510 DATE: 04/07/14...................................

.. .... ..... .................

.. .................

I.......................

.......................................................

.....................................

.. ... .. .. ... .. .. ... .. .. ... .. .. ... .. .. ... .. .. ... .. ... .. .. ... .. .. ... .. .. ... .. .. ... .. .. ... .. .. ... .. ... .. .. ... .. .. ... .. .. ... .. .. ... .. .. ... .. .. ... .. ... .. .. ... .. .. ... .. .. ... .. .. ... ...........

ELONGATION FOR TENDON V-136 -AUGMENTED SCOPE TENDON14 I I I I I I I I IH40 t I II12 ~ ~ ~ 4t year --o Original

..........

12-~10Z 80f3 6 ' Iz0200 200 400 600 800 1000 1200 1400 1600 1800FORCE (kips)Topical Report 213 Attachment 2 Page 32 of 1008 DOCUMENT STATUS:PROJECT TITLE:DOCUMENT NUMBER:ISSUED FOR USE REVISION:

0 PAGE: 28FINAL REPORT FOR THE 40th YEAR TENDON SURVEILLANCE AT TMIREP-1091-510 DATE: 04/07/1407.0 COMPARISON WITH ORIGINAL INSTALLATION DATAA comparison of "As-found" force levels found during the 40th year surveillance was made to theforces found during each tendon's original installation or re-stressing/re-installation, in order todiscover any major changes in the liftoff forces.7.1 The Unit 1 Original Scope tendons original installation seating forces are compared to their as-found liftoff forces and are summarized in Table 7-1.7.2 The Unit 1 Augmented Scope tendons original installation seating forces are compared to their as-found liftoff forces and are summarized in Table 7-2.7.3 Based on the comparison

results, losses are within the anticipated range and no abnormal averageliftoff force loss is noted.Table 7-1: Comparison with Installation Data -Unit I Original Installation TendonsU-1i4,1442.22 1218.F8223.5415.50D-1 46D-225D-2371421.391 1426.601442.221 1423.991184.111106.141167.311200.01237.28320.46274.91223.9816.6922.461"19.0617.89H13-03 j 1416.19H13-10 1437.01IH24-15 11447.42H24-22 1457.84H35-02 1426.60H62-26 1416.19V-108 1416.19V-159 1437.011230.021150.41143.141160.81216.11126.42186.17286.61304.28297.04210.50289.7719.9421.0220.3814.7620.4618.29118i61. 27-1224.921154.3327,6.57191.27282.6813.5119.6717.38Table 7-2: Comparison with Installation Data -Unit I Augmented Scope TendonsM4U-S4 1 1417.8 1397.37 20.43H51-40 1406.1 1341.34 64.76V-115 1440.9 1377.51 63.39V-136 i 1414.1 -1335.17" 78.931.444.613.03I4.405.584.99Topical Report 213 Attachment 2 Page 33 of 1008 DOCUMENT STATUS: ISSUED FOR USE REVISION:

0 PAGE: 29PROJECT TITLE: FINAL REPORT FOR THE 401h YEAR TENDON SURVEILLANCE AT TMIDOCUMENT NUMBER: REP-1091-510 DATE: 04/07/148.0 WIRE INSPECTION AND WIRE TESTINGA sample test wire was removed from each detensioned tendon. Detension data records areincluded in Appendix A of this report. Each removed wire was inspected for defects, cracks, andcorrosion.

Tests for diameter, yield strength, ultimate

strength, and elongation were conducted oneach sample wire. Testing was performed by Exova, Inc. The test results are in accordance withASTM A370-12 & ASTM A421/A421M-10.

8.1 According to ASME, Section Xl, subsection IWL-3221.2:

Tendon wire samples are acceptable if:(a) Samples are free of physical damage;(b) Sample ultimate tensile strength and elongation are not less than minimumspecified values.8.1.1 There was no evidence of defects, cracks, or corrosion found on the removed tendon wires.8.1.2 Wire diameter measurements were all within acceptable tolerance limits of 0.250" +/- 0.002".No mechanical damage was noted on any of the wires.8.1.3 The ultimate stress of the sample wires exceeded the specified ultimate tensile strengthcriteria of 240 ksi. The lowest recorded ultimate tensile strength was 248.2 ksi.8.1.4 The yield strength for all wire samples exceeded the minimum of 204 ksi. The lowestrecorded yield stress was 207.9 ksi.8.1.5 The percent elongation at sample failure was above the required minimum of 4.0% for allsamples tested. The lowest recorded elongation at failure was 4.2%.Once a tendon is detensioned, theanchorhead is pushed back so that one (1)wire can be removed from the tendonselected for wire sample removal and testing.Topical Report 213 Attachment 2 Page 34 of 1008 DOCUMENT STATUS: ISSUED FOR USEPROJECT TITLE: FINAL REPORT FCI LN DOCUMENT NUMBER: REP-1091-510 REVISION:

0 PAGE: 30R THE 40th YEAR TENDON SURVEILLANCE AT TMIDATE:04/07/14-.5-Table 8-1: SQ10.2 & SQl0.3 -Visual Inspection

& Tensile Testing of Wire -Unit I Original Scope1 A 0-10D-237 2 -A 60-701 3 A 120-1301 A 0-10H13-03 2 { A 70-803 A 140-1501 A 0-10V-159 1 2 A 90-1001 3 1 A 1170-1800.25000.25000.24900.24900.24900.25000.25000.2500t220.600219.700222.100219.900219.200210.300212.70021 3.300254.700253.500258.900258.500257.800249.400251.600253.500I0.2500 ,223.500

ý59.6005.2 YES5.1 YES5.8 YES6.2 _-YE5.8 YES5.0 YES4.8 YES.... iTable 8-2: S010.2 & SQ10.3 -Visual Inspection

& Tensile Testing of Wire -Unit I Auqmented Scope1 A 0-10 0.2500 1 207.900 j 248.200 5.2 YESH51-40 2 A 1 70-80 0.2500 209.900 }249.700 5.8 YES3 A 140-150 1 0.25001 212.100 248.800 5.0 YES1 A 0-10 0.2490 236.100 262.800 4.2 YESV-136 2 A 90-100 02490 234.100 262.000 5.4 YES3 A 170-180 0.2490 1 238.200 263.400 4.7 YESTopical Report 213 Attachment 2 Page 35 of 1008 DOCUMENT STATUS: ISSUED FOR USE REVISION:

0 PAGE: 31PROJECT TITLE: FINAL REPORT FOR THE 40th YEAR TENDON SURVEILLANCE AT TMIDOCUMENT NUMBER: REP-1091-510 DATE: 04/071149.0 TENDON RESEALING After completion of all inspections,

liftoffs, detensioning, and retensioning, the anchorage components were hand coated with cold grease to ensure complete coverage.

All tendon capswere replaced using new gaskets and rubber washers.Once the grease caps were installed, each cap was refilled with new sheathing filler (grease) tothe highest level possible from the dome-end grease spout. The tendon grease spout plug wasthen installed and any excess grease was cleaned from the outer tendon cap surfaces and anysurrounding concrete areas. The collected data can be viewed in Appendix A and issummarized in Table 9-1 and Table 9-2.9.1 All tendons were refilled within the acceptable limits as stated in PSC Procedure SQ 12.1, exceptdome tendons D-143, D-146, and D-237. These tendons received greater than ten percent of theirrespective net duct volumes in excess of the grease lost during their inspections.

Thesediscoveries were reported to TMI Engineering via NCR-N1091-006 (D-143),

NCR-N1091-007 (D146), and NCR-N1091-008 (D-237).9.2 In Table 9-land Table 9-2, "N/A" means grease pumping/pouring was not performed for thattendon end.Upon completion of the anchorage inspection, the grease cap is reinstalled andgrease is pumped back into the tendon void.Topical Report 213 Attachment 2 Page 36 of 1008 DOCUMENT STATUS:PROJECT TITLE:DOCUMENT NUMBER:ISSUED FOR USE REVISION:

0 PAGE: 32FINAL REPORT FOR THE 40"' YEAR TENDON SURVEILLANCE AT TMIREP-1091-510 DATE: 04/07/14Table 9-1: SQ12.1 -Grease Loss vs. Grease Replacement

-Unit I Original Scope TendonsS.,D-143 1SHOP/S ý 15.570.69I FIELD /ESHOP/SD-146 ...........

I FIELD / EI SHOP /WD-225FIELD I ESHOP / WFIELD /SESHOP / N4.011.544.254.016.04.753.756.0IN/A63.1615.5N/A5.318.254.8865.3720.75N/A5.319.7570.6963.1651.19 85.447.66 81.059.94No0*58.84 NO*1.99 YESI10.19 1.9497.565.3744.62 92.8 1 48.08 NO*D-30311.5 1.75 80.3 2.18YESSHOP/ BT 1H13-03 s TFIELD /BT 3..........

....................

t -- ~ ..... .....SHOP/BTI1 H13-081FIELD BT 3SHOP/ BT 1H13-10FIELD /BT 3SHOP /BT 4H24-15 SHP/FIELD/ BT2SHOP/ BT 4H24-22 ................

H FIELD / BT 2SHOP/IBT 5H24-47FIELD /BT32SHOP / BT 5H62-26 FIELD / BT 25.254.54.5N/A3.05.06.755.255.03.5N/A3.04.504.25559.749.755.315.314.5N/A5.318.0 ' -6.207.0812.0 --.. ......5.755.978.5 ----..5.31N/A3.05.318.755.315.31105.7515.05 5.3 109.7 4.83YES5.31 0.81 110.7 0.73YESYES11.513.51 110.7 3.1712.83 0.83 110.9 0.75 YES11.28 2.78 i 110.1 2.52YES5.31 2.31 1 110.1 2.09 ' YES-1 10.621.87 1 110.1 1.70 1 YES11.06 1.06 110.1 0.96YESSHOP /TOPV-32 ,-FIELD /BOTSHOP/TOPV-84FIELD /BOTV SHOP/TOPFIELD I BOTSHOP/TOPV-159FIELD / BOT*See section 9.1.3.510.5N/A8.05.513.06.068.016.3714N/A8.858.0N/A18.5918 .5 ...................

N/AN/A74.077.7716.37 2.37 120.4 1.97 YES8.85 0.85 120.0 0.70 YES18.59 0.09 i 120.3 0.07YES.4 77.773.77 ! 119.9 3.14 1 YESTopical Report 213 Attachment 2 Page 37 of 1008 PRECISION LANCEDOCUMENT STATUS:PROJECT TITLE:DOCUMENT NUMBER:ISSUED FOR USE REVISION:

0 PAGE: 33FINAL REPORT FOR THE 40Th YEAR TENDON SURVEILLANCE AT TMIREP-1091-510 DATE: 04/07/14AadmTable 9-2: SQ12.1 -Grease Loss vs. Grease Replacement

-Unit I Augmented Scope TendonsqpIH46-34H51-40SHOP BT 6FIELD /BT 4SHOP/ BT 1FIELD/BT 55.04.753.25j4.259.757.505.315.315.755.3110.623.56 {109.8109.10.793.26YESYESV-115V-136SHOPITOPFIELD / BOTSHOP/TOPFIELD/ BOT95.07.01412.016.37N/AN/A-A 16.372.37 { 119.01.28 121.61.991.05YESYESi13.28110Topical Report 213 Attachment 2 Page 38 of 1008 DOCUMENT STATUS: ISSUED FOR USE REVISION:

0 PAGE: 34PROJECT TITLE: FINAL REPORT FOR THE 40t YEAR TENDON SURVEILLANCE AT TMIDOCUMENT NUMBER: REP-1091-510 DATE: 04/07/1410.0 CONTAINMENT SURFACE EVALUATION A General Exterior Concrete Examination (VT-3C) was performed on the accessible exposedexterior concrete surfaces of the Unit 1 containment structure.

The VT-3C examinations wereperformed in accordance with the PSC Procedure SQ 8.4: General Visual Examination ofConcrete Containment.

10.1 The recorded observations of the examinations include peeling paint, concrete deterioration andactive grease leaking.

Various recordable indications were found and were documented on the"Data Sheet SQ 8.4", as shown in Appendix J.10.2 All recordable indications at each general location were reported during the current inspection.

Ifthe same recordable indication was found on a previous report, it was identified as "previously reported".

All information only and reportable indications were submitted to the Utility for review.Topical Report 213 Attachment 2 Page 39 of 1008 DOCUMENT STATUS: ISSUED FOR USE REVISION:

0 PAGE: 35PROJECT TITLE: FINAL REPORT FOR THE 40th YEAR TENDON SURVEILLANCE AT TMIPRECISION LANCEDOCUMENT NUMBER: REP-1091-510 DATE: 04/07/14

11.0 CONCLUSION

A review of this surveillance was conducted per IWL-3221 Unbonded Post-Tensioning Systemsand is outlined below:IWL-3221 Acceptance by Examination IWL-3221.1 Tendon Force and Elongation.

Tendon forces and elongation are acceptable if thefollowing conditions are met:(a) The average of all measured tendon forces, including those measured in IWL-3221.

1(b)(2),for each type of tendon is equal to or greater than the minimum required prestress specified at the anchorage for that type of tendon.Results:

The average of all measured tendon forces was above the minimumrequired prestress force.The minimum required prestress forces, per TMI Procedure 1301-9.1, areas follows:

Domes -1064 kips, Hoops -1108 kips, and Verticals

-1033kips. The average tendon group forces for this surveillance are as follows:Original Domes- 1175.25 kips, Original Hoops- 1171.15 kips, OriginalVerticals

-1186.84 kips, Augmented Hoops -1369.36 kips, Augmented Verticals

-1356.34 kips.(b) The measured force in each individual tendon is not less than 95% of the predicted forceunless the following conditions are satisfied.

(1) The measured force in not more than one tendon is between 90% and 95% of thepredicted force.(2) The measured forces in two tendons located adjacent to the tendon in IWL-3221. 1(b)(1) are not less than 95% of the predicted forces.(3) For tendons requiring augmented examination in accordance with Table IWL-252 1-2, Item L2-10, the measured forces in two like tendons located nearest to but onopposite sides of the tendon described in IWL 3221- 1(b)(1) are not less than 95%of the predicted forces.(4) The measured forces in all the remaining sample tendons are not less than 95% ofthe predicted force.Results:

All of the tendon liftoff forces were found within the acceptable limits.(c) The prestressing forces for each type of tendon measured in IWL-3221.

1(a) and (b), andthe measurement from the previous examination, indicate a prestress loss such that thepredicted tendon forces meet the minimum design prestress forces at the next scheduled examination.

Results:

The tendon liftoff forces are expected to meet the minimum prestress forces at the next examination period.(d) The measured tendon elongation varies from the last measurement, adjusted for effective wires or strands, by less than 10%.Results:

All tendon elongation measurements for all other tendons were within IWLrequirements.

IWL-3221.2 Tendon Wire or Strand Samples.

The condition of wire or strand samples isacceptable if:(a) samples are free of physical damage;Results:

All test wire samples collected for this inspection were found tohave acceptable corrosion levels and free of physical damage.Topical Report 213 Attachment 2 Page 40 of 1008 DOCUMENT STATUS: ISSUED FOR USE REVISION:

0 PAGE: 36PROJECT TITLE: FINAL REPORT FOR THE 40th YEAR TENDON SURVEILLANCE AT TMIDOCUMENT NUMBER: REP-1091-510 DATE: 04/07114(b) sample ultimate tensile strength and elongation are not less than minimum specified values.Results:

All test wire samples had acceptable results for ultimate tensilestress (2- 240ksi) and elongation

(> 4.0%).IWL-3221.3 Tendon Anchorage Areas. The condition of tendon anchorage areas is acceptable if-(a) there is no evidence of cracking in anchor heads, shims, or bearing plates;Results:

Detailed inspections did not reveal any cracks in the anchorage components for any inspected tendon end.(b) there is no evidence of active corrosion; Results:

No tendon end inspected revealed active corrosion on the anchorage components.

(c) broken or unseated wires, broken strands, and detached buttonheads were documented and accepted during a pre-service examination or during a previous in-service examination; Results:

Tendon H24-15 was found with two (2) protruding wires not previously reported (see NCR-N1091-001),

and tendon V-136 was found with one (1)missing buttonhead that was not previously reported (see NCR-N1091-002)No other protruding/missing wires/buttonheads were discovered during theexaminations of surveillance tendon ends that were not previously reported.

(d) cracks in the concrete adjacent to the bearing plates do not exceed 0.010 in. (0.3mm) inwidth;Results:

No cracks wider than 0.010" were found in the 24" perimeter of concretearound the bearing plate throughout the tendon surveillance.

(e) there is no evidence of free waterResults:

No free water was observed during the tendon end inspections.

IWL-3221.4 Corrosion Protection Medium. Corrosion protection medium is acceptable when thereserve alkalinity, water content and soluble ion concentrations of all samples are within the limitsspecified in Table IWL-2525-1.

The absolute difference between the amount removed and theamount replaced shall not exceed 10% of the tendon net duct volume.Results:

Nine (9) grease samples had base numbers less than the lowest test limitvalue. The second samples taken at each of the nine tendon ends havebeen sent for testing to determine each sample's pH value. All othergrease sample results were within the acceptance limits of Table IWL-2525-1.Dome tendons D-143, D-146, and D-237 accepted more than 10% oftheir respective net duct volumes.

TMI Engineering was notified viaNCR-N1091-006, NCR-N1091-007, and NCR-N1091-008, respectively.

No tendon accepted more than 10% of its net duct volume more thanwas removed, and all refills were acceptable.

Summary Comments:

In summary of the Final Report for the 40th Year Tendon Surveillance at Three Mile Island, Unit 1,no abnormal degradation of the inspected post-tensioning system has been recorded, identified, orpresented within this document.

Topical Report 213 Attachment 2 Page 41 of 1008 REP-1 098-51.0 Appendix A, Page 1 of 348-:;ATTAC1*MNT IOATASHMZ1 Rw.66.4t; 0NOV.f 'Ir~ .~C 'i~ O1It41 Fim iOI--- iINoMa?'- -:.I. -A, ---6-A -j -o -.fN -YJj~47 M I7~ JLL ..-O -A --~ 1~hAUr).

1: JNoNAfIN~Ic Yea/NoWA:: Yd1o I'Mdw.N777--77 --------

---7-NDtes~ (iiMtl~)

&Ow tA1A-; ý 2 bt A.1 ..ý'm U 46 .*4 -... ...... .. .. .......-7 1 _'ýmAN~I AL EIEHAOU 9s~DAT0so1Topical Report 213 Attachment 2 Page 42 of 1008 REP-1098-51 0 Appendix A, Page 2 of 348 Ii.dXr .A 814lT 2As-PaumiLltOrF~~Shn~yNstt

'1 ~G14,IR0VIs1~n 23~'~e~t~12I Asdoo. dUft: Of P ,~4 FrdoAdP~

Fionfroup ID hop E-I'I Pjd VW: -F eRoA t~~t Ybo of NO;Y ~ ~ yyyo ?sNd__1-_ PRO__ Yea/No_______~

Ie/N Y8No,________.

No/N_____:NIA Yes__ m~/o ____ e/iNIA YesN ____ 0*N_____ _____ N/A yet__ t___ ____ 'RNo Y-631NoNIA Yes INa -YINO:________

yesI ftoYU~~~fe~/o YesNoYOS I No esYes I o yeli/MO.--~~Y" -K0 -Notes. (tnit~aI

& dat)42-3c(5... .i ........ANIIA~ I IETopical Report 213 Attachment 2 Page 43 of 1008 9REP-1098-510 Appendix A, Page 3 of 348ATTACHMENT IDATA SHEETSDATA SHEET 4Average of the Normalized Lift-Off ForceI) (2)Off Normalizing NonFactor (NIF) Lift O1301-9.1Revision 23Page 7 of 21(4)Acceptance Yes -- bb(1UftEMr(3)rnalizedUf (1) +TendonID3. ~+/-~4. +5. -L o2.3.MTrA0 W> 0ý~~ t6 1I4O .!4 _"/ _AV0 A6.d- DI4 oa 4 15. 4121r4 AX_____ __AI.4__

_________-____

Aerae 14 I6 .________

/A/ VA__e __g V____ t________

7. _________________

Average(Average Equalto or greaterthan 1084kips)(Average Equalto or greaterthan 1033kips)2. jj 35 -12 A1246. 1LZ J L8. _ _ _ _ _pVdr& I Si7'e d- MP .4.07VF 46104.4CP uiIJ7WCognizant Me xvJrt~o*

ei n eragReviewed By:(trir d-d rivre I-(Average Equalto or greaterthan 1108.kips)Date: .g3 2" L.3Performed By: htI.IN --35 AW.,AI EVIEWTopical Report 213 Attachment 2 Page 44 of 100 an/0 REP-1098-510 Appendix A, Page 4 of 348ATTACHMENT IDATA SHEETSDATA SHEET 4Average of the Normalized Lift-Off Force(1) (2) (3)Lift Off Normalizing Normalized FeFactor MF) Lft Off (1) + (2)1301-9.1Revision 23Page 7 of 21'(4)Acceptance Yes NgTendon!iQoMe Te-ndone1.2.3.4.5.6..Vertical Tendons~3fl&TotalAverage(Average Equalto or greaterthan 1064kips)1.2.3.4.5.6,7.V_ ifHoor, Teondons1. i{4j .52. !5.43.4.7.8.10. ____J13717STotalAverage__ _ ....~ 3(Average Equalto or greaterthan 1033kips)(Average Equalto or greaterthan 1108klps)Total 2. $27AverageCognizant Mech/S 2hglnee 00 ./;APerformed By:;7~~.)Date:. IDate: .2 -26 5ANI/AII.I EW35Topical Report 213 Attachment 2 Page 45 of 1008 REP-1098-510 Appendix A, Page 5 of 348ATTACHMENT 1DATA SHEETSDATA SHEET 8Re-Tensioning Criteria Confirmation 1301-9.1Revision 23Page 8 of 21(1)TENDON IDOME ENDbj-Z-SIFIELD END_SHOP END__ FIELD ENDVERTICALVASI-SHOP END__ SHOP END-SHOP ENDHOPOP.TENDONS-.-

kI1b3SHOP ENDi-" -3 FIELD END_SHOP ENDFIELD END-_ SHOP ENDFIELD END(2)(3)NUMBER OF 70 % OFEFFECTIVE ULTIMATEWIRES STRENGTH[8.24 X (2)](4)PREDICTED BASEFORCE'(5)(6)(7)AVERAGE LOCK-OFF (4)-(6)<(3)

[(3)+(4)1+2 FORCEYes I NoA161~ally,MAW.I~04,52z23Z4IL~tJ1luu53tlZIuJs1J4LJAILKeCognizant Mec~h/cngaln

-Reviewed By:Performed By: 16 , ,_(? -6A%, ýIDate: 12 ) /5Date: ..Z01Predicted Base Force from C-1101-153-E410-048.

P0 ýEVIEW-NMI~36Topical Report 213 Attachment 2 Page 46 of 1008 REP-1 098-510 Appendix A, Page 6 of 348ATTACHMENT 1 1301-9.1DATA SHEETS Revision 23Page 8 of 21DATA SHEET 6Re-Tensioning Criteria Confirmation FOP 56-L> TCA/bON5(1)TENDON ID(2)(3)NUMBER OF 70 % OFEFFECTIVE ULTIMATEWIRES STRENGTH[8.24 X (2)](4)PREDICTED BASEFORCE1(5)AVERAGE[(3)+(4)1*2 (6)(7)LOCK-OFF (4)<(6)<(3)

FORCEYes I NoDOME_____SHOP ENDFIELD ENDSHOP END____FIELD ENDVERTICALALJZ.LSHOP ENDSHOP END_______SHOP ENDHOOP TENDONSff5.-/'iQSHOP ENDFIELD ENDSHOP ENDFIELD ENDSHOP ENDFIELD END1671"13%.s 11 q,91,141,L12gl.I'LZ91L4iruoAIA~JI)3ng0IJord~ICognizant Mech/Stru.

.n. ,eReviewed By: Date: r /aTPerformed By.. z_... Date: -,0-r:6cco Z~ Acc~ ' ~'/6?61 Predicted Base Force from C-1 101-153-E410-046.

ANI/AI PNIEW36Topical Report 213 Attachment 2 Page 47 of 1008 REP-1098-510 Appendix A, Page 7 of 348ATTACHMENT 1DATA SHEETSDATA SHEET STendon Anchorage Area MolsturelFree Water Inspection Inspection PeriodTendon MolstureNater No. Location es or No). Descripifn of Free MoisturiW.ater-QuanUy Locatc~ ~ a_w.J .. ... :_10. t.'.. " N'ý ....- .! ..r. HA At At ..... ,/A...10. h 244 (e i .,,1.& -7 !-A. d --.. --.A1301-9.1Revision 23Page 9 of 21UMQIT: Location:

Hoop Tendons:Vertical Tendons.Dome Tendons:Ito 8- Buttress number atend of tendonTorB- Top or Bottom1 to6- Number of buttress nearestto end of tendonCognizant QV Inspector Verification By:.-.37Topical Report 213 Attachment 2 Page 48 of 1008 REP-1 098-510 Appendix A, Page 8 of 348ATTACHMENT IDATA SHEETSDATA SHEETSTendon Anchorage Area MolsturelFree Water Inspection 1301.9.1Revision 23Page 9 of 21Inspection Period Tl h 0fTendon MolstureNlater No. L,. on (Yes or No).2. -V-.J~, .Z_ g t f3 MVL 5 -4.7. YJ-A 3;10, -11.12.DeII ription of Free MolstureNWeter-Quantity, LocationAIA14.MIA 01.At ,/A IniInspect..

ByDaeIa .(Initials) 4-1/5 9M .-13Location:

Hoop Tendons:Vertical Tendons.Dome Tendons:I to 6 -Buttress number atend of tendonT or B

• Top or Bottom1 to 6 -Number of buttress nearestto end of tendonCognizant OV InspectoVerification By: Dae j "1, 5Review (I Date:ANIAI F-ETopical Report 213 Attachment 2 Page 49 of 1008 REP-1098-510 Appendix A, Page 9 of 348ATTACHMENT IDATA SHEETSDATA SHEET 8Anchorage Assembly Surveillance Inspection Dome Tendons1301.9.1Revision 23Page 11 of 21W6P. BY VER1P BYOONTR. COGNIZANT FOeMNpY Ar'INSPECTION PERIOD-A 0 V,-&STRE5BINO WASHERDATE0 .a -.. HeHSAPING PLATE ifIN. uIMPMJTAND"OGARAGEDLD. LomI ion Corr. WIRES CORR. SKEuTCHED CORA, CRACKS SETCHEDce CORR. CRACKS el9cHols CORR. CRACKSe SKETCHED1 2 3 4 a 6 7 B 0 10 11 11 13 14 165LL A~ -A-~ NA- A A&2 Ai&si A --A=A -4&f --VIA 17 lB iL.. 46 Afae- 90N NoTEINDON END-aoCTOUN IDENTIPY TMOON END (AHOP OR EMFLD) AND NW, NO~S. s99ýilAWAI ýEVWWLNTIALI IqTopical Report 213 Attachment 2 Page 50 of 1008 REP-1098-510 Appendix A, Page 10 of 348.ATTACHMENT IDATA SHEETSDATA SHEET 9Anchorage Assembly Surveillance Inspection Vertioal Tendons13014-.1Revision 23Page 12 of 21INSPECTION PEIDA ý mI8TRWSOIMn WMNERIN8P. OY VERIF. 8yDATi CONTR. COGNIZANT SEARING INOP. COMMENTS FORMAM QV INBP..MMurN &ED U -utU, ,, [ BIA ...NO. OFBROKEIN,ANDIORDAMAWID. Lt011on Corr. WIRES CORP, SKI8rCHUD CORP, CRACKS SKETCHNO CORR. CRACKS CORR. CRACKS SKETCHED1 Z .4 1 .- 10 11 '12 13 14 1i 10 17 Is 19~__4 ,1. A.AL.A...

A mA A A.BQ-tA --A- A- kA- ---V ArsE- A- A.... -&.. iZ A --0 -/A -AL ." O~ AD~a4. -A-A /A. 4. __ _ _WYLI 1A& A. -AA- A. dA A. 0 .&~ jog '4SI. A L.. A- RA A. -A-.- ORR.~ .&... .~ *tqL15 ti_ A. -A A- .AA BL 9-E A- -A- A- 0 .A-f. L-P -. 4.. A. A. 'H *- -fYbgENN NOTENDON ENDNNCATION IDENTIFY TENDON END (,QHOP OR 1,1U.D) AND TOP Mp 0 .T. TEN DON/e 13f;rd'40FVIEWWMnAI ,4-Topical Report 213 Attachment 2 Page 51 of 1008 REP-1098-510 Appendix A, Page 11 of 348,4ATTACHMENT IDATA SHEETSDATA SHEET 10Anchorage Assembly Surveillance Inspection Hoop Tendons1301.9.1Revision 23Page 13 of 21INSPECTION PERIOD 40ib 6 "STReSSING WASHIERINSP, BY VERIF. BYCONR. COOM TRARANG PLATI INSP. CflMMIA IU DIIAN OVINS2i =rNa. OF ,BROKEN,ANWOKR12AMAQGEI'D, Loeatiao Caor. WIROS CORR. 8KETCHE0 CORR. CRACKS 8KUrCIO CORR. CRACKS MEMO) CORR. CRACKS SKETCHED1 2 3 4 a ? a 9 0 10 11 12 13 14 tO 1 I? 1s 1INS11.0M A A -0 A e A o- _ -_ MJ -.A.._ .k. A. _m _ .IA _. __. ..0 ._ ...*/... WI2i3_..... &L.. A_ .... ~.. _ L _ _ _; __ _ _.. 2 /Z .L _2 .- -.......-o...°AI A A ._ -- --A -----&U. A _1-_ .4. _o_ --- _A- A A-.AV A- A A-... A .~ .13N'- iALE h~ A- .A A- A- D :*il dog woeBIE A- A ~ aA- -A-4. .4 AM RDINERALY NOYE8N mNOTENDON IND.LOCATION IDENTIFY TENDON END 01HOP OR FIELD) AND NUMBER OF SU (I TO DON END........r ... * * ; ..7 "41u l1rTAL.Topical Report 213 Attachment 2 Page 52 of 1008 REP-1098-510 Appendix A, Page 12 of 348ATTACHMENT IDATA SHEETSDATA SHEET 10Anchorage Assembly Surveillance Inspection Hoop Tendons1301-9.1Revision 23Page 13 of 21INSPECTION PERIO 0 211- k&&C3R7eS1iNa WASHIR0kW INSP. BY VERIJP. BYCATE7 COOIZt4MMUN MNU wNU C1WU 12meWISAING PLATE_ INS& COMMIWN!

iUIkMIUN.

ANfDIORDAMAGEDIAL. Localloo Ouff WIRES CORR. SKETCHED OOPA CRACKS SKETCHED CORW CRACKS RJIITCHSEI CORW CRACKS SKETCHED1 a 2 4 1

• 7 8 9 14 11 12 13 14 Is IN 17 is IsAl &AI A 11 A AJ~4 -a -WA. -A-0 ~ &1 M~ JL-V- Wp A ~ ~ /.J&I8-Q--.-

1,21 feY -YESNPNO'FMQI.N END"-OOATION IDENTIFY TENDON END L4140P ORI EIRLDI AND NUMBER OF BUUTREU i TO 6) AT TADON END6116'. LL~~~41ANI/Al R VIEWTopical Report 213 Attachment 2 Page 53 of 1008 REP-1098-510 Appendix A, Page 13 of 348ATTACHMENT IDATA SHEETSDATA SHEET 12Tendon Anchorage Area Concrete Crack Inspection Inspection Perod A 6 , Dome Tendons1301.9.1Revision 23Page 15 of 21Tendon3b-'M-&.-4bM-

---515--IRRgmgrks about -Cracking PatterCIAinsp. By Verify. ByCracks with width >0.01" Date Contr. Cognizant L=g.g(A)

Wdj (B) mF en Innn____8.NOTE: (A) Location:

Identify Tendon End (fhop or Fleld) and NW, NE, SW, SE(B) If concrete crack width > 0.01', provida sketchCognizant Et~l Reviewed B. Date:L2&A IWO .iTopical Report 213 Attachment 2 Page 54 of 1008

.REP-1098-510 Appendix A, Page 14 of 348ATTACHMENT iDATA SHEETSDATA SHEET 13Tendon Anohorage Area Concrete Croak Inspection Vertical Tendons1301-9.1Revision 23Page 16 of 21Inspection Period.Tendon1,t4Cracks with width >0.01"LocaionA)

SdM CIN.(B)Date'?24- C5V-qt,7..44/AA3.+/-NOTE: (A) Location:

Identify Tendon End (.hop or Field) andT or B -Top or Bottom of Vertical Tendon(B) If concrete crack width > 0.01', provide sketch~Lf~ AIIJA+h ~fL~4A4AtA~flA')4L~3~d318.34%10 '~~-i5'I*24 '13Insp. By Verify. ByContr. Cognizant A,"Cognizant M EnReviewed Broate,.. /I 6ý9 /.44.EAWW______

Topical Report 213 Attachment 2 Page 55 of 1008 REP-1 098-510 Appendix A, Page 15 of 348ATTACHMENT IDATA SHEETSDATA SHEET 14Tendon Anchorage Area Concrete Crack Inspectlon Hoop Tendons1301-9.1Revision 23Page 17 of 21Inspedion Period k 6Tendon ft ia Leamm2. 1-%!&4Z ".All? ecekkA111 Ltaek'SDataUL-1-12.3

+~ZT-I3iu L- IBmop, fyVerify. Byw'Qgzetg npWREfL9100~~1IAQ eaeve ArItiA 4g-MIA-___ _A~I4AoIDan ead i~k&-t-elb. rt-13NOTE: (A) Locatlor:

Iden:!t Tendon End (1hop or toiad) endI , 8Numnber of ButtressAtflftdofTenldon (0) If concrete crec vwdth:- 0.01*, provide *etchd46Detaj--d!ý-

AZ A/OEWK Tw0Topical Report 213 Attachment 2 Page 56 of 1008 REP-1098-510 Appendix A, Page 16 of 348Project:

TMi 4OT YEAR TENDON SURVEILLANCE

÷ UNIT I(7.3) Tendon No." , -I H 3. Tendon End:. ,_______._*

tO'Shop LI FieldGrease Cap Removal(7.6) Date Removal Started:

/ 0. q- 13(7.7) Dry Ice Used on'Grease Cap and/or.Anchorage I Yes JaNo(7.8) Temp. of Concrete:

hv ..F Thermometer No;: " Re-Cal Date: /Ln ,Z .- jAmbientTemp.;

(P.3 OF Thermometer No.: Re-Cal Date: __-_/___(8.4) AnchorheadI.D4.:

(lan Anchorhead Verification:

j. Match I] No-Match(8.5) Grease CoatingGrease Cap -Complete Partial Uncoated

%Buttonheads

-Complete

.Partial ........

Uncoated

%Anchorhead

-Complete Partial Uncoated

%Shims -Complete j Partial Uncoated

_ ,Bearing Plate -A" Complete Partial Uncoated

............

-Limited within the inside diameter of the grease cap.(8.6) Unusual Conditions:

A]!iJg(8.7) Grease Color Match: I-Yes [ No Grease Color:Comments:

_/,OA,(8.8) Quantity of Samples 2..- Quart Samples Identified per Step 8.8.1? L Yes, L No*.Location OfRemoval o0 AH. rj B.P. (M Shims 1% Cap [r Duct(8.9) Qty. of Grease lost during removal of cap: ,gal(8.9.1) Grease from cap to be reused? []Yes Z No Qty. of Grease removed from cap: SDQ gal..(9.6) Qty. of Grease removed from anchorage:

," gal.(9.7) Damage during, cap removal or anchorage cleaning?

LI Yes 09 No Describe:

1111/A(10.3) Method of TendonProtection:

-I ,S-TA-LI-.

c i r tC A )/Wo7,j /4'SKkT-(10.4) Amount of GreaseLoss from Tendon duct://.6 gal.(10.5) Total quantity of lost grease (below):(8.8) + " (8.9) 0- + (8.901) + (9:6). -_ (10.4)iA

= TOTAL(11.1.2)

Document TOTAL grease lost on Date Sheet 12.1, GREASE REPLACEMENT.

O YesQC Reviewed:

Level:.ale:13 SO 8.0 TMI, 13 181Topical Report 213 Attachment 2 Page 57 of 1008 REP-1 098-510 Appendix A, Page 17 of 348N1091 PSC PROCEDURE SQ 6.0GREASE CAP REMOVALData Sheet 6.009103113Pagelof IRevision rl:Project:

TMI 40T YEAR TENDON SURVEILLANCE!

UNIT1(7.3) Tendon No.: Tendon End: C1 " Shop [] FieldGrease Cap Removal(7.6) Date Removal Started:

/0'- f o I " 5(7.7) Dry Ice Used on Grease Cap and/or Anchorage El Yes 0 No(7.8) Temp. of Concrete:.

f 0> OF Thermometer No.: 51 £eb Re-Cal Date: /DL'/..3Ambient Temp.: .,4 F Thermometer No.: j'g Re-Cal Date:(8.4) Anchorhead I.D.: Anchorhead Verification:

9].Match

[I No-Match(8.5) Grease CoatingGrease Cap -Complete

{/ Partial Uncoated

%Buttonheads-Complete V' Partial Uncoated

_ _0Anchorhead

-Complete; Partial Uncoated

%Shims Complete partial Uncoated

%Bearing Plate -( Complete.

Partial Uncoated

%(1) -Limited within the inside diameter of the grease cap..(8.6) Unusual Conditions:

,/O#..(8.7) Grease Color Match: [-Yes No Grease Color. l 4e0j'IhkComments:

AIDUe.(8.8) Quantity of Samples 2-.... Quart Samples identified per Step 8.8.1? 0 Yes 0 NoLocation of L A.H. C B.P. I[ Shims IgCap UI DuctRemoval(8.9) Qty. of Grease lost duringremoval of cap: v,25 gal.(8.9.1) Grease from cap to be reused? C1 Yes_ No Oty. of Grease removed from cap: ",0 gal.(9.6) Qty. of Grease removed from anchorage:,'AAA M,2s gal.(9.7) Damage during cap removal or anchorage cleaning?

0 Yes 9. No Describe:

,tj___(10;3) Method:ofTendon Protection: 4.ish ,tl 44, 4ta CAiL. W/A AXW,, J ASktek(10.4) Amount of Grease Loss from Tendon duct: Eý. gal.(10.5) Total quantity of lost grease (below):(8.8) A5- + (8.9) -02.S (8.9.1)1

+ (9.6) o.S+ (10.4) i = aO TOTAL(11.1.2)

Document TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENT.

9.Yes El NoOC Reviewed:

2 r, ý' -PýýLevel: Date: ',k.I.13 SO 6.0 TMI.13 ISITopical Report 213 Attachment 2 Page 58 of 1008 REP-1098-510 Appendix A, Page 18 of 348N1091 PSC PROCEDURE SQ 61INSPECT FOR WATERData Shoat 61P S- 09103/13PRECIS.ON ANCE* Page 1 of 1Revision 0Project:

TMI 40T YEAR TENDON SURVEILLANCE 19 UNIT 1(8.1) Tendon No.; D] I L/ .Tendon End'.(K Shop rEl Field(9.5.1) DURING REMOVAL OF GREASE CAP'Water Detected:

[] Yes j" No Quantity:

Sample Taken

El Yes El No. JS N/AMoisture

==

Description:==

0 Observable Moisture Cl Significant Moisture J Not Applicable Comments:

NJONEj"(9.6.1) INSIDE GREASE CAPWater Detected:

El Yes i9 No Quantity:

Sample Taken: 0 Yes .l No [9 N/AMoisture

==

Description:==

.

E].Observable Moisture El Significant Moisture Not Applicable Comments:

/V ....(9.7, 1) AROUND TENDON:ANCHORAGE COMPONENTS Water Detected, Cl Yes gNo Quantity:

Sample.Taken:

[I Yes n No Ej.N/AMoisture

==

Description:==

El Observable Moisture E] Significant Moisture.

1 Not Applicable Comments:

_______ _(9.9.1) DURING DETENSIONINGA//A Water Detected:

Ej Yes E/ No Quantity:

..._ Sample Taken: E] Yes E] No. ElN/AMoisture

==

Description:==

nl Observable Moisture El Significant Moisture I] Not Applicable Comments:

(11. 1) NOTIFICATION N'V/AExelon Notifed:

El Yes Individual Name; Date:SAMPLE IDENTIFICATION AND:STORAGE

/A(12.2) Samples adequately identified:

L. Yes(12.3) Samples stored at:0C Signoff:

j,,, /6-J- ..Level- Date: ,QC: Reviewed:

________

______Level:

_. __ Date: i-O-/1W `14S0 6.1.TMlA3 ISITopical Report 213 Attachment 2 Page 59 of 1008 REP-1098-510 Appendix A, Page 19 of 348N1091 PSC PROCEDURE SQ:6.1INSPECT FOR WATERData Sheet 8.1* ~09/031l13 PRýECISON

.ANCE Page. 1 of 0 1Revision 0Project:

TMI 40TH YEAR TENDON SURVEILLANCE 10 UNIT 1(8.1) Tendon No.: h ,_1 Tendon End: El Shop j] Field(9.5.1) DURING REMOVAL OF GREASE CAPWater Detected:

El Yes 0 No Quantity:

v Sample Taken: El Yes C] No 0 N/AMoisture

==

Description:==

El" Observable Moisture

[] Significant Moisture lNot Applicable Comments:

,A0 Ale(9.6.1) INSIDE GREASE CAPWater Detected:

El Yes EJ No Quantity:

o Sample Taken: .l Yes El No SN/AMoisture

==

Description:==

El Observable Moisture El Significant Moisture IXNot Applicable Comments:

A[oa-(9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected:

El Yes LRNo Quantity:

b Sample Taken: El Yes fl No j NIAMoisture

==

Description:==

E] Observable Moisture

[I Significant Moisture a.Not Applicable Comments:

(9.9.1) DURING DETENSIONING VAWater Detected:

El Yes El No Quantity:

Sample Taken: El Yes E] No El NIAMoisture

==

Description:==

E]. Observable Moisture El Significant Moisture El: Not Applicable Comments.

(11.1) NOTIFICATION t/AExelon Notified:

El Yes Individual Name: Date:SAMPLE IDENTIFICATION AND STORAGE ?.4/A(12.2) Samples adequately identified:

C3 Yes(12.3) Samples stored at:Q Signoff:

Level: Date:SQC Reviewed:

4 Level: _ Date: 4/, /14 SQ 6.1.TMI.13 IS!Topical Report 213 Attachment 2 Page 60 of 1008 REP-1 098-510 Appendix A, Page 20 of 348PREISION ANCNI091 PSC PROCEDURE SQ 71INSPECTION DOCUMENTATION DATA SHEET 7.109/03/13Page 1 of IRevision 0Project:Tendon No.:TMI -40n YEAR TENDON SURVEILLANCE Tendon End/Buttress No.:5.- t-JI])'Anchorage ID;: i/0,1 -/19 R)7 Adaptor ID:EQUIPMENT MICROMETER WIRE SHIMSThread Mic ID Recal. Date ID.No. Recal Date ID No......

Recal DateExt.Major C, :5Z q '~71,iExt..Pitch GZ- 2-7-14 iLL.D9 Z -11 /0- 2-1-)3 6 u01K, '1, -l20 1Ext.Minor S- L z..7- e'4 0~ .- n -1'i-3 i '-OInt.N/A N/AInt; /.A /MinorMEASUREMENTS THREADWire Wire Shim AverageThread Read 3V' 6"' 9h Average Constant Diameter Size DiameterMajor 2_ 9_37&Ext. I q.!5-_f__

Pitch (1) 2 a..3 q3 t3 50Ext.Th7 ?.~ __ _Minor (2) 2 -9709.19Int; I N/A N/A_Major 2 N/A N/A.It. I / N/A N/AMinor 2 NIA NIA N/AInL GO Gauge ID: N/A: Recal Date; N/A Result: N/APitch No-Go Gauge N/A Recal Date: NIA Result: N/AID:Notes:(1) External Pitch Uiameter

= (Averagej

.. [VVre uonstantJ

-t[Snim Size](2) External Minor Diameter

[Average].

-[2 X Wire Diameter]

-[Shim Size]DISPOSITION Trial. I Tral: 2 Tal 3 1 Trial 4Adaptor Mark Cl .1Min. Minor Diameter from AdaptorTablQ I :[ .....ýO 01 -Acc ptable? (Yes or No) QC Signoef:QC Reviewed:

b/Level:. Date:Level: j Date: I17 SO 7.1 TMI.13 ISITopical Report 213 Attachment 2 Page 61 of 1008 REP-1098-510 Appendix A, Page 21 of 348Project-.,

TMI 2013 TENDON SURVEILLANCE UNIT I(7.3).Tendon No.: Tendon End: ." [ ShopANCHORAGE INSPECTION CRITERIAVA As-Found 0 Post De-Tensioning I Pre-Wire Removal 0 Post Re-Tensioning 0.C. Signoff9A & 10.0 -CORROSION

&CRACK INSPEC.TON (9.2) Buttonheads Level: (10.1) Cracks [I Yes.(2) ,n No C] N/A(9.2) Anchorhead Level. A (10.1) Cracks 0l Yes (2) 0 N/A(9.2) Bushing Level: (100.) Cracks [IYestz [1 No 0l NIA(9.2) Shims Level: .(10.1) Cracks El Yes(2) [No [I NIA(9.2) Bearing Plate Level: t (10.1) Cracks L4 Yes 12) ! No ELNIA-1}_Corrosion Level of C requires a NCR. 42)_ Compose a sketch of the cracks on Sketch Sheet 8.0 and initiate a NCR.1t.0 -B, ,TTCNHEADQ INSPEgILOti.

0 Offslze (Malformed)

~ ~Protruding/unseated 11- 1111wire/buttonheads 0 Broken/missing wire/buttonheads

-\o o o ooooooPreviously identified as missing 00000%00

.0-___ ____ ____00000000000\

Discontinuous

-removed this 0 0 0 0)( 0 0 00 a0)0 0surveillance

/ 0000000000000 wire(s) being removed during this 00 000 00 0 00 0000surveillance for testing i I 0OOOOOOOOOO.O0 (t1 ) ncorea i0) .O 000 0.0 0000000 O .(11,2) Anchothead.

o \ooo01ooooooooo0ot

\q000000000000 Located on Sketch: [] Yes EJ No \ 00000OO O00O0 OO.0 /Bushing I.D. 0ooooooo oooLocated on Sketch' (A Yes EL No 0000 0a 0 8 ./-,0000000 (11.4) Missing Buttonheads Found'AO O[] Yes El No Quantity:

".Additional Information:

.7.(12.2) Number of Protruding Buttonheads (w)'. (8.3) Illumination source ,________

(12.3) Number of Missing Buttonheads (0, 9.:(12.4) Total of Protruding

+ Missing Buttonheads:

(12,6) Continuity Test Requested?

El Yes No(12.5) Total #of Effective Buttonheads Seated: lb? Wires Identified?

L l/PNo(12.7) Overall Results C Acceptable CIUn.Acceptable Customer Notified NCR#, N I -0014 O1 -1,300 Reviewed:

Level: _27 Dale:I18 SO 8.0;TMI.13 IS81Topical Report 213 Attachment 2 Page 62 of 1008 REP-1098-510 Appendix A, Page 22 of 348Project:

TMI 2013 TENDON SURVEILLANCE UNIT T(7.3)Tendon No.: L3 Tendon:End:

, ShopANCHORAGE INSPECTION CRITERIA

____,,,,0" As-Found

.0 Post De-Tensioning I Pre-Wlire Removal.

0: Post Re-Tensioning 0.C. Signoff9.0 & 10.0 -CORROSION

& CRACK INSPECTION (9,2) Buttonheads

Level: 'l (10.1) (.Cracks

...Yes [,) N I NIA(9.2) Anchorhead Level: A(101) Cracks Zl-Ies(2) INo [1] N/A(9.2) Bushing.

Leyel: (10.1) Cracks [I Yes12) 4 No [I N/A(9.2) Shims Level: (10.1) Cracks '0 Yes.(2) qNo 0 N/A(92) Bearing*Plate Level: (10.1) Cracks 0 Yest23 CM No C1 NIA" )Corrosion Level of C requires a NCR. 2_ Compose a.sketch:of~the cracks .on Sketch Sheet 8.0 and initiate a NCR,11 i n .81ITTONII4FAf INqPr-rTifnm R Offsize (Malformed)

Protruding/unseated W wirebuttonheads 0 Broken/missing wire/buttonheads Previously identified as missingDiscontinuous

-removed thissurveillance 0000050000

\ooooooooooo0\o

\o0 0000000000

\0000000000000,'

I O00OOOQO)0O 0000000000000/

0.000000000.0 0-0o0o oo ooo.5 f 90176/Lnwire(s) being removed during thissurveillance for testing//(11.2) Anchorhead I1.. LOVJ 2.Located on Sketch: (3 Yes 0l NoBushing ID. 9. la,-Located on Sketch: allYes C- No(11.4) Missing Buttonheads Found:/,4

El]Yes El No Quantity:,

1.AAdditional Information:

/6./ 4- 7-..... -...... ...//-i/ ,..(12.2) Number of Protruding Buttonheads (w): f (8.3) Illumination source: (. __.__,(12.3) Number of Missing Buttonheads (0,4: w(12.4) Total 0fiProtruding

+ Missing Buttonheads:

(12.6) Continuity Test Requested

? El Yes W No(12.5) Total 0 of Effective Buttonheads Seated: l Wires Identified?

" No(127) Overal! Results ."l Acceptable N Un-Acceptable Customer Notified NCR#: -.J I -P0 'QC Reviewed:

A /_Level:IDate:18 So 8.O.TMI.13 191ITopical Report 213 Attachment 2 Page 63 of 1008 REP-1098-510 Appendix A, Page 23 of 348Project:

TMI 2013 TENDON SURVEILLANCE

[ UNIT 1(7.3)Tendon No.: ./Tendon End: A S FieldANCHORAGE INSPECTION CRITERIA19 As-Found 0 Post De-Tensioning I Pre-Wire Removal 03 Post Re-Tensioning Q.C. Signoff9.0 & l1.6,- CORROSION

& CRACK INSPECTION (9.2) Buttonheads Level'. (10.1) Crkcks (2Yes)( UN/A(9.2) Anchorhead Level: (10.1) Cracks 0 Yes (4 u [NIA(9.2):Shims Level. A) (10.1) Cracks 0Yes"(} foN Ul NIA(9.2) Bearing Plate Level: A (10-ij Cracks* 0Yes.(2) r0 UN/ACorrosion Level of C requires a NCR. Compose a sketch of the cracks on Sketch Sheet 8.0 and initiate a NCR.11.0- BUTTONHEAD INSPECTION b Offsize (Malformed)

Protruding/unseated

'- -" wiruton e/ad tnhad0 Broken/missing wkebuffonheads 0000000* Previously Identified as missing 00 00 0000-" " / ___ _00000000000 32q Discontinuous

-removed this: 0000000000.00 surveillance.

000.0000 000000wire(s) removed during thls O:000O 0O 00OOsurveillance for testing 000000000.00000 000000000O0000 0000000000000 O000000OO0000.00 (11 .2) Anchorhead I.D0. 0 00) 0 0 0 0 0 0 0(D (-0 0 00 0Located on Sketch: RYes C] No D 0.00 0 0:0 0 0 00N 00000000(11.4) Missing Buttonheads Found: j/\0 0.0000 0 00 0000000/0 Yes C- No Quantity:

0000000Additional Information:

N"(12.2) Number of Protruding Buttonheads (w): .. (8.3) Illumination source(12.3) Number of Missing Buttonheads (0 , :. _(12.4) Total of Protruding

+ Missing Buttonheads:

0- (12.6) Continuity Test Requested?.

0 Yes Ij No(12.5) Total # of Effective Bultonheads Seated: I Wires ldentilied?%

.es 0 No(12.7) Overall.

Results [] Acceptable E] Un-Acceptable Customer Notified NCR#' /CewLeD18 SQ 8.0.TMI.13 ISITopical Report 213 Attachment 2 Page 64 of 1008 REP-1098-510 Appendix A, Page 24 of 348Project:

TMI 2013 TENDON SURVEILLANCE UNIT I.Tendon No.: ._J) B' Tendon End, Sb.'T-/ .tShop

• Field(7.4) Bearing Plate Identification

1. . TO: LOAM'.1. Orient the bearing plate with the sketch below.2. Locate the bearing plate Identification and document the location on the sketch.3. Sketch all cracks, Including other defects, existing on the.concrete In .the area surrounding the tendon anchorage for a distance of24 inches from the edge of the bearing plate.4. For cracks equal to or wider than 0.010 inches, document condition on an Nonconformance Report in accordance withProcedure QA 9.0, NONCONFORMANCES, for Exelon approval.

9 4 i V e4 r 104u V 2W 1< , ,.A_,, <.4 % 0On Hoop and dome this edge isVertical Tendon, this is toward Ihelcenter of the containment..

• a .1Auxiliary Light Source used: 0 YesDD No.(7.3) Illumination source.(7.5) Cracks k 0.010" E Yes N No Quantity:

Max. Width: ,Max Length. NCR:nsltQC Inspector:",,/

,---//{ j". -' Level: 'Date: ....JC Reviewed: W.

£Level:Date:AIJ/ -g:~-(19 SN.3 TMI. 13 IS)Topical Report 213 Attachment 2 Page 65 of 1008 REP-1098-510 Appendix A, Page 25 of 348N1091 PSC PROCEDURE SQ 8.3BEARING PLATE INSPECTION DATA SHEET SQ 8.309/03113Page: I of IRevision 0Project:

TMI 2013 TENDON SURVEILLANCE UNIT 1.Tendon No:: .,- Tendon End: " -Shop E'Field(7.4) Bearing Plate Identification

1. U.01, .hi..-tA,1. Orient the bearing plate with the. sketch below.2; Locate the bearing plate identification and documentithe location.

on.the. sketch.3. Sketch all cracks, including other defects, existing on the concrete in the area surrounding the tendon anchorage for a distance of.24 inches from the edge of the bearing plate.4. For cracks equal to or wider than 0.010 inches, document condition on an Nonconformance Report in.accordance withProcedure OA 9.0, NONCONFORMANCES, for Exeon approval,.

On Hoop and dome this edge isup.Vertical Tendon, this is toward the{center of the containment.

, ,,6A1 , ' "ei.i&Auxiliary Light Source used: C] Yeso No(7.3) Illumination sourceý CCOC.I I -Q49(7.5) Cracks a .00" []Yes No Quantity:

Max. Width: Max Length: NCR#:QC Inspector:

Level: Date: i o AIDS.,IC Reviewed:

Level: Date:/19 SQ 8.3 TMI. 13 ISITopical Report 213 Attachment 2 Page 66 of 1008 REP-1 098-510 Appendix A, Page 26 of 348[. N1091 PSC PROCEDURE SQ 9.0.MONITOR TENDON FORCES P"DATA SHEET 9,0,4 09103/1.3 PPRECtSION 5 ANCE Page 1 of8R .... Revision 0Proec TM 47HYEAR TENDON SURVEILLANCE UiPrjc: .M 050Ui(- ..)Tendon No, I TendonEnd:

TL4 JShop C Field, LIFT-OFF INSPECTION CRITERIA Q.C. Signoff(9.3) Temp. of Concrete:

LP -F Thermometer No.: Recal oats: jlj Ambient Temp.: 5 Thermometer No.: Recat Date: 1/-/ I(9.4) Anchorhead and Stressing Adapter Threads:

g gAcceptable El Unacceptable, (9.5) Number of Effective Wires: I A at(9.6) Anchorhead and Stressing Adapter EngagementAlignment

-MAcceptable D unacce.ptable I. c--* ' : -" " " .Z33._.5

" ." (9.7) RAM ID: qLiO I Recal Date: end ofjob RAM Area- 1. =1<Gauge.ID:

.C- L?'7 .Recal U Daily Check: (/--,&d-).

/0-(-(9.8) Shim .Stack Height: #1. in.. #2 /. / in. Ruler ID: / LRecal Date Individual Shims: Stack #1: _ 2.- in. Stack #2 , in. : .-.?. /(9.9) Lift-off Overstress Force (LOSF): /~1Z kips Pressure:

psi(0.10) PF: k.-S3 kips 95%.PF: 0/q3 kips: 90% PF: 1/3. kips5&,, 8,-71 psi q7/o ,. psi q'/tj.3.9 psi(9. 11 5) As-Found Lift-Off:

(9.11.13).

Circled ValuesStack #1: 1) .SQ 1/0: psi Stack #2:

1) ,../O. psi:2) 5;2 /, psi, 0~ psi 2) 5 ýOI psi3) U4(e~ psi. 3) Sl'/ 6 psi &(9.11.13)

End Average Force (this end): I2.- :1 a ...Average: psi. -V-' $(9.11A 4) End Avg; Force (other end):: m .kips* (9.11 15) Average Liftoff (ALV) / ; " kips(9.11.16)

Liftoff (ALV)Acceptance Criteria:

,Jb-fT.'-

UCI- eJ P4 6 A ?IACge $ a) ...Acceptable-ALVis5%PF.

e, -to 4ob) El'Adjacent Tendons to be stressed

-ALVis e 95%PF but _ 90%PF. Documenton a NCR.c) El Unacceptable

-ALV'is <9 0/oPF. Document on a NCR.NCR Required rI-Yes J4 No. Customer Notified NCR No.:(9.11.17)

Adjacent Tendon Llft-O ffs (Note: Use a separate.Date*Sheet.9:o to document Liftoff forces,):

Ad).Tendon:

.E Acceptable

-ALV >.95% of PF, The original scope tendon SHALL beSa). -This Tendon: _ restored to within -V1+6% of PF. but In no case, no greater than 0.70 GUT asAdj Tendon: ._ ...._ determined for the number of effective wires.EXELON Notifled.

El-Yes E No Name/Oate:

.. .._/_....__"________.

b) .Adj Tendon: _ l Unacceptable-ALV < 95% of.PF for either tendon. Document the conditioi Adj Tendon::.

-on a NCR. .".Customer Notified NCR No.:. /V{ Adj Tendon: on_"_EUnacceptable

-ALV < 90% of PF for either tendon. Document the Con, iio* Tendon:o'-_

_o on a NCR.N7 _Customer Notified NCR No.: 5_________.

C Reviewed:

S 0Level_ Date:21 SO 9.6 MI. 13 ISIa.Topical Report 213 Attachment 2 Page 67 of 1008 REP-1098-510 Appendix A, Page 27 of 348N1091 PSC PROCEDURE SQ 12.0REPLACE GREASE CAPpmu.2 Oata Sheet 12.0&'a 09103113ANCE Page 1 of 1Revision 0Project:

TMI 40."' YEAR TENDON SURVEILLANCE Tendon No.: Jj/j"Tendon End: C o!,,. T7--1 ['Shop El FieldANCHORAGE INSPECTION CRITERIABEARING.PLATE SURFACE PROPERLY PREPARED:

YES Cl NOGREASE CAP SURFACE PROPERLY PREPARED:

JA YES E] NOGASKET MATING SURFACE PROPERLY PREPARED:

m YES El NOSTUDtBOLT HOLES PROPERLY PREPARED:

• YES El NOFOREIGN MATERIAL EXCLUSION CONTROLLED:

YES 0 NOCOMMENTSCREW FOREMAN SIGNOFF _________________

ate: I1L2-9ý-/3 QC Reviewed:

hl .L....v.e.:.

Da: vl Da-teI.30 SQ 12.0 TMI.13 lSI. WTopical Report 213 Attachment 2 Page 68 of 1008 REP-1 098-510 Appendix A, Page 28 of 348IN1091 PSC PROCEDURE SO 12.0I REPLACE GREASE CAPData Sheet 12.0.09103113PRECISION ANCE Page 1 of 1< ..Revision*

0Project:

TMI 40rTH YEAR TENDON SURVEILLANCE Tendon No.: Tendon End; El Shop Co FieldANCHORAGE INSPECTION CRITERIABEARING PLATE SURFACE PROPERLY PREPARED:

GREASE CAP SURFACE PROPERLY PREPARED:

GASKET MATING SURFACE PROPERLY PREPARED:

STUDIBOLT HOLES PROPERLY PREPARED:

FOREIGN MATERIAL EXCLUSION CONTROLLED:

@4Sgt<E S:Y ýEVPQYU;YESEl NOENOC3 NOEl NOEl NO.COMMENTSCREW FOREMAN SIGNOFF _______________________

Date: ____QC Reviewed:

K)-X),ýLevel: 7LDale: /1 .3l/t"30 SQ 12.0 TMI.13.ISI Topical Report 213 Attachment 2 Page 69 of 1008 REP-1098-510 Appendix A, Page 29 of 348Project:

TMI 4W YEARTENDON SURVEILLANCE Tendon No.: ,-i 4"GREASE REPLACEMENT OC SIGNOFFS(84) Grease Used C@ DNEW [I OLD -TEST DATE: 1- ACCEPTABLE 0 APPROVAL LETTER8.Q PREREQUISITES DATED:(8.5) Total Grease Loss from Data Sheet 6.0 for Se"4--x tendon end: a.5, 981. gf.-/ 5(8.6) Total Grease Loss from Data Sheet 6.0 for 4, j, tendon end'" gal. A6&711w(8.7) Estimated grease losses from leaks for tendon end-: .,, gal.(818) Estimated grease losses from leaks for .... tendon end: (8.9) TOTAL Tendon Grease Loss:2.'0 INITIAL PRESSURE PUMPING(1.2.6) Ambient Temp.: 'I 0F Thermometer ID: Recal Date; /,. /,!'.1I/,

(12.7) Grease Temp.: 266 OF Thermometer 10: RK -ARecal Date: 10- d.- 14(12.9) Iitiiia Grease Height (a) ,43 5 in. (12.14) FEjlM Grease Height (b) "3 in.(12.16) Total amount of Grease Pumped: , gal. (a-b)x 1.77 intothe end(1218) Quantity of Waste Grease: 10 gal. (12.17) Was Exit Achieved?

W Yes 0]Noj12.19) Total Grease Replaced this end: 61,gal. If no, Pressure Held for A ....1 PUMPING -SECOND END (If necessary)

(13.6) Ambient Tarl .. 0F Termomne r D: Recal Date:(13.7) Grease Temp.: PF e"Theomt

t Recal Date:(13.9) jnital Grease Height (a) I Final Grease Height (b) in.(13.14) Total amount of Grease added: gal. (4 -bi x 1.77 the, end(13.10) Quantity of Waste Greaise:.

gaL (13.15) Cl Poured- 06 ýHan d(13.17) Total Grease Reglaed this end: gal_14.0 CALCULATION OF PRESSURE PUMPING(14.1) Total Tendon Grease Replaced:

"70161 gal. (12.19 + 13.17)(14.2) Net Tendon Duct Grease Volume: 5 ,Aj gal. Rew t-,so m22- SRnuvcs.,

thTo, ie,o* .,mt adw(14.3) Percent Difference:

Total Tendon Replaced (14.1)- Total Tendon Loss (8.9) 1 .qq %Difference Net Tendon Duct Grease Volume (14.2)(14.4) Grease Leaks: C1 Yes (N No(14.5) Refill Acceptable:

[I Yes tress t1a0% ', No 'gwretertha,,

o%).If No -Customer Notified NCR No.'. -OE),. A&8-(14.6) Comments:

A/&QC Reviewed:

K LLevel: I-_ Date: /1 15 -31 SQ. 12.1"TMI.t13 IS[Topical Report 213 Attachment 2 Page 70 of 1008 REP-1098-510 Appendix A, Page 30 of 348i N1091 PSC PROCEDURE:SQ 6.0I : GREASE CAP REMOVALI s"DataSheiet 6A0P S >09103113

ýPEClSlOP .ANCE: Page1 of 1 IRe I AERevision P-Project:

TMI 40T YEAR TENDON SURVEILLANCE UNIT I(7.3) Tendon No.: rT .Tendon End: ___. __.__ Shop Li FieldGrease Cap Removal(7.6) Date Removal Started:

10 -Ii- 2O 3(7.7): Dry Ice Used on Grease Cap and/or Anchorage Li Yes TNo(7,8) Temp..of.Concrete-(p' OF Thermometer No.: 5/ Re-Cal Date:Ambient Temp..: Thermometer No.: Re-Cal Date: 15(8.4) Anchorhead I.D .Anchorhead Verification:

tZ Match I] No-Match(8.5) Grease CoatingGrease Cap -Complete Partial UncoatedButtonheads

-Complete Partial 'Uncoated

.Anchorhead

-Complete V Partial Uncoated

%Shims -Complete Partial Uncoated

%Bearing Plate -Complete Partial Uncoated

%-Limited within the inside diameter of the grease cap.(8.6) Unusual Conditions:

.ON(8.7).Grease Color Match: -l Yes [] No. Grease Color. L 1dJ kA Comments:.

(8.8) Quantity of Samples 2 Quart Samples identified per Step 8.8.1? l] Yes 0 NoLocation of [ A.H. 1 B.P. OShims mcap C DuctRemoval(8.9) Qty. of Grease lost during removal of cap: G gal.(8,91) Grease from cap to be reused?.

El Yes gg No Qty. of Grease removed from-cap: gal(9.6) Qty. of Grease removed from anchorage:

o A;. gal.(9.7) Damage during cap removal or anchorage cleaning?

El Yes 91 No .Describe:

(10.3) Method of Tendon Protection:

A Nd- a (10.4) Amount of Grease Loss from Tendon duct:.. " gal.( 0.5) Total quantity of lost grease (below):(8.8) ._ + (8.9). 4,' (8.9.1) 3 + (9.6)5 + (10-4)YZL

= 0T TOTAL(11.1.2)

Document TOTAL grease lost on Data Sheet 12:1, GREASE REPLACEMENT.

,Yes U NoQC Reviewed.

(C-Level:Date:.113 S 6.0 M1.1./S I13 SQ 6.0 TMI. 13. IS[Topical Report 213 Attachment 2 Page 71 of 1008 REP-1 098-510 Appendix A, Page 31 of 348.N1.091 PSC PROCEDURE SQ 6.0GREASE CAP REMOVALp S ~ .Data Sheet 6.0l" 09/03/13PRCIsION LANCE Pagel of 1Revision 17Project:

TMI 40T YEAR TENDON SURVEILLANCE M UNIT 1(7.3) Tendon No.: J) Tendon End: _,________

Shop I FieldGrease Cap Removal(7.6) Date Removal Started:

./ -2 / (7.7) Dry Ice Used on Grease Cap and/or Anchorage 5 Yes H1 No(7.8) Temp. of Concrete:

G Thermometer No.: r-/oi .Re-Cal Date:: J. -. /.Ambient Temp.: *2:- QF Thermometer No.: p#/*. ,p4 Re-Cal Date: __,_.-__(8.4) Anchorhead I.D.: Anchorhead Verification:

LI Match ZNo-Match (8.5) Grease Coaling /Grease Cap -Complete

.. Partial Uncoated

%Buttonheads

-Complete Partial:

Uncoated

%Anchorhead

-Complete Partial Uncoated

.%Shims -Complete Partial.

Uncoated

%Bearing.Plate

-Complete Partial Uncoated

%.. Limited within the inside diameter of the grease cap.(8,6) Unusual Conditions:

,(8.7).Grease Color Match: C3 Yes No Grease ColornC o m m e n ts : 4 a ....(8.8) Quantity of Samples Z > Quart Samples identified perStep 8.8.1? K.Yes [I NoLocation of ..H 0 B.P. qShims Kcap 1` DuctRemoval(8.9) Qty. of Grease lost during.removal.of cap: = P gal.,(8.9.1) Grease-from cap to be reused? [i]Yes No Qty. of Grease removed from cap: JtL gal.(9.6) Qty: of Grease removed from anchorage:

/, '5 gal-(9.7) Damage during cap removal or anchorage cleaning?

[] Yes K No Describe:

(10.3) Method of Tendon Protection:

, ! /l hQ/4 MsA, ,i :.(10.4).Amount of Grease Loss from Tendon duct: gal.(10.5) Total quantity of lost grease (below):(8.8). +(8.9) -0.' +(8.9. 1).g&+(9.6)

'5 + (10.4) TOTAL(11.1.2)

Document TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENT.

JYea I-NoCC Reviewed:

/2 a,P-tiLevel: 21Date: ~ oiiI013 SQ 6.0 TMI.13 ISITopical Report 213 Attachment 2 Page 72 of 1008 REP-1098-510 Appendix A, Page 32 of 348Project:

TMI 40e YEAR TENDON SURVEILLANCE, UNIT.(8.1) Tendon No.: LII,, Tendon End: .[] Field.(9.5.1) DURING REMOVAL OF GREASE CAPWater Detected.

• Yes

  lNo Quantity:

t Sample Taken: E] Yes Li No IM NIAMoisture

==

Description:==

Li Observable Moisture

.i: Significant Moisture I] Not Applicable Comments:

_(9.6.1) INSIDE GREASE CAPWater Detected:

L] Yes Eg No Quantity:

.Sample Taken: Li Yes Li No .NIAMoisture

==

Description:==

L] Observable Moisture Li Significant Moisture rN Not Applicable:

Comments:

(9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected:

Li Yes a No Quantity:

t Sample Taken: [] Yes C1 No J'M N/AMoisture

-Description:

i Observable Moisture Li Significant Moisture

21. Not Applicable Comments:

dv,#.(9.9.1)

DURING DETENSIONING i1/"Water Detected:

i' Yes L] No Quantity:

Sample Taken: EL Yes i- No Li NIAMoisture

==

Description:==

L] Observable Moisture Li Significant Moisture EL Not Applicable Comments:

(11.1:) NOTIFICATION N .Exelon Notified:

0i Yes Individual Name: Date:SAMPLE IDENTIFICATION AND STORAGE(12.2) Samples adequately identified:

C1 Yes(12.3) Samples stored at:QC Signoff:

.... Level: Date: iQC Reviewed:

041Level: _ _ _ Date: _____/__14 SQ 6. .TM 13 IS]mTopical Report 213 Attachment 2 Page 73 of 1008 REP-1098-510 Appendix A, Page 33 of 348Project:

TMi 40TH YEAR TENDON SURVEILLANCE C UNIT 1(8.1) Tendon No.: i4 Tendon End-: C ] Shop Og Field(9.5.1) DURING REMOVAL OF GREASE CAPWater Detected:

El Yes t No Quantity:

.Sample Taken: [],Yes [I No O N/AMoisture

==

Description:==

C] Observable Moisture

[1 Significant Moisture

(&Not Applicable Comments:

(9.6.1) INSIDE GREASE CAPWater Detected:

[E Yes %.No Quantity: Sample Taken: E] Yes E] No 1 N/AMoisture

==

Description:==

C] Observable Moisture El Significant Moisture Not Applicable Comments:

(9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected:

El Yes l] No Quantity:

.Sample Taken: El]Yes El No Il N/AMoisture

==

Description:==

El Observable Moisture 1] Significant Moisture IZNot Applicable Comments:

(9.9.1) DURING DETENSIONING I/Water Detected:

El Yes 0L No Quantity:

Sample Taken: E] Yes: E] No El N/AMoisture

==

Description:==

El Observable Moisture El Significant Moisture El Not Applicable Comments:

(11.1) NOTIFICATION Exelon Notified:

E] Yes Individual Name. DatezSAMPLE IDENTIFICATION AND STORAGE(12.2) Samples adequately identified:

E] Yes(12.3) Samples stored at:QC Signoff:

._. 6,4A.. u i Level: Date: -.-QC Reviewed:

.OL Level: _ Date: /0/ 3.,4314 SQ 6.1."MI.13 tSITopical Report 213 Attachment 2 Page 74 of 1008 REP-1 098-510 Appendix A, Page 34 of 348PRECISION LANCEN 1091 PSC PROCEDURE SQ 7.1INSPECTION DOCUMENTATION DATA SHEET 7.109/03/13Page loflRevision.0 Project:

TMI -40m YEAR TENDON SURVEILLANCE Tendon No.: 14 / 4-6 Tendon End/Buttress:No.:

~pgA,/&B eAAAnchorage 1D.:Adaptor i1:b. 3EQUIPMENT MICROMETER.

WIRE SHIMS-Thread MiG.ID Recal Date ID No. Recal Date ID No.. Recal DateExt.Ext.Pitch QC 2- 2-7-gm is suExt.Minor &C -5 Z 2 1i , ,"-43 ID) j0 .4Int;.aoo "N/A N/A,MinorMEASUREMENTS THREAD Wire Sh...Av.rage Th er e d 3 .9 A v erag e W ire .W ire Shim .A verageThread Read A Constant Diameter Size DiameterExt. 1 4aue D 4,D73 Rumajor 2 q, 1~71 375 5_..._...___34 Ext. 1 %5 1 .2- ____Pitch: (1) 2 453 C,5 7426Ext. 0Minor (2) 2 el .ffsit~'S 10 'I's~ :2Int.. 11 N/A N/AMajor 2 N/A N/AInt. 1 N/A N/A N/AMinor 2 N/A N/A NIAInt. Go Gauge 11): N/A Recal Date: N/A Result: N/APitch No-Go Gauge N/A Recal Date: N/A Result: N/AID:lrNolse: 1) ruc'nuiamewer

-Lveragel

-LwI.re.onstanj

-Lonlm oizej(2) External Minor Diameter

= [Average]

-(2 X Wire Diameter]

-[Shim SizelDISPOSITION Trial 1 Trial 2I Tuial3 .I. Thia4 IAdaptor Mark. D -:Min. Minor Diameter from Adaptor Table , IAcceptable?

(Yes or No) V, SQC SignofftQC Reviewed:

.U. &A,Level:Level:Date: /Date: /-q 0I .-' ~**-_v/~17 SO:7.1 TMI.13 131Topical Report 213 Attachment 2 Page 75 of 1008 REP-1098-510 Appendix A, Page 35 of 348N1091 PSC PROCEDURE SQ 7.1INSPECTION DOCUMENTATION DATA SHEET 7,109103/13RECISION ANCE page 1 OfA1Revision 0Project:

.TMI -40e YEAR TENDON SURVEILLANCE Tendon No.: b 14 Tendon End/Buttress No.:Anchorage ID.:.. q ... Adaptor ID:e-. IEQUIPMENT MICROMETER WIRE SHIMSThread Mic ID Recal Date ID No. Recal Date ID No. Recal DateExt.Minor ( 2 -1 275Zf1Ext.Minor 67¢ -z---r'- 0-70 1 D"- 3 ar 149 /0-Zq- 15Major NIA N/AInt. NIA N/AMinor...MEASUREMENTS THREAD Wire Wire Shim AverageThread Read 3rd 6t 91h Average Constant Diameter Size DiameterMajor 2 J.5 .2 qj.5a 9T2,7,Ext. 1 9. 4-Pitch (1): 2 ~.5 .5Minor (2)_ _Int. 1 N/AN/Major 2 N/ANAInt. 1 N/A NA N/.AMinor 2 NIA NIA NIAInt. Go Gauge ID: NIA Recal Date: N/A Result: N/APitch No-Go Gauge N/A Recal Date: N/A Result: NIAID:.(l) External Pitcn ulameter

= [Iiveragei

-lvvire Cooniaw -nto-iIi oizej(2) External Minor Diameter

= [Average]

-[2.X Wire Diameter]

-[Shim Size)DISPOSITION I Trial 1 I Trial 2 Trial 3 1 Trial 4Adaptor Mark I_ IMin. Minor Diameter from Adaptor Table I, 7"Acceptable?

(Yes or No)CC Signoff:QC Reviewed:

if* 77WflWI~1Level:*Level: 0Date:Date:W1I/vI.1017 SO 7.1 TMI.13 ISITopical Report 213 Attachment 2 Page 76 of 1008 REP-1098-510 Appendix A, Page 36 of 348N1091 PSC PROCEDURE SQ 8.0I ANCHORAGE INSPECTION I Data Sheet 8.OBPRECISION LANCE Page I of 1Revision rProject:

TMI 2013 TENDON SURVEILLANCE

[UNIT I(7.3)Tendon Noa: ii ..Tendon End: -.ShopANCHORAGE INSPECTION CRITERIAAs-Found 0 Post De-Tensioning I Pre-Wire Removal 0 Post Re-Tensioning 9.0 & 10.0:- CORROSION

& CRACK INSPECTION (9.2) Buttonheads Level:. A (101) Cracks [I Yes121 KNo C3 N/A(9 .2) A nch orhe ad Level: A (10 .1) C racks .C 1 Y es (2) k Q N o [ -]NIA(9.2) Bushing Level: A (10.1) Cracks [] Yes l12 No C3 N/A(9.2) Shims Level:. (10.1). Cracks r0 Yes (2) JR No O:1 N/A( 9 .2 ) B e a r i n g P la te L e v e l; A ) ( 1 0 .1 ) C r a c k s C 1 Y e s 1 2 )] 'N o , t -] N / A111-Corrosion Level=f C requires a NCR. I2I- Compose a sketch of the cracks on Sketch Sheet 8.0 and initiate a NCR.44 fl ~I ITTAhIU~An IMQD~TIAM Olfsize (Malformed)

Protruding/unseated

___wire/bu Iton heads0 Broken/missing wire/buttonheads Previously identified as missingm LiwDiscontinuous

-removed thissurveillance wire(s) being removed duringthis surveillance for testing00000000.

00\oooooooooo

\.000000000000 0000000000:000 0000000000.0000 0000000000 000S/ ~ ~ oo oo oooo ooc*00000000/

/ / oo o o o oo( \0/ 0(1 )0o o o 71 ~ o .o oo~0o o(11.2) Anchorhead I.D. :riLocated on Sketch: [I NoBushing:I.D.

Located on Sketch: [J Yes [L No(111.4) Missing Buttonheads Found: t4 /E Yes C3 No Quantity:'

4Additional Information:

1 A 4f:2 --.: I?.Y:W/(12.2) Number of Protruding Buttonheads (w): 0 (8,3) Illumination source C _______(12.3) Number of Missing Buttonheads (0, 9b: .(12.4) Total of Protruding

+ Misting Bultonheads:

.(12.6) Continuity Test Requested

? Cl Yes Vd No(12.5) Total # of Effective Butlonheads Seated: W ires Identified?

/s [ No =(12.7) Overall Results J Acceptable

-Un-Acceptable Customer Notified NCR#:QC Reviewed:

P = 0 -ILevel: Date:sQaioi.i~l sII18 SQ 8.0.TMI.13 181Topical Report 213 Attachment 2 Page 77 of 1008 REP-1 098-510 Appendix A, Page 37 of 348N1091 PSC PROCEDURE SQ 8.0ANCHORAGE INSPECTION Data Sheet 8.0Bps~ 09103/13PRECISION ANCEofRevision Project:

TMI 2013 TENDON SURVEILLANCE

.UNIT I(7.3)Tendon No.: Tendon End: ' ShopANCHORAGE INSPECTION CRITERIAIl As-Found El Post:De-Tensioning I Pre-Wire Removal 0" Post Re-Tensioning (9.2) Buttonheads Level: (10.1) Cracks ElYesip)

E0 N/A(9.2) Anchorhead Level: 4ir. (10.1) Cracks E] Yes'2) [Elro, 0 N/A(9.2) Bushing Level: 4 (10:1) Cracks C3 Yes(2) [ LI N/A(9.2) Shims Level: (10.1) Cracks El Yes.Z E -N/A(92) Bearing Plate Level A M (10.1) Cracks "-.:Yes(2)

IlRNo E' N/A.Corrosion Level of C requires a NCR. (2). Compose a sketch of the cracks on Sketch Sheet8.0 and initiate a NCR.II 0 -BUTTON"FAfl IN-Qpr-CAM

• Offslze (Malformed)

Protruding/unseated W wire/buttonheads 0 Broken/missing wire/buttonheads

• Previously identified as: missing101 Discontinuous

-removed thissurveillance wire(s) being removed during thissurveillance for testing00O0000O>

007.00000000

\/oobooooooooo\.

/ ooooooooooo~o (0000000000 co0/O0OO0O0O0O00000 00000.0000000000 00000000000000 00000.000000:0 00000000000000o 00000000000,000 0000000,00000/

,o0 00 o00:0 oD:o 0./\0000000

/00000(),

/(11.2). Anchorhead I.D.Located on Sketch: J§ Yes C1 NoBushing I.D. fat-Located on Sketcht REYes El No(11.4) Missing Buttonheads Found:El Yes El. No Ouantity:

Additional Information:

S'm i't.A -2,. 2. V,.--: =I -(12.2) Number of Protruding Buttonheads (w):(12.3) Number of Missing Buttonheads (0 ,5'(12.4) Total of Protruding

+ Missing Buttonheads:

(12.5) Total # of Effective Buttonheads Seated:V(8.3) Illumination source(12.6) Continuity Test Requested

? El ,es C9 NoWires tdentified?

4 NoI(12.7) Overall Results jOAcceptable El Un-Acceptabe Customer Notified NCR#:QC Reviewed:

6~o~PLevel:Date:1064 318 SO B.O.TMI,13 IS[Topical Report 213 Attachment 2 Page 78 of 1008 REP-1098-510 Appendix A, Page 38 of 348Project:

TMI 2013:TENDON SURVEILLANCE UNIT I(7.3)Tendon No.: > I14 Tendon End:

• FieldANCHORAGE INSPECTION CRITERIA

___II___As-Found 0l Post De-Tensloning I PreoWire Removal r- Post Re-Tensioning:

Q.C. Signoff9.0.& 10.0- CORROSION

& CRACK INSPECTION (9.2) Buttonheads Level: A (" (10.1) Cracks [I Yes .(21)] NA(9.2) Anchorhead Level: J (10.1) Cracks 0 Yes.= 0 NIA(9.2) Shims Level: (10.1) Cracks y'- e [ N0A(9.2) Bearing Plate Level: (10.1) Cracks [I Yes.2 [fNIA 41/.N0At Corrosion Level of C iequiresa NCR._(tCompose a sketch of the cracks on Sketch Sheet.8.0 and imi1iite a NCR.I1f I- RISrTTONiHPAn mqJP~r~Tifnt I Offsize (Malformed)

Protruding/unseated

__ wire/buttonheads 0 Broken/missing wire/buttonheads 4~1 F--].Previously identified as missingDiscontinuous

-removed thissurveillance.

wire(s) removed during thissurveillance for testing(11.2) Anchorhead I.D.Located on Sketch: Q Yes []No(11.4) Missing Buttonheads Found: x0 Yes, 0 No Quantity:

Additional Information:

000000,0000,00000 00000000000 0000000060000 0000000000000 60000060000000 000.0000000000 00000000000000 0:000000000000 0 0 (000000000 0CC000.0000.0.0000 0:00000000000 000000U00000 000000000000000NV~fflib (12.2) Number of Protruding Buttonheads (w,); : (8.3) Illumination source , o41 ____(12.3) Number of Missing:

Buttonheads (0, 0): __ "(12.4) Total of Protruding

+ Missing Buttonheads'.

-0(12,6) Continuity Test Requested?

[l Yes 91N6(12.5) Total # of: Effective Buttonheads Sealed: 7j6T Wires Identified?

C3 No(12.7)Overall Results 'OAcceptable E] Un-Acceptable Customer Notified NCRN: jV "t"LQC Reviewed:

P,CaP't',Level:Date:,18 SQ 8.01TMI,13 ISITopical Report 213 Attachment 2 Page 79 of 1008 REP-1098-510 Appendix A, Page 39 of 348...N1091 PSC PROCEDURE SQ 8.0.ANCHORAGE INSPECTION WIN op,.0ý1Data Sheet 8.0A,09/03/13PRECISION ANC* Page 1 of IRevision 0Project:

TMI 2013 TENDON SURVEILLANCE

'UNIT 1(7.3)Tendon No.: Ti Tendon End: f FieldANCHORAGE INSPECTION CRITERIA

........E] As-Found 0'Post De-Tensioning

/ Pre-Wire Removal El Post Re-Tensioning O.C. Signoff9.0 & 10.0 -CORROSION

& CRACK INSPECTION (9.2) Bultonheads Level: A (10.1) Cracks 0 Yes 0Y E [I NIA(9.2) Anchorhead Level: A ,, (10.1) Cracks D Yes 2) N/A*(9,2) Shims Level: A (10.1) Cracks 0 Yes 4 l --i4 /0- LI N/A(9.2). eadng Plate Level: 'A (10.1) Cracks [I Yes 4 iNo 0I NIA ,/Zi'i(11- Corrosion Level of C requires a NCR. t3lCompose a sketch of the cracks on Sketch Sheet 8.0 and initiate a NCR.11.0- BUTTONHEAD INSPECTION

.. /le zc 's."4W.I Offsize (Malformed)

Protruding/unseated 0 E 1TV wire/buttonheads

.0 Broken/missing wire/buttonheads 0 0.../ 00.00000\

9 Previously identified is missing 0 0 0 000 00000000000000 Discontinuous

-removed this 000000000000 surveillance.

0000000000000 0000Q:00.000000 surveillance for testing 00000 000000000000000000000 (11.2) Anchorhead l.D. 00000000000000 0000000.00000 Located on Sketch: r"] NO 000O 00:0 00000:=(11.4) Missing Buttonheads Found: ,4/ 00000 0000r3 Yes 0 No Quantity:

iO 0000000 /\, /Additional Information:

(12.2) Number of Protruding Buttonheads.

(w): C) (8.3) Illumination source ,.' ________(12.3) Number of Missing Buttonheads (0,@t: .(12.4) Total of Protruding

+ Missing Buttonheads:

0 (12.6) Continuity Test Requested?

r Yes [@ No(12.5) Total # of Effective Buttonheads Seated: Wires Identihed?AAYes D No(12.7) Overali Results M Acceptable EU Un-Acceptable Customer Notified NCR*; Al/.QoC Reviewed:

Level: .t- Date:Iz a (/ /18 SO 8.0TMIh13 ISITopical Report 213 Attachment 2 Page 80 of 1008 REP-1 098-510 Appendix A, Page 40 of 348.1 P1 .AN'O19i PSC PROCEDURE SQ 8.3BEARING PLATE INSPECTION DATA SHEET SQ 8.309103113.:Page 1 of 1Revision 0vProject:

TMI 2013 TENDON SURVEILLANCE

, UNIT 1Tendon No.: Tendon End:. 0 Shop -LiField(74). Bearing Plate Identification

1. _M4A6 1.kIk?I Orient the. beefing plate with the sketch belowý.2. Locate the bearing, plate identificatlon anddocument the location on. the sketch'.3. Sketch all cracks, including other defects, existing on the-concrete in the area surrounding the tendon anchorage for adistance.o.f 24 inches from the edge of the bearing plate,4.. For. cracks equal to.or wider than 0.010 inches, document conditlon.on an Nonconformance Report in accordance withProcedure QA 9.0, NONCONFORMANCES, for Exelon. approval.

On Hoop and dome this edge isVertical Tendon, Ihisis toward thecenter of the containment.

Auxiliary Light Source used: I" Yes&] No.(7,3) Illumination source: 4OI oi______(7.5)Cracks>O.010"

[]Yes: JNo Quantity:..

Max. Width: Max Length: NCR .-tSInspecor

.. f L l:..a t:JC Reviewed:

Level;Date:0.-..iw19 S0 8.3 TMI.13 ISITopical Report 213 Attachment 2 Page 81 of 1008 REP-1098-510 Appendix A, Page 41 of 348N1091 PSC PROCEDURE SQ 8.3BEARING PLATE INSPECTION DATA SHEET SQ 8.309103/13Page 1 of IRevision 0IProject:

TMI 2013 TENDON SURVEILLANCE

[ UNIT 1Tendon No.: h 1 f .. Tendon End: 1 '-Shop Field(7,4) Bearing Plate Identification

1. JLbfa1:. Orient the bearingplate with the sketch.below.

2. Locate. the bearing plate identification and document the location on the sketch.3. Sketch all cracks, Including other defects, existing on the concretein the area surrounding the tendon anchorage for a distance of24 inches from the edge of the bearing plate.4. For cracks equal to or wider than 0,010 Inches, documentcondition on an Nonconformance Report in accordance withProcedure QA 9.0, NONCONFORMANCES, for Exelon aprovaLOn Hoop and dome this edge is.up.Vertical Tendon, this is toward theCenter of the containment..

Auxiliary Light Source used: E. Yeso No(7.3) Illumination

.source: LeieipLi.Ls'04-(7.5) Cracks> 0.010 [1 Yes r No Quantity::

Max. Width: Max Length: NCR#:QC Inspector:

Level:. Date- A0 /3..C Reviewed:

Level: Date: //30L : 119 SQ 8.3 TMI,13 ISITopical Report 213 Attachment 2 Page 82 of 1008 REP-1098-510 Appendix A, Page 42 of 348Project:

TMI 40Th YEAR TENDON SURVEILLANCE

[ Unit I(7.8)Tendon No..,:..

Tendon End: wt&,k :1Shop EiReidLIFT-OFF INSPECTION CRITERIA Q.C Slgnoff(9.3) Temp. of Concrete:

1 F. Thermometer No.: V,10Z Recal DateW .2 -1'3Ambient Temp.: 4 'I Thermometer No.: PDK Recal Date: -15(9.4) Anchorhead and Stressing Adapter Threads':

1 Acceptable E] Unacceptable (9.5) Number of Effective Wires: 1,(9.6) Anchorhead and Stressing.Adapter Engagement/Alignment:

E Acceptable Dl Unacceptable

!i(9.7) RAM ID: RecalDate:

ehd ofjob RAM Area: K=,Gauge ID: .C p 5 Recal Date:" W ,,, Daily Check: Or_ $ '.(9,8) Shim Stack Height: #1 4., in. #2 It in. Ruler ID: e.. qf Recal Date: 1I. 9-..Individual Shims: Stack #1. ___ As, 1/4. in. Stack #2:--, /. yL In,(9.9) Lift-off Overstress Force (LOSF): z kips Pressure:

(9.10) PF: jj f{ kips 95% PF- 10Si .5 kips 90% PF; kipsPs 7-pi ý1/Oc4974psi.

4:(9.11.5).As-Found Lift;Off*

(9. 11. 13) Circled ValuesStack #1: 1) psi Stack #2: 1) (4 psi 1) psi.2) O2 psi 2) 2)p3) 5l psi 3) 7 ý psi 3) ~ psi(9.11.:13)End Average Force (this end): .kips-V,/

Average:

-.0 psi(9.11 .14) End Avg. Force:(oiher end): 1j, kips (9.11.15)

Average'Liftoff (ALV) I kips(v A1 .16) Liftoff (ALV) AcceptanceCriteria:

a) (aAcceptable.-ALV is t.95% PF.b) 0- Adjacent Tendons to be~stressed

-ALV isli; 95%PF but i90%PF. Document on a NCR:.c) E-UnacceptabIe ALV:is .90%PF. Document on a NCR.NCR Required M- Yes Z No Customer Notified NCR. No.:,. Al 1A(9.11.17)

Adlacent Tendon Lift-Offs (ote.: Use aseparate Data Sheet 9.0 to dociaent Liftoff-forces.).Tendon.*

n] Acceptable

-ALV >.950% of PF, The original scope tendon SHALL be /a) This Tendon__

• restored to within -01+6% of PF, but In no case, no greater thanO.70.GUTS aAd edn determined for the number of effective wires,* ./]-AdCuOto Notiired:

NtiYes NCRNo NamelNate:

"_ _ ___b) Ad) Tendon: _--] Unacceptable

-ALV: < 95% of: PF for either tendon. Document Ihe conditioc).. Adj Tendon: .on a NCR.* ~ ~~Customer Notified NCR No.:: B ........ ..'" Te d n a, NCRCustomer Notified NCR No.: _________

QC Reviewed:

(2 .12 .Level: ._ _ _ Date:.3A21 SO 9;0 TMI.13 ISieTopical Report 213 Attachment 2 Page 83 of 1008 N1091 PSC PROCEDURE SQ 9.0MONITOR TENDON FORCEDATA SHEET 9.009103113Page 1 of IRevision 0IProject::

TMI 40" IYEAR TENDON: SURVEILLANCE M Unit 1*(7.6)Tendon No.: .4.......

Tendon End: -Shop FieldLIFT-OFF INSPECTION CRITERIA Q.C. Signoff(9.3) Temp. of Concrete:

'IF Thermometer No.: " 0. Recal Date:Ambient Temp.: VZ -F Thermometer No.: PK%104 Recal Date:(9.4) Anchorhead and Stressing Adapter Threads:

QJAcceptable E] Unacceptable (9.5) Number of Effective Wires: I .(9.6) Anchorhead and Stressing Adapter EngagementlAtignment:

IAcceptable El Unacceptable (9.7) RAM ID: 90 Recal Date: endtofjob RAMArea:

2 31S K= -- %.q*'7Gauge I;: Recal Date: j ..Daily Check:(9.8) Shim Stack Height: #1 5,5 in. #2 Z5: in. Ruler ID: Recal Dale:l/ '.L1-* Individual Shims: Stack #1: .. / jt l , in. Stack #2: " $i, '(,.. in. *(9;9) Liftýoff Overstress Force (LOSF): /. s ,, kips Pressure:

(9.10) PF: l2 kips 95% PF: 1054,5S kips 90% PF: kips(9.11.5)

As-Found Lift-Off (9. 11.13) Circled ValuesStack #1:. 1) psiO psI Stack#2:

1) A 1) , p2) 4p9( psi 2) 6j 4Dp s 2) I( 3) MO. psi 3) 511?) psi 3) ,,- psi(9.11.13)

End Average Force (this end): I 19 kips -Averagp: psi(11.14) End Avg. Force (other end): 1172Akips (9.11;15)

Average Liftoff (ALV) p, *kips(9.11.16)

Liftoff (ALV) Acceptance Criteria:.

a) 9 Acceptable

-ALV is -a 95% PF.b) El Adjacent Tendons to be stressed

-ALV is < 95%PF but ,. 90%PF. Document on a NCR..*c) C1 Unacceptable

-ALV is < 90%PF,. Document on.a NCR.NCR Required C3 YeS N] No Customer Notified NCR No.:. At(9.11.17)

Adlacent Tendon Lift-Offs (Nut.: Lusa aeseparete Data Sheet 9.0 to document Uftoff forces.).

.Adf Tendon:.

_E Acceptable

-ALV > 95% of PF, The original scope tendon SHALL bea) This Tendon: _ restored to within -01+6% of PF, buti n no case, no greater than 0.70GUT aAdj Tendon: determined for the number of effective wires.EXELON Notified:

[] Yes [I No Name/Date:

___/____*__

b) Adl Tendon: _] Unacceptable

-ALV < 95% of PF for either tendon. Document the condition l_ Adj Tendon':

on a NCR. ACustomerNotifiedNCR No.: 7A f..Z4.j- Ad) Tendon: C] Unacceptable ALV < 90% of PF for either tendon. Document the conditioC) L_ AdjTendon:____

on a NCR. "AIZ"o Customer Notified NCR No.: IV,-A W/4*ZJ-I-QC Reviewed:

6-Z17ee:_______

Date: /0 30/21 SQ 9.0 TMI.13 ISliTopical Report 213 Attachment 2 Page 84 of 1008 REP-1098-510 Appendix A, Page 44 of 348N1091 PSC PROCEDURE SQ. 12.0REPLACE GREASE CAPData Sheet 12.009/03/13Page 1 of 1Revision 0IProject:

TMI 40 TYEAR TENDON SURVEILLANCE Tendon No.: Tendon End:

• CJ Shop .FieldANCHORAGE INSPECTION CRITERIABEARING PLATE SURFACE PROPERLY PREPARED:

GREASE CAP SURFACE PROPERLY PREPARED:

GASKET MATING SURFACE PROPERLY PREPARED:..

STUD/BOLT HOLES PROPERLY PREPARED:.

FOREIGN MATERIAL-EXCLUSION CONTROLLED:

ElJNO51NOC1NOC1 NOC1NOCOMMENTSA15046e,CREW FOREMAN SIGNOFF /V/< Date-. Z&/6J-31tju~QC Reviewed:

Level: __Date:I30 SO 12b.OMI-113 IS1Topical Report 213 Attachment 2 Page 85 of 1008 REP-1 098-510 Appendix A, Page 45 of 348Project:

TMI 40TH YEAR TENDON SURVEILLANCE Tendon No.: q 4, Tendon End: -" Shop [ FietdANCHORAGE INSPECTION CRITERIABEARING PLATE SURFACE PROPERLY PREPARED:

m/S, E NOGREASE CAP SURFACE PROPERLY PREPARED:

yS .C] NOGASKET MATING SURFACE PROPERLY PREPARED:

/ES ] NOSTUD/BOLT HOLES PROPERLY PREPARED:

.S E NOFOREIGN MATERIAL EXCLUSION CONTROLLED-YES UJNOCOMMENTSCREW FOREMAN SIGNOFF A] ~----- Date: _____/_QC Reviewed:

_ _ _ _ -_ _ "_ _ _ _ _ _ Level: -_ --" Date: _________

30 SO 12.0 TMI.13 ISITopical Report 213 Attachment 2 Page 86 of 1008 REP-1098-510 Appendix A, Page 46 of 348Project:

TMI 40Q Tendon No.:GREASE REPLACEMENT QC SIGNOFFS:

(8.4) Grease Used: NEW -OLD -TEST DATE: F0 ACCEPTABLE E APPROVAL LETTER8.0 PREREQUISITES DATED:(8.5) Total: GreaseLoss from Data Sheet 6.0 for SPA tendon end; IInd gal. izelb.il-13 (8,6) Total Grease Loss from Data Sheet 6.0 for tendon end: ...gal. ki t2P.15:.(8.7) Estimated grease losses from Ieaaks for: tendon end: -0 gal.(8.8) Estimated grease losses from leaks for , tendon end: 0 gaL(8.9) TOTAL Tendon Grease Loss; :_ I gal. 4' I-f12.0 INITIAL PRESSURE PUMPING(1.2.6) Ambient Temp.: .. F Thermometer:ID:

RILA Recal Date: 1b -I- (12.7) Grease Temp.: ;Z6o OF Thermometer ID: Recat Date:(1 2.9) ta UGrease Height (a) &Z 75 in. (12.14) Fina .Grease Height (b) 2(12;16) Total amount of Grease : 1 gal. (a-b)x tf into the end(.12.18)

Quantity of Waste Grease: .gal. (12.17) Was Exit Achleved?

X.Yes O NO.12.19) Total Grease Re laced this end: (23, IL gal. If no, Pressure Held for / pL7T." ND PUMPING -SECOND END (i1 necessary)

(13.6)

F Thermometer ID: Recal Date:(13.7) Grease Temp.: rometer I Recal Date:(13.9) Lqitlal Grease Height (0) in. 1QVFInal Grease Height (b).. in.(13.14) Total amo unt of Grease added-,al (a~bx17 oh end(13.16)Quantity of Waste Grease: gal. (13.15) 0 Poured 0 Han ed(13.17) Total Grease Replaced this end: gal.14.0 CALCULATION OF PRESSURE PUMPING(14.1) TotaI.Tendo

.Grease:

Replaced:

gal.. (12.19+13.17)

(14.2) Net Tendon Duct Grease Volume: .: .,J gaL Rfa.erro SO f2.2-krf. Tenon .. me,(" v6rfmTotal Tendon Rep)aced(14:A)

-Total Tendon Loss.(8.9)

.k'~ 143 ercent Dirr~erncej:

(1.4,4).Gtease Leaks: 03 Yes(14.5) Refil Acceptable::

0 Yes gess iNet Tendon Duct Grease Volume (14,2)QNo,an No0A NO (Cs aoerihae NR% .If No -Customer Notified NC R.No.:100 _agLa& % Difference WAWA-IL-19-1.3 (14.6) Comments:

AQ,Ue,QI OC Reviewed:

Level: _ Date: "a.L 9 43W31 SQ 12.1 TMt.13 ISITopical Report 213 Attachment 2 Page 87 of 1008 REP-1098-510 Appendix A, Page 47 of 348Project:

TMI 40T" YEAR TENDON SURVEILLANCE 1W UNIT 1.(7.3) Tendon No.: -2 .Tendon End: Shop [] FieldGrease Cap Removal(7.6) Date Removal Started:

i 1- 5 -(7.7) Dry Ice Used on Grease Cap and/or Anchorage El Yes A No(7.8) Temp. of Concrete:

K,% OF Thermometer No.: Re-Cal Date: te /3Ambient Temp.: OF Thermometer No.: 2K If> Re-Cal Date: I ,2L.i(8.4) Anchorhead I.D.: Anchorliead Verification:

[] Match []No-Match

.(8,5) Grease CoatingGrease Cap -Complete Partial.

Uncoated

%Buttonheads-Complete Partial Uncoated

%Anchorhead

-Complete Partial Uncoated

%Shims -Complete Partial Uncoated

%Bearing Plate -* Complete Partial :_ Uncoated 1n Limited withinthe inside diameter of the grease cap,(8,6) Unusual Conditions:

dOA...(8,7) Grease Color Match: i9.Yes 0 No Grease Color:.ael 51Comments:

A _ __OM!L,,(8.8) Quantity of Samples 2... Quart Samples Identified per Step 8.8.1? ( Yes I] NoLocation of. C A.H. 0- B.P. [9 Shims [2.Cap El DuctRemoval(8.9) Qty. of Grease lost during removal of cap: ,,__ g__.(8.9.1) Grease: from cap to be reused? [] Yes [O No 0ly. of Grease removed from cap: 3 gal(9.6) Qty. of Grease removed from anchorage:

p, gal.(9.7) Damage during cap removal or anchorage cleaning?

[l Yes [4 No Describe:

AIoM_-(10.3) Method of Tendon Protection:

-.4A tul 4CrAR A CMW a,4 1 A..'(10.4) Amount of Grease Loss from Tendon duct: gal.(10.5) Total quantity of lost grease (below);8 + ,9 + (8.9.1) + (9.6),_..+

(10.4) £ = TOTAL(11.1.2)

Document TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENT.

M Yes17 NoQC Reviewed:

ILevel;Date:13 SO.:6&0 TMI. 13 .1 STopical Report 213 Attachment 2 Page 88 of 1008 REP-1098-510 Appendix A, Page 48 of 348Project:

TMI 40: YEAR TENDON SURVEILLANCE UNIT i(.7 .3 ) T e n d o n N o .: D 2 -L , T e nd o n E n d : C__ "_ ...._,_ _] S ho p 1 J F ie ldGrease Cap Removal(7.8) Date Removal Started:

,5- 2W5z i(7.7): Dry Ice Used onGrease Cap andlor Anchorage

[I Yes l No(7.8) Temp; of Concrete:

' ThermometerNo.:

Re-Cal Date: /Ozq3Ambient Temp.: "1 OF ThermometerNo.:

PX.1 -- Re-Cal: Date:. jp ,2'V -/ '(8.4) Anchorhead I.D.: L,4 Anchorhead Verification:

W Match C1 No-Match(8:5) Grease CoatingGrease Cap -Complete V Partial Uncoated

%Buttonheads

-Complete Partial!

Uncoated

_ __Anchorhead

-Complete Partial Uncoated

%Shims -Complete Partial Uncoated

%Bearing Plate -l ) Complete Partial Uncoated

%(1) Limited within the inside diameter of the greasemcap.

• (816) Unusual Conditions: (8.7) Grease Color Match: Ol No Grease Color. Ald,Comments:

A"ov,(8.8) Quantity of Samples Quart Samples identified per Step 8.8.1? 7 J Yes, [3 NoLocation of [ A.H. [I B.P. CtShims Vs Cap El Duct=RemovalI(8.9) Qty, of Grease lost during removal'of cap: ,. " gal.(8.9.1) Greasefrom capto be reused? [] Yes [ No Qty, of Grease removed from cap: 3,*25gal.

(9.6) Qty; of Grease removed from anchorage:

O,ZS- gal.(9.7).Damage during cap removal or anchorage cleaning?

0] Yes 0 No Describe:

(103) Method of TendonProtection:

A ,'d ,-J 11I.A 4 9A, S ,/A (10.4) Amount of Grease Loss from Tendon duct: "gal.(10.5) Total quantity of lost grease (below):.8 _ (8:9). ._ __ (8 9.,1) 3 + (9.6) 0 .25 + (10.4) ,_ _ = 4. -0 TO TAL(11.1.2)

Document TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENT.

4 Yes [3 NoQC Reviewed:

P a-Level: Date::I13 SQ8.0 ML 1 IS113 SQ 6.0 IMI. 13 lSI:Topical Report 213 Attachment 2 Page 89 of 1008 REP-1 098-510 Appendix A, Page 49 of 348Project:

TMI 40T" YEAR TENDON SURVEILLANCE UNI. 1(8.1) Tendon No,.: 2:2 S Tendon End: Ld/43.- El Field(9.5.1) DURING REMOVAL OF GREASE CAPWater Detected:

E] Yes J4No Quantity:

0 Sample Taken: E] Yes C] No I( N/AMoisture

==

Description:==

[I Observable Moisture Sl Significant Moisture

[M,,Not Applicable Comments:..

...a(9.6.1) INSIDE GREASE CAPWater Detected:

[I Yes No Quantity:

6 Sample Taken: ] Yes E) No BN/AMoisture

==

Description:==

C] Observable Moisture

[I Significant Moisture

(] Not Applicable Comments:

(9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected:

E] Yes [(&No Quantity:

0 Sample Taken: El Yes E] No [a N/AMoisture

==

Description:==

0l Observable Moisture

[0 Significant Moisture

[] Not Applicable Comments:

Ale)(9.9.1) DURING DETENSIONING I/AWater Detected:

El Yes [E No Quantity:

Sample Taken: E-l Yes nl No El] N/AMoisture

==

Description:==

rl Observable Moisture El Significant Moisture El Not Applicable Comments:

(11.1) NOTIFICATION i\I/AExelon Notified:

El Yes Individual Name: Date:SAMPLE IDENTIFICATION AND STORAGE /A(12.2) Samples adequately identified:

El Yes(12.3) Samples stored at:i C

...... Level: _ _-, ,Date:. /0, -f2QC Reviewed:.

Level: ,1Date: /14 SQ 6.1,TMI-13 151Topical Report 213 Attachment 2 Page 90 of 1008 REP-1098-510 Appendix A, Page 50 of 348Project:

TM1 406 YEAR TENDON SURVEILLANCE mf; UNIT I(8.1) Tendon No.: .1 22- Tendon End: £ i " E Shop 10 Field(9.5.1) DURING REMOVAL OF GREASE CAP,Water Detected:

0 Yes '8 No Quantity:

O Sample.Taken:

I-.Yes U No I N/AMoisture

==

Description:==

E] Observable Moisture C0 Significant Moisture IJ. Not Applicable Comments:

A,4 .(9,6.1) INSIDE GREASE CAPWater Detected:

U Yes [ No Quantity:

d Sample Taken: U-Yes "]No ;. NIAMoisture

==

Description:==

U Observable Moisture Ul Significant Moisture El Not Applicable, Comments:

A192,11,(9.7.1),AROUND TENDON ANCHORAGE.

COMPONENTS Water Detected:

E] Yes {0 No Quantity:

0 Sample Taken: Q Yes E] No. I N/AMoisture

==

Description:==

E] Observable Moisture

.Significant Moisture I1I Not Applicable Comments:

N/BA/,(9.9.1) DURING DETENSIONING F/.Water Detected:

[] Yes U] No Quantity:

Sample Taken: U .Yes E] No [I N/AMoisture

==

Description:==

U Observable Moisture U Significant Moisture-U Not Applicable Comments:

(11.1)NOTIFICATION Exelon Notified:

.- Yes Individual Name:. Date:SAMPLE IDENTIFICATION AND STORAGE N/A(12.2) Samples adequately identified:

D Yes(12.3) Samples stored at:j ayii .__ _ 1 -5 1QC Reviewed:

(ILevel: E Date: / o// f214 SQ 6. 1..TMI. 13.1SrTopical Report 213 Attachment 2 Page 91 of 1008 REP-1098-510 Appendix A, Page 51 of 348N1091 PSC PROCEDURE SQ 7.1INSPECTION DOCUMENTATION DATA SHEET 7.109103113Page. 1 of IRevision 0IProject:

TMI -40'"YEAR TENDON SURVEILLANCE Tendon No.: b 22 5 Tendon EndiBullress No.:.Anchorage ID.: 1 157 Adaptor ID: Y -.... ... .. ..... ...2.EQUIPMENT MICROMETER WIRE SHIMSThread Mid ID Recal Date ID No. Recal Date ID No. Recal DateExAMajor "5-3 27-14Ext.Pitch ..3 2.7-14 -A. 5,4>q-r s u. 9' i /Dz,9-.IExt.Minor_ SC 3 2 A4 j 01I13 6MCý6Mnt. NA iNAMajor- N/Int.MinorNA N/AMEASUREMENTS THREAD Wire Wire Shim AverageThread Read 3w 6 9 Average Constant Diameter Size DiameterExt. 1 N/AI / ' Ext. 1Major 2. NA NAExt, I _ _Int. 1I / N/A N/AMinor 2. N/A N/A N/AInt. Go Gauge ID: N/A Recal Date: N/A Result: NIAPitch No-Go Gauge N/A Recal Date: NIA Result: N/AID:0Notes:(1) External Pitcn uDiameter

= [Average]

-(Wire uonstanq

-(Snim Size](2) External Minor Diameter

= (Average)

-[2 X WireDiameter].-

(Shim Size]DISPOSITION I Trial 1 1 Trial 2I TrialS 3 Trial 4 1Adaptor Mark K 2.Min. Minor Diameter from Adaptor Tabl 7 e.Acceptable?

(Yes or No) .QC Signoff:QC Reviewed:

Level;. Date:Level: .Date: /, -VIaIW17 SO 7.1 TMi 13 IS]Topical Report 213 Attachment 2 Page 92 of 1008 REP-1098-510 Appendix A, Page 52 of 348~~4AOE,N 1091 PSC PROCEDURE SQ 7.1INSPECTION DOCUMENTATION.

DATA SHEET 7.109103/13Page 1 of 1* Revision 0ProjectTMI -40"' YEAR TENDON SURVEILLANCE TMI -4& YEAR TENDON SURVEILLANCE Tendon No.:Tendon End/Buttress No.:/Anchorage ID,:04 _ ...Adaptor ID:EQUIPMENT MICROMETER:

WIRE ' SHIMSThread MIc ID Recal Date ID No. Recal Date ID :No. Recal DateMajOr* ) ,' .2. 'Ext.Pitch -2.7'- Al 46 .21'~f -j. iO23Minor &c.- 52 .77 14 'c /t)Z ..j IL) ,Int.MaorN/A N/AInt.-Minor N/A; N/AMEASUREMENTS' THREAD Wire Wire Shim AverageThread Read 3rd 61. 9 Average Constant Diameter Size DiameterExt. 1 q.3 5,9.7Major 2 %237T .3w 3-71'-Mitch (2) 2 a4bEExt. 1 5 ~Int. 1 N/A N/A N/Amajor 2 N/A L\&ýNj N IA ' ,'Int. 1 NIA .NIA NIA." 'Minor 2 N/A N/A NIAtnt. Go Gauge ID- NIA Recal Date: NIA Result: N/APitch No-Go Gauge N/A Recal Date: N/A Result: N/AID: "N : (1) External Pitch Diameter

= [Average]

-(Wire Constant]

-- [Shim Sizel(2) External Minor Diameter

=.:Averagej

-[2X Wire. Diameter]

-iShim Size]DISPOSITION OC SignoftQC.Reviewed:

17 SO 7A1 TML13 ISITopical Report 213 Attachment 2 Page 93 of 1008 REP-1098-510 Appendix A, Page 53 of 348N1091 PSC PROCEDURE SQ.8.0ANCHORAGE INSPECTION Data Sheet 8.OB09/03/13Page 1 of 14ý GRevision rProject:

TMI 2013 TENDON SURVEILLANCE

[UNIT 1(7.3)Tendon No.: Z)J Z 5. Tendon End: , ShopANCHORAGE INSPECTION CRITERIAAs-Found El Post De-Tensloning I Pre-Wire Removal 0l Post Re-Tensioning 0.0. Signoff9.0 & 10.0- CORROSION

& CRACK INSPECTION (9.2) Buttonheads Level: 01 (10.1) Cracks [I-Yes(t2 9,.NI [I N/A(9.2) Anchorhead Level: (10.1) Cracks 0l Yestz ) VNo Cl N/A(9.2) Bushing.

Level:. 0 (10.1) Cracks C' Yes(2) iN,.o ElNIA(9.2)Shims.

Level: (I) (10.1) Cracks C-'lYes~t2r NIA(9.2) Bearing Plate Level:. (10.1) Cracks [I Yes.( NI'o [I N/A-Corrosion Level of C requires a NCR.2t)- Compose a sketch of the cracks on Sketch Sheet 8.0 and initiate a NCR.44 -IITAMU~flIM Ocftfr* Offsize (Malformed)

Protrudinglunseated W wire/buttonheads 0 Broken/missing wire/buttonheads

( Previously identified as missingf'] Discontinuous-removed thissurveillance wire(s) being. removed during this_ surveillance for testingLIIIIZ/0010(112) Anchorhead I.D. "M_ _Located on Sketch: [& Yes [I NoBushing I,D. 11 ,,Located on Sketch: 54.Yes 0l No(11.4) Missing Buttonheads Found:El Yes nl No Quantity:

Additional Information:

7,iv..0 0000000/000000000 o000000000000 0o0000000000o0 000000000000 ooo000000000000

.000000000000 0000000000000

)0000.O04000000 000000000000

) 00000000 0000000OO0 00O,,0000000QO/-

\. ooo~o~ooo c, o/-iiI I f I j I(12.2) Number of Protruding Buttonheads (w): (8.3) Illumination source;(12.3) Number of Missing Buttonheads (0, ): V(12.4) Total of Protruding.

+ Missing Buttonheads:

0 (12.6) Continuity Test Requested

? Cl Yes [ZNo(12.5) Total # of Effective Buttonheads Seated: Wires Identified?j.fts E] No(12.7). Overall Results ,J Acceptable D[ Un-Acceptable Customer Notified NCR#: A ZaQC Reviewed:

(IiY 4~A~-LeveIkDate:II8 SQ 8.0.TMI.

13 ISI0Topical Report 213 Attachment 2 Page 94 of 1008 REP-1098-510 Appendix A, Page 54 of 348Project:

TMI 2013 TENDON SURVEILLANCE

.UNIT I(7.3)Tendon No.,: 1)22 Tendon.End:!

ShopANCHORAGE INSPECTION'CRITERIA

0. As-Found C0 Post De-Tensioning I Pro-Wire Removal El Post Re-Tensioning; 9.0 & 10.0 -CORROSION

& CRACK INSPECTION (9.2) Buttonheads Level: 0) (10.1) Cracks [I Yesa ') II[R o E- N/A.(9;2) Anchorhead Level: A (10.1) Cracks ] Ye .85t2) ( N/A(9.2) Bushing Level: 1(0.1) Cracks DYes(2) Ia-1ri [.N/A(9:2) Shims Level: (10.1) Cracks Q]Yes12)

[¶ --lNIA(9.2) BeaHng Plate *Level: ..(10,1) Cracks C1 Yes(= ( N2)o 0 N/A(i -Corrosion Level'of C requiresa NCR; 2)- Compose a sketch of the cracks on Sketch Sheet 8.0 and initiate a NCR.44 A -_ IT'rtlllAt IkOILd-'Tarlt I Offslze (Malformed)

Protruding/unseated wire/buttonheads 0 Broken/missing wireibutlonheads.

Previously identified as missingm,.--.------4 Discontinuous

-removed thissurveillance wire(v) being removed during thisS1sureillance for testing,46FYrZupe

'A,o00000000000

/ozoooooooo lS00000000000000

\0 0 0 0 0 00 0.o 0 00 ()0000000000.0000

\0000000000000 0,,o co o o.'0 .,o0o00 70.1.000000000000/

P\000000000010,

\ 00000000/> ")(11.2) Anchorhead L.D.Located on Sketch- Yes [I NoBushing I.D. 7Located on Sketch:.

fYes [.No.(11.4) Missing Buttonheads Found:Dl Yes C1 No Quantity:

Additional Information:

2, za I.. -V-p SEmesE'o $jI(12.2) Number of Protruding Buttonheads (w)'. (83) illumination source ._# .LI. (12.3) Number of Missing Buttonheads (0, a): ,___(12.4) Total of Protruding

+ Missing Bultonheads:

__ _ (12.6) Continuity Test Requested?

El Yes El NoS(12.5) Total # of Effective Buttonheads Seated: ( Wires Identified?

eYs 0- No,(12.7).

Overall Results PgAcceptabfe El Un-Acceptable Customer Notified.NCR#:

A,,QC Reviewed:

Level:Date::I0" -q -/ 3I... .... .. ..._18 SO 8,0.TMI.1 3 ISITopical Report 213 Attachment 2 Page 95 of 1008 REP-1098-510 Appendix A, Page 55 of 348N1091 PSC PROCEDURE SQ 8,0ANCHORAGE INSPECTION Data Sheet 8.0APRECISION ANCEP 09103/13~Page I of IRevision 0Project:

TMI 2013 TENDON SURVEILLANCE UNIT 1(7.3)Tendon No.: 2 2 Tendon End: , /FieldANCHORAGE INSPECTION CRITERIAXI. As-Found 0: Post De-Tensioning./IPre-Wire Removal 0 Post Re-Tensioning Q.C. Signoff9.0 & 10.0 -CORRO.SION

&CRACK INSPECTION (9.2) Buttonheads Level: A (1) (10.1) Cracks E" Yesl= 53No 0- N/A(9.2) Anchorhead Level: A "1 (10-1) Cracks. 0 Yes=("1 (Z.p. 0 N/A(9.2) Shims Level: (10.1) Cracks [] Yes (2) (No C1 N/A(9.2) Bearing Plate Level: (10.1) Cracks [] Yes (2 No 0I N/A("-Corrosion Level of C requires a NCR. (2) Compose a sketch of the cracks on Sketch Sheet 8.0 and initiate a NCR.11.0 -BUTTONIHEAD INSPECTIOP b Offsize (Malformed)

Protruding/unseated" w wire/buttonheads 0 Broken/missing wire/buttonheads/

00000000* Previously identified as missing 0 0 00 000 000000000000

_ Discontinuous

-removed this 00. 00000000(O surveillance.

0000000000000 wire(s) removed during this 000. 0 0 000000* surveillance for testing O O 0 0000000c)O cD0000000o0.00000 (11.2) Anchorhead I.D. (X4 00000000000000 0000000000000 Located on Sketch: [&Yes ElNo 000000000000 (11.4) Missing Buttonheads Found: 000 0 0 0 0 0000, O.O000 0000Yeas [No Quantity:,(

it 0000000Additional Information:

!uki S4Aekk4.

-/,7/ f2 ,-2 .(12.2) Number of Protruding Buttonheads Q (8.3) Illumination source exi. l" ____(12.3) Number of Missing Buttonheads (0,): :(12.4) Total of Protruding

+ Missing Buttonheads:

19 (12.6) Continuity Test Requested?

0] Yes 0 No(12.5) Total # of Effective Butlonheads Seated:.

, .Wres ldentified?A f s 0 No(12.7) Overall Results K.Acceptable E] Un-Acceptable Customer Notified NCR.:GO Reviewed:

DLevel:.

Date:izi.. _ __,o30j18,S0 8.O.TMI.13 ISITopical Report 213 Attachment 2 Page 96 of 1008 REP-1098-510 Appendix A, Page 56 of 348Project; TMI 2013 TENDON SURVEILLANCE 2UNIT 1(7.3)Tendon No.: 1 ) ... Tendon End: 01ReidANCHORAGE INSPECTION CRITERIA1 As-Found 0 Post De-Tensioning I Pre-Wire Removal C] Post Re-Tensioning Q.C. Signoff9.0 & 10.0 -CORROSION

& CRACK INSPECTION (9.2) Buttonheads Level: (10.1) Cracks 0 Yes ( i 112 NIA,(9.2) Anchorhead Level: (10.1) Cracks O[Yes (4 1 5M [1 NIA(9.2) Shims Level:. IL (10,1) Cracks C1- Yes {(2) N 1 NIA(9:2).:Bearng Plate Level, (:10.1) Cracks ["Yes (2 1o ENA ON/.A3(1 Corrosion Level of.C requires a NCR. t2)Compose:asketO of the ciacks on SketchSheet 8.0 and.initUate aNCR.41 fl -RIiTTflNW~Afl IN~WFflTIANI Offsize (Malformed)'

Protrudinglunseated Swire/buttonheads 0 Brokenlmissing wireibuttonheads ASv--iPreviously identified as missingDiscontinuous

-removed thissurveillance.

wire(s) removed during thissurveillance for testing0000000000000000000:00000000 0000000000.000 0 0 0.00o0000,00000

0.0. 0000000000

00000000000000.

0000000000000 00000000000000 0000000000000 000000000000 00000000000 00000000:

0000000(12) Anchorhead I.D.Located on. Sketch: 0 Yes E1 No(11.4) Missing Buttonheads Found:E1 Yes l No QuantityAdditional Information:

4kL. ,4,,,t ..L4. --4.-" h -..(12.2) Number of Protruding Buttonheads (w): 0 (8.3) Illumination source

• _______(12:3) Number of Mlssing:Buttonheads:(0,

, __:(12.4) Total of Protruding

+ Missing Buttonheads:

ID (12.6) Continuity Test Requested?

[I Yes 5g No(12.5)Total

1. of Effective Buttonheads Seated: Wires I dentifted?

AYes 112 No(12:7) Overall Results 4Acceptable

.0 Un-AcceptAble Customer Notified NCR#: /lr/;OC Reviewedn:

Level:.Date:/0Ov18 SO 8.O.TMI13 ISITopical Report 213 Attachment 2 Page 97 of 1008 REP-1098-510 Appendix A, Page 57 of 34811091 PSC PROCEDURE SQ 8.3BEARING PLATE INSPECTION DATA SHEET SQ 8.309103113'

.,r0PMRECI$NU1E r LANCe Page I of IRevision 0Project:

TMI 2013 TENDON SURVEILLANCE

UNIT ITendon No.. P Z25 Tendon End: .. cShop -l Field(74) Bearing Plate Identification

1. 1. Orient the bearing plate with the sketch below.2. Locate the bearing plate identification and document the location on: the sketch,3. Sketch all cracks, including otherdefects, existing on the concrete in the area surrounding the tendon anchorage for a distance of24 inches from the edge of the bearing plate.4. For cracks equal to or wider than 0.010 Inches, document condition on an Nonconformance Report in accordance withProcedure QA 9.0, NONCONFORMANCES, for Exelon a proval.qt ~, shr#.Akhy_

crAd(-On Hoop and dome this edge isup.Vertical Tendon, Ihisis toward theicenter of the containment.0 Auxiliary Light Source usoed4 C] Yes[( No:(7.3) Illumination source: a_* 0CIC.(7.5). Cracks > 0.010' ] Yes ,No Quantity:

-Max. Width: Max Length: NCR#:+QC inspector:

~ ~ II. ~Level: gr-Date:JC Reviewed:

4+.._ +.QI. Level: D Date':19 SO 8.3 TM)t.13ISI Topical Report 213 Attachment 2 Page 98 of 1008 REP-1 098-510 Appendix A, Page 58 of 348Project:

TMI 2013 TENDON SURVEILLANCE

.UNIT ITendon No.: Tendon End:, h -.Shop j Field(7.4) Bearing Plate Identification

1. .AAI__ 4 / !-411'. Orient the bearing plate with the sketch below..2. Locate the bearing plate identification and document the. location on the sketch;.3. Sketch all cracks, including other defects, existing on the concrete in the area surrounding the tendon anchorage for a distance of24 inches from the edge of the bearing plate.4. For cracks equal to or wider than 0.010 inches, document condition on an Nonconformance Report in accordance with.Procedure QA 9.0. NONCONFORMANCES.

for Exelon approval.

rNirOn Hoop and dome this edge isup.Vertical Tendon. this Is toward thecenter of the containment.

IclA.,o,,

e ,All ýý55i .A 016PAuxiliary Light Source used: C] Yes I No(7.3) Illumination source: aC-, ll _ _0_ _(7.5 Crcks~. .01 1 Yes 10 No Quantity:

o Max. Width: /A.MxentNR:

QC Inspector:

kI_ .e-ALevel:D a te : / 0 4 5 -w -0 _JC Reviewed:

fjp-4-Level:Date:/1 /39 3_t9 SO 8.3 TM.13 1SITopical Report 213 Attachment 2 Page 99 of 1008 REP-1098-510 Appendix A, Page 59 of 348N1091 PSC PROCEDURE SQ 9.0:MONITOR TENDON FORCEp s-2 DATA SHEET 9.0,,,- 09/03/13E Page 1 of 1I c Revision 0Project:

TMI 40TH YEAR TENDON SURVEILLANCE R Unit I(7)Tendon.No.=

-TendonEnd';

..__5__.__ho__

~& 4. w.fshop El FieldLIFT-OFF INSPECTION CRITERIA Q.C. Signoff(9.3) Temp. of Concrete:

'" F Thermometer No.: .:Sr i0 Recal Date: b- 2'?-/13Ambient Temp.: 53 OF Thermometer No.: pK jo Recal Date: A ,.q1 10 .9.14(9.4) Anchorhead and Stressing Adapter Threads:

1] Acceptable

[3 Unacceptable (9.5) Number of Effective Wires: I_ _ _(9.6) Anchorhead and Stressing Adapter Engagement/Alignment:

0 Acceptable El Unacceptable tJ, -I(9.7) RAM ID: .405 Recel Date: end of job RAM Area: ?31.-141 K= -241Gauge ID: C(3 .Recal Date: bA; Daily Check: .(9.8) Shim StacK Height: #1 74, In. #2 7,4,. in.. Ruler ID:-R. Recal Date: /I-.q/13individual Shims: Stack #1: 2I2,, , I../ in. Stack#2-202._11I0;/X.

in. AX424,4,l1 (9.9) Lift-off Overstress Force (LOSF): 1 9. kips Pressure:

6B,7,7( psa(9.10) PF:. kips, 95% PF:. /66% kips 90% PF: 9-, kips p*(9.11.5).As-Found Lift-Off (9,11.113)

Circled ValuesStack#1;

1) In psi Stack#2:

1) psi 1) .p2) ~?D psi 2) 4701Psi 2) 0?,40 psi3) psi 3) psi 3) //7 #0 psi(9.11.13)

End Average Force (this end): kips Average:

474O psi _,_____,__

(9.11.14)

End Avg. Force (other end): k (9.11.15)

Average Lifloff (ALV) 1/iOL. #kips(9.11.16)

Liftoff (ALV) Acceptance Criteria;:

a) N Acceptable

-ALV is ;95% PF.b) El Adjacent Tendons to be stressed

-ALV is < 95%PF but _ 90%PF. Documenton a'NCR.c) C3 Unacceptable

-ALV is< 900/oPF. Document On a NCR. "NCR Required 0l Yes RNo Customer Notified NCR No.:(9.11.17)

Adjacent Tendon Lifl-Orff (Not: Use a separate Data Sheet 9.0 to document Liftoff 1orces.)/

Adi Tendon: C___ Acceptable

-ALV > 95% of PF, The original scope tendon SHALL bea) This Tendon: _ restored to within .-0/+6% of PF, butin no case, no greater than 0.70 GUT aAdj Tendon: _ determined for the number of effective wires. NEXELON Notified:

ElYes E] No Name/Date:

b). Adj Tendon: .. El Unacceptable

-ALV < 95% of PF for either tendon. Document theb) Adj Tendon: ... .on a NCR.Customer Notified NCR No.:Adj endo: ______ LIUacpal L. 0 fP o.Dcmn h odtoAdl Tendon. C-] Unacceptable

-ALV < 90% ofpOF for either tendon. Document the " i ..-condition/

c) _ Adj Tendon: on a NCR,Customer Notified NCR No.: Mau____oC Reviewed:

( Level: -Date:./1 0 /321 SO 9.OTM1.13 ISIlTopicalReport 213 Attachment 2 Page 100 of 1008 REP-1 098-510 Appendix A, Page 60 of 348Project:

TMI 40TH YEAR TENDON SURVEILLANCE

.0 UnIt 1(7.6)Tbridon No.: Tendon End: [!__._-___

Shop : FieldLIFT-OFF INSPECTION CRITERIA

..C. Signoff(9.3) Temp. Of Concrete:

10 oF Thermometer No.: .,.. Recal Date:* .i!:L.3,..-..

Ambient Temp.: 7 -F. Thermometer No.:. /: b,. RecalDate:

,D.g.- .1 A(9.4) Anchorhead and Stressing Adapter Threads:

O Acceptable

[f Unacceptable:

(9.5) Number of Effective Wires;: 1/0(9.6) Anchorhead and Stressing Adapter Engagement/Alignment:

9 Acceptable 0l Unacceptable L(9.7) RAM ID: Recal Date: end ofJob RAM Area: =K= -D.7Gauge ID: i Recal Date:h_4 Daily Check: 4(9.8) ShIm.Stack Height: #1 4,1 in. #2 41. -1 in. Ruler ID:- Recal Date:Individual Shims:. Stack #1: 2.2 /a V' in. Stack #2: .2.., " .in. 4LWASA(9.9) LiftW0ff.Overstress Force (LOSF):.

kips Pressure:

13 .(9.10) PF: kips 95% PF: j ,i kips 90%.PF: kips* 6Ir. psi Psi 44111 .b3 psi: R I-(9.11.5).

As-Found Lift-Off (9.11.13)

Circled ValuesStack #1: 1) psi Stack 42: 1) psi 1) 479o psi2) 47t0 psi 2) L .ý -psi 2) 4_71j-..3) _ R-0 psif 3) psi 3) ' 19V psi.(9,.11 13) End Average Force (this end): 1i. 1 .3 i" Average:

, psi(9. 11.14) End Avg. Force (other end):. /6 (9.11. 15) Average.

Liftoff (ALV) , / kips(9.11.16)

Liftoff (ALV) Acceptance Criteria:

a) 1 Acceptable

-ALV is >:95% PF.b) fl Adjacent Tendons to be stressed

-ALV is 95%PF but > 90%PF_ Document on a NCR".c) l Unacceptable-ALV is < 90%PF. Document on a NCR.NCR. Required El Yes 0 No Customer Notified NCR No.:. .q ..(9,11.1 7) Adiacent Tendon Lift-Offs.

(NoM: Use a separate Data:Sheeaf90 to document Liftoff ..Adj Tendons E] Acceptable

-ALV > 95% of PF, The original scope tendon SHALL ba) This Tendon::

restored to within -0V+6% of PF, butin no case, no greater tha 0 ORO TS.asAdj Tendon::

determined for.the number of effective wires..EXELON Notified:

El Yes El No Name/Date:

//'.b) F Adj Tendon.:

_____onEl Unacceptable cALV < 95% of PF for. either tendon. Document the con itlonI **Customer Notified NCR No.: I\11Ac) r'.Adj Tendon: CE Unacceptable

-ALV <.90% of PF for either tendon. Document the cond'tion L Adj Tendon: on a NCR. A,Customer Notified NCR No.: Ae&z26L /&~7QC Reviewed:

Level: , 212 Date: 51____21 SO 9.0 TMt13 ISta1Topical Report 213 Attachment 2 Page 101 of 1008 REP-1098-510 Appendix A, Page 61 of 348Project:

TMI40TH YEAR TENDON SURVEILLANCE Tendon No.: Tendon End: 4%,W &Shop 0 FieldANCHORAGE INSPECTION CRITERIABEARING PLATE SURFACE PROPERLY PREPARED:

GREASE CAP SURFACE PROPERLY PREPARED:

GASKET MATING SURFACE PROPERLY PREPARED:

STUD/BOLT HOLES PROPERLY PREPARED:

FOREIGN MATERIAL EXCLUSION CONTROLLED:

31YES(INOEl NOElNoEl NoEl NO0COMMENTS

,CREW FOREMAN SIGNOFF , Date: ________QC Reviewed:

4Z#/ .- Level'. Date: 10- .,- '330 SQ 12.0TMI.

13 ISITopical Report 213 Attachment 2 Page 102 of 1008 REP-1098-510 Appendix A, Page 62 of 348p,,,,N1091 PSC PROCEDURE SQ 12.0REPLACE GREASE CAPData Sheet 12.009/03113Page 1 of 1Revision 0Project:

TMI 40e YEAR TENDON SURVEILLANCE Tendon No.: fl. Tendon End: [J Shop [&FieldANCHORAGE INSPECTION CRITERIABEARING PLATE SURFACE PROPERLY PREPARED:

GREASE CAP SURFACE PROPERLY PREPARED:

GASKET MATING SURFACE PROPERLY PREPARED:

STUD/BOLT HOLES PROPERLY PREPARED:

FOREIGN MATERIAL EXCLUSION CONTROLLED:

ý YESEl NOC3 NO£JNOONOEl NOCOMMENTS il _CREW FOREMAN SIGNOFF ~Date:P a-143D1(QC Reviewed:

Level: 72Date: / o//30 SQ1 2.0 TMI. 13 ISI.Topical Report 213 Attachment 2 Page 103 of 1008 REP-1098-510 Appendix A, Page 63 of 348N1091 PSC PROCEDURE SQ 12.1GREASE REPLACEMENT Data Sheet 12.1b -Hand Pumping09/03/113 Page 1 of IRevision rProject:

TMI 40&"YEAR TENDON SURVEILLANCE Tendon No.: b2."GREASE REPLACEMENT QC SIGNOFFS(8.4) Grease Used NEW [I OLD TEST DATE: 0 ACCEPTABLE

[] APPROVAL LETTER8.0 PREREQUISITES DATED:(8.5) Total Grease Loss from Data Sheet 8.0 for tendon end:(8.8) Total Grease Loss from Data Sheet 6.0 for tendon end: ,. gal. ,!(8,7) Estimated grease losses from leaks for. ke tendon end: gal.(8.6) Estimated grease losses from leaks for tendon end:

• gal. , ,I(8.9) TOTAL Tendon Grease Loss: 1110 POURING AND HAND PUMPING -FIRST END(1 3.6) Ambient Temp.: 4J, OF(13.7) Grease Temp,;e 7?"F(13.9) LI Uta Grease Height (a)(13.14) Total amount of Grease added:(13.16) Quantity of Waste Grease:(13.17) Total Grease Replaced this enThermometeri6:

RecaiDate:

/3-Zq-/3Thermometer ID: jj,,. Recal Date; ::2." in. (13.12) FInal Grease Height (b) "t in.5, _S, gal. (a- b) x I77 into the endgal. (13.15) UýPoured

[I Hand Pumpedd: ga.3 l.ag 1-b13.0 HAND PUMPING -SECOND END(13.6) Ambient Temp.' O, °F Thermometer ID:; 4 Recal Date:(13.7) Grease Temp.: OF Thermometer ID: PKioii Recal Date:(13.9) LItial Grease Height (a). in. (13.12) fI-lq Grease Height (b) jJ in.(13.14) Total amount of Grease added: 4 gal. (a-b)x 1.7; into the end(13.16) Quantity of Waste Grease: O gal. (13.15) -4Poti'ed Hand Pumped(13.17).

Total Grease Replaced this end: 4, PJ< gal. i,,.l14.0 CALCULATION OF PRESSURE PUMPING(14.1) Total Tendon Grease Replaced:

^,. q gal. (13.17 + 13.17)(14.2) NetTendon Duct Grease Volume: t7# gal. RefeatoSO 172- GREA.evaLwt..fortheTerdoNeNIOutDudfuf (14.3) Percent Difference:

Total Tendon Replaced (14,1) -Total Tendon Loss (8.9) x 100 = 4qq .% Difference Not Tendon Duct Grease Volume (14.2)(14.4) Grease Leaks: DI Yes No IN.(14.5) Refill Acceptable:.

RYes fIessiThanto)

C] No (greateirthani.om i I1-lrIf No -Customer Notified NCR No.; /pie-A.(14;6) Comments:

wQG Reviewed:

V 6L (~-'~-.~Level: ---_Date: ,,/0 h 0I31 $Q 12.1 TMI.13 IS,Topical Rep0rt 213 Attachment 2 Page 104 of 1008 REP-1 098-510 Appendix A, Page 64 of 348Project:

TMI 40AQ YEAR TENDON SURVEILLANCE

[ UNIT I(7.3)Tendon No.: -V Tendon End' M Shop [-]FieldGrease Cap Removal(7.6) Dale Removal Started:

La..j14_

Z- Q.C. Signoff(7.7) Dry Ice Used onGrease Cap andlor Anchorage r Yes IN No(7.8) Temp. of Concrete:

46 OF Thermometer No.;. Re-Cal Date: Ambient Temp.: .F Thermometer No.: PK.i 0J Re-Cal Date: .(8.4) Anchorhead I.D,.: Anchorhead Verification:

@9 Match (3 No-Match

,/A 4,(805) Grease CoatingGrease Cap -Complete Partial _Uncoated_%

Buttonheads

-Complete Partial Uncoated

%Anchorhead

-Complete Partial Uncoated

%,Shims -Complete Partial.

Uncoated

%Bearing Plate.-t1 Complete

___ Partial:

Uncoated

%. --Limited within the inside diameter of the greame cap.(8.6) Unusual Conditions:.

ALM.(8.7) Grease Color Match: 0 Yes { No Grease.Color.

o w/J A, Comments' A , o a" I4,ii(8.8) Quantity of Samples Quart Samples identified per Step 8.8.1? aYes El NoLocationof A.H. C1 B.P. 0] Shims J Cap [I Duct:Removal:

too t4. I(8.9) Qty. of Grease lost during removal of cap: / gal.(8.9.1) Grease from cap to be reused? ] Yes No Qty; of Grease removed from cap: 3,!5 gal. 0 6&6(1413(9.6) Qty. of Grease removed from anchorage:

6 ,gal.(9.7) Damage during-cap removal or anchorage cleaning?

[I Yes I& No Describe:

(10.3) Method of Tendon Protection-..

V,,O .1,(10.4) Amount of Grease Loss from Tendon duct: , o gal.(10.5) Total quantity of lost grease (below):(8.8) D6 ,+(8.9)L.Q,..

0__, (10.4) LL = ._ TOTAL(11.12) Document TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENT.

0 Yes C1 NooC Reviewed:

Level: Date:a013SO 6.0 TMI.13 ISITopical Report 213 Attachment 2 Page 105 of 1008 REP-1098-510 Appendix A, Page 65 of 348.100 RECIIONANCE N1091 PSC PROCEDURE SQ 6.0GREASE CAP REMOVALData Sheet 6.009/03/13Pagel of 1Revision P WProject:

TMI 40TH YEAR TENDON SURVEILLANCE I UNIT I(7.3) Tendon No.: _1 -23 1 Tendon End: S, I6 FieldGrease Cap Removal(7.6) Date Removal Started:

/0"/ 14. Z6 1j' Q.C. Signoff(7.7) Dry Ice Used o0n Grease Cap and/or Anchorage

-I Yes [O No(7.8)Temp.

of Concrete:

,7 'IF ThermometerNo.:

ST1I2 Re-Caltate:

Ambient Temp.: l7 OF Thermometer No,: n t Re-Cal Date: jr).;L3 D.6(8.4).Anchorhead 1.D.: 12 Anchorhead Verification:

5? Match: '] No-Match(8.5) Grease.Coating Grease Cap -Complete Partial Uncoated

%Buttonheads

-Complete Partial Uncoated

%Anchorhead

-Complete:

Partial Uncoated

%Shims -Complete fj/ Partial Uncoated

%Bearing Plate -( Complete Partial Uncoated

%V 5 -J4.S- Liited within the inside diameter of the grease cap.(8.6) Unusual Conditions:

WP/ma,,f A-13(8.7) Grease Color Match:. 0 Yes OQ No Grease Color. A&L h wd Comnts: IrDi. It(8.8) Quantity of Samples .Quart Samples identified per Step 8.8,1? (M Yes 0 NoLocation of [Z A.H. DI B.P. LM Shims 94 Cap 0 Duct 14-1,Removal a~ 4t_(8.9) Qty, of Grease lost during removal, of cap: 0, 5 gal.(8.9.1) Grease from cap to be reused? 0]Yes qNo Oty. of Grease removed from cap: 315 gal. U RO 4-1,(9.6) Cty. of Grease removed from anchorage:

0. 2- gal.(9,7) Damage during cap removal or anchorage cleaning?

0 Yes, KNo Describe:

,ogA/L. m io-'41*,(10.3) Method of Tendon Protection:

4,4JUA. .f e.s /o 11(10.4) Amount of Grease Loss from Tendon duct: 0) gal, A O(10.5) Total quantity of lost grease(below)-

(8.9) 0, + (8.9,1)1.+

(9.6) 5 + (.10.4) 0 116 TOTAL(11.1.2)

Document TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENT.

I] Yes [I No A 1 IiOC Reviewed:

('4 a.'K>Level:Date:10 / 3 () 1/) 1. 1ý I13 SQ8.60 TMI,13 ISI0Topical Report 213 Attachment 2 Page 106 of 1008W REP-1098-510 Appendix A, Page 66 of 348Project:

TMI 40TH YEAR TENDON SURVEILLANCE

.E UNIT 1(8.1) Tendon No.: .Tendon End: 4 I.l Shop E-]Field(9.5.1) DURING REMOVAL OF GREASE CAPWater Detected:

El Yes No. Quantity:

t Sample Taken: El Yes E] No 0 N/AMoisture

==

Description:==

El Observable Moisture El Significant Moisture fJNot Applicable Comments:

,A/vA,, .e ,O. i4i(9.6.1) INSIDE GREASE CAPWater Detected:

El Yes. (3 No Quantity:

o Sample Taken: C1 Yes El No OQ N/AMoisture

==

Description:==

El Observable Moisture E) Significant Moisture Not Applicable Comments:

We , .,o.,4-t.(9,7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detectadtr1-1 Ye s NM N o liintituk Tnden- 1 Vc. r-l MK1. A KIIAMoisture

==

Description:==

.

.Observable MoistureComments:

14//A1it, & ,-El Significant*Moisture*

t] Not Applicable (9,9:1) DURING DETENSIONING Water Detected:

El Yes JXNo Quantity:

C Sample Taken: El Yes [E No. N/AMoisture

==

Description:==

E] Observable Moisture El Significant Moisture.

(aNot Applicable Comments:

A/nAI. hle. 10,f.IA(11.1) NOTIFICATION Exelon Notified:

El Yes Individual Name: Date:SAMPLE IDENTIFICATION AND STORAGE Nj/V(122) Samples adequately identified:

Li Yes(12.3) Samples stored at:QC. Signoff:

..14P. A 'ai IP 01,,Level: rLevel: ______Date: 10"/A" [K Date: 3I QC Reviewed:

14 SQ 6.1.TMI.13 ISI1Topical Report 213 Attachment 2 Page 107 of 1008 REP-1098-510 Appendix A, Page 67 of 348N1091 PSC PROCEDURE SQ 6.1INSPECT FOR WATERData Sheet 6.11 PRECISION, ANCEP 09103113Page i of1Revision 0Project:

TMI 40Te YEAR TENDON SURVEILLANCE UNIT1(8.1) Tendon No.: "Tendon End: $ ,, .IjFild.(9.5.1) DURING REMOVAL.OF GREASE CAPWater Detected:

[] Yes QNo Quantity:

-Sample Taken: El Yes [I No 1 NiAMoisture

==

Description:==

0I Observable Moisture

[] Significant Moisture KNot Applicable Comments:

.,,,e#' ,(9.8.1) INSIDE GREASE CAPWater Detected:

C1 Yes ZI No Quantity:.

( Sample Taken: El Yes [j No Moisture

==

Description:==

El Observable Moisture El Significant Moisture

[kNot Applicable:

Comments:

Ali) NO-. ,. -....(9,7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected:.

[I Yes K.No Quantity:

0 Sample Taken: 0 Yes LI No P N/AMoisture

==

Description:==

.E] Observable Moisture El Significant Moisture

[SNot Applicable Comments:

./og h',e ,O/ 4-t3(9.9.1) DURING DETENSIONING Water Detected:

LI Yes [] No :Quantity:

Q Sample Taken: Li Yes El No , N/AMoisture

==

Description:==

El Observable Moisture El Significant Moisture jRNot Applicable Comments:

Moel A 1- .- 1"?5(11.1) NOTIFICATION A 7Exelon Notified:

0l Yes Individual Name: Date:SAMPLE IDENTIFICATION AND STORAGE(12.2) Samples adequately identified:

El Ye(12.3) Samples stored at:QCSignoff:

_ -Level: .Date: /___46,-_

QC Reviewed.

Level: _Date: /O34,o00.J14 SO 61.irM1.13 ISITopical Report 213 Attachment 2 Page 108 of 1008 REP-1098-510 Appendix A, Page 68 of 348j p5'"oePRECIS ON .ANCEV, 1N1091 PSC PROCEDURE SQ 7.1INSPECTION DOCUMENTATION DATA SHEET 7.109/03/13Page 1 of IRevision 0Project:

TITendon No.:AnchorageiD.:,

MI -40 YEAR TENDON SURVEILLANCE h -231Tendon End/Buttress No.:.kvS5¶ /A D &AJU. -.l_________

.Adaptor.ID:

EQUIPMENT MICROMETER WIRE SHIMSThread Mic ID Recal Date IDNo. Recal Date ID No, Recal DateExt.""'Ext.Pitch 5 'Z. 2-7-14 P4A 10,11 5L4g 9.1iExt.Minor -~2 7 4j jjIInt.ml..N/A N/AMinorNAN/

MEASUREMENTS THREAD .Wire Wire Shim AverageThread Read 3r .. 91h Average Constant Diameter Size DiameterExt. 1 (ft gW7Major 2 .. N 372 4A7 1,N37:Pitch (1). 2 q 's4C 21.SEt. 1 N/A5, qManor () 2 N/ 9,_qaInt. i N/A NA NIAMinor 2 N/A N/A N /AInt. Go Gauge ID: N/A Recal Date: N/A Result: NIAPitch No-Go Gauge NIA Recal Date: NIA Result; NIAID:(1) External Pitch Diameter

= [Average]

-[Wire Constant]

-[Shim Size](2) External Minor Diameter

= [Average]

-[2 X Wire Diameter]

-[Shim SizeJDISPOSITION Trial Trial 2 Trial 3: Tda14Adaptor Mark X_ ZMin.. Minor Diameter from Adaptor Table " ". j 27-.Acceptable?

(Yes or No) e SQC. Signoff:QC Reviewed:

oU eLevel: .. ,Date- 0. 1 -Z6 17Level: Date:. ! l/ 4-z17 SO 7A1 TMI.13zISI Topical Report 213 Attachment 2 Page 109 of 1008 REP-1098-510 Appendix A, Page 69 of 348N1091 PSC PROCEDURE SQ 7.1INSPECTION DOCUMENTATION DATA SHEET 7.1.09103113 00"PRECISION ANCE Page 1 of 1Revision 0Project:.

TMI.- 40e YEAR TENDON SURVEILLANCE tendon No.'Anchorage ID.:.X~2'31~z5A'S 6154 ZLo 1daTendon End/Buttress No.:Adaptor ID: /EQUIPMENT' MICROMETER WIRE SHIMSThread MIc iD Recal Date ID No. Recal Date ID No; Recal Date"" Ext." "Major -r-2. 1T4Ext;Pic ac 2 1tt Sa ____ jggExt.Minor N N-A Ad (/"Int.N/A N/AMajor _______ ______Int.MinorNANA MEASUREMENTS THREAD Wire Wire Shim AverageThread Reada 3rd 6t Average Constant Diameter Size DiameterExt. 1Pitch (1) 2 C44OS. q,'q1' , .iZ,/$Ext. 1 -1 4Minor (2) 2 qq4g i4*: *3A'Ir~mt. 1 N/A NIAMajor 2 N/A NtAInt. 1 N/A NIA N/AMinor 2 N/A N /A NIAInt. Go Gauge ID: N/A Recal Date: NIA Result:.

NIAPitch No-Go Gauge N/A Recal Date: N/A Result:*

N/AID:Notes:(1) External Pitch Diameter

= [Averagel

-[WireConstant]

-(Shim Size](2) External Minor Diameter

= (Average]

-(2 X Wire Diameter]

-[Shim Size]DISPOSITION Trial I Tral 2 Tral 3 1 Triai 4Adaptor Mark e.-I i X -?- I ." IMin. Minor Diameter from Adaptor Table , , S. , 7, , tAcceptable?

(Yes or No)QC Signoff:.

QC Reviewed:

Level:Level:Date:Date:-v p rtv.- r-*- --I17 SQ 7.1 TMI.13 ISITopical Report 213 Attachment 2 Page 110 of 1008 REP-1098-510 Appendix A, Page 70 of 348Project TMI 2013-TENDON SURVEILLANCE UNIT 1.(7.3)Tendon No.:, 3't Tendon End: .ShopANCHORAGE INSPECTION CRITERIAAs-Found E1 Post De-Tensioning I Pre-Wire Removal Dl Post Re-Tensioning O.C. Signoff9.0 & 10.0- CORROSION

& CRACK INSPECTION (9.2) Buttonheads Level: A (10.1) Cracks r:Yes~z' El N/A(9.2) Anchorhead" Level: .(10U) Cracks [IYes. (2) a l N/A(9,2) Bushing.

Level:. LJ1 (10.1) Cracks [Yes(21 E1< El NIA(9.2) Shims: Level: 0) (10.1) Cracks [I Yest(21 [7oi C1 N/A(9.2).Bearing Plate Level: 5) (10.1) Cracks C1 Yes"' [42) EC NtA.Corrosion Level of C requires a NCR. (21_ Compose a sketch of the cracks on Sketch Sheet 8.0 and Initiate a NCR.4 CI l iU A tlklamcf-rin I OffsIze (Malformed)

Prolruding/unseated Swirelbuttonheads 0 Broken/missing wtre/buttonheads Previously identified as missingDiscontinuous

-removed thissurveillance wire(s) being removed during thisI Jsurveillance for testing.008 ..000(-0000000

/ /.oo~ooo oo~ocoo o0000000,0000) o000000000000

/~~ 0.0 0 o o o 0.oo0 0 o, .o o.0000000000000O0 000o000000Oo00 0000000000000

\ ..\6§oooooo oo /ý000000Q000000

0.0 000000

,, .-/D00000000000J (11.2) Anchorhead I.D;Located on Sketch: 6,Yes [NoBushing I.D. aLocated on Sketch::

KYes [I No(11.4): Missing Buttonheads Found: N!.0 Yes [].No Quantity:e-Addilional Information:

V'bim-I&14-13 11 1 1(12.2) Number of Protruding Buttonheads(,):

( ) (8.3) Illumination source CCA ./ -041(12.3) Number of Missing Buttonheads (0 0 : 9(12.4) Total of Protruding

+ Missing Buttonheads:

_ _ (12.6) Continuity Test Requested

? Yes M No(12.5) Total # of Effective Buttonheads Seated: Wires Identified?.

E No(12.7) Overall Results Y.Acceptable.

] Un.Acceptable Customer Notified NCR#: At/1A L.QC Reviewed:

~DLevel:

Date:18. SQ 8O.TMI.13 ISITopical Report 213 Attachment 2 Page 111 of 1008 REP-1098-510 Appendix A, Page 71 of 348N1091 PSC PROCEDURE SQ 8.0ANCHORAGE INSPECTION Data Sheet 8.0609103/13Page 1 of IRevision rProject:

TMI 2013 TENDON SURVEILLANCE

[UNIT 1(7.3)Tendon No.: ýb:? Tendon End: , []ShopANCHORAGE INSPECTION CRITERIA

.....Cl As-Found DO Post De-Tensioning

/ Pre-Wire Removal El Post Re-Tensioning Q.C. Signoff9.0 & 10.0 -CORROSION

& CRACK INSPECTION (9.2) Buttonheads Level: A 1)10,1) Cracks "] yet 2) 9'No 0 N/A(9.2) Anchorhead Level: A (10.1) Cracks [I Yes.~ ( EI ' N/A(9.2) Bushing Level:: (10.1) Cracks El Yes 0) [h1o -1 N/A(9.2) Shims Level: (10.11) Cracks [3 Yes(:21 G ,9 0 N/A(9.2) Bearing Plate: Level: 12 (1) (101) Cracks El Yes 12) ;za C] N/ACorrosion Level of C requires a NCR. t -_Compose a sketch of the cracks on Sketch Sheet 8.0 and initate a NCR.1,1.0 -BUTTON HEAD INSPECTION.

" Oosoze (Ma-rormed)

Protrudinglunseated W wrelbuttonheads 0 Broken/missin~

wlre/buttonheads 50000000*D Previously identified as missing / 00000000Discontinuous-removed this / oOoOo000000d0 surveillance

/0000000000000 t /ooo oooooo~oo:0oo\

wire(s) being removedduring this M 6 00 0 0 o 0 0 0 0 00 00 0 O(81 surveillance for testing 0000000000O0 OO OO 00l\ \0060000060000 (1 1.2) Anchorhead I.D. 00 0 00 0Located on Sketch: C]ENo \'0OOO OOOO00000 Bushing I.0.. C\\Q0 0 0 0 0 0 0 C / /Located on Sketch: j Yes [I No -'" -40 0 0 0 0 0 /(11.4) Missing Buttonheads Found: N IA "-".....1

/El Yes El No Quantity:

Additional Information:

5h .- _I~An 1AJ(12.2) Number of Protruding Buttonheads (w): 0 (8.3) Illumination source -oa _(12.3) Number of Missing Buttonheads (0, 9.: C(12.4) Total of Protruding

+ Missing Buttonheads:

_ (12.6). Continuity Test Requested?

El Yes 0 No(12.5) Total N of Effective Buttonheads Seated: J Wires es [E No(12.7) Overall Results 0.Acceptable

[E Un-Acceptable Customer Notified NCR#: AlQC Reviewed:.

eG0wLevel: _IDate: , 1/18 SQ &O.TM.13 ISITopical Report 213 Attachment 2 Page 112 of 1008 REP-1098-510 Appendix A, Page 72 of 348Project:

TMI 2013 TENDON SURVEILLANCE (0.UNIT 1(7.3)Tendon No.: .... Tendon End: ,.ShopANCHORAGE INSPECTION CRITERIA0 As-Found 0 Post De-Tensioning

/ Pre-Wire Removal Post Re-Tensioning.

q 0 R& i1 0 -CO'RflRIOlN A CRACKINSPCECTIOfN-(9.2) Buttonheads Level; (10.1.) Cracks C] Yes 21 691Ný D] N/A(9.2)Anchorhead.

Level: .. (i (10.1) Cracks C Yes (21 N/A(9,2) Bushing Level: A (10.1) Cracks [I yes (2) W [3 N/A(9,2) Shims Level: (10.1) Cracks .- Yes (O1 [] N/A(9.2) Bearing Plate Level: (10.1) Cracks (I Yes 9No [I NIAilL Corrosion Level of C requires a NCR. 123-Compose a sketch of the cracks on Sketch Sheet 8.0 and iniilate a NCR.44 A. 01ITTeNNmrAflIMwtm-Tinr

• Offsize (Malformed)

Protruding/unseated Swire/buttonheads 0 Broken/missing wire/buttonheads Previously identified as missingm -4Discontinuous

-removed thissurveillance

--- I wire(s) being removed during thiss surveillance for testingS0000000000000".000000000000

ý0000000000000 0*00000000000.0.

00000000000000 O000000000000

\°°°°0°°°oo

°oo°°/\0000000000000 0 000000000000

~0ac0000C)(

00(\3,0. 0 0 0)0/(11.2) Anchorhead i)D. .Located on Sketch: [,Yes 0 NoBushingl:.0.

j.j =Located on Sketch: , Yes [I No(11.4) Missing Buttonheads Found:O Yes 0 No Quantity:

Additional Information:

VLm .,.&,".* .-If(12.2) Number of Protruding Buttonheads (w): (8.3) Illumination source C. a ,.4i' __, _(12.3) Number.of Missing.

Butlonheads (0, .(.12.4) Total of.Protruding

+ Missing Buttonheads:

(1.2.6) Continuity Test Requested

? .] Yes C.No(12.5) Total # of Effective Buttonheads Seated: Wires Identified?

Yesj C No(12.7) Overall Results RAcceptable 0 Un-Acceptable Customer Notified NCR#'. "QC Reviewed:

P/6LILevel:Date: /o 3(0 13.(I-H18 SO 8.0.TMI.13 IStTopical Report 213 Attachment 2 Page 113 of 1008 REP-1098-510 Appendix A, Page 73 of 348Project:

TMI 2013 TENDON SURVEILLANCE UNIT 1(7.3)Tendon No.: t , Tendon End: -"FieldANCHORAGE INSPECTION CRITERIA

........11 As-Found Post De-Tensioning I Pre-Wire Removal [] Post Re-Tensioning Q.C. Signoff9.0 & 10.0 -CORROSION

& CRACK INSPECTION (9.2) Buttonheads Level: .:i. (10.1) Cracks D Yes iGNo L]N/A(9.2) Anchorhead Level: (10.1) Cracks L] Yes(2). UK% 0 NIA(9.2) Shims Level: (10.1) Cracks El Yes (2) IN*' [I N/A(9.2) Bearing Plate .Level- (10.1) Cracks El Yes (2) V o [I N/A(') Corrosion Level of C requires a NCR. (2) Compose a sketch of the cracks on Sketch Sheet 8.0 and Initiate a NCR.14 A .ITTr1N14FAn l ~JWIFrTIA~rJ Offsize (Malformed)

Protruding/unseated r n wire/buttonheads 0 Brokenmissing ire/butthnheads

( Previously identified as missingOlscontinuous

-removed thissurveillance, wire(s) removed during thissurveillance for testing(11.2) Anchorhead I.D. 923Located on Sketch: WYes LI No(11.4) Missing Buttonheads Found: N!0 Yes 0 No Quantity:

Additional information:

xch~m 4Atti W, -AtrS 1Atk~~ AM00000000000000000000000000 000000000000 00000.000000 00000000.000000 00.00000000000 000000000000.0 0000000000000 00000000000000 0:000000000000 000000000000 00000000000 000000000000000(12.2) Number of Protruding Bultonheads (w):(12.3) Number of Missing Buttonheads (0,9 b:(12.4) Total of Protruding

+ Missing Buttonheads:

(12.5) Total # of Effective Buttonheads Seated:0(8.3)Illumination source At(12,6) Continuity Test Requested?

ElYes ffNoWires Identified?

Yes C1 NoW;I(12.7) Overall Results f Acceptable

[I Un-Acceptable Customer Notified NCR#:QC Reviewed:

1CLPleýLevel:Date:I.18 SQ 8.0.TMI.13 ISITopical Report 213 Attachment 2 Page 114 of 1008 REP-1098-510 Appendix A, Page 74 of 348N 1091 PSC PROCEDURE SQ 8.0ANCHORAGE INSPECTION Data Sheet 8.6APRIEISION ANCE 09103113PCICE Page I of 1Revision 0Project:

TMI 2013 TENDON SURVEILLANCE

-UNIT 1(7.3)Tendon No.: b 237 Tendon End: L, .51- ... FieldANCHORAGE INSPECTION CRITERIA

.....V, As-Found 0l Post 0e-Tensioning I Pie-Wire Removal El Post Re-Tensioning Q.C. Signoff9.0 10, -CORROSION

& CRACK INSPECTION (9.2) Bulttnheads Level: 0 (10.1) Cracks '].Yes ( j) jjo el N/A(9,2) Anchorhead Level: 0 (10.1) Cracks l-:Yestz (4 No0 El N/A(9.2)Shims Level: -1) (10.1) Cracks r- Yes (2) &14.[ E-N/A(9.2) Bearing Plate Level: 2 (10:1) Cracks 0- Yes (2) El N/A..Corrosion Level of C: requlres a NCR. t(2Compose a sketch of the cracks on Sketch Sheel.8.0 and initiate a NCR.I4I4 fl. RITTANHFAQ INt4Z13FCTIn1J Offsize (Malformed)

Protrudinglunseated W wire/buttonheads 0 Broken/missing wire/buttonheads

• Previously identified as missing000000000000.000 00000000000 00000000.000.0 00.000000000,(

0000000000000 000000000000(

.000:000000O000 00.0000000000C 0000000000000 00000.00000000 000000000000 Discontinuous

-removed thissurveillance..

wire(s) removed during thissurveillance for testing0)0:)p,(11.2) Anchorhead ID: b,-Located on Sketch: "- Yes [] No(11.4) Missing Buttonheads Found:/V4 El Yes El No Quantity:

-AAdditional Information:

6 hs-A~k A, .3 1 ,500000000000 000000000000000ii ./~A-.6(12.2) Number of Protruding Buttonheads (w): 1 (8;3) Illumination source 64"(12.3) .Number of Missing Buttonheads (0, 5: V(12.4) Total of Protruding

+ Missing Buttonheads:

(12.6) Continuity Test Requested?

El Yes [K No(12 5) Total # of Effective Buttonheads Seated: Wires Identified

?f es El NO(12.7) Overall Results VAcceptable El Un-Acceptable Customer Notified NCR#: QC Reviewed:

P, aLevel: Dale:0 ?W 18 SO B.O.TMI.

13 ISITopical Report 213 Attachment 2 Page 115 of 1008 REP-1 098-510 Appendix A, Page 75 of 348'N1091 PSC PROCEDURE SQ 8.0ANCHORAGE INSPECTION p.i .Data Sheet 8.0A.09/03113PRECISION PLANCE Page I of 1Revision 0Project:

TMI 2013 TENDON SURVEILLANCE OUNIT 1(7.3)Tendon No.: ] Tendon End: , FieldANCHORAGE INSPECTION CRITERIADl As-Found C3 Post De-Tensioning

/ Pre-Wire Removal IN Post Re-Tensioning Q.C. Signoff9,0. 0 -CORROSION CRACK INSPECTION (9.2) Buttonheads Level: (1 .0 (i0.1) Cracks [] Yes (2 IN' [I N/A(9.2) Anchorhead Level: (10.1) Cracks C] Yes (2L N0 El.NIA(9.2) Shims Level' (10.1) Cracks C] Yes(2 No [I NIA(9.2) Bearing Plate. Level: (10.1) Cracks [] Yes ( ti [I N/A / 40 -Corrosion Level of C requires a NCR. 12) Compose a sketch of Ihe cracks on: Sketch Sheet 8.0 and initiale a NCR.11.0 -BUTTONHEAD INSPECTION I Offaize (Malformed) nglunseated

... -W wirelbuttonheads 0 Broken/missing wire/butlonheads 0 0 0 0 0 0 00* Previously identified as missing 0 0 00 0 () 00 0-/ _00000000000 Discontinuous-removed this 000000000000 surveillance.

!0000000:000000 wire(s) removed during this , 0 0 000co o0 o_ s Surveillance for testing ,O 000000000000

$~'-4r 0000000000000O0: 0 0 8 00 00 0 0 0 0 0 0(11;2) Anchorhead I.D. 0000000000000 Located on Sketch: NYes ElNo 1O-A "3 00000.0000000 (11.4) Missing Buttonheads Found: 0 .00 00 000 00*

• 00OOO000[] Yes, [17No Quantity.Y k 0 000 00 0/-Additional Information:/

4 7.17~(12:2) Number of Protruding Buttonheads (w): _ (8.3) Illumination source " -f t(12.3) Number of Missing-Buttonheads (0:, 0: 1(12.4) Total of Protruding

+ Missing Buttonheads:

(12.6) Continuity Test Requested?

El Yes J No(12.5) Total # of Effective Bultonheads Seated: / Wires ldentirled?/

1Yes [] No(12.7) *Overall Results OAcceptable

[I Un-Acceptable Customer Notified NCR#: 14I.QC Reviewed:

C,. Level: Date:/18 SQ 8.0,TMI,13 ISlTopical Report 213 Attachment 2 Page 116 of 1008 REP-1098-510 Appendix A, Page 76 of 348Project:

TMI 2013 TENDON SURVEILLANCE

.UNIT 1Tendon No.:, h.2 T7 Tendon End: I .[ Shop CField(7.4): Bearing Plate. identification#:

" Ab ..,i e_,44 .I. Orient the bearing plate with (he sketch below.2I Locate thebearing plate identification and document the location on the sketch.3. Sketch all cracks, including other defects, existing on the concrete in the area surrounding the tendon anchorage for a distance of24 inches from the edge of the bearing plate.4. For cracks equal:to or wider than 0.010 inches, document condition on an Nonconformance Report in accordance withProcedure QA9.0, NONCONFORMANCES,.

for Exelon aproval.YA k4 (OnHoop and dome this edge is'Up.Vertical Tendon, this:is toward thecenter of the containment.

APP 16vJ- /ZI 6toAýe W, -~4_44 e00 i o k)'cVeAuxiliary Light Source used: Yes(V.No(7.3) Illumination

sourceX, ev C I I -oh's(.7.5) Cracks a 6.019' 0 Yes U(No Quantity:

Max. Width: Max Length: NCR#:QC Inspector:

Level: Date:JC Reviewed:

Level:Date: c /19 SO. 8.3 TMI.13 ISITopical Report 213 Attachment 2 Page 117 of 1008 REP-1098-510 Appendix A, Page 77 of 348N109i PSC PROCEOURE SQ 8.3BEARING PLATE INSPECTION

.DATA SHEET SQ 8.309t03113Page I of 1Revision 0Project:

TMI 2013 TENDON SURVEILLANCE

UNIT 1Tendon No6: h;937 Tendon End: ,.R, I4 " Shop 0 Field(7.4) Bearing Plate Identification#:

..4 J.... .#.1. Orient the bearing plate with the sketch below.2. Locate the bearing plate identification and document the location on the sketch.3. Sketch all cracks, including other defects, existing on the concrete in the area surrounding the tendon anchorage for a distance of24 inches from the edge of the bearing plate.4. For cracks equal to or wider than 0.010 inches, document condition on an.Nonconformance Report in accordance withProcedure QA 9.0, NONCONFORMANCES, for Exelon approvaLOn Hoop and dome this edge isup.Vertical Tendon, this is toward thecanter of the containment.

Auxiliary Light Source used: C] YesR1 No(7.3) Illumination source:.(7.5) Cracksz~O.010" E]Yes lE Nor Quantity'.

Max. Width: h.Max Length: NCR#-.QC Inspec .tor: 04Level .. Date: .JC Reviewed:

Level: Date:77_19 SO 8.3 TMI. 13 ISITopical Report 213 Attachment 2 Page 118 of 1008 REP-1098-510 Appendix A, Page 78 of 348r. N1091 PSC PROCEDURE SQ 9.0MONITOR TENDON FORCEIDATA SHEET 9.0" 09103113:

PAICE lPage 1 ofP 0Revision 0:Project:

TTMI 401T YEARJTENDON

SURVEILLANCE Unit i1(7.6)Tendon No.: b 2 *3 -7 Tendon End: 0.$,, $hop LI Field.LIFT-OFF INSPECTION CRITERIA Q.C. Signoff(9.3) Temp; ofConcrete; 70OF Thermometer No.: .Recal Date:. /Vs.9.-t'3 Ambient Tamp.: OF Thermometer No.: ,). g/r6" Recat Date: I/to,' ,71/5(9.4) Anchorhead and Stressing Adapter Threads:

glAcceptable LI Unacceptable (9.5) Number of Effective Wires::(9.6) Anchorhead and Stressing Adapter Engagement/AlIgnment

Acceptable

[I Unacceptable (9.7) RAM I: 40: Repel Date: end ofjob RAM Area: , K =. ", q7Gauge ID0: /.%L4M Recal Date:.' Daily Check:(9.0) Shim Stack.Height:

1. 1 .f inm $2 'in. Ruler ID RO Recal Date: L/4,,?,)l individual Shims: Stack. #1.: , ....... in. Slack#2:

-In.(9.9) Lift-off Overstress Force (LOSF):(9-10) PF: L,0 6:$ kipsi496, 4/: psi(9.11.5)

As-Found Lift-OffStack.#l:

1) 51W psi2) psi3) /Io psi(9. 1.13) End Average.

Force (this end):(9t 11A14) End Avg. Force (olher end):" .... .l$gZ , kips95,% PF: kipsStack #2: 1) /psl2) iPressure:

90% PF; kips!Apsi:_(9.11.13)

Circled Values1} ) psi2) psi3) _ SL psi*Average:*

.',, psi(9.11,15)

Average Liftoff(ALV) 1117, 3( kips(9.11.16),

Liftoff (ALV) Acceptance Criteria:

a) .' Acceptable--

ALV is > 95% PF.b) LIAdjacent Tendons to be stressed*-

ALV is< 95%PF but -90%PF, Document on a NCR.c) LI Unacceptable-ALV is<90%PF.

Document ona NCR.NCRRequired

'I Yes ,.No CustomerNotified NCR No.:(9.11.17

)Adiacent Tendon LIR-Offs

• 2Note: Use a separate Data Sheet 9.0 to document Ufroff fomcesjAdj Tendon: E] Acceptable

-ALV >95%. of PFP The original scope tendon SHALL bea) This Tendon: _ restoredto within -01+6% of PF, but in no case, no greater than 0.7Adj Tendon: :determined for the number of effective wires.EXELON Notified:

C] Yes El No Name/Date:

4J17"[b) -c" Ad Tendon: El Unacceptable

-ALV < 95% of PF for either tendon. Document the Condit* nL.Ad] Tendon:.____

on a NCR. .leod6Customer Notified NCR No.: /V/A _______I -- m _ 7. ..c)-. Adj T'endon:"_______

LC Unacceptable

-ALV < 90% of PF for either tendon. Document the cond onZj endon: _on a NCR. Customer Notilied NCR No.:OC Reviewed:

k)-CL (-LL1Level: jjic-Date: /0/321 SO.9.0 TMI.13 ISlaTopical Report 213 Attachment 2 Page 119 of 1008 REP-1 098-510 Appendix A, Page 79 of 348N1091 PSC PROCEDURE SQ 9.0MONITOR TENDON FORCEDATA SHEET 9.009/03113Page 1 of 1Revision 0IProject; TMI 40TH YEAR TENDON SURVEILLANCE

[ Unit ;I0d(7.6)Tendon No.- .2 ... Tendon End: JK .ef 'I3 5 LIFT-OFF INSPECTION CRITERIA OC, Signoff(9.3): Temp of Concrete:

67 OF Thermometer No.: Sr.- Lo 7 Recal Date: fj3Ambient Temp.: 6SjF Thermometer No.:: tk/r, Recal Date: Low & --&.I(9.4) Anchorhead and Stressing Adapter Threads:.

g Acceptable El Unacceptable (9.5) Number Of.Effective Wires: ItA(9.6) Anchorhead and Stressing Adapter Engagement/Alignment

f] Acceptable 0I Unacceptable (9.7) RAM ID: q /o Recal Date: end of job RAM Area: K = 19ig 7Gauge lD: Recal.Date:1,4,4t

.IL DailyCheck:

",!(9.8) Shim Stack Height::

1. 1 t, in. #2 a5 3 In. Ruler ID: I_.94 Recal Date:Individual Shims: Stack #1: / in. Stack #2A Iin.(9,9) Lift-off Overstress Force (LOSF):

Pressure:,

psi(9,10) PF: 16 51 kips 95% PF: ,.og4' kips 90% PF: kipspsi:O* zpsi 4213,1? psi k& .14-1(9.11.5)

AsaFound Lift-Off psi (9.11.13)

Circled ValuesStack#1; 1). psi Stack .2: 1) K ) i pý i 1) 4 psi2) IqO PSI 2) .iA ~ p ) *pb psipsii 2)3) AJqJb psi. 3) ) 3) psiJ..)4 D psi.(9.11.13)

End Average Force (this end): 14,.g kipsAS..T' Average:

4i., psi(9.11.14)

End Avg. Force (other end): jjq01 6 kips (9.11.15)

Average Liftoff(ALV)

(fI73j kips(9.11.16)

Liftoff (ALV) Acceptance Criteria:

a). EAcceptable

-ALV is > 95% PF.b) El Adjacent Tendons to be stressed

-ALV is < 95%PF but z 90%PF. Document on a NCR.c) F1 Unacceptable

-ALV is. < 90%PF. Document on a NCR. ,NCR Required C] Yes XNo Customer Notified NCR No.: 4(9.11.17)

Adiacent Tendon LlftOffs (ote: Use a separate Daeta Sheet 9.0 to documentLiftoff forces.)O-

, Adj Tendon: _ [I Acceptable

-ALV > 95% of PF, The original scope tendon SHALL bea) This Tendon* restored to within -00÷6% of PF. but in no caspi no greater than 0.70 GUTS asAdj Tendon: __ determined for-the number of effective wires.EXELON Notified:

ED Yes E] No NamelOate:

b) ' Adj Tendon: __C] Eo Unacceptable

-ALV < 95% of PF for either tendon. Document the condilion A nonCustomer Notified NCR No.: 14Adi Tendon: _ _ Unacceptable-ALV < 90% of PF for either tendon. Document the C) Adj Tendon:.

on aNCR. -~~Customer Notified NCR No.:/ .QC Reviewed2 Level Date: 321 S094O.TMI.3 ISlaTopical Report 213 Attachment 2 Page 120 of 1008

... .... .. :... .........

....., _ ,, ..... ..... ..... ..... ...REP-1098-510 Appendix A, Page 80 of 348N1091 PSC PROCEDURE SQ10.2TEST WIRE REMOVALData Sheet 10.2I 09/03/13< CANCE Page 1 of 1Revision 0Project:

TMI 40"' YEAR TENDON SURVEILLANCE

[ UNIT 1Tendon No.: Tendon End: 0, Shop jN.FieldRemoval Date: Inspection Date:WIRE REMOVAL INSPECTION CORROSION INSPECTION

@ LENGTH INTERVALS (8.5.4.1.1)

Document the Corrosion Category for each 10' of wirein the increments below. Use Categories described in PSC SQ 8.0.For Corrosion Level C document condition on an NCR. NCR Req'd: NO [I YES NCR# A4/,,(8.5.4.3.1)

Document the total length of the wire on the diagram below. Completed; 0 NO aYES,,-----I Buttonhead End010' 120' 30'30' 40' 10' 60'2 ,12 0' 110' 120'a.(taaaaa A ns a M a A, a a 4n a a..a.a -a. a a. .A .a a nAn. a na K a a K a, A A, A Mx A sAnAM160' ----- ,y'* i 130ISO, 160' 170' 180'A a.. A AM A AM A A A A A aM MAX Af M a A^^ A^ a: A a a A^ a aaaa Afa t A A A A A AMA A AA aaa A^ MAMMaA AA A AM Aa aa180' 190' 200' 210'210! 220' 230' 240'240' 250' 260' 270'270' 280' 290' 300'300' 310' 320' 330'Cut End(8.5.4.6.2)

Was the wire cut for samples:

[I NO R.YES document the area of removal above using symbol (8.7) Document the location of wire. removed on Data Sheet 8.0, ANCHORAGE.INSPECTION:

(Completed (8.8) Measuring Device: ID Number: Recal Date:. ./t ,(8.8) Wire Pull Ram ID Number: ,i AIns~tr iQ' Level:. Date:0.Coc1eviewed LL Level: Date: .30 1.325 SQ 10.2 TMI.13 ISlTopical Report 213 Attachment 2 Page 121 of 1008 REP-1 098-510 Appendix A, Page 81 of 348Project:

'TMI 40T YEAR TENDON SURVEILLANCE Unit I F1 Unit 2(9.3)Tendon No.: Z 57 Tendon End: 0 Shop El Field(9.4) Temp. of Concrete:.

.F Thermometer No.: "T .. Recal Date: AmbientTemp.:

to OF Thermometer No.: PK Recal Date: _____-___

(9.5): Anchorhead and Stressing Adapter Threads:

J Acceptable

[I Unacceptable RETENSIONING DOCUMENTATION QC Signoffs(9.6) Numberof Effective Wires: 16S (from Data Sht. 8.0)(9.7) Anchorhead and Stressing Adapter EngagementlAlignment j Acceptable

[l Unacceptable (9.7.3) RAM ID: Recal Date: ob RAMArea:

7gq,5., K -5, f17Gauge ID: Recal Date: bAIy&)M g16 Daily Check: /Calculated Force for Elongation Measurement and Retensioning using formula belowNOTE Stress dudng Lift-Off should not exceed 9.425 kfps per effective wire or 1592 kips fora 169 wir tendon.(9.8.4) PTF= 2'7 kips Pressure:

-.,*3 psiStep 1= 00 kips Pressure:

3447, psi Elongation:

in.Step2= 1Z100 kips Pressure:

5ul Elongation:.

l, in.LOF= 7 31 kips. Pressure:

6).1_6..

psiOSF= 6S10 kips Pressure:

(,0 7UZO psi Elongation:

9_,.- £in..P =.(F-.K) x1000 Key: F= Force (kips)A A = Ram Area (ih2)P = Gauge Pressure (psi)K = Constant factor (kips)(CAUTION:

"K! constants can be eitherpositive or negative,)

QC Reviewed:

LC) 6 .JY -Level: Date: /0 01/28 SQ 11.0 TMI,13 ISI.docTopical Report 213 Attachment 2 Page 122 of 1008 REP-1 098-510 Appendix A, Page 82 of 348N11091 PSC PROCEDURE SQ 11.0RETENSION TENDONSDATA SHEET SQ 11.009103113' Page 2 of 2Revision" Project:

TMI4eTh YEAR TENDON SURVEILLANCE u unit 1 U unit 2(9.3)Tendon b 7 Tendon End' -1 Shop 0 FieldActual Observed Force and Elonation Measurements using formula below QC Signoffs(9.9.4.1)

PTF 207.oLq kIps. Pressure:

4? .. psi ( Elongation:

LA2!L(9.9.5.1)

Step 1 1 kips Pressure:

3450 psi Elongation:

4,& im.(9.9.6.1)

Step2 _7A,60 kips Pressure:

.psi Elongation:

.(in.(9.9.7.1)

OSF 3 .kips. Pressure:

.psi 0 Elongation:

&5 in. I0.1- l*AxP1000(9.9.8) (2"- (D ._.7 in. Elongation Value (this end)(9.9.9) in. Elongation Value (opposite end).(9.9.10) in. TOTAL Tendon Elongation Value(9.9.1201)

Elongation An % Ruler ID: b.1'5 Recal0ate; 1,.9 -13(9.9,12.3)

Elongation Results EM Acceptable CJ Unacceptable Customer Notified NCR No:Options Original Lift-off Values from Data Sheet SQ 9.0A Lift-off

< Predicted Force 'U Use Predicted Force -0 + 6%1/o.B Lift-off

> Predicted:

Force i Use Lift-off

-0 + 6%C Lift-off

> 67% GUTS 0 Use 70% 40 -3% GUTS: (effective wires)D. Lift-off

> 70% GUTS (7 Use 70% + 0- 3% GUTS (effective wires)(9.1.0,5)

LOF Acceptable Range Min -.. MaxAs found lift-offlorpredicted.

(highest):

,/f47, 3 1 kips /;31 15'kips*From: 2.0 ,P A- rS psi To: ' , pT7-I'(9.10.6)

Actual Lift-Off.

(9.10.8)

Circled ValuesStack #1: 1) .4 P.'D'0 psi Stack #2: 1 'siopsi 1 psi2) Z5-,tO psi 2e 2) si3) C-0 psi 3 3) i psi(9,1O;8)

Force (this end): 1., 0 _ kips ual Average:

_f2 t P-i(9.10.9)

Force (opposite end); 12 Iq, , kips (9.10.10)TendonALV Force , (4kips(9.10.11)

ALV Acceptable:

R Yes C1 No Customer Notified NCR No.:(9A0.15)

Additional broken/mIssing wires: { No C1 Yes Amount: 4el'(9.10.16)

Additional ProtrudinglUnseatedmwires: No [I Yes Amount:,If Yes -Customer Notified NCR No.: A114(9.10.17)

Final Shim Stack Height: #11. t 11,4 £ in. 42: E g -.1OC Reviewed:

• a Level:. ia Date: 0I28 SQ 11.0 110M.13 ISl.do0Topical Report 213 Attachment 2 Page 123 of 1008 REP-1098-510 Appendix A, Page 83 of 348Project:

TMI 40M YEAR TENDON SURVEILLANCE 9 Unit 1 0 Unit 2(9,3)Tendon No.: D 23-7 Tendon End: !5,b"" l] Shop La Field* (9.4) Temp. of Concrete:

10 'F Thermometer No.: ST Recal Date: 41Ambient Temp.: 71 OF Thermometer No.: Recal Date:(9.6) Anchorhead and Stressing Adapter Threads:

I Acceptable.

[I Unacceptable:

RETENSIONING DOCUMENTATION QC Signoffs(9.6) Number of Effective Wires:. _ _ _ _ (from Data Sht. 8.0)(9.7) Anchorhead and Stressing Adapter Engagement/Alignment:

%Acceptable El Unacceptable (9.7.3) RAM ID: q40 Recal Date: 6 Aa RAM Area: ~A~13 2L. K = r~ 1 jGauge ID: Recal Date: Daily Check:Calculated Force for Elongation Measurement and Retensioning using formula belowNOLTE Stress duting Lift-Off should not exceed 9.425 kips per effective wire or 1592 klps for a 169 wire tendon.(9,8.4) PTF = kips Pressure:

,WjI psiStep 1= ARM:) kips Pressure:

_451.71 psi Elongation:

inStep 2 = 1206 kips Pressure:

-1fol psi Elongation: in.Lo3 = .i 16Z3 kips Pressure:

S A19 Ps'OSF = 5/C) kips Pressure:

5/4651 psi, Elongation:

q, in. Ar i0 ii//P = (F-K) x 1000 Key: F = Force (kips)A A = Ram Area (in2)P = Gauge Pressure (psi)K.= Constant factor (kips)(C6ATION:

"K" constants can be eitherpositive or negative.)

oC Reviewed:

Level: Date:28 SQ 11.0 TMI13 ISIdocTopical Report 213 Attachment 2 Page 124 of 1008 REP-1098-510 Appendix A, Page 84 of 348N1091 PSC PROCEDURE SQ 11.0RETENSION TENDONSDATA SHEET SQ 111.009/03113Page.2 of:2Revision rProject:

TMI 40" YEAR TENDON SURVEILLANCE lRUnit.1

0. Unit 2(9,.3)Tendon b Z 31 Tendon End: ' Li Shop , FieldActual Observed Force and Elongation Measurements using formula below [ IQC Signoffs(9.9.4.1)

PTF = j ,4,4q. kips Pressure:

940 psi D Elongation:

.8 in.(9.9.5.1)

Step 1 "J3, A19 kips Pressure:

34 psi Elongation.

':,Z in,(909.6.1)

Step 2 J2M,-tb kips Pressure:

, psi Elongation:

I.(9.9.7.1)

OSF =kips Pressure:.

psi 0 Elongation:

In,AxPF= -+K1000(9.9.8) (D (= .6 in. Elongation Value (this end)(9.9.9) 5., 7 in. Elongation Value (opposite end)(9.9.10) 41 .0 in. TOTAL Tendon Elongation Value(9.9.12.1).

Elongation

-%.. Ruler.ID:

K -" '3 Recal Date: _/!____ I(9.9.12.3)

Elongation:

Results [lAcceptable

[].Unacceptable C ustomer Notified NCR No: N!A.Options Original Lift-off Values from Date Sheet SQ 9.0A Lift-off

<.Predicted Force L-i Use Predicted Force -0 + 6%B Lift-off

>.Predicted Force Use Lift-off

-0 + 6%C Lift-off

> 67% GUTS Li Use 70% + 0. 3% GUTS (effective wires)D Lift-off>

70% GUTS Li Use 70% + 0 -3% GUTS (effective wires)(9.10.5)

LOF Acceptable Range Min MaxAs found lift-offlor predicted (highest):

jfj&,'. kips 123T.15 kipsFrom: t)bV.9q psi To: PSI 10/111~ 17(9.10;6)

Actual Lift-Off (9.10.8)

Circled ValuesStack#1:

1) 6Z-6O psi Stack,#2:

ýVbo si 1) , psi2) :51 0... psi ..i_2)0 516 psi(2~ psi .5 si 3). 0Z, psi(9.*108)

Force (this en jg. kips Actual Average:

5Z.4O psi(9.10.9)

Force,(opposite end): 1Z .0 .'5 kips (9. 10.10Tendon ALV Force I 5./ L kips(9.10.11)

ALV Acceptable:

f'Yes Li No Customer Notified NCR No.: -A /A..(9.10;15)

Additional broken/missing wires:ý E] Yes Amount: ". /A(9:10.16)

Additional ProtrudinglUnseated wires:* [No 11 Yes Amount:If Yes- Customer NotifiedNCR No.: N/A.(9.10.17)FinalShimStackHeight:

1. 1: .I' in. 42:7 , in. .q 0 /, =OC Reviewed:

(L- Level: ."_ _ Date: 0/ 30 /1... .........

.. / , .,U-28.SQ I1. I.TMI.13 ISt.docTopical Report 213 Attachment 2 Page 125 of 1008 REP-1098-510 Appendix A, Page 85 of 348Project:

TMI 4eT YEAR TENDON SURVEILLANCE Tendon No.: Tendon End: K Shop El FieldANCHORAGE INSPECTION CRITERIABEARING PLATE SURFACE PROPERLY PREPARED:

VYES CI-.NOGREASE CAP SURFACE PROPERLY PREPARED:.

_: [ NOGASKET MATING SURFACE PROPERLY PREPARED:

LEJ. 0 NOSTUD/BOLT HOLES.PROPERLY PREPARED:

Ly [ NO.FOREIGN MATERIAL EXCLUSION CONTROLLED:.

KYES. El NO.............

ow......

---

.................................

....................

..........

COMMENTSCREW FOREMAN SIGNOFF.

All ___________________

Date: JL-3QC Reviewed:

2 Gt 1QA7Level: i~1 .Date: 10_-30_330 SO 12.0 TMI.13 ISITopical Report 213 Attachment 2 Page 126 of 1008 REP-1098-510 Appendix A, Page 86 of 348P EEi~sioN ANCEN1091 PSC PROCEDURE SQ. 12,0REPLACE GREASE CAPData Sheet 12.009/03113Page 1 of IRevision 0Project:.

TMI 40TH YEAR TENDON SURVEILLANCE Tendon No.: , 2 37 Tendon End: eA E:" Shop: FieldANCHORAGE INSPECTION CRITERIABEARING PLATE SURFACE PROPERLY PREPARED:

GREASE CAP SURFACE PROPERLY PREPARED:

GASKET MATING SURFACE PROPERLY PREPARED:

STUD/BOLT HOLES PROPERLY PREPARED:

FOREIGN MATERIAL EXCLUSION CONTROLLED:

[,YES[VESIdYES[w"KESEI'YE[:1 NO0 NO[] NOINOE3NOCOMMENTS, NleW& 6*14-1-ltP S ICREW FOREMAN SIGNOFF Date: oI i ,, _-9-OuQC Reviewed:

Level : ___Date .____I30 SQ 12.0 TMI.13 ISI.Topical Report 213 Attachment 2 Page 127 of 1008 REP-1 098-510 Appendix A, Page 87 of 348Project:

TMI 40" YEAR TENDON SURVEILLANCE Tendon No.: b 2"'7GREASE REPLACEMENT 0C SIGNOFFS(8.4) Grease Used [ NEW 0i OLD -TEST DATE: i']ACCEPTABLE

[IAPPROVAL LETTER8.0 PREREQUISITES DATED:(8.5) Total Grease Loss from Data Sheet 6.0 for Jp, .tendon end: gal.(8.6) Total Grease Loss from Data Sheet 6.0 for $ tendon end: 4 .T5 gal.(8.7) Estimated grease tOSSes from teaks for ._ _ tendon end:,'(8.8) Estimated grease losses from leaks for V tendon end: -gal.(8.9) TOTAL Tendon Grease Loss: 94g12.O INITIAL PRESSURE PUMPING(12.6) Ambient.Temp.:

Fd OF Thermometer ID: , Recal Date: g4*(12.7) Grease.Temp.:

_z. 0F Thermometer ID:

Recal Dale: _. i(- i4,-(12.9) !itUa Grease Height (a) L in. (12,14) Grease Height (b) .. _ in.(12.16) Total amount of Grease Pumped:.

gal. (a-b)x 1.77 into the j end(12.18) Quantity of Waste Grease: gal. (12.17) Was Exit Achieved?

[aYes [I No12.19) TotalGrease Replaced this end: &4,31 gal. If no, Pressure Held for.. kpsl, .&min.0 " PUMPING -SECOND END (if necessary)

(13.6) AmbientTe

F Thermometer ID: Recal Date:(1 3.7)z Grease Temp,: OF ameter ID: Recal Date:(13.9) Initlal Grease Height (a) in. 12). I al Grease Height(b) in(13.14) Total amount of Grease added: gal.. a- 1.77 the end(13.16) Quantity of Waste Grease: go. 3. 5) [] Poured Han d(13.17) Total Grease Replaced this end: gal.14.0 CALCULATION.

OF PRESSURE PUMPING(14.1) Total Tendon Grease Replaced:

4'$ gal. (12.19 + 13.17)(14,2) Net Tendon Duct Grease Volume: .. 2,. gal Reftoto SO 12.2-c AG.USELUVE.Ttr e Total Tendon Replaced

('14.1) -Total Tendon Loss (8.9) x 100 =1 6 % Difference (14.3) Percent Difference:

Net*Tendon Duct Grease Volume (14.2)(14.4) Grease Leaks: 0 Yes Jg No(14.5) Refill Acceptable; (3 Yes (less 1o%) I No (grea-er han 10%)If No -Customer Notified

/)9 " _(14.,6) Comments:

.QC Revieweved:

Date:Topical Report 213 Attachment 2 Page 128 of 100831 SO '12.1 TMI. 13 181 REP-1 098-510 Appendix A, Page 88 of 348N1091 PSC PROCEDURE SQ 6&0GREASE CAP REMOVALData Sheet 6,009/03113Pagel of IRevision r'Project:

TMI 40r YEAR TENDON SURVEILLANCE

UNIT i'(7.3) Tendon No.: ,. -'S0 Tendon End:: Ak,,- L 0 Shop EO FieldII ~~Greasse Cap Removal ............

(7.6) Date Removal Started, QC. Signoff(7,7) Dry Ice Used on Grease Cap and/or Anchorage

...0 Yes 54 No('7.8) Temp. of Concrete-

/ ' Thermometer*No..-

-ST 10. Re-Cal Date: /01/- 14Ambient Temp.:* .°F Thermometer No.: P At Re-Cal Date: MR-i -0 Z1311(8.4) Anchorhead 1.0,: fe.wD Anchorhead Verification:

CMaich 0 No-Match(8.5) Grease CoatingGrease Cap -Complete V/_ Partial Uncoated

%Buttonheads-Complete Partial Uncoated 0Anchorhead, Complete Partial Uncoated

%Shims -Complete Partial Uncoated

%Bearing Plate -( Complete

__ Partial Uncoated

%Limited within the inside diameter of the gmase cap.(8.6) Unusual Conditions:

AI6AJt.(8.7) Grease Color Match: C3QYes tKNo GreasetColor:

bAlk. N)UJ64Comments:

& A/lt(8,8) Quantity of Samples , Quart Samples identified per Step 8.8.1? aYes 0 NoLocation of [ A.H. liB.P. [] Shims 0 Cap C DuctRemoval .3(8.9) Oty. of Grease lost duringrernoval of cap: gal.(8.9.1) Grease from cap to be reused? 0 Yes. HNo Qty: of Grease removed from cap: ; ,*) gal.(9.6) Qty, of Grease removed from anchorage, 6 gal. 10- (9.7) Damage during cap removal or anchorage cleaning?

E] Yes [ No Describe:

A0 4/o)fzt-l (10.3) Method of Tendon Protection:

A W s V A f .4- && 16,.W(10.4) Amount of*Grease Loss from Tendon duct: -gal.(10.5) Total quantity of lost grease (below):(8.8) ii_. (8.9) (8.9.1)5J

÷+(9A8) A.__ *(10.4) 3 = _ _ TOTAL (11.1.2)

Document.TOTAL grease-lost on Data Sheet 12.1, GREASE REPLACEMENT.

Yes El NO -'QC Reviewed:

Pt2-C6..AlellLevel: I.ZDate:/ý/' rb/i ;/Iw13 SQ 6.0 TMI.13 ISITopical Report 213 Attachment 2 Page 129 of 1008 REP-1098-510 Appendix A, Page 89 of 348cPEsii LANCENi 081 PSC PROCEDURE.

SQ 6.0GREASE CAP REMOVALData Sheet 6.009103113Pagel of 1Revision r WProject:

TMI 4e YEAR TENDON SURVEILLANCE UNIT 1(7.3) Tendon No.: , Tendon End: C] /3A14 i' Shop FieldGrease Cap Removal(7.6) Date Removal Started:

15, 2, I..(7.7) Dry Ice Used on Grease Cap and/or Anchorage El Yes M] No(7,8) Temp. of Concrete:

-r 3. OF Thermometer No.: Re-Cai Date: I- i3Ambient Temp.: O 0F Thermometer No.: PX 101t1 Re-Cal Date:, 1p.;Z9" 13(8,4) Anchorhead I.D.: Anchorhead Verification:

I. Match. C1 No-Match(8.5) Grease CoalingGrease Cap -Complete Partial Uncoated_%

Buttonheads

-Complete Partial Uncoated

%Anchorhead

-Complete Partial Uncoated

/Shims -Complete Partial Uncoated

%Bearing Plate -( Complete Partial.

Uncoated

%( Limited within the inside diameter of the grease cap.(8.6) Unusual Conditions:

(8.7) Grease Color Match: I. Yes No Grease Color. o d Air hmoWComments:

AvM,...(8.8) Quantity of Samples ... Quart Samples Identified per Step 8.8.1? fO Yes C NoLocation of [I A.H. [] B.P. C] Shims [I DuctRemoval(8.9) Qty. of Grease lost during removal of cap: O1 6 gal.(8.9.1) Grease from cap to be roused? C] Yes K.No Qty. of Grease removed from cap: _1O gal.(9.6) Qty. of Grease removed from anchorage:

0.6 gal$(9.7) Damage during cap removal or anchorage cleaning?

C1 Yes R9 No Describe:

A/oNpe-(10.3) Method of Tendon Protection:

,A;,s048l 4-, -J, tA Au/, h.tI.(10.4) Amount of Grease Loss from Tendon duct: I(10.5) Total quantity of lost grease (below):(8.8)." + (8.9) .j + (8.9.1) .3.0 + (9.6) 0.! + (10.4) 6 = .0 TOTAL(11.1.2)

Document TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENT.

QqYes C NoQC Reviewed:

P a~6)2Level:Date:/0/3 !)/~3p 1I4013 SQ 6.0 TMI.13 I1STopical Report 213 Attachment 2 Page 130 of 1008 REP-1 098-510 Appendix A, Page 90 of 348N1 091 PSC- PROCEDURE SQ 6.1INSPECT FOR WATERData Sheet 8S109103/13PRECISION ANCE Page 1 of 1Revision.0 P.roject:

TMI 40T YEAR TENDON SURVEILLANCE I UNIT 1(8.1) Tendon No.: ___. _____ Tendon End. r Shop E- Field(9.5.1) DURING REMOVAL OF GREASE CAPWater Detected:

'] Yes 54 No Quantity' 0 Sample Takent C] Yes E] No N/AMoisture

==

Description:==

E] Observable Moisture I-] Significant Moisture t[l Not Applicable Comments:'

(9.6.1) INSIDE GREASE CAPWater Detected:

E] Yes [ No Quantity:

t) Sample Taken: U] Yes El No RI N/AMoisture

==

Description:==

'Ej Observable Moisture F1 Significant Moisture

[ Not Applicable Comments:

(9.71) AROUND TENDON ANCHORAGE COMPONENTS Water Detected:

E- Yes IINo Quantity:

O Sample Taken: El Yes [J No 1 N/AMoisture

==

Description:==

[] Observable Moisture El Significant Moisture I] Not Applicable.

Comments:

dO -(9.9.1) DURING DETENSIONING A//Water Detected:

El Yes E. No Quantity:

Sample Taken: E] Yes 0 No I--N/AMoisture

==

Description:==

El Observable Moisture El Significant Moisture M- Not Applicable Comments:

(11.1.) NOTIFICATION N7AExelon Notified:

.[ Yes Individual Name: Date:SAMPLE IDENTIFICATION AND STORAGE ,A(12.2) Samples adequately identified:

El Yes(12.3) Samples stored at:QC Signoff':

..... ... Level: # Date: .. .-k aQOC Reviewed:

Level: __ _ Date: /O/30/314 SQ 6..i.M .13 ISITopical Report 213 Attachment 2 Page 131 of 1008 REP-1098-510 Appendix A, Page 91 of 348N1091 PSC PROCEDURE SQ 6.1INSPECT FOR WATERData Sheet 6,109/03113Page 1 of IRevision 0Project:

TMI40TH YEAR TENDON SURVEILLANCE

, UNIT I(8.1) Tendon No.:. Tendon End: 1644l C3 Shop [E Field(9.5.1) DURING REMOVAL OF GREASE CAPWater Detected:

El Yes 0 No Quantity: Sample Taken: []Yes .[]No [R.N/AMoisture

==

Description:==

El Observable Moisture E0 Significant Moisture

['Not Applicable Comments:

,(9.6.1) INSIDE GREASE CAPWater Detected:

El Yes [B No Quantity:

o Sample*Taken:

1"' Yes El No [] N/AMoisture

==

Description:==

El Observable Moisture El Significant Moisture

[ Not Applicable Comments:

.., I#.(9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected:

[I Yes Z No Quantity:

-Sample Taken: El Yes l-No [] N/AMoisture

==

Description:==

E] Observable Moisture El Significant Moisture

[1] Not Applicable Comments:

,M -,(9.9.1) DURING DETENSIONING

//Water Detected:

0l Yes El No Quantity:

Sample Taken: Cl Yes El No El N/AMoisture

==

Description:==

El Observable Moisture El Significant Moisture E] Not Applicable Cormrmens (11. 1) NOTIFICATION AkExelon Notified(.

[E] Yes *Individual Name: Date:SAMPLE IDENTIFICATION AND STORAGE tIVA(12.2) Samples adequately identified:

(l Yes(12.3) Samples stored at:QC Signoff:

L t'inAL. ý Level: J-Date: /o45 13QC Reviewed:

/Q 6 Level: 1iZ Date: ___!______

14 SQ 6.1.TM1I.13 IStTopical Report 213 Attachment 2 Page 132 of 1008 REP-1 098-510 Appendix A, Page 92 of 348Project:.

TMI -40P YEAR TENDON SURVEILLANCE Tehdon No.:Anchorage.ID.:

Tendon End/Buttress No.:=d0v4l~ ,AIAr~p.12 0O , Adaptor ID:EQUIPMENT MICROMETER WIRE SHIMSThread Mic ID Recal Date. ID No, Recal Date. ID No. Recal DateExt. 'NExt.Pitch Ma- j 2-7-1r OfAIt I)-I/.-14

.. r I .Ext.Ext.Major N/A N/A .....Int,MinorMEASUREMENTS THREADýrd h th Aveag& ire ire Sh Irim AverageThread Read 6 9 Constant Diameter Size DiameterExt. 1 / Major 2 N (a.373 7 78¶,3Ext. 1.Pitch (1) 2 ____Ext. 1Minor (2)' 2 .2) 13hi.1 N/A N/___Major 2 N/A N/A__Int, I N/A N/A N/AMinor 2 1N/A N/A N/Int. Go Gauge ID: NIA Recal Date: N/A Result: NIAPitch No-Go Gauge NIA Recal Date: N/A Result:.

N/AID:Notes:kl) r-MeIridIir-IuRIUldIIIUWI Lveraguy~

-jvvire onsaUtiLIJ

-LohimF WeiLJ(2) External Minor.Diameter

= (Average)

-[2 X.Wire Diameter]

-[Shim Size]DISPOSITION TdalI Tral2.. Trial 3 Tral 4Adaptor Mark e- JMin. Minor Diameter from Adaptor Table 'R, S 7Acceptable?

(Yes or No)QC Signoff:QC Reviewed:

Li -4V-. f _ -Level: Date:Level: .Date:,o.t~- /317 SO 7.1 TMI.13 ISITopical Report 213 Attachment 2 Page 133 of 1008 REP-1 098-510 Appendix A, Page 93 of 348N 1091 PSC PROCEDURE SQ 7.1-I INSPECTION DOCUMENTATION DATA SHEET 7,11PS P09103/13 P'PRECISION Eage I of IRevision 0Project:

TM 1-40& YEAR TENDON SURVEILLANCE Tendon No.:Anchorage ID.:b. h n Tendon End/Buttress No.:5td/~4~S_7__ Adaptor ID:6-1,EQUIPMENT MICROMETER WIRE SHIMSThread Mic ID Recal Date ID No. Recal Date ID No. Recal DateExt.Major 2-7-Ext.Ext.Int.Manor N/A NIAMEASUREMENTS THREAD Aveag Wire Wire Shim AverageThread Read 31d atf 9kh Average Constant Diameter Size DiameterExt. ~ C 1 3i~7o 4Jj 37Major 2 J.375" q.3Pitch (1). _____ Z1* 1 %ZExt. 0Minor (2) 2 4Int. 1 N/A N/AMajor 2 N/A N/AInt. 1 N/A N/A N/AMInor 2 N/A N/A N/AInt. Go Gauge ID: N/A Recal Date: N/A Result: N/APitch No-Go Gauge NIA Recal Date: N/A Result: NIAID:LINotes:1 Extemarta Pitcn uiameter

=wveragel tv(Wre Constanij

-j~nim Sitzej(2) External Minor Diameter (Average]

-[2 X Wire Diameter]

-(Shim Size)DISPOSITION Tda1 I Trial 2 Trial3 Trial 4Adaptor Mark 8$45'Min. Minor Diameter from Adaptor Table C- IAcceptable?

(Yes or No)OC Signoff:QC Reviewed:

a.6 44<Level: c Date:,Level: Date:tJ-16 --63I17 SQ 7.1 TMI.13 ISITopical Report 213 Attachment 2 Page 134 of 1008 REP-1098-510 Appendix A, Page 94 of 348Project:

TMI 2013 TENDON SURVEILLANCE UNIT I(7.3)Tendon No.: ) Tendon End: " ShopANCHORAGE INSPECTION CRITERIAC, As-Found 0l Post De-Tensioning I Pre-Wire Removal El Post Re-Tensioning Q.C. Signoff;9,0 & 10,0 -CORROSION

& CRACK INSPECTION (9.2) Buttonheads Level: ( Cracks C.Ye1 o NIA(9.2) Anchorhead Level: A (10.1) Cracks rl:Yes.12) i rNo C N/A(9.2) Bushing Level: A (10.1) Cracks C1 Yes (2) W'o C1 NIA(9.2) Shims Level: (10.1) Cracks 0 yes.(2 y t)1 [1 N/A(9.2) Bearing Plate Level: A (10:1) Cracks Dl Yes( ) [No 0N NIAl1)_ Corrosion Level of C requires a NCR. (_ Compose a sketch of the cracks on Sketch Sheet 8.0 and Initiate a NCR.111 111 -RBJTTONHEAfl wn~PErTrflin Offsize (Malformed)

Protruding/unseated wire/buttonheads 0 Broken/missing wirelbuttonheads aPreviously identified as missingDiscontinuous

-removed thissurveillance 1 wire(s) being removed during thissurveillance for testing/ooooooooo",

0 0OO.Q 0 , 0OO 0\00:00000,00)000 00000000,00000 00000000000.000 I.o oo co DCo-oooo0 0000000000000 60600000o0o0o00

,0000000000CO/

\ 0000000,000000

\00000000D0000

\. 00000000

/ /00,0 0'/.K")00-.--.J54-(11.2) Anchorhead I.0. D,/Located on Sketch: 0Yes C1 NoBushing I.D. 419Located on Sketch: K Yes Cl No(11 .4) Missing Buttonheads Found:0 Yes El No AAdditional Information'

.1, 1 , hl2. P. vs-..Y- "11- If(12.2) Number of Protruding Buttonheads (w): = .(83) Illuminalion source e _ de I(12,3) Number of Missing Buttonheads (0, ,: 1_0(12.4) Total of Protruding

+ Missing Buttonheads:

1 (12.6) ContinuityTest Requested?

C]Yes IgNo(12.5) Total # of Effective Buttonheads Seated: Wires IdentifiedA es C] No(12.7) Overall Results 2Acceptable El Un-Acceptable Customer Notified NCR#;QC Reviewed:

P'. aP--"Level:Date: ../,D/3II-g p18 SO 8.0.TMI.13 ISITopical Report 213 Attachment 2 Page 135 of 1008 REP-1098-510 Appendix A, Page 95 of 348N1091 PSC PROCEDURE SQ 8.0ANCHORAGE INSPECTION Data Sheet 8.0BP .09/03113 PRECISION LANCE Page 1 of 1Revision" Project:.

TMI 2013 TENDON SURVEILLANCE I]UNIT 1.(7.3)Tendon No.: Tendon End: .ShopANCHORAGE INSPECTION CRITERIAEl As-Found 0] Post De-Tensioning I Pre-Wiie Removal El Post Re-Tensioning:

Q.C. Signoff9.0 & 10.0 -CORROSION

& CRACK INSPECTION (9.2) Buttonheads Level: (10.1). Cracks 0l Yest2 lfif N ] (9,2) Anchorhead Level: )(101) Cracks 12 Yes)t [l N/A(9.2) Bushing Level: (10.1) Cracks C3 Yes.(2) GO NtA(9.2) Shims Level: (10.1) Cracks C1 Yeste3 [] N/A(9.2) Bearing Plate Levelk .____ (A!001) Cracks C1 Yes.t2) 'o N/A-Corrosion Level of C requires a NCR, {3)- Compose a sketch of the cracks on Sketch Sheet 8.0 and initiate a NCR.11,0 -BUTTONHEAQ INSPECTION L.FT 66' Offslze (Malformed)

Protruding/unseated 1 1 1S wire/buttonheads 0 Brokenimissing wire/buttonheads 0000000*[ Previously identified as missing ' 00c0 0 00 0______ ___ ___ ___000000G0(0000 Discontinuous-removed this 0 0 00000 00surveillance

/0 0 .000000C<.'

S 0000000000000 wire(s) being removed during this O 0 0000 0 0O 0 000 0surveillance for testing 00000000000000

.0 00 000000:00 (11.2) Anchorhead.I.D..\

000 --00000000000 Located on Sketch: f es No 0 OOOOO O OO /Bushing I.D. \000 0O OO OO 00 O/0Busing.D.OW\oooooooooo

/Located on Sketch: K.Yes [I No \ 0{) 0 9O__ /(11.4) Missing Buttonheads Found: -"--... ....-/El Yes E1 No Quantity:

co /Additional Information:

• .,-(12.2) Number of Protruding Buttonheads

(,w): (8.3) Illumination source z.o(12.3) Number of Missing.

Buttonheads:

(0, ___ 0_(12.4) Total of Protruding

+ Missing Buttonheads:..

.Z) (12.6) Continuity Test Requested?

azYes B.No(12.5) Total # of Effective Buttonheads Seated: Wires Identified'YeS El No.(12.7) Overall Results GKAcceptable El Un-Acceptable Customer Notified NCR#:QC Reviewed:

Q { ) Level:, 2 Date:018 SO 8,0.TMI;13 ISITopical Report 213 Attachment 2 Page 136 of 1008 REP-1098-510 Appendix A, Page 96 of 34801 E NANCEN 1091 PSC PROCEDURE SQ 8.0ANCHORAGE INSPECTION Data Sheet 8.0A:09103113 Page 1 of IRevision 0Project:

TMI 2013 TENDON SURVEILLANCE gUNIT1(7.3)Tendon No.: Tendon End: : FieldANCHORAGE INSPECTION CRITERIA

... .....As-Found C1 Post De-Tensioning I Pre-Wire Removal 12 Post Re-Tensioning Q.C. Signoff0.0 & 10.0- CORROSION

& CRACK INSPECTION (92)Buttonheads Level: D (1) (101) Cracks 13 Yes e~ [ o 12N/A(9.2) Anchorhead Level.- (10.1) Cracks [1 Yes P) [1/ 12'1 NIA(9.2) Shims Level; , (10,1) Cracks [I Yes UTZo flN/A(9.2) Beating Plate Level: (10.1) Cracks ']:Yes I 12 N/A *(11-Corrosion Level of Orequires a NCR. 421Composea.sketch of the cracks on Sketch Sheet 8.0 and Mnitate a NCRd11.0 -BUTTONHEAD INSPECTION 0 Offsize (Malformed)

Proirudinglunseated W wire/buttonheads 0 Brokenlmissing wirelbuttonheads Previously identified as missing1 Discontinuous

-removed this,surveillance.

0 0 O 0 Q;O0.OO0000 000000000.00 000000001000 0000000000.00 0000000000000 00000000000000 0000000000000 0.©00000000000 000000000000.0 00000000000000 O0000000O.OO 000000000000 00000000.000 000000.oo 0:00000.0 mWre(s) removed durig thissurveillance for-testnin (11.2) Anchorhead I.D. :SIG:Located on Sketch: N Yes D2 No(11.4) Missing Buttonheads C] Yes C] No, Quantity:

ýAAdditional Information:

4Aita U~k. -475.1. I. / 77"I(12.2) Number of Protruding Buttonheads (w): 0 (8.3) Illumination source _(__,__I-__4*.

(12.3) Number of Missing Buftonheads (0 : _(12.4) Total of Protruding

+ Missing Buttonheads:

_ (12.6)'Continuity Test Requested?

r] Yes 95 No(1 2.5) Total # of Effective Buttonheads Seated; Wires Identified?

Q/,m r No(12.7) Overall Results ZAcceptable E] Un-Acceptable Customer Notified NCR#: At -QC Reviewed:

Pa2Level: :1: Date: /03zý /18 $0 &U.MI.13 1S11Topical Report 213 Attachment 2 Page 137 of 1008 REP-1098-510 Appendix A, Page 97 of 348Project:

TMI 2013 TENDON SURVEILLANCE UNIT 1(73)Tendon No.: 30 3 Tendon End: , FieldANCHORAGE INSPECTION CRITERIA._

El As-Found

[I Post De-Tensioning I Pre-Wire Removal:

E] Post Re-Tensioning Q.C. Signoff9.0 & 10.0 -CORROSION

& CRACK INSPECTION (9.2) Buttonheads Level: A, (1) (10.1) Cracks ]Yes (2 [JIo, [I N/A(9.2) Anchorhead Level: (10.1) Cracks E] Yes O El NIA(9.2) Shims Level: A (1) (10.1) Cracks El Yes (2)t El NIA(9.2) Bearing Plate Level: (10.1) Cracks El"Yes 2I) [] N/A a -t(" Corrosion Level of C requires a NCR. Compose a sketch of the cracks on Sketch Sheet 8.0 and initate a NCR.11.0 -ByTTONHEAD INSeCTION A5 L F7-5 A4 1l Offsize (Malformed)

Protruding/unseated 7 --v wire/buttonheads 0 Brokenlmissing wire/buttonheads i00 0.... / OOO0000* Previously Identified as missing 0 0 00 00000o0000000000Discontinuous

-removed this 000000000000 surveillance.

0000000000000 vire(s) removed during this 000000O 000S surveillance for testlng O0OOOOOOOOOOOO 0000000000(D000 00000000000000 (11.2) Anchorhead I.D.. 114o00 00000 0,00000000000000.0 Located.

on Sketch: 91 Yes E-]"No 0O D0 0 0 0 O oG 0 ) 0 O.O G .(11.4) Missing Buttonheads Found: 00 0 0 0 0 00 00El~osEl~o00000000 r'Yes [I No Quantity:/K 0000000OO~ooo ooAdditional Information:

i \_ %If s~ ak S 4A I. -4I7 5 A M an Laii -(12.2) Number of Protruding Buttonheads (w): 0 (8.3) Illumination source(12.3) Number of Missing Buttonheads (0, g): 0(12.4) Total of Protruding

+ Missing Bultonheads:

a (12:6) Continuity Test Requested?

El Yes 0-No(12.5) Total # of Effective Buttonheads Seated: Wires

{s El No(12.7) Overall Results C&Acceptable El Un-Acceptable Customer Notified NCR#: ,JA JerLe0C. Reviewed:

.., Level- .Date: 106o/ iii18 SOO :0.TMI,13 ISITopical Report 213 Attachment 2 Page 138 of 1008 REP-1098-510 Appendix A, Page 98 of 348N1091 PSC PROCEDURE SQ 8.3BEARING PLATE INSPECTION DATA SHEET SQ 8.3,:0910313Page 1.0f:Revision 0Projecti TMi2013 TENDON SURVEILLANCE

• UNIT 1Tendon No.: Tendon End:

• Shop: 0 Field(7.4) Bearing Plate Identification

1. A LIk *O /A,4e-1. Orient the bearing plate with (he.sketch below,2. Locate thefbearing plate identification and document the location on the sketch>3. Sketch all cracks, including other defects, existing on the concrete In the area surrounding the tendon anchorage for a distance of:24 inches from the edge of the bearing plate.4. For cracks equal to orwider than O;0.010 inches, document condition on an Nonconformance Report in accordance withProcedure QA 9.0, NONCONFORMANcES.

for Exelon approval.

On Hoop and dome this edge is.upýVertical rendon, this is toward thecenter of the containment.

IAuxiliary Light. Source us~ed": r] YesUA No(7.3)soIllttumination .10(7.5) Cracks > 0.010" 0 Yes 1 No Quantity:

Max. Width: Max Length:ý NCR#:OCIseco:Level:

Date: -'ZIAC Reviewedt U: -6? L L--&(Level:Date: 1 1o3 0w19 SO 8.3 TMI.13 IS[Topical Report 213 Attachment 2 Page 139 of 1008 REP-1098-510 Appendix A, Page 99 of 348N1091 PSC PROCEOURE SQ 8.3BEARING PLATE INSPECTION DATA SHEET SQ:8.309103/13page 1 of 1Revision 0Project:

TMI 2013 TENDON SURVEILLANCE UNIT ITendon No.: 30 .Tendon End: J, L Shop EZ Field(7.4) Bearing Plate Identification

1. IOU, -./ !e .1. Orient the bearing plate with the sketch below.2. Locate the bearing plate identification and document the location on the sketch.3. Sketch all cracks, including other defects, existing on the concrete in the area surrounding the tendon anchorage for a distance of24 inches from the edge of the bearing, plate.4. For cracks equal to or wider than 0.010 Inches, document.condition on an Nonconformance Report in accordance withProcedure QA 9.0, NONCONFORMANCEs, for Exelon approval.

• .1( e.Wk 41r. "4JCM4- ;6 34 (E1S10%5" On Hoop and dome this edge isup.Vertical Tendon, this is toward thecenter of the containment.

Auxiliary Light Source used: [I Yes(W No(7.3) Illumination source:(7.5) Cracks 0.010' Yes Quantity:

f,. Max. Width: 44 Max Length: V NCR#:QC Inspect.or:

Level: Date:.)C Reviewed:

fJ 7Level: Date: ,/3o/ ) ?v(,19 SO 8.3 TMI.13 ISITopical Report 213 Attachment 2 Page 140 of 1008 REP-1 098-510 Appendix A, Page 100 of 348N1091 PSC PROCEDURE SQ 9.0MONITOR TENDON FORCEDATA SHEET 9.009103/13Page 1 of iRevision 0Project:

TMI 40TH YEAR TENDON SURVEILLANCE 19 Unit I(7.6)Tendon No.: .. ,b" Tendon. End:. ..,o4 ',. W.Shop C1 FieldLIFT-OFF INSPECTION CRITERIA Q.C. Signoff(9.3) Temp. of Concrete:

Q. -F Thermometer No.: L Recl Date: ,j-,/- 74Ambient Termp.: L1?_ oF ThermometerNo..

pKA RecalDate:

.A- .-a -1(9.4). Anchorhead and Stressing Adapter Threads:

&Acceptable

[l-Unacceptable:

(9.5) Number of Effective Wires:.(9.6) Anchorhead and Stressing Adapter Engagement/Alignment,:

IX Acceptable

(] Unacceptable

/0 .(9.7ý RAM ID. qZol RecalDate:

end ofjob RAM Area: z33A K=Gauge ID: Recal Date: Daily Check: ,orq(9.8) Shim Stack Height; #1 /f, 75 in. #2 4.7.5 in. Ruler ID: .Recal Date:Individual Shims: Stack.U1.:

VzLZ in. Stack #2: ../ 3in(9.9) Lift-off Overstress Force (LOSF): .I 0 Z- kips Pressure.

62315.3 Psi(9.10) PF: IZ kips 95% PF: j0S kips 90% PF: /6 ZB kipsPs' ( ./gsi psi (9.11.5)

As-Found Lift-Off (90 11.13) Circled ValuesStack#. !) psi Stack #2:. 1)1) 5 ?j psi2) psi 2) s 2) 502:Cl psi.3)I IIi 3). k5"Cb psi 3) psi(9.11.13)

End Average Force (this end):. 1 k --' Average:

f;,DD psi:(9.11. 14) End Avg. Force (other end): 61.6, kips (9.11.15)

AverageLiftoff(ALV)

/20,O01 kips.(9. 1.16) Liftoff (ALV) Acceptance Criteria; a) KAcceptablo

-ALV is > 95% PFRb) El Adjacent Tendons to be stressed

-ALV is < 95%PF but _ 90%PF. Document on a NCR.c) [E Unacceptable

-ALVis -90%PF. Document an a NCR. NCR.Required C3 Yes 0 No Customer Notified NCR No.: .4(9. 1.17) A..djacent T~e~ndon Li(t-Offs (Noe.,: Use a separate Data Sheet 9.0 to document Liftoff (ames.){ AdJ Tendon: __ -- Acceptable

-ALV> 95% of PF, The original scope tendon SHALL bea) This Tendon: _ restored to within -01+6% of PF, but in no case, no greater than 0.70 GUT IsAdj Tendon: determined for the number of effective wires. USIEXELON Notified:

I] Yes EJ No Name/Date:

oreIt.b) Adj Tendon:.

Ql Unacceptable

-, ALV < 95% of PF for either tendon. .Document the condition

) .Adj Tendon: on a. NCR. ,T n oCustomer Notified NCR No.:AdJ Tendon: -El Unacceptable

-ALV < 90% of PF for either tendon. Document the conic { Adj Tendon: on a NCR..Customer Notified NCR No.:OC Reviewed:

£1 Level: Date: ______21 SO 9.0 TML 13 ISla:Topical Report 213 Attachment 2 Page 141 of 1008 REP-1098-510 Appendix A, Page 101 of 348N1091 PSC PROCEDURE SQ 9.0MONITOR TENDON FORCEDATA SHEET 9.009/03113Page 1 of 1Revision 0IProject:

TMI 40" YEAR TENDON SURVEILLANCE 59 Unit I(7.6)Tendon No.; b 163 Tendon End: .. JA4 .Shop FieldLIFT.OFF INSPECTION CRITERIA Q.C. Signoff(9.3). Temp. of Concrete:

T "Thermometer No.: 17-b2 Recal Date: 13Ambient Temp.: 14-F Thermometer No.: P It: Recal Date: j- ,9.. (9.4) Anchorhead and Stressing Adapter Threads:

Acceptable C3 Unacceptable (9.5) Number of Effective Wires:. 1.(9.6) Anchorhead and Stressing Adapter Engagement/Alignment:

N Acceptable 53 Unacceptable (9.7) RAM ID: .. _ Recal Date: end ofjob RAM Area: 5',i=, K = [ , Il7'Gaugel D: alls37sj Recal Date: b4,,JV Daily Check: ,'. o(9.8) Shim Stack Height: #1

• 41 5 in, #2 _4&15 In. Ruler lD: RecalDate:

/1.9t9115 Individual Shims: Stack #1: -@"4 V4 in. Stack #2: 4-41 In.(9.9) Lift-off OverstressForce(LOSF):

...kips Pressure:

p 3 Psi(9.10) PF: JJ kips 95% PF.: 10045 kips 90% PF: Rf kips_4psi 44h1. ez, psi psi(9.11.5)

As-Found Lift-Off (9.11.13)

Circled ValuesStack#1:

1) g'f psi Stack #2: 1) 1 psi 1) psi2) SZVl psi 2) pi2)ps3) 4;i40 psi 3) psi 3) ,.IM psi(9.11.13)

End Average Force (this end): /ZIS, /,9 kips .., Average ps(9.11.14)

End Avg. Force (other end), .kips (9.11.15)

Average Liftoff (ALV) =,61' kips(9.11.16)

Liftoff (ALV) Acceptance Criteria:

a) k Acceptable

-ALV is>_ 95% PF.b): El Adjacent Tendons to be stressed

-ALV.Is < 95%PF but i 00%PF. Document on a NCR.c) E] Unacceptable--

ALV is< 90%PF. Document on a NCR.NCR Required El Yes 0 No Customer Notified NCR No.: *.(9..11.17)

Adiacent Tendon Lift-Offs (Note: Use a. separate Data Sheet 9.0 to documrnt.Lifloff forces.){ AdJ Tendon: Cl Acceptable

-ALV > 95% of PF, The original scope tendon SHALL bea) This Tendon: _ restored to within -01+60% of PF, but in no case, no greater than 0.70 GUTSAdJ Tendon: determined for the number of effective wires.EXELON Notified:

-] Yes El No Name/Date:

,A _,b)i Adj Tendon: n_ Unacceptable-ALV < 95% of.PF for:either tendon, Document the condition LAdJ Tendon: on a NCR. .iACustomer Notified NCR No.:_7_ _c) Adj Tendon: __ El Unacceptable.-

ALV < 90% of .PF for either tendon. Document the condi10oc)LAdj Tendon: on a NCR.Customer Notified NCR No.:QC Reviewed:

a Level: .Dateoc~o.,..oA Lo0,21 SO 9.0:TMI.13 ISlaTopical Report 213 Attachment 2 Page 142 of 1008 REP-1 098-510 Appendix A, Page 102 of 348'.N1091 PSC PROCEDURE SQ 12.0I' REPLACE GREASE CAPDate Sheet 12.0, 09103113I PRECISION ANCE Page 1 of 1* : Revision 0Project:

TMI 40T4 YEAR TENDON SURVEILLANCE Tendon No.: Tendon End; 5QJLO...

J Shop. ElFieldANCHORAGE INSPECTION CRITERIABEARING PLATE SURFACE PROPERLY PREPARED:,

GREASE CAP SURFACE PROPERLY PREPARED:

GASKET MATING SURFACE PROPERLY PREPARED:

STUD/BOLT HOLES PROPERLY PREPARED:

FOREIGN MATERIAL EXCLUSION CONTROLLED:

[O/YESNYESVyESAYES[L NOLINOElINOEl NOEl NOCOMMENTSCREW FOREMAN SIGNOFF Date: -1pll'c~Llqe",Level: -9ý-QC. Reviewed:

Date: ___ ___/30 SQ 12.0 TMIA13 ISITopical Report 213 Attachment 2 Page 143 of 1008 REP-1 098-510 Appendix A, Page 103 of 348Project:

TMI 40r" YEAR TENDON SURVEILLANCE Tendon No.: )Tendon End: 6A*-'- E3 Shop q4FieldANCHORAGE INSPECTION CRITERIABEARING PLATE SURFACE PROPERLY PREPARED:

GREASE CAP SURFACE PROPERLY PREPARED:

GASKET MATING SURFACE PROPERLY PREPARED:

STUD/BOLT HOLES PROPERLY PREPARED:

FOREIGN MATERIAL EXCLUSION CONTROLLED:

@YESS'YESV/eZCLJNOEl NO[I NOEl NO[INOCOMMENTS

.-CREW FOREMAN SIGNOFF _kJ, Date: v5.dQC Reviewed:.

/2 .LA Level: 7 Date: ;_ __,_,30 SO 12.0 TMI.13 ISITopical Report 213 Attachment 2 Page 144 of 1008 REP-1 098-510 Appendix A, Page 104 of 348Project:

TMI 401n YEAR TENDON SURVEILLANCE Tendon No.'GREASE REPLACEMENT 0C SIGNOFFS(8A) Grease Used NEW 0' OLD -TEST DATE: 0 ACCEPTABLE 1 [ APPROVAL LETTER8.0 PREREQUISITES DATED:(8.5) Total Grease Loss from Data Sheet 6.0 for tendon end: 3,. gal.(8.6) Total Grease Loss from Data Sheet 6.0 for , -A" tendon end: 4,o gal.(8.7) Estimated grease losses from teaks for 4 j tendon end: o gal.(8.8) Estimated grease losses from leaks for 5"6 tendon end: 0 gal(8.9) TOTALTendon Grease Loss: I go,-13.0 POURING AND HAND PUMPING -FIRST END(13.6) Ambient Temp.: 4 4 Thermometer ID; -29A Recal Date:(13.7) Grease Temp;: ; 6 Thermometer ID: P ,4 Recal Date:(13.9) !anila Grease Height (a) / 8175 In. (i3.12) Final Grease Height (b) /.1,ý_5 n.(13.14) Total amountof Grease added: s,3 gal. (a-b)x,177 intofthe ALA,/h end(13,16) Quantity of Waste Grease: .gal. (13.15) 0 Poured Hand Pumped(13.17) Total Grease R acedthis end: 1 jgal.13.0 HAND PUMPING -SECOND END(13.6) Ambient Temp.:. O Thermometer ID: Rk- A Recal Date:.(13.7) Grease Temp.: ?OO OF Thermometer ID: Recal Date:(13.9) Initial Grease Height (a) 2.L,5S in. (13.12) Finja Grease Height (b) 2.(13.14),Total amount of Grease added: -,jcl gal (a-bx,.7?

into the , end(13.16) Quantity of Waste Grease: C gal. (13.15) E- Poured I4 Hand Pumped(13.17) Total Grease Replaced this end: gal..14.0 CALCULATION OF PRESSURE PUMPING(14.1) Total Tendon Grease Replaced:

.j , gal. (13.1t7 + 13.17).(14.2) Net Tendon Duct Grease Volume: p) gaL -iSo I , 22-eo rend on&,ei, a furm(14:3) Percent Difference:

Total Tendn Replaced (14.1)- Total Tendon Lss (8.9).Not Tendon:Duct Grease Volume (1412)(14.4) Grease Leaks: El Yes M No ."! .!(14.5) Refill Acceptable:

a Yes 7ess than. tO%) .0. No rgeater than 1o%) ,. oIf No -*Customer Notified NCR No.::(14.6) Comments:

.A,QC Reviewed::

Level: Date_31 S` 12,1 TMI.13 ISITopical Report 213 Attachment 2 Page 145 of 1008 REP-1 098-510 Appendix A, Page 105 of 348N1091 PSC PROCEDURE SQ 6;0:GREASE CAP REMOVALData Shoet 6.009/03/13=M ANPagel of 1IRevision VProject:

TMI 40TH YEAR TENDON SURVEILLANCE UNIT 1(7.3) Tendon No.: H1,/ -03 Tendon End: I I Shop i-1FieldGrease Cap Removal __________

(7.6) Date Removal Started:

2!i" jZ 015 Q.C. Signoff(7.7) Dry Ice Used on Grease Cap and/or Anchorage 0 Yes 0 No,(1.8) Temp. of Concrete:

7- OF Thermometer No.: _ST__ _ Re-Cal Date: ,D-.l- IAmbient Temp.: 71 OF Thermometer No.: pK A ReeCal Date: 10"1- (4(8.4) Anchorhead l.D.: Anchorhead Verification:

9 Match 03 No-Match

&II -, Ii(8.5) Grease CoatingGrease Cap -Complete 7 Partial Uncoated

.Buttonheads-Complete Partial Uncoated

%Anchorhead

-Complete Partial Uncoated

%Shims -Complete Partial Uncoated

%Bearing Plate -( Complete Partial Uncoated

%________

i-Limited within the inside diameter of the grease cap... .. ..... .t(8.6) Unusual Conditions:

AJ6AI._ka fl-12-IL 0(8.7) Grease Color Match: U Yes O No Grease ColornComments:

A/d-,c Nd- 2(8.8) Quantity of Samples 2- Quart Samples identified per. Step 8.8.1? kYes [I NOLocation of El A.H. 0 B.P. El Shims J Cap [l DuctRemoval(8.9) Qty. of Grease lost during removal of cap: b,Z. gal; 4& q(8.9.1) Grease from cap to be reused? 0 Yes j No Qty. of Grease removed from cap: 4,D gal.(9.6) Qty. of Grease removed from anchorage:

oD5 _gal. Li- tz-,(9.7) Damage during cap removal or anchorage cleaning?

[I Yes 0 No Oescribe:

da0,"-4.1 .t or ! 4*t. -/ _ .1. , 1 l. '(10.3) Method of Tendon Protection:

.,,/ .....V(10.4) Amount of Grease Loss from Tendon duct: ,,. gal,(10.5) Total quantity of lost grease (below):.

(8.8) + ÷(8.9) VZ6 + (8.9,.1)

Q + (9.6) 6 + (10.4) ...= TOTAL(11.1.2)

Document TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENT.

OYes 0 No ,QC Reviewed:

/ (' Level: Date: ,I013 SQ 6.0 TMI.1.3 ISITopical Report 213 Attachment 2 Page 146 of 1008 REP-1 098-510 Appendix A, Page 106 of 348Project:

TMI: 40' YEAR TENDON SURVEILLANCE

UNIT I(7.3) Tendon No.

H /13 303 Tendon End: f)u4.3ie;S

.fl Shop t@ FieldGrease Cap Removal(7.6) Date Removal Started:

Q Z = J Q.C. Signoff(7.7) Dry Ice Used onGreaseCap and/or:Anchorage.

0 Yes { No(7.8) Temp. of Concrete: !F Thermometer No.: ST"6-. Re-Cal. Date: /- ,Ambient Temp.; 7) OF Thermometer No.: £344 .ReaCal Date: /0- i4(8.4) Anchorhead I.D. 471 Anchorhead Verification:

MatchI I No-Match I(8.5) Grease Coating.Grease Cap -Complete Partial Uncoated

%Buttonheads

-Complete Partial Uncoated

%.Anchorhead

-Complete Partial Uncoated.

%"Shims -Complete Partial Uncoated

%Bearing Plate -(1) Complete Partial Uncoated

% M .I .Limited within the inside diameter of the grease cap.(8.6) Unusual Conditions:

A -Ol".(8,7) Grease Color Match:. C- Yes .No Grease Color _A14 I;*lkJComments:

-i4e yL(8,8) Quantity of Samples 9... Quart Samples identified:per Step 8.8.1? E Yes, [I NoLocation of 03 A.H. 0 B.P. 0 Shims M Cap .0 DuctRemoval Lad (8.9) Qty. of Grease lost during removal of cap: 0. S gal. .1e -.z-i(8.9.1) Grease from cap to be reused? 0 Yes ,No Qty. of Grease removed from.cap:

6 gal- 2(9.6) Qty.. of.Grease removed from anchorage:

j1,S gal. ii-iZ-.(9.7) Damage during cap removal or anchorage cleaning?

C1 Yes Kio Describe:

A& W.e'f)- TW- V" 3rAI- q fpe -S(10. 3) Method of Tendon Protection:

4 h(10.4) Amount of.Grease Loss from Tendon duct: .i-.t(105) Total quantity of lost grease (below):(8.8) 0 .5 (8;9) , (8.9.1) $ ÷ (9.6)O,?5 (10.4) _ = J TOTAL(11.1.2)

DocumentTOTAL grease lost on Data Sheet 12,1, GREASE REPLACEMENT;

.Yes 0] No l '/ ZQC Reviewed:

kpLevel4 -:Date: /aI13 SQ 6:0 TMI..13 ISITopical Report 213 Attachment 2 Page 147 of 1008 REP-1 098-510 Appendix A, Page 107 of 348N1091 PSC PROCEDURE SQ 6.1INSPECT FOR WATERp2 N~cData Sheet 6.1PRECISION ANCE 09/03P13Page 1 of. 1Revision 0Project:

TMI 4eT YEAR TENDON SURVEILLANCE 2 UNIT 1(8.1) TendonNo.:

j ..Tendon End: -Shop El Field(9.5.1) DURING REMOVAL OF GREASE CAPWater Detected:

E] Yes &No Quantity:

V Sample Taken. E- Yes El No RJ N/AMoisture

==

Description:==

Cl Observable Moisture nl Significant Moisture j Not Applicable Comments:

(9.6.1) INSIDE GREASE CAPWater Detected:

F1 Yes I4 No Quantity:

) Sample Taken: E] Yes C] No NIAMoisture

==

Description:==

C] Observable Moisture E] Significant Moisture Applicable Comments:

Jo-" IkL' 11-12-1.(9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected:

"- Yes (,No Quantity:

.Sample Taken: E-]Yes nl No N/AMoisture

==

Description:==

C] Observable Moisture El Significant Moisture 19 Not Applicable Comments:

w&-- /l-J- /13(9.9.1) DURING DETENSIONING Water Detected:

E] Yes ZLNo Quantity: Sample Taken: El Yes El No ZLN/AMoisture

==

Description:==

E] Observable Moisture El Significant Moisture gLNotApplicable

Comments, (11.1) NOTIFICATION AExelon Notified:

E] Yes Individual Name: Date:SAMPLE IDENTIFICATION AND STORAGE ,/A(12,2) Samples adequately identified:

El Yes(12.3) Samples stored at:0QC Signoff:1A1- 41 11,Level:Level: __a:Date: 1L--IS213 Date: 1/ )o//3QC Reviewed:

IA*I.-I -14SOS06.1TMI.13 ISITopical Report 213 Attachment 2 Page 148 of 1008 REP-1098-510 Appendix A, Page 108 of 348Project:

TMI40TH YEAR TENDON SURVEILLANCE

.UNIT I(8.1) Tendon No.:: 1 13 3 Tendon End: C ] El Shop KField(9.5.1) DURING REMOVAL OF GREASE CAPWater Detected:

[] Yes ,No Quantity:

0 Sample Taken: [: Yes El No N/AMoisture

==

Description:==

E] Observable Moisture F Significant Moisture

[ Not Applicable Comments:

, e- V,&e 11 0(9.6.1).INSIDE GREASE CAPWater Detected:

C3 Yes .No Quantity: Sample Taken: C] Yes (] No R NIAMoisture

==

Description:==

El Observable.

Moisture

.E- Significant Moisture 5 Not Applicable Comments:

--

iS(9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Wfhntar 1"tc3teftd:

nl Y IV Nn uanftitv:

.RSampnl ThkAn: Ml Yes r In No N/AMoisture

==

Description:==

C] Observable MoistureComments: El Significant Moisture.

11-12-13..

19 Not Applicable (99.1) DURING DETENSIONING Water Detected:

r] Yes C4 No Quantity:

, Sample Taken: C1 Yes

• No: [ N/AMoisture

==

Description:==

n- Observable Moisture El Significant Moisture KNot Applicable Comments:

.Jb0J(11.1) NOTIFICATION Exelon Notified:

E3 Yes, Individual Name: Date:SAMPLE IDENTIFICATION AND STORAGE(12.2) Samples adequately identified:,

ElYes(12.3) Samples stored at:QC Signoff:

11, ---L_ _ .Level: Date: ,,/__ ,____QC Reviewed:

aLevel: ILCDate:Up14SO.,1.TMLI3 ISITopical Report 213 Attachment 2 Page 149 of 1008 REP-1 098-510 Appendix A, Page 109 of 348N1091 PSC PROCEDURE.

SQ 7.1INSPECTION DOCUMENTATION DATA SHEET 7.109/03/13.

• .PRECIS6N

• LANCE Page 1 of IRevision 0Project:

TMI -40b YEAR TENDON SURVEILLANCE Tendon No.: J1 / 5- Tendon End/Buttress No.:.LA~A4tsI s ,D&Anchorage ID.:-9,S0 Adaptor ID:.. -1i4IEQUIPMENT MICROMETER WIRE SHIMSThread MIc ID Recal Date: ID No. Recal Date ID No. Rocal DateExt,Major )C," 52 2-7-jExt.Pitch 'l 2-7-(14 .b iVlIIIq I/ g.z l/IPitch ic &2- 2-7 14 SW Io-IiQ-20-44 Ext.Major N/A N/AMaiorInt..Minor N/A N/AMEASUREMENTS THREAD Wire Wire Shim AverageThread Read 3rd 8hth Average Constant Diameter Size DiameterExt. _ _Major .2 l 3 "/Ex-t._______ 2, 9,z1MoPitch (1) 2 -431A- Igo IFExt.Minor (2) 2 tozi,, (,.Int. I N/A WNAMajor 2 N/A N/Alnt. I N/A NA N/AMinor 2 N/A NIA N/AInt. Go Gauge ID: N/A Recal Date: NIA Result: NIAPilch No-Go Gauge N/A Recal Date: N/A Result: N/AID:klrNotes:i) Extemarl Pitchn uiameter L~veragel.-

Lwire .,onstatMJ

-torim Sirej(2) External Minor Diameter

= [Average]

-[2 X Wire Diameter]

-[Shim Size]DISPOSITION QC Signoff:QC Reviewed:

I17 SO.7.1 TMI.13 ISITopical Report 213 Attachment 2 Page 150 of 1008 REP-1098-510 Appendix A, Page 110 of 348Project:.

.TMI -40..YEAR TENDON SURVEILLANCE

............

Tendon No.:, H I. ")05Tendon Endlluttress No.:A114ý37Anchorage ID.:71i' .Adaptor iD:EQUIPMENT MICROMETER WIRE SHIMSThread Mic ID Recal Date ID No. Recal Date: ID No. Recal DateMaior ~Ext.Ext.

2.. 7- I4l ID-//-I/ 1 q.z-.-.Manor NIA NIA I -NInt.Minor N/A N/AMEASUREMENTS THREAD Wire Wire Shim AverageThread Read 3 th th Average Constant Diameter Size.. DiameterExt.Major 2 Cjr343 4 q,34"7 ?,3_5__,_

Ext.. 1 037Pitch (1) 2______ IL3iExt. .1Minor (2) 2 ,2tnt. 1 N/A, N/AMajor 2 NIA N/A.Int. 1 N/A N/A N/AMinor 2 N/A N/A NIAInt. Go Gauge ID: NIA Recal Date: NIA Result: N/APitch No-Go Gauge NIA Recal Date:. NIA Result: N/AID: _ _ _ __._ _ _ _ _N2 .(1) External Pitch Diameter

= (Averagel

-(Wire Constant]

-[Shim Size](2) External Minor Diameter

= [Average]

-(2 X Wire Diameter]

-[Shim Size]DISPOSITION I Trial1 I Trial 2 1 Trial 3 1 Trial 4 1Adaptor Mark -Min. Minor Diameter from Adaptor TableAcceptable?

(Yes or No)OC Signoff:0C Reviewed:

~.1~..&A

.A lu £-l~Ue h~~Level:Level:Date:Date:17 SO 7.1 TMI.13 ISITopical Report 213 Attachment 2 Page 151 of 1008 REP-1 098-510 Appendix A, Page 111 of 348Project:

TMI 2013 TENDON SURVEILLANCE H.UNIT 1(7.3)Tendon No.: , -3 Tendon End: , ShopANCHORAGE INSPECTION CRITERIAAs-Found L- Post De-Tensioning

/ Pre-Wire Removal rI Post Re-Tensioning Q.C. Signoff9.0 & 10.0-CORROSION*&

CRACK INSPECTION (9.2) Buttonheads Level: A (10.1) Cracks LI Yes 0r N/A(9.2) Anchorhead Level: (10.1) Cracks 0I Yes rw L E NIA(9.2) Bushing Level: (10.1) Cracks 0I Yes (2) N Lo P N/A(9.2)Shims Level: 4 (1) (10.1) Cracks EL Yes (2) = CI N/A(9U2) Bearing Plate Level: (10.1) Ciacks [I Yes1) INO EL NIA{_ Corrosion Level of C requires a NCR: (2)_-. Compose a sketch of the cracks on Sketch Sheet 8.0 and initiate a NCR,11.0- BUTTONHEAO INSPECTION I Offsize (Malformed)

Protruding/unseated

-IIIIII0iJ W wire/buttonheads 0 Broken/missing wlrelbuttonheads Previously identified as missing 00 0 0 0 000___ _ ____ ____ ____00000000000 F Discontinuous

-iremoved this 00000000000 (Xsurveillance 0000000000000 wire(s) being removed during this , 0 0 0 0 0 00 0000.40surveillance for testing [ 0000 0000000000 C 0000000 C)000.00(11.2) Anchorhead I.D. S\00000000000000 Located on Sketch, ,JYes [INo \0000000000000 1\ o0000000oo0o/

Bushing I.D. \,,00 30000000,/

Located on Sketch: D Yes 0 No \ 00000000.

\<000000 o(11.4) Missing Buttonheads Found: J/AEL Yes LI No Quantity/

/Additional Information:

,, 1t 1A,- 1X, 3'-(4.4A,4 /. #/.R)__(12.2) Number of Protruding Buttonheads (w)ý & (83) Illumination source f!ItL1~"

(Ci~I~tr/° I(12.3). Number:of Missing.Buttonheads.(0,

): 0 V 011, kL-(12.4) Total of Protruding

+ Missing Buttonheads:

0 (12.6) Continuity Test Requested

? E] Yes j No(12.5) Total # of Effective Buttonheads Seated: 1IM Wires Identified?

Yes LI No(12.7) Overall Results 9Acceptable LI Un-Acceptable Customer Notified NCR#: /4,QC Reviewed: c( Level: 7-1E Date: //A /13111a011018 SO 8.0.TMI.

13 ISITopical Report 213 Attachment 2 Page 152 of 1008 REP-1 098-510 Appendix A, Page 112 of 348Project.

TMI 2013 TENDONSURVEILLANCE UNIT 1(7.3)Tendon No.: 3" Tendon End: ,,ShopANCHORAGE INSPECTION CRITERIA,0 As-Found (W Post De-Tensioning I Pre-Wire Removal.

0 Post Re-Tensioning

• .. ..n .f& a l n,* *ll l IU ,U 0. 1 U -U : Ut.,U R LU IU l1 4. #,, di.l " : l uril/(9.2) Buttonheads Level:. A (10.1) Cracks [I DYes(21 12'o 0 NIA(9.2) Anchorhead Level: A (10.1) Cracks E) Yes(12) E19o r-1N/A(0.2). Bushing Level: A (1O.1) Cracks 0lYes.' I NIA(9.2) Shims Level: A 10.1) Cracks 0 Yes 0N(9.2) Bearing Plate Level: (10.1) Cracks 0 Yes t2) I'N0 0 NIA*(-Corrosion Level of C requires a NCR-.'2)- Composea sketch of thecrackeson Sketch Sheet 8.0 and Initiatesa NCR.11 A -BLITTAOdI-IAf IN5sp~r~Tifm COffsize (Malformed)

Protruding/unseated w wireibuttonheads 0 Broken/missing wire/buttonheads Previously identified as missingm .Discontinuous

-removed thissurveillance wire(s) being removed during thissurveillance for testingII +,c.. 2L, Ie,(+,',)/

./P1,e 7 -fe4-ce A ,i.chw e1:; 75,/\/oo.000000oN

/000O0000000

/000000000000

/o00000a00o0oooo00 00/00000000000000 00000000000,-

I00000000000000.

00000000000000

\00000000000000

\ ",Oo~oo~oooooo/

" \ ( 1 0- 0 o 40 ,¢) 0o 0 0 ( *0,0* \~00000000O0

\000.00000/

>C1 0C) ) O _X(11.2) Anchorhead

!.O. ValLocated on Sketch: QkYes C NoBushing .. " .Located on Sketch: Z'Yes 0'No(11.4) Missing Buttonheads Found: Nj/E0 Yes [] No Quantity:

/tAdoilional In formation:

'rAJ A LI -t IvaRPdIS-1i~

(12.2) Number of Protruding Buttohheads (w):: 0 (&3)y :imination source(12.3) Number of Missing Buttonheads (0, "_ _(12.4) Total of Protruding

+ Missing Buttonheads:

(12.6) Continuity Test Requested

? [] Yes I: No(12.5) Total # of Effective Buttonheads Seated:,

Wires Identified?Jls 0 No(12.7),Overall Results WAcceptable r]Un-Acceptable Customer Notified NCR#:. A wee 11, J V3QC Reviewed:

/. Level: °"'Date:___ __ ___ __ __ _....JJ 1/&oP18 SQ 8,0.TMI.13 IS!Topical Report 213 Attachment 2 Page 153 of 1008 REP-1098-510 Appendix A, Page 113 of 348N1091 PSC PROCEDURE SQ 8.0ANCHORAGE INSPECTION Data Sheet 8.0B09/03/13PRECISION LANCE Page 1 of 1Revision r,Project:

TMI 2013 TENDON SURVEILLANCE U UNIT 1(7.3)Tendon No.: Zj/3.7 Tendon End: ,T" fY'/e.SS IN /ShopANCHORAGE.

INSPECTION CRITERIA[I As.Found C' Post De-Tensioning/

Pre-Wire Removal I Post Re-Tensioning Q.C. Signoff9.0 & 10.0 -CORROSION

&CRACK INSPECTION (9.2) Buttonheads Level: A 0) (10.1) Cracks [] Yes 12 Z No El N/A(9.2) Anchorhead Level: A (,) (101.) Cracks. [l Yes.t1 if No 0 NIA ga.pr(9.2) Bushing Level: A (1) (10.1) Cracks [l Yes,(2) No EJ.NIA(9.2) Shims Level: A (1) (10.1) Cracks [I-Yes t2) 9 No 0] NIA(9.2) Bearlng.Plate Level: (10.1) Cracks C] Yes$21) NI No C1 N/ACorrosion Level of C requires a NCR. -Compose a sketch of the cracks on Sketch Sheet 8.0 and Initiate a NCR.1I.0,- BUTTONHEAD INSPECTION -i40.#n diy frt. -e oi o T III Offsize (Malformed) 12' 87Protruding/unseated

.[ 111%W wire/buttonheads 0 Broken/missing wvireibuttonheads (9 Previously identified as missing 000000000

___ _ _____ _____ __ 0 00000000000 Discontinuous

-removed this 000000000000 surveillance 00000000000000 wire(s) being~removed during this 00 000 0 0 0 0 00000 surveillance for testing 00000000000

.00S0000000000000 (11.2) Anchorhead I.D. 8o oo7 \ OOO OOOOOOOO..06 Located on Sketch: []Yes (JNo \00..0000000000\ 00..0000000000I BushingI.D.

q.50 \ 0 .0000000000 Located on Sketch: EYes [-No (D\. 00 0 0 00(11.4) Missing Buttonheads Found: 0.-.....

7SlYes .No QuNantity:TY

/Additional Information:

,. 5bL it .1 i t 1(12.2) Number of Protruding Buttonheads (w): ( (8.3) illumination source ", " e il ______(12.3) Number, of Missing Buttonheads (0, Kb: ___.._(12.4) Total of Protruding

+ Missing Buttonheads:

_ (12.6) Continuity Test Requested C1 No(12.5) Total # of Effective Buttonheads Seated: J (0 Wires Identified?

e (3 No(.12.7) Overall Results M Acceptable

[I Un-Acceptable Customer Notified NCR#: .QC Reviewed:

Level: Date:18 SQ 8,0.TMI, 13 ISITopical Report 213 Attachment 2 Page 154 of 1008 REP-1098-510 Appendix A, Page 114 of 348S E.N1091 PSC PROCEDURE SQ 8,0ANCHORAGE INSPECTION Data Shoot 8.OA09103113Page 1 of 1Revision 0vProject; TMI 2013 TENDON SURVEILLANCE

( UNIT 1(713)Tendon No,: ///3 -0 Tendon End: ' .FieldANCHORAGE INSPECTION

CRITERIA,

' ......" As-Found

-II Post De-Tensioning I Pre-Wire Removal [] Post Re-Tensioning Q.C. Signoff9.0 & ,0.0 -CORROSION

& CRACK INSPECTION*

(9.2):Buttonheads Level' A (10.1) Cracks 0. Yes < 0 N/A.(9.2) Anchorhead Level: A4.,t (10.1) Cracks 0[].Yes Vto 0 NIA(9.2) Shims Level. (10.1) cracks 0 Yes [] N/A(9.2)Bearlng Plate Level- A (10.) Cracks ,] Yeas rNo 0 NIA.(! -Corroslon:Levet of C requires a.NCR. I1Compose a sketch of the cracks onSketch Sheet 8.0 and initiate a NCR._44n 0"T nMW=A~flID r-rTI FJOffsize (Malformed)

Protruding/unseated.

' wi/rebuttonheads 0 Broken/missing wire/buttonheads

( Previously identified asmissing 9 1 Discontinuous

-removed thissurveillance.

I0wire(s) removed during thissurveillance for testing00.000000000000.0 000000000000 000000O00000 000000000.00000 00000000000.00 00000000000000 0000000000000 00000000000000 0000..0000000"00 000000000000 O0000,O0000o 000O0OOOO OO00000(11.2) Anchorhead I.D. 479Located on Sketch: 'Yes I]'No(11.4) Missing Buttonheads Found: &,/0 Yes [] No Quantity:

IlLAdditional Information:

fL;II. ~4AA. W. -2" ( ;\(12.2) Number of Protruding Buttonheads (w); (83) Illumination u sI;(12.3) Number of Missing Buttonheads (0, 9!:(12.4) Total of Protruding

+ Missing :Buttonheads:

"9 (12.6) Continuity'Test Requested?

[] Yes týJNo(12.5):Total

1. .of:Effecdive Buttonheads Seated: b Wres Identified?,/5 s [] No(12.7) Overall Results 1AAcceptable

[-]Un-Acceptable Customer Notified NCR#:QC Reviewed:

(4Level:2FEDale: , /J -/Ia-18 SQ. 8.0.TMI.13 ISITopical Report 213 Attachment 2 Page 155 of 1008 REP-1098-510 Appendix A, Page 115 of 348r -N1091 PSC PROCEDURE SQ 8.0ANCHORAGE INSPECTION Data Sheet 8.0A09103113PRECISION ANCE Page 1 of 1Revision 0Project:

TMI 2013 TENDON SURVEILLANCE UNIT 1(7.3)Tendon No.: J1- 63 Tendon End: / FieldANCHORAGE INSPECTION CRITERIA

..... ...C As-Found JA. Post De-Tensioning I Pre-Wire Removal C] Post Re-Tensioning:

Q.C. Signoff9.0 & 10.0 -CORROSION

& CRACK INSPECTION (9.2) Buttonheads Level: (10.1) Cracks [J Yes VQ RNo 0 N/A(9.2) Anchorhead Level: (10.1) Cracks 03 Yes l <BJi 0 N/A(9.2) Shims Level: (10.1) Cracks 0 Yes P' 'Ng 0 NIA(9.2) Bearing Plate Level: A (10.1) Cracks 0 Yes 121 or"o [I NIA £-Corrosion Level of C requires a NCR. 12) Composeaa sketch of the cracks an Sketch Sheet 8.0 and Initiate a NCR.11.0 -BUTTONHEAD INSPECTION 0 Offsize (Malformed)"

q' Protrudlinglunseated

" i'-Y]wire/buttonheads 0 Broken/missing wireibuttonheads

• Previously identified as missing 00 000000-__ ___ ____ ___00000000000 Discontinuous

-removed this 000000000000 surveillance..

0000O000000000 v) wre(s) removed d'uring this 0 0000000 O© ©00000O00000000000 00surveillance for testing OOOOOOOOOOOOOO 0000000000000 00000000000000 (11.2) Anchorhead

[.0. 00000000000000 Located on Sketch: 4 Yes 0 No 000000000000 (11.4) Missing Buttonheads Found: N/

0 00Ql YeS s No Quantity:

-(. 0000000Additional Information:

5 h~im ýIfk kA, -Ale -i..J-;.N (12.2) Number of Protruding Buttonheads

(.): ID (8.3) Illumination source .1 lc4 !.(12,3) Number of Missing Buttonheads (0,.; 9:19(12.4) Total of Protruding

+ Missing Buttonheads:

0 (12.6) Continuity Test Requested?

, Yes 5 No(12.5) Total #,of Effective Buttonheads Seated: 0L Wires Identiried, 4,s C No(12.7) Overall Results iW.Acceptable 0 Un-Acceptable Customer Notified NCR#: & 1141QC Reviewed:

§ q .Level: 37 Date: ., ./18 SQ 8.0,TMI.13.ISI Topical Report 213 Attachment 2 Page 156 of 1008 REP-1098-510 Appendix A, Page 116 of 348PRECI j L.ANCEN1091 PSC PROCEDURE SQ 8.0.ANCHORAGE INSPECTION' Data Sheet 8.0A09/03/13Page 1.0f lRevision 0Project:

TMI 20-13 TENDON SURVEILLANCE UNIT 1(7.3)Tendon No.: J 132-5 Tendon End: / FieldANCHORAGE INSPECTION CRITERIA0] As-Found

! Post De-Tersioning 1 Pre-Wire Removal E Post Re-Tensioning 0.C. Signoff9.0 & 10.0 -CORROSION

& CRACK INSPECTION (9.2) Buttonheads Level: (101) Cracks* Yes (2) 12 N/A(9.2) Anchorhead Level: (10.1) Cracks C] Yes (2) L C N/A(9.2) Shims Level: (10.1) Cracks 0 Yes (2) " i* 0 N/A(9.2) BearIng Plate. Level: A.A " (10.1) Cracks C- Yes ( No C NIA ,0("-Corrosion Levelof C requires a NCR.

• 0Compose a sketch of the cracks on SketchSheet 8.0 and i~nitiate.a NCR.11.0 -BUTTIONHEAO INSPECTION I Offaize (Malformed)

Protruding/unseated wife/buttonheads 0 Broken/missing wire/buttonheads I*Previously identified as. missingDiscontinuous

-remnoved thissurveillance.

D.-. A or beoiv,'i5 p11-6-74A. 0 i r 0f ./A04'0000000e Eft#JJL6 r4e4I!./ ooooooo~ooo 0000000000,0 00.0.000000000 00.00000000000 o oooo oo oobo.oo0, 00000000000000 0000000000000 00000000000000 00000000000000 00 00000000 0 00 00100,0000000000 00.00,0000000 00000000

.. /00000000wire(s) removed during thissurveillancefor testing(11.2) Anchorhead I.D. _,,_,O _Located on Sketch: 0 Yes [] No(11.4) Missing Buttonheads

Found: A?!0 Yes. [ No Quantity:

7' ýAdditional Information; e.W5 / ...Z,,,. .(.,(1.22) Number of Protruding Buttonheads,(w):

p (8.3). Illumination sou0ce i Cco .l, -d46.(12.3) Number of Missing Bultonheads (0 Lj'ao3(12.4) Total of. Protruding

• Missing Buttonheads:

(12,6) Continuity Test Requested? r, No(12.5) Total. # of Effective Buttonheads Seated: 69 Wires Identified?

Yes 0 No(12.7).Overall Results KAcceptable 0 Un-Acceptable Customer.Notified NCR#: I 43QC Reviewed:

Level:, jfDate: 1 Qo ,18 SQ 8.0.TM1.13 ISITopical Report 213 Attachment 2 Page 157 of 1008 REP-1098-510 Appendix A, Page 117 of 348N1091 PSC PROCEDURESQ 8.3BEARING PLATE INSPECTION DATA SHEET SQ 8.309103[13Page 1 of IRevision 0Project:

TMI 2013 TENDON SURVEILLANCE UNIT 1Tendon No.: J/. 3 Tendon End: uj,$ f Shop E3 Fied(7,4) Bearing Plate Identification#:

M.E.. 4 Mk Ioi4I. Orient the bearing plate with the sketch below.2.. Locate the bearing plate identification and document-the location on the sketch.3. Sketch all cracks, including other defects, existing on the concrete in the area surrounding the tendon anchorage for a dislance of24 inches from the edge of the bearing plate,4. For cracks equal to or wider than 0.010 Inches, document condition on an Nonconformance Report in accordance withProcedure OA 9,0, NONCONFORMANCES, for Exelon approval.

On Hoop and dome thisedge isup.Vertical Tendon, this is toward thecenter of the containment.

~ 01~Y(.4~ td~4b I4CA4; ows.Auxiliary Light Source used: j Yes[] No(7.3) illumination ui r, , ,.f. , tsource:.

awhp'&i 0'(7.5)Cracks>-0.010"

[]Yes (gNo Quantity:

Max.Width:

Max Length: NCR#: At /QC Inspector:

Level: 5 Date:LeveRvieed Date: A19 SQ 8.3 TMI.13 IS).Topical Report 213 Attachment 2 Page 158 of 1008 REP-1098-510 Appendix A, Page 118 of 348Project:

TMI 2013 TENDON SURVEILLANCE

[ UNIT 1Tendon No,: 1H -0L Tendon End: 34j4C]."

El Shop []Field(7.4) Bearing Plate Identification,#:

.1. Orient the bearing plate with the sketch below..2. Locate the bearing plate identification and document:the location on the sketch.3. Sketch all cracks, including other defects, existing on the concrete In the area surrounding the tendon anchorage for a distance of24 inches from the edge of the bearing.

plate.4. For cracks. equal to orwiderthan 0.010 Inches, document condition on anNonconformance Report in accordance withProcedure QA 9.0, NONCONFORMANCES, for Exelon approval.

On Hoop and dome this:edge isup..tVertical!

Tendon, this is toward thelcenterof the containment.

CoakAl-A 6t4 LO f /A4L iS f ieltAvr.Auxiliary Light Source used: [Yes[3 No(7.5) Cracks a 0.010" 0 Yes K.No Quantity:

Max. Width: 44 Max Length:-

NGR#-. 'QC Inspector:.

Level: Date:. V- tMAIJC Reviewed:

Level:Date: /_/C)_ohI.19 SQ 8.3 TM1.131SI Topical Report 213 Attachment 2 Page 159 of 1008 REP-1098-510 Appendix A, Page 119 of 348N1091 PSC PROCEDURE SQ 9.0MONITOR TENDON FORCEPDATA SHEET 9.009103113Page I of 1Revision 0____i Dae SinProject:

TMI 40T 'YEAR TENDON SURVEILLANCE 0 Unit i(7 .6)Tendon No.:

End:. 3,1t4_t.,rvss l.. {Shop 0] FieldLIFT-OFF INSPECTION CRITERIA O.C. Signoff(9.3) Temp. of Concrete-:

71 Thermometer No.: 51l: Recal Date: Ambient Temp.: .F Thermometer No.: P.r Recal Date- ______"____

9.4) Anchorhead and Stressing Adapter Threads : [ Acceptable

[ Unacceptable 90.5) Number of Effective Wires: .,(9.6) Anchorhead and Stressing Adapter Engagement/Alignment:

Acceptable l Unacceptable

.,(9.7) RAM ID:; Recal Date: end otjob RAM Area: Z K "Gauge ID, i Recal Date: t Daily Check: .( A(9.8) Shim Stack Height: #1 1,,3 in. #2 13,1 In. Ruler ID: t Recal Date: 1&1-1#Individual Shims: Stack #11l: n. Stack #2: , ..,(9.9) Lift-off Overstress Force (LOSF): ._. __ kips Pressure:

'055 4. psi(9.10) PF: 1141 kips 95% PF, 14 ( kips 90% PF: i1Z-7 kipsS!Malp. psi psi:03Z44 si(9..11.5)

As-Found Lift-Off (9.11.13)

Circled ValuesStack#1:

1) psi Stack#2:

1) p 1) pOt) psi2) psi 2) 60 ). .psi 2) 4OZ0 psi3) psi 3) 6t4 10j psi 3) bOO psi(9. 1113) End Average Force (this end): k Average:

.psi(9.11.14).

End Avg; Force (other end): kips (9.11.15)

Average Liftoff (ALV) 1t3O.2kips (9.11.16)

Liftoff (ALV) Acceptance Criteria:

a) 5 Acceptable

-ALV is > 95% PF.b) CQ Adjacent Tendons to be stressed

-ALV is < 05%PF hut 90%PF. Document on a NCR.c) [J Unacceptable

-ALV is < 90%PF. Document on a NCR. R.NCR Required 0 Yes 4 No Customer Notified NCR No.:. 4(9.11. 17) Adiacent Tendon Lift-Offs (Yo(.e Use a seperate Data Sheet 9.0 to document Liftoff { Adi Tendon:.

0f- Acceptable

-ALV > 95% of PF, The original scope tendon SHALL bea) This Tendon: _ restored to within -0+6% of PF, but in no case, no greater than 0.70 GU sAdi Tendon: determined for the number of effective wires.EXELON Notified' C] Yes El No Name/Date:

_VP ub) .AAdj Tendon:Tendn

_ EoI Unacceptable

-ALV < 95% of PF for either tendon. Document the itiCustomer Notified NCR No.:)lJ3C) Adj Tendon: [ Unacceptable-ALV < 90% of PF for either tendon. Document the onn~ilion

-Adj Tendon: o a C._f .I.. .... .............

C~ustomer.

Notified NCR t Al 1QCReviewed:

L l Date:_21 SQ 9.0TMI,13 ISleTopical Report 213 Attachment 2 Page 160 of 1008 REP-1098-510 Appendix A, Page 120 of 348N1091 PSC PROCEDURE SQ10.2TEST WIRE REMOVAL1Data Sheet 10.2....M 09/03/130 RECISION LANCE Page 1 of 1A.- Revision

.Project:

TMI 40TH YEAR TENDON SURVEILLANCE

[ UNIT 1Tendon No.: Tendon End: 5 n1 Shop El FieldRemoval Date: 'L,%,g Inspection Da3te:WIRE REMOVAL INSPECTION CORROSION INSPECTION (0 LENGTH INTERVALS (8.5.4. 1.1) Document the Corrosion Category for each 10' of wirein the increments below. Use Categories described in PSC SQ 8.0.For Corrosion Level C document condition on an NCR, NCR Req'd: 2q NO El YES NCR#.(8.5.4.3.1)

Document the total length of the wire on the diagram below. Completed:

El NO S YESButtoahead End ftA-- vý. V~~f~~tt~VWtll WXVVtrXVtW

-VWXX .W.VW VXXWXXYXX W 2.0' 630'30' 40' 10' 60'XSI K AM Mt U~ CSMWXWMSXwwUxmf en

• e ee en n W S A120' 130 .. ..'V80' 100' 2110' 120'12010 1130' 130' 240'"sW 15 'Ig~y4p+5

,i60i 170' 180180' 1l0' 200' 2010A A A'A , A A , ,* s % A A 4 .. , A A ,.,.A A A AA A % %U, A L A A A A A AA A A .t.P AA A A A A A AA A A A A A A A A A A A A S A A:210' 220' '230' 240'240': 250' .260' 270'270' 280' 290' 300'30W 310' 320' 330'Cut End k _ 1(8.5.4.6.2)

Was the wire cut for samples:

Li NO 1 YES document the area of removal above using symbol X.(8.7) Document the location of wire removed on Data Sheet 8.0, ANCHORAGE INSPECTION:

9 Completed (8.8) Measuring Device:.a L l 10 Number: Recal Date:I(8.8) Wire Pull Ram ID Number: ",//-QCInspector:

J L .Le .,-a/iev'iewed o~Level:

Date:0 ' 25 SQ1 10.2. TMI.13 151Topical Report 213 Attachment 2 Page 161 of 1008 REP-1 098-510 Appendix A, Page 121 of 348Project:

TMI40T1 YEAR TENDON SURVEILLANCE U Unit !I Unit 2(9.3)Tendon No.: 3' zA-( Tendon End: 8 vf (t S .i 5 Shop 0 Field(9.4) Temp. of Concrete:

272 OF Thermometer No.: sr- 'i Recal Date: ._____I_,

Ambient Temp.: 7 1? F Thermometer No.: P< 6 Racal Date: /OJ0 //1A9.5) Anchorhead and Stressing Adapter Threads:

IN Acceptable [E Unacceptable RETENSIONING DOCUMENTATION (9.6) Number of Effective Wires: _ __, __ __(from Data Sht. 8.0)(9.7) Anchorhead and Stressing Adapter Engagement/Alignment

H Acceptable 0 Unacceptable (9.7.3) RAM ID: TiFP." -' Recal Date: RAM Area: ., K .-75. K'.Gauge ID: C 13ý76 Recal Date: pDIy yn V e Daily Check: di#Calculated Force for Elongation Measurement and Retensioning using formula belowN0: Stress during Lift-Off should not exceed 9.425 kips pereffective wire or 1592 kips for a 169 wire tendon.(9.8.4) PTF = 0 kips Pressure:

J/vl t t, psiStep I= 0' 02. kips Pressure:

1 6 , psi Elongation:

5, o in1.Step 2 Q/, (90 kipsLOF= f4230ao0 kipsosF=. kipsPressure:

59Z&7, 0O psiPressure:

60.c psiPressure:

7/' q/ psiElongation:

9 1, in.,Elongation:

in... ...........

Pz=(F-K),

x1000AKey: F = Force (kips)A Ram Area (in0)P = Gauge Pressure (psi)K = Constant factor (kips)(CAuoM: WK constants can be eitherpositive or negative.)

,xhote.'

(Ae,e*7Oi~eJ I set of Lj4" aod 15e-t of /"Sj,;ns Mid,,~jvIe~af i-AR_ Dvtr'e~s~s 3 end.,~ a-i:hi/4 #.ed e'A9c WstmskJ Utf~ý Fý3L6LI690Q QC Reviewed:

W AL ,-"~ ZLevel:Date: //Zea- 2c5/528 SO 11.0 TMI,13 ISI.docTopical Report 213 Attachment 2 Page 162 of 1008 REP-1 098-510 Appendix A, Page 122 of 348N1091 PSC PROCEDURE SQ 11.0RETENSIONJTENDONS DATA SHEET SQ 11.009/03113Mcls°lo ANCEPage 2 of 2Revision V-Project:

TMI 407H YEAR TENDON SURVEILLANCE X Unit .I0: Unit 2(9.3)Tendon j 6:3 Tendon End:. fau (t,,, ., , ., Shop, :] FieldActual Observed Force and Elongation Measurements.

using formula below QC Signoffs(99.4.1)

PTF = o:, kips Pressure-

/O 9e, psi 0 Elongation:

in.(9.9.5.1)

Step 1 900,.;1 kips Pressure:

.'17O psi Elongation: in. /?, /'(9.9..1)

Step 2 j/l/, 1"' kips Pressure:

5 70 psi Elongation:

'jj, In. //;eO/',1 (9.9.7.1)

OSF= /(,7 kips. Pressure:

7/TO psi 0 Elongation:.

' in.AxP(9.9.8) 0 -.(D= It ,1j in. Elongation Value (this end)(9.9.9) 44 in, Elongation Value (opposite end)(9.9.10) in. TOTAL Tendon Elongation Value(9.9.12.1)

Elongation

30 % Ruler IO: i? 'I Recal Date: iPi/i(9,9.12.3)

Elongation Results U.Acceptable E] Unacceptable i1/2v/i.Customer Notified NCR No:Options Original Uift-off Values from Data Sheet SQ 9.0A Lift-off

< Predicted Force " Use Predicted Force -0 + 6%B Lift-off

> Predicted Force t2 Use Lift-off.

-0 + 6%C Lift-off

> 67% GUTS C0 Use 70% + 0 -3% GUTS (effective wires)D Lift-off>

70% GUTS .Use 70% +0-3% GUTS (effective wires)(9.10.5)

LOP Acceptable Range Min MaxAs found lift-oftlor predicted (highest):

I Z3 , 02, .kips 13,o3, Y-. kipsFrom: 02O psi To: .,39,do psi(9.10.) Actual Lift-Off (9.10.8)

Circled ValuesStack #l: 1)[ f jO psi Stack#2:1 (0',0 psi 1) ( psi2) k psi 2 60 O psi 2) ,A,60 psi,3)\ 61 ,2-01psi 34 t. W LVt, psi. )&a0P-(9.10.8).Force (this end): kips Actual Average:

2 6 psi(9.10.9)

Force (opposite end): 41 ,1.4% kips (9.10. 10iTendon ALV Force 1/20/1 5(9.10.11)

ALV Acceptable:

a Yes El No Customer Notified NCR No.:(9.10.15)

Additional brokenlmlssing wires:z IM No 0] Yes Amount:(9.10.16)

Additional ProtrudinglUnseated wires: is No 0 Yes Amount: _ _lfYes -Customer Notified NCR No.: __ ______(9.10.17)

Final Shim Stack Height: #1: , in. #2: 1 ,/"¥~ ~ ~ ~ ~~4 ,y.....

• a ....QC Reviewed-.

_W &W .Level:.Z.

Date: / go -zo (3_28 SQ 11.0 TMI.13 ISI.docTopical Report 213 Attachment 2 Page 163 of 1008 REP-1 098-510 Appendix A, Page 123 of 348Project, TMI 40T YEAR TENDON SURVEILLANCE Unit 1 C3 Unit 2(9.A3)Tendon No.: IS _03 Tendon End: C ... Shop Field(9.4) Temp. of Concrete:

7- -F Thermometer No,: JD .Recal Date: .4' ib~r'iAmbient Temp.: -j F Thermometer No.: ... z " A Recal Date: }D...(9.5) Anchorhead and Stressing Adapter Threads:

IN Acceptable El Unacceptable, RETENSiONING DOCUMENTATION QC Signoffs(9.6) Number of Effective Wires'. , (from Data Sht. 8.0)(9.7) Anchorhead and Stressing Adapter Engagement/Alignment:

2 Acceptable

] Unacceptable (9.7.3) RAM ID: Ol Recal Date: J J RAMArea:

K ./ ,4M-Gauge ID: Recal Date: e Daily: Check: " "Calculated Force for Elongation Measurement and Retensioning using formula belowNOTE: Stress during Lift-Off should not exceed 9.425 kips per effective wire or 1592 kips fore 169 wife tendon.(9.8.4) PTF = kips Pressure:

psiStep 1 = .kips Pressure:

__ g s Elongation:

.Step 2 = 12 t kips Pressure:

32b4,9Zpsi Elongation:

i.72 In.LOF = Tsip kips Pressure:

pOSF= 44/ft kips Pressure:

p.t, si Elongation:

in'.- 1P = (F-1K) x 1000 Key: F = Force (kips)A A = Ram Area (inf)P = Gauge Pressure (psi)K = Conslant factor (kips)(CAUTION:

"K* constants can be eitherpositive or negalive.): ed I it c- 4'~z" .4 , 4u se iv " .5// A .p m44r5 I ev l u .,4 ek I -e s -'- f I '-F Z FQC Reviewed:

_Level: Date:: // a /y28 SQ 11.0 TMI. 13.ISI.doc Topical Report 213 Attachment 2 Page 164 of 1008 REP-1098-510 Appendix A, Page 124 of 348Ao- PRN109i PSC PROCEDURE SQ 11.0RETENSION TENDONS lDATA SHEET SQ 11.0.09103113.l Page 2 of 2 JRevision r 1Project:.

TMI 40 YEAR TENDON SURVEILLANCE u unit I a Unit 2(9.3)Tendon

, Tendon End:& 0 Shop 540FieldActual Observed Force and Elongation Measurements using formula below DC.Signoffs (9.9.4.1)

PTF = 2b&f kips Pressure:

55" psi (D Elongation:

in.(9.9.5.1)

Step I 7,, kips Pressure:

21.30 .. psi Elongation:

A(9.936.1)

Step 2 426( 41S kips Pressure:

!. 216 psi Elongation:

2(Sin.(9.9.7.1)

OSF kips Pressure:

3 j psi (D Elongation:

9,1ln. wej eI-Z -IF=...÷K'1000(9.9.8) b- Q= 4 it, in. Elongation Value (this end)(9.9.9) in. Elongation Value (opposite end)(9.9.10)

, in. TOTAL Tendon Elongation Value(9.9.12.1)

Elongation 3.-6 % Ruler 10i RecalDate:

J1 iA.-(9.9.12,3)

Elongation Results 0 Acceptable

0. Unacceptable Custormer Noliffed NCR NO: AJ.. ....Options IO.riglnal Li .t...'°fValues from Data Sheet SO 9.0X: Lift~off

< Predicted Force '"D Use Predicted Force; 0:+ 6%B. Lift-off

> Predicted Force []Use Lift-off

-0 + 6%C Lift-off

> 67% GUTS [] Use 70% + 0 -3% GUTS (effective wires)D Lift-off

> 70% GUTS C3 Use 70% + 0 -39/ GUTS (effective wires)(9:10.5)

LOF Acceptable Range Min MaxAs found liftwoff/or predicted (highest):

12.S.00 kips 1363M kipsFrom:. p psi To: 31.... SO psi(9. 10t6).Actual Lift-Off 00..-...

(9.10.8)

Circled ValuesStack 1: 1) psi Stack#2:

1j 154) "32D,) psi2) psi 2 2)3Wpsi psi3) psi 3) s(9.10.8)

Force (this end): kips Actual Average:

3gO psi(9.10.9)

Force (opposite end): l .kips (9.10.10)Tendon ALV Force(9.10.11)

ALV Acceptable:

o Yes 0 No Customer Notified NCR No.: MIA(9.10.15)

Additional broken/mnissing wires: J4 No QYes Amount. e4911'(9.10.16).Additional ProtrudinglUnseated wires; 5?:No 0 Yes Amount: ,-If Yes -Customer:Notified NCR No.:#. .,(9,10.17)

Final Shimn Stack Height: #1A2: f~.'6'!?)'-*DC Reviewed:

a.- Level: Date: -I( ,O,1/-28 SQ 11.0 TMI.13 ISI.doc"Topical Report 213 Attachment 2 Page 165 of 1008 REP-1 098-510 Appendix A, Page 125 of 348Project:

TMI 40TH YEAR TENDON SURVEILLANCE Tendon No.: Tendon End: .Shop fl FieldANCHORAGE INSPECTION CRITERIABEARING PLATE SURFACE PROPERLY PREPARED:

GREASE CAP SURFACE PROPERLY PREPARED:

GASKET MATING SURFACE PROPERLY PREPARED:

STUD/BOLT HOLES PROPERLY PREPARED:

FOREIGN MATERIAL EXCLUSION CONTROLLED:

[RES;(YESC1 NO[I NOJNOENOEl NOCOMMENTSCREW FOREMAN SIGNOFF 4i Z Z ~Date: IZ ioC Reviewed:

6L Level: Da o to:Dato,,;:

30 SQ 12.0 TMI.13 ISII,*Topical Report 213 Attachment 2 Page 166 of 1008 REP-1 098-510 Appendix A, Page 126 of 348I N 1091 PSC PROCEDURE SO 12.0REPLACE GREASE CAPData Sheet 12.009103113RECISION ANCE Page 1 of IRevision 0Project:

TMI 40TH YEAR TENDON SURVEILLANCE Tendon No.: N 13 j -3 Tendon End: , ..Shopf 1FieldANCHORAGE INSPECTION CRITERIA.

BEARING PLATE SURFACE PROPERLY PREPARED:

GREASE CAP SURFACE PROPERLY PREPARED:

GASKET MATING SURFACE PROPERLY PREPARED:

STUDIBOLT HOLES PROPERLY PREPARED:

FOREIGN MATERIAL EXCLUSION CONTROLLED:

e'YESM /YESrK'YES:UNOSNO[3ONOEl NOEl NO:COMMENTSCREW FOREMAN SIGNOFF J/4UDate: II-QC Reviewed:

Level: -12Z1Date: _530 SQ 12.0 .TMI. 13 ISITopical Report 213 Attachment 2 Page 167 of 1008 REP-1 098-510 Appendix A, Page 127 of 348Project:

TMI 40&" YEAR TENDONSURVEILLANCE Tendon No.: dcGREASE REPLACEMENT 0C SIGNOFFS(8.4) Grease Used OR NEW EJ OLD- TEST DATE: [I ACCEPTABLE

] APPROVAL LETTER8.g PREREQUISITES DATED:(8.5) Total Grease Loss from Data Sheet 6.0 for 3 tendon end: gal.(8.6) Total Grease Loss from Data Sheet 6.0 for ! tendon end: g(8.7) Estimated grease losses from leaks for fiU44MS tendon end: gal.(8.8) Estimated grease losses from leaks for tendon end: gal.(8.9) TOTAL Tendon Grease Loss: 5. ,7ga!.1t _l P(tIRIN(,

AND HAND PUMP1NG -FIRST END ',130 POU IN AN ..... ... .... ... P M IN -. .FIRS ... ND(13.6) Amblent.Temp.:

7q O'F Thermometer ID: i A. Recal Darb:(13.7) Grease Temp.: 220 OF Thermometer ID: PK-A Recal Date:(13.9,) ~t a Grease Height (a) in. (13.12)FinaI Grease Height: (b)(13114) Total amount of Grease added: .gal. (a-b)x 177 into the(13.16) Quantity of Waste Grease: gal (13115) I Poured(13.17) Total Grease Replaced this end: gal.10 -d- i1410 14.24,i in.end0 Hand Pumped.)WWL. "13.0 HAND PUMpING-SECOND END(13.6) Ambient Temp.: 79 OF ThermometerD' PKIDA Recal Date: 14(13.7) Grease Temp.: 22 C) F Thermometer ID: ek-A. Recal Date:(13.9) LIntial Grease Height (a) "Zt in. (13.121)

Final Grease Height (b) in.(13.14) Total amount of Grease added: Il74 gal. (a- b) x 1.77 into the & end.(13.16)

Quantity of Waste Grease; 0 gal. (13.15) 1Z Poured. 0 Hand Pumped(13.17) Total Grease Rplaced this end: gL gal. !L f,14.0 CALCULATION OF PRESSURE PUMPING(14.1) Total Tendon Grease Replaced:

i,,OS gal. (13:17 4. 1317)(14.2) Net Tendon Duct Grease Volume: /6.1' gal. ReOW,0 SO 12.2 -MEASevouVE.,

otM O TeO-f N ,, otTotal Tendon Replaced (14.1) -Total Tendon Loss (8.9)(14.3) Percent Difference:

X T Grease Volume (142) .100 = Z % Difference (14.4) Grease Leaks: L Yes [ No(14.5) Refill Acceptable:

9 Yes pless thUan %) No (greaterthan to%) .iZIf No -Customer Notified NCR No.:(14.6) Comments:

dVlo..SRevied L l D : W D /Iv031 SO 12.1 TMI..13 ISI:Topical Report 213 Attachment 2 Page 168 of 1008 REP-1 098-510 Appendix A, Page 128 of 348Project:

TMI 40T YEARTENDON SURVEILLANCE.

UNIT I(7.3)Tendon No.: Tendon End: ur#r.c55 s Shop EFieldGrease Cap Removal(7.6) Date Removal Started:

jA -3 1 -2.01 3(7.7) Dry Ice Used on Grease Cap and/or Anchorage E] Yes M No(7.8) Temp. of Concrete:

Oj. F Thermometer No.: 51 Re-Cal Date: 5 /-Ambient Temp.: -0F Thermometer No.': KI-,DS Re-Cal Date: w.b IIt(8.4) Anchorhead I.D.: Anchoirhead Verification:

W Match C] No-Match(8.5) Grease Coating /Grease.Cap:-

Complete V/ Partial Uncoated VButtonheads

-Complete Partiall Uncoated

%Anchorhead

-Complete

Partial, Uncoated

_ _Shims Complete Partial Uncoated

%,Bearing Plate -Complete Partial _Uncoated

%Limited within the inside diameter of the grease cap.(8.6) Unusual Conditions:

(8.7) Grease Color Match: El Yes 4.No Grease Color. tsuk.. &OWv'o.Comments: *(8.8) Quantity of Samples 2 Quart Samples identified per Step. 8.8,1? 6Yes [I. NoLocation f [I A.H. [I B.P. .0 Shims KICap El DuctRemovalI(8.9) Qtyo, of Grease lost during removal of cap: ,2 gal.(8.9.1) Grease from cap to be reused? El Yes [] No Qty. of Greaseremoved from cap: gal.(9.6) Qty, of Grease removed from anchorage:

,2.5 gal.(9.7) Damage during cap removal or anchorage cleaning?

0 Yes 09 No Describe:

(10.3) Method, of Tendon Protection:

I" Will/A 4216(104). Amount of Grease Loss from Tendon duct: gal.(10,5) Total quantity of lost grease (below):(8 .(9.6) +(10.4) TOTAL(11. 1.2) Document TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENT.

W Yes 0l NoQC Reviewed:

lzCrJ_6Level: 77 ..Date:.1141 bl.I-Iw13 SQ 6.0 TMI.13 ISITopical Report 213 Attachment 2 Page 169 of 1008 REP-1098-510 Appendix A, Page 129 of 348N1091 PSC PROCEDURE SQ 6.1.INSPECT FOR WATER.Data Sheet 6.109/03/13Page 1 of 1Revision 0IProject:

TMI 40TH YEAR TENDON SURVEILLANCE

[ UNIT 1(8.1) Tendon No.: H /3 -Tendon End: qu .lShop 0 Field(9,5.1) DURING REMOVAL OF GREASE.CAP Water Detected:

0 Yes 0,No Quantity:

C Sample Taken: .-'Yes C1 No 0 N/AMoisture

==

Description:==

E- Observable Moisture

[I Significant Moisture Not Applicable Comments:

(9.6.1) INSIDE GREASE CAPWater Detected:

El Yes [&No Quantity: Sample Taken: El Yes El No i] N/AMoisture

==

Description:==

E] Observable Moisture El Significant Moisture

.Not Applicable Comments:

(9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected:

[] Yes No Quantity:

_ Sample Takenp: C] Yes El No N/AMoisture

==

Description:==

E] Observable Moisture El Significant Moisture El Not Applicable Comments:

(9.9.1) DURING DETENSIONING A ,Water Detected:

E] Yes El No Quantity:

Sample Taken: El Yes El No. [ON/AMoisture

==

Description:==

E] Observable Moisture El Significant Moisture E] Not Applicable Comments-(11.1) NOTIFICATION Exelon Notified:

E] Yes Individual Name: Date:SAMPLE IDENTIFICATION AND STORAGE /'/(12.2) Samples adequately identified:

El Yes(12.3) Samples stored at:OC Signoff:

Level:. Date: ,6-5 1&--,C Reviewed:--

Level: _Date:,.14 SQ 6.t.TMl.13 ISITopical Report 213 Attachment 2 Page 170 of 1008 REP-1098-510 Appendix A, Page 130 of 348'Project:

TMI 2013 TENDON SURVEILLANCE

.UNIT 1(7.3)Tendon No.:. H tý3 -761 Tendon End: &44.5/5-L H.ShopANCHORAGE INSPECTION CRITERIAAs-Found

[I Post De-Tensioning

/ Pre-Wire Removal l Post Re-Tensioning Qfl A I 'An -l t'0(Q qIAN P- CRArI INQ -r'TiA(9,2) Buttonheads Level: A(10.1) Cracks El Yest~ 12) E N/A(9.2).Anchorhead Level: A(1;i) Cracks W9 Yest20 [41o El N/A'(9.2) Bushing Level: (1. (101) Cracks C] Yes!= ( N2o E3 N/A(9.2) Shims Level:, (10.1) Cracks 0l Yest't " l N/A(9.2) Bearing Plate Level: =,, i (10.1) Cracks C1 Yes'2} 0'No El N/A-Corrosion Level of C requires a NCR. (2)- Compose a sketch of the cracks on Sketch Sheet 8.0 and Initiate a NCRý.110 -StJITTflN14FAO imYqP~rTifnm 0 Offslze (Malformed)

W " Protruding/unseated r nswire/buttonheads 0 B3rokenlmissing wirelbuftonheads GAP see-Aea~-

5\ ASeAt+Previously identified as missing-~ IMwjfmDiscontinuous

-removed thissurveillance 1wire(s being removed during this_ surveillance for testingN.(11.2) Anchorhead I.D. t'o- .Located on Sketch: [Yes El NoBushing .D0 sitLocated on Sketch: 4 Yes [O No(11.4) Missing Buttonheads Found: a /Cl Yes El No Quantity:IA Additional Information:

A.z. I&2 ) -* 00000000

'-..00000000000\0 0000000000000 00000000000 000

\00 0000 0 Q00000000 00000000\ 00,000000000

\ o00000000,0.00 S00 000.0:0C0

?.:10000000 OOOOOc,J J(12'2) Number Of Protruding Buttonheads (w): (8.3) Illumination sourc9Ce A'.t4 4 0 t(12.3) Number of MissingButtonheads(0,

( O_*_"_:(12.4) Total of Protruding

+.Missing Buttonheads:

0 (12.6) ContinuitY Test Requested?

[E Yes LNo(12.5) Total A of Effective Buttonheads Seated: -Wires ldentified?t,

' Yes [] No(12.7) Overall Results El Acceptable XUn-Acceplable Customer Notified NCR#: QC Reviewed:

.. Level: -r Date:I18 SQ 80.TM1,13 ISITopical Report 213 Attachment 2 Page 171 of 1008 REP-1098-510 Appendix A, Page 131 of 348N1091 PSC PROCEDURE SQ 8.0ANCHORAGE INSPECTION Sketch Sheet 8.009103113Page l of IRevision 0Project:

Exelon 2012 TENDON SURVEILLANCE

[ UNIT ITendon No.: 1/3 Tendon Ent t .Shop El Field(10.2) Sketch each crack as it appears in the anchorheads/bushings, shims and bearing plates. Identify each Unit bynumber; record the location of the anchorhead or bushing identification and apply to the sketch. Use as many SketchSheets as necessary being sure to list the page number below and to apply a Sketch Number to each unit with cracks.Ensure a Nonconformance Report in accordance with Procedure QA 9.0, NONCONFORMANCES, for Exelon approval.

KLi-I "!1.6A'4:.1I I I I

• i ,I .I ~ ~ r1~-l--1!iV...F3'A-A ---4 4 4-.I t -- t -t --A -4. 44-. ----:t .... I"l'--t"-"t"

!-I I I I ...... 1-4-- t ,-j**14J4-I.AiiikrAI0.. .... .- ._-....--.-..

.... ..... ..... ... ..... ... .. .--..........

____. ..........

E &..... ......QC Inspector:

4/ _ Level: Date:QC Reviewd:

, Leve i Date:18 SQ 8.0,TMI.

13 iS)Topical Report 213 Attachment 2 Page 172 of 1008 REP-1 098-510 Appendix A, Page 132 of 348Project:

TMI 2013 TENDON SURVEILLANCE

.UNIT .1Tendon N.I Tendon End: Sop Field(7.4.) Bearing Plate Identification

1. (.IL4, oA~1i. Orient the bearing plate with thesketch below.2. Locate the bearing plate identification and document the location on the sketchi3. Sketch all cracks, including other defects, existing on the concrete in the area surrounding the tendon anchorage for a distance of24 inches from the edge of the bearing plate.4. For cracks equal to or wider than 0.010 Inches, document condition on an Nonconformance Reporl in accordance withProcedure QA 9.0, NONCONFORMANCES, for Exelon approval.

On:Hoop and dome this edge isUp"Vertical Tendon, this is toward thecenter of the containment.

Auxiliary Light Source used: YesC No J.:1 ,. k,-(7.3) Illumination

-6"* ___II-_____

source: cc Oc).6(7.5) Cracks 2t.0016'~

OJ Yes 9~No Ouantity:

Max. Width: 14 MaxLength:

NCR#:QC Inspector:

2d -- Level: Date: ~

• A ...o.1C Reviewed:

,1m11J.Level:Date: _____ _____I19 SO 8.3 TMI. 13 IS1Topical Report 213 Attachment 2 Page 173 of 1008 REP-1 098-510 Appendix A, Page 133 of 348Project-TMI 4eT YEAR TENDONSURVEILLANCE Tendon No.:ý 1-13 0 Tendon End: Shbp 0" FieldANCHORAGE INSPECTION CRITERIABEARING PLATE SURFACE PROPERLY PREPARED:

GREASE CAP SURFACE.

PROPERLY PREPARED:

GASKET MATING SURFACE PROPERLY PREPARED:

STUDiBOLT HOLES* PROPERLY PREPARED:

FOREIGN MATERIAL EXCLUSION CONTROLLED:

kYESYES$JYESRYESEl NOONOENOF-1NoF-1NOCOMMENTS gCREW FOREMAN SIGNOFF '4 Date: -15*QC Reviewed:

__ __ _ __ _ ,_ __ _ __ _ Level: -_ Date: _ _ _ _30 SQ 12.0 TMI.13 1SITopical Report 213 Attachment 2 Page 174 of 1008 REP-1 098-510 Appendix A, Page 134 of 348Project:

TMI 41f YEAR TENDON SURVEILLANCE Tendon No.: 4 1- -%GREASE REPLACEMENT oC SIGNOFFS(8.4):Grease Used C NEW 0 OLD -TEST DATE: 0 ACCEPTABLE

[ APPROVAL LETTER 10 -31,438.0 PREREQUISITES DATED:(8.5) Total:Grease Loss from Data Sheet 6.0 for .tendon end: 4 5 gal. , [...(,8.6) Total*Grease*Loss from Data Sheet 6.0 for .A tendon and: .J/ gal.(81) Estimated grease-losses from leaks for 8,,+frt%,

tendon end: Q gal. -(8.8) Estimated grease losses from leaks for /Je tendon end: Maio ,1-1i(8.9) TOTAL Tendon Grease. Loss: al.13.0 POURING AND HAND PUMPING -FIRST END....I *(13.6) Ambient Temp.: Z4 *F Thermometer ID: 105 Recal Date: ' o.-Il- i(13.7) Grease Temp.,. =CO OF Thermometer ID: p 5 Recal-Date:

-ft. II(13.9) !aft Grease Height (a). in. (13.12) Final Grease Height (b in(13.14) Total amouniofGreaseadded:.

.gal. (a-b).x.t.7 into te end(13.16) Quantity of Waste Grease: b gal. (13.15):

RPoured E0 Hand Pumped(13.17) Total Grease. Relaced this end: 53f gal./-.-~ -___________

w13 -HAND PUMPING -SECOND END(13.6) Ambient OF Thermometer I : Recal Date:(13.7) Grease Temp.: mometer Recal Date:,(13.9) Initial Grease Height (a). in, (13. Inal Grease Height (b) inm(13.14) Total amount of Grease.added:

A gal. (a -b)~ *1.77 the end:(13.16) Quantity of Waste Grease: *. gal. (13.15) Poured .] Hand(13.17) Total Grease Replaced this end: gal.14.0 CALCULATION OF PRESSURE PUMPING(14.1) Total Tendon Grease Replaced:

5," I gal. (13.17 + 13.17)(14. 2) Net Tendon Duct Grease Volume: -1f,7 gal. RrtoSO 12.2 -GRE vorttuaS.

b.ttr ernd ,,cnNMt Votu,,e(14:3) Percent Difference:

TotalTendon Replaced (14.1) -Total Tendon Loss (8.9) X100 = __7_ %Difference Net Tendon Duct Grease Volume, (14.2) .(14.4) Grease Leaks: n Yes I] No M,-.H3(14.5) Refill Acceptable::

Yes eels than io%) No (greater than tor%) MOM ,__If No -Customer Notified NCR No.

r ,/6(14.6) Comments:

n .../1 _ _._'QC Reviewed:.

Level'Date: iL/06,.3.

i31 SQ 12.1 TMi.13 ISITopical Report 213 Attachment 2 Page 175 of 1008 REP-1098-510 Appendix A, Page 135 of 348V(PECI~i~fgS.ILANCE N1091 PSC PROCEDURE SQ 6.0GREASE CAP REMOVALData Sheet 6.009103113Pagel of 1 I.Revision

-Project:

TMI 40 T YEAR TENDON SURVEILLANCE I(7.3) Tendon No,: /VY/-,ý/O Tendon End; Shop C'- Field'"

Removal(7,6) Dale Removal Started:

/,/ 3 Q.C. Signoff(7.7) Dry Ice Used on Grease Cap andlor Anchorage 0l Yes aJ No(7.8) Temp. of Concrete:

% I F Thermometer No.: 5T. IJ5 Re-Cal Date: /., 1- $~Ambient Temp.: 96 OF Thermometer No.: PK"

• Re-Cal Date: W D-I{ -l1 4 1 --(8.4) Anchorhead 1.0.: ,, Anchorhead Verification:

tAMatch 0 No-Match(8.5) Grease CoalingGrease Cap -Complete Partial Uncoated

%Buttonheads

-Complete Partial Uncoated

%Anchorhead

-Complete Partiat Uncoated

%Shims -Complete Partial.

Uncoated WBearing Plate -(1) Complete V Partial Uncoated

%__,__"_-Limited within the inside diameter of the grease cap(8k6) Unusual Conditions: (8.7) Grease Color Match: 0 Yes lNo Grease Color. brk ,w-Comments:

A,/0-.e--4, (8.8) Quantity of Samples Z Quart Samples identified per Step 8.8.1? aYes r- NoLocation of []A.H. 0 B.P. 0 Shims ACap El Duct(8.9) Qty. of Grease lost during removal of cap: 0, 2- gal..(8.9.1) Grease from cap to be reused? -Yes 4No Oty. of Grease removed from cap. ,, 0 gal. -i(9.6) Qty. of Grease removed from anchorage:

, gal. -(9.7) Damage during cap removal or anchorage cleaning?

0 Yes ,KNo Describe:

A Aej_ I/t -5'-(10.3) Method of Tendon Protection:

& 4zj, l 4),,. -rd/M ,,,4_ W. k-,(10.4) Amount of Grease Loss from Tendon duct: '0 gal.(10.5) Total quantity of lost grease (below):(8.8) Z + (8.9)

Z 1 ÷9.6)6-6 0 (10.4) 3C ) TOTAL(1 1.1.2) Document TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENT.

,Yes E] No a ,.,IQCReviewed:

Level: Date-:.0113 SQ 6.0 TMI. 13 ISI*Topical Report 213 Attachment 2 Page 176 of 1008 REP-1 098-510 Appendix A, Page 136 of 348Project:

TMI 40T YEAR TENDON SURVEILLANCE:

UNIT 1(7.3) Tendon No.': -Z, Tendon End: .A '55 3 -Shop PFieldGrease Cap Removal(7.6) Date:Removal Started:

(.-'- " ..(7.7). Dry Ice Used on Grease Cap and/or Anchorage 11 Yes 9 No(7.8 Temp. of Concrete:

7q -F Thermometer No.: Re-Cal Date: 3'Ambient Temp.: 77 -F Thermometer 1 Re-Cal Date: 10j-2.7-Jg_

(8.4) Anchorhead

[1.: D. ..IAnchorheadlVerification:

ki Match [ No-Matchl (8.5) Grease Coating /Grease Cap -Complete Partial Uncoated

%Buttonheads

-Complete

, Partial Uncoated

%Anchorhead

-Complete Partial Uncoated

_Shims -Complete f Partial Uncoated

%Bearing Plate -(') Complete*

T Partial Uncoated W.( Limited within the inside diameter of the grease cap.(8.6) Unusual Conditions:

/at. .(8.7) Grease Color Match:. 0 Yes FNo Grease Color: .l/,k .dComments' (8.8) Quantity of Samples 2, Quart Samples identified per Step 8.8.1? 4Yes 0 NoLocation of %A.H. E' B.P. Shims 4Cap El DuctRemoval(8.9) Qty. of Grease lost during removal of cap: gal(8.9.1).Grease fromcap to be reused? 0 Yes ;4NO Mty. of Grease removed from cap: 4 gal.(9.6) Qty. of Grease removed from anchorage:

DA gal.(9.7) Damage during cap removal or anchorage cleaning?

[I Yes jDNo Describe:

,A,.(10.3) Method of Tendon.Protection:

1-,*A MO IAAAtt _(10.4) Amount of.Grease Loss from Tendon duct: e gal.(10.5) Total quantity of lost grease (below):)+ 1.4) TOTAL(11.1,2)

Document TOTAL grease lost on:Data Sheet 12.1i GREASE REPLACEMENT;

,Yes 0 NoFOC Reviewed:

9,/ý&14iILevel* Date:6'I13 SQ 6.0 TM1.13 ISI:Topical Report 213 Attachment 2 Page 177 of 1008 REP-1098-510 Appendix A, Page 137 of 348N 1091 PSC PROCEDURE SQ.6.1INSPECT FOR WATERData Sheet 6.1PRECiSION

$ ANCE Page 1 ofp 8 0 1031RevisionProject:

TMI 40T" YEAR TENDON SURVEILLANCE

[ UNIT 1(8.1) Tendon No..: 3.. -it) Tendon End: OU "Shop El Field(9.5.1) DURING REMOVAL OF GREASE CAPWater Detected:

El Yes 9No Quantity:

( Sample Taken: El Yes El No IN N/AMoisture

==

Description:==

_] Observable Moisture El Significant Moisture NINot Applicable Comments:

(9.6.1) INSIDE GREASE CAPWater Detected:

EJ Yes [SNo Quantity:

C> Sample Taken: El Yes C] No ta NIAMoisture

==

Description:==

El Observable Moisture 0 Significant Moisture I Not Applicable Comments:

(9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected:

El Yes Quantity: Sample Taken: E] Yes [] No I NIAMoisture

==

Description:==

C] Observable Moisture 0l Significant Moisture Not Applicable.

Comments:

__(9.9.1) DURING DETENSIONING 4AWater Detected:

El Yes -l No Quantity:

Sample Taken: E] Yes E] No nl N/AMoisture

==

Description:==

C] Observable Moisture El Significant Moisture El Not Applicable Comments:

(11.1) NOTIFICATION rAAExelon Notified:

E] Yes Individual Name: Date:SAMPLE IDENTIFICATION AND STORAGE /A(12.2) Samples adequately identified:

El Yes(12,3) Samples stored at:QC Signoff::-

Level: _ _ __ Date: IQC Reviewed:

Q £ Level: I Date: _/_///_14 SO 6. IJ MI.13 ISITopical Report 213 Attachment 2 Page 178 of 1008 REP-1 098-510 Appendix A, Page 138 of 348Project:

TMI 40T YEAR TENDON SURVEILLANCE

[ UNIT 1(8.1) Tendon No.: 9 13 40 Tendon End: &14 "D Shop 64 Field(9.5.1) DURING REMOVAL OFGREASE CAPWater Detected:

[I Yes E No Quantity;

) Sample Taken: El Yes [] No ý] N/AMoisture

==

Description:==

[] Observable Moisture D Significant Moisture M.Not Applicable Comments:__

_ _ _ _ _ _ _ _ _ _ _ _(9.681) INSIDE GREASE CAPWater Detected:

E! Yes [] No Quantity:

t7 Sample Taken: C3 Yes [- No EgN/AMoisture

==

Description:==

E[ Observable Moisture El Significant Moisture I Not Applicable Comments:

4J(9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected:

ED Yes E9 No Quantity: Sample Taken: E' Yes 1J No 0 NIAMoisture

==

Description:==

[] Observable Moisture

[I Significant Moisture iQ Not Applicable Comments:

WO,/Pe-(9.9.1) DURING DETENSIONING Water Detected:

0D Yes ED No. Quantity:

Sample Taken: ED Yes, 0] No ED N/AMoisture

==

Description:==

ED Observable Moisture ED Significant Moisture ED Not Applicable Comments:

(11.1) NOTIFICATION Exelon Notified:

E Yes Individual Name: Date:SAMPLE IDENTIFICATION AND STORAGE /t//k(12.2) Samples adequately identified:

[] Yes(12.3) Samples stored at:QC.Signoff-

.~ ~L Level-, 'i Date*. 94Z -'QC Reviewed:,

Z0 1 Level: .Date: 7- 9 7 '/14 $0 6.I.TMLI3 ISITopical Report 213 Attachment 2 Page 179 of 1008 REP-1098-510 Appendix A, Page 139 of 348N1091 PSC PROCEDURE SQ 7.1INSPECTION DOCUMENTATION DATA SHEET 7.109/03/13.Page 1 of IRevision 0I1Project:

TMI -40"' YEAR TENDON SURVEILLANCE Tendon No.:Anchorage ID.:Tp / / 0 Tendon End/Buttress No.:~,144v~~ I7(4, 5 Adaptor ID;r-, i 4EQUIPMENT MICROMETER WIRE SHIMSThread Mic ID Recal Date ID No. Recal Date ID No. Recal DateExt.Ext.Pitch 2-7-- SZ. 2-7-Il " 10"!"' Sar II -iLint.Major N/A N/AIint.MinorMEASUREMENTS THREAD Wire Wire Shim AverageThread Read 3 rd 8a 9t Average Constant Diameter Size DiameterExt, 1 3 44 37 D 7tMajor 2 p, 4. q, _._7NwExt. 1 N/A N/AMajor 2 N/A N/AInt. 1 N/A N/A N/AMinor 2 NIA N/A NIAInt. Go Gauge ID: NIA Recal Date: NIA Result: N/APitch No-Go Gauge NIA Recal Date: N/A Result: N/AID:Notes:(1) External Pitch Diameter

= [,verage]

-[Wire uonstant]

-L~nlm Sizel(2) External Minor Diameter

= (Average]

-[2 X Wire Diameter]

-[Shim Size].DISPOSITION Tral I Trial 2 Trial 3 Trial 4Adaptor Mark J 1 .4Min. Minor Diameter from Adaptor Table iAcceptable?

(Yes or No)QC Signoff:QC Reviewed:

w -Atu" -Level: Date:Level: ______ ___Date:

__________

I17 SO7.1 TML13 ISITopical Report 213 Attachment 2 Page 180 of 1008 REP-1098-510 Appendix A, Page 140 of 348I 1*N1091 PSC PROCEDURE SQ 7.1INSPECTION DOCUMENTATION DATA.SHEET 7.!09/03/13Page 11of 1Revision 0.Project:

TMI. -40' YEAR TENDON:SURVEILLANCE Tendon No.: ii /3 .. Tendon End/Buttress No.::Anchorage ID., .l I Adaptor ID: 4:5.EQUIPMENT MICROMETER WIRE SHIMSThread. Mic ID Recal. Date: ID No. Recal Date ID No. Recal DateMaCor --7,*1l- -S u Ext.Pitch .2 6' .7- 14 .-13 S.4-, ,Ext.Minor N/A N/AMinor*MEASUREMENTS THREAD Wire Wire Shim AverageThread Read 3 Ara 9g Constant Diameter Size DiameterMajor 2 %1j7"E) q.%'7, <TO 1,.376Ext. 1 '134sil:Pitch () 2 01IF.T11s

___Ext. 1 54Minor (2) 2 .\.,,Int Nr/A N/AMajor 2 N/A N/Amnt. I N/A N/A NIAMinor. 2 N/A NIA N/AInt. Go Gauge ID: N/A Recal Date: NIA Result: N/APitch. No-Go Gauge N/A Recal Date'. NIA Result::

NIAID:Notes: (1) External Pitch Diameter

= [Average]

-[Wire Constant]

-SlSim size](2) External Minor Diameter

[Average]

-(2 X Wire Diameter]

-(Shim Size)DISPOSITION I Trial 1 ITrla2 1. Trial3 1 Trial 4Adaptor Mark I A 5 1.Min. Minor Diameterfrom*Adaptor Table .4.. ,15Acceptable?

(Yes or No)OC Signoff:QC Reviewed:

Level: D__ __ _.ate: ~ z 'Level: ~ fi Date: '. -,1/,4 _/_ -/- /, /C ~7L17 SQ 7.1 TMI.13 ISITopical Report 213 Attachment 2 Page 181 of 1008 REP-1098-510 Appendix A, Page 141 of 348Project:

TMI 2013 TENDON SURVEILLANCE

.UNIT1(7.3)Tendon No.: H 13-10 Tendon End: ',,441'e5

/ 51 ShopANCHORAGE INSPECTION CRITERIA..

As-Found 0l Post De-Tensioning i Pre-Wire Removal 0l Post Re-Tensioning QOC.Signoff 9.0 & 10.0 -CORROSION

& CRACK INSPECTION.

(9.2) Buttonheads Level:. A t' (10.1) Cracks C1 Yes'12) M', C] N/A(9.2) Anchorhead Level:. (1) (10.1) Cracks [3 Yes.t(2) El NIA(9.2) Bushing Level: A (10.1) Cracks [] Yes() .[ N/A(9.2) Shims Level., (10.1) Cracks -lYes.'1 (2) N/A(9.2) Bearing Plate Level: (10.1) Cracks El Yes.(f).

E NIA £J ,5!- Corrosion Level Of C requires a NCR. t3--Comrpose a sketch ofthe cracks on Sketch Sheet 8.0 and initiate a NCR.11.0- BUTTONHEAD INSPECIiON

• Offsize (Malformed)

Protruding/unseated wire/buttonheads 0 Broken/missing wire/buttonheads

.000(000* Previously idenlified as. missing 0 0 0 0?01 00o0 0*__' __* _,_ /00 0.0000000 Discontinuous

-removed this 0 -0 0 -0G0000.0 0 0 0surveillance 00000000000000

-- wire(s) beingremoved.durdngthis 0 0I00.O.C).O.0O0 0000 0... ~( .'D f 0} O (©Osurveillance for testing, 000 C) 0000000 0000000000000 (11.2) Anchorhiead I.D. b \00000.0.00 00.0000Located on Sketch: [ Yes El No \ 00000000000 00Bushing iD.

/LocatedonSketch Yes No,\ 0000 000/ ~ ~ ,~ ,)000El Yes El No Quantity:/

,Additional Infornjation:

• ,,-.". :(12.2) Number of Protruding Buttonheads

(,) 0. (8,3)llluminalion source 0 fj) G 0(12.3) Number of Missing Buttonheads (03, 66 0 000000.(12,4) Total of Protruding

+ Missing Buttonhe.ds::

(12.6) Continuity Test Requested?

El Yes No(12.5) Total# of Effective Bultonheads Seated: Wires Identified?N E No(12.7) OverallResults FnAcceptab El U]n-Acceptable Customer Notified NCR#: ./ ,l /C] Ye [I o QuatityQC Reviewed:

aLevel:,Date:..18 SQ 8.O.TMI.13 ISITopical Report 213 Attachment 2 Page 182 of 1008 REP-1 098-510 Appendix A, Page 142 of 348Project:

TMI 2013 TENDON SURVEILLANCE UNIT 1(7.3)Tendon No,:, 14 /5? 10. Tendon End: , ShopANCHORAGE INSPECTION:

CRITERIA.0 As-Found

[0 Post De-Tensioning I Pre-Wire Removal:

0 Post Re-Tensioning a fl A 411 A~ rlDfI~ 'AI IQPmlIwIJU n1,wna r) ,4,sfl V,%rI.',*

(9.2) .Buttonheads Level: A (1) (10.1) Cracks 0 Yes J21 MM 0 N/A(9.2).Anchorhead Level: .. (101) Cracksa C0 Yes (2) :E L N/A(9.2):Bushing Level: (10.1). Cracks 01 Yest(21.E0 N/A(9.2) Shims Level: AJ (10.1) Cracks 01 Yes. 2) rN/A(9.2) Bearing Plate Level: A (10.1) Cracks C10Yes(2 No 0 NIA.-Corrosion Level of C requires a NCR. l2- Compose a sketch of the cracks on Sketch Sheet 8.0'and initiate a NCR,11.0 -BUTTONHEAD INSPECTION SO"ffsize (Malformed)

'W Protruding/unseated wirelbuttonheads 0 Broken/missing wire/buttonheads Previously identified as missingooo0 00.0 0)00/000000000,0 00000000000000 ooooooo0o0000 0000000000C000.

OOOO000000000000000000000000 10

\oooooooooo00 oo0\00 00000000.00

.nc.nfl) 0 0 0 0 0 0-Discontinuous

-removed thissurveillance.

1 wire(s) being removed during this~ j Surveillance for testing5%/(1.12) Anchorheadi D.Located on Sketch: KYes 0 NoBushing I.D.Located on Sketch: I,.Yes 0] No(11.4) Missing Buttonheads Found:0 Yes El No Quantity:

AAdditional Infoiat ion: -- ",'.'4 ,"74.. 1. V1,. V,4",\1 0 010 0 0 00>)on (D 80o o//A 2, .0(12.2) Number of Protruding Buttonheads (w):(12,3) Number of Missing.

Buttbnheads (0, g:(12.4A) Total of Protruding.

+ Missing Buttonheads:

(12.5) Total #.of Effective.Buttonheads Seated:V(8.3) illumination source ~i~ij~ ~ h(12.6) Continuity Test Requested

? 0]Wires Identified?

(12:') Overall Results XAcceptable 0l Un-Acceptable Customer Notified NCR#:QC Reviewed:

ILDate:II18 SO 8.0,TMI.

13 ISITopical Report 213 Attachment 2 Page 183 of 1008 REP-1 098-510 Appendix A, Page 143 of 348N1091 PSC PROCEDURE SQ 8.0ANCHORAGE INSPECTION Data Sheet.B.0A 09103/13Page 1 of IRevision 0I1Project:

TMI 2013 TENDON SURVEILLANCE iUNIT 1(7.3)Tendon No.: 14 IS to Tendon End: ,,FieldANCHORAGE INSPECTION CRITERIAAs-Found D Post De-Tensioning I Pre-Wire Removal ' Post Re-Tensioning 0.C. Signoff*9.0 & 10.0 -CORROSION

& CRACK INSPECTION (9.2) Buttonheads Level: (10.1) Cracks* l Yes 12) flo, 0 N!A(9.2) Anchorhead Level: A (10.1) Cracks [] Yes(2) ';9'o, 0o .N/A(9.2) Shims Level: (10.1) Cracks 0 Yes ( r-0 N/A(9.2) Bearing Plate Level: (10.1) Cracks 0 Yes 2 1 N/A E N/A(" " Corrosion Level of C requires a NCR. t2.Compose a sketch of the cracks on Sketch Sheet 8&0 and initiate a NCR.11.0 -BUTTONHEAD INSPECTION 0 Offsize (Malformed)

Protruding/unseated w wirerbuttonheads

/"0 Broken/missing wirelbuttonheads 0000000ol

• Previously Identified as missing .00000000 o,000000:00000

-Disconlinuous

-removed this 0.0000000000 surveillance.

" 00000000000 wire(s) removed during this 00000000000000 surveillance for testing OOOOOO .OOO0i00000000000000 (11.2) Anchorhead I.D. .! 0000000000000 Located on Sketch: 16Yes 0l No 000000000000 (11.4) Missing Buttonheads Found: 00000000 F~nd:/, " 00000.00.0 00/0. Yes 0[No Quant0y:

000 000Additional Information:

'(12.2) Number of Protruding Bultonheads (w): 0 (8.3) Illumination source q. IrL(12.3) Number of Missing Buttonheads (0 ,9: ___(12.4) Total of Protruding

+ Missing Buttonheads:

0 (12.6) Continuity Test Requested?

O Yes &No(12.5) Total # of Effective Buttonheads Seated: W wires Identified?

( Yes C] NoS(12.1)Overall Results 54Acceptable

[I Un-Acceptable Customer Notified NCR#' .2QC) Reviewed:

Level: Date:l 1318 SQ 8O.TM7IV.113 ISITopical Report 213 Attachment 2 Page 184 of 1008 REP-1 098-510 Appendix A, Page 144 of 348PRECSIONANCE N1091 PSC PROCEDURE SQ 8.0.ANCHORAGE INSPECTION Data Sheet 8.0A09/03113Page. 1 of IRevision 0vProject:*

TMI 2013 TENDON SURVEILLANCE HUNIT1(7.3)Tendon.No.:

f-1i310 Tendon End: ._ FieldANCHORAGE INSPECTION CRITERIA

... ... ..0l As-Found 0] Post De-Tensioning I Pre-Wire Removal El Post Re-Tensioning QC. Signoff9.0 & 10.0 -CORROSION

& CRACK INSPECTION (9.2) Buttonheads Level: 4j. (10.1) Cracks [I Yes 1, INo E] N/A(9.2) Anchorhead Level: (10.1) Cracks 0l Yes 1 f0 No El N/A(9.2) Shims Level: A (10.1) Cracks El Yes I [No. N/A(9.2) Bearing Plate Level: (10.1) Cracks 0 Yes 12) No 0 N/A , PCorrosion Lave! of C requires

a. NCR. 121 Compose a sketch of the cracks on Sketch Sheet 8.0 and initiate a NCR.iIf -.I Q"TrFJIW=An wiparDiriewA I Offsize (Malformed)

Protruding/umseated w wire/buttonheads 0 Broken/missing ire/buttonheads

• Previously identified as missing45L6Frr5XAMN IDiscontinuous

-removed thislsurveillance.

wire(s) removed during thissurveillance for testing(00000000000000000000000000

.000000000000 0000000000.000 000.000000000,00, 000.000000000 00000000000000 000.0000000000 OOuOOOOOOOOO000 00000:00000000 000000000000 00000:000.000 00000000000 00.00000(1U12) Anchorhead 1.D. [ 2YeLocated on Sketch: 4 Yes ENo(11.4) Missing Buttonheads Found: N/[I Yes C1 No Quantity:

.Additional Information:

~~Is~%, *Iek4 IF 1.jgR?-,t7i451 (12.2) Number of Protruding Buttonheads (w): 0 (8.3) .llumination source (tf_.__(12.3) Number of Missing Buttonheads (0, b: .(12.4) Total of Protruding

-Missing Buttonheads:

0 (12.6) Continuity TestRequested?

(I Yes QrNo(12.5) Total # of Effective Buttonheads Seated: Wires Identifie/.d' Ye 0 No(12.7) Overall Results Acceptable

El Un-Acceptable Customer Notified NCR#: OrQC Reviewed:

6~'4~4~ i~4Level:Date:18 SQ 8.0.TMI,13 ISITopical Report 213 Attachment 2 Page 185 of 1008 REP-i1098-510 Appendix A, Page 145 of 348N1091 PSC PROCEDURE SQ 8.3BEARING PLATE INSPECTION DATA SHEET SQ 8.309/03/13Page 1 of 1, Revision 0Project:

TMI 2013 TENDON SURVEILLANCE UNIT 1Tendon No.: /3-13 ) -Tendon End: ,9/# 'e5 I IShop C3 Field(7.4) Bearing Plate Identification

1. t..IL -. J~e..4e1. Orient the bearing plate with the sketch below.2. Locate the bearing plate identification and document the location on the .sketch:,

3. Sketch all:cracks, Including other defects, existing on the concrete in the area surrounding the tendon anchorage for a distance of24 inches frormthe edge of the bearing plate.4. For cracks equal to or wider than 0.010 inches, document condition on an Nonconformance Report in accordance withProcedure QA 9.0, NONCONFORMANCES, for Exelon approval.

On Hoop and dome this edge isup.Vertical Tendon, this is toward thecenter of the containment.

IIV,> w1'1,4 Auxiliary Light Source used; (&Yes- No FIASk1* Uk"1"4(7.3) Illumination source:,(7.5) Cracks 0.010W 0 Yes (ý5No Quantity:

Max. Width: Max Length:,/[

NCR#: _./]QC Inspector:

4 -Level: of Date: *.. gXC Reviewed::9 Level:. Date: /I T 3. -19 SQ 8.3 TMI.13 IStTopical Report 213 Attachment 2 Page 186 of 1008 REP-1098-510 Appendix A, Page 146 of 348Project-

TMI 2013 TENDON SURVEILLANCE

[ UNIT 1Tendon No.: jJJ I Tendon End: , .j, ..[Shop (7.4) Bearing Plate Identification

1. i t4, / le4-.1. Orient the bearing plate with the sketch below.2. Locate the bearing, plate identification and document the location on the sketch.3. Sketch all cracks, Including other defects, existing on the concretein the area :surrounding the tendon anchorage tor a dislance of24 Inches from the edge of the bearing plate.4. For cracks equal to or wider than 0,010 inches, document condition on an Nonconformance Report in accordance wilhProcedure QA 9.0, NONCONFORMANCES, for Exelon approval.

On Hoop andidome this edge isup..Vertical Tendon, this is toward thecenter of the containment.

te6(Ifo4 Of 6b AVA Ma I'$(Auxiliary Light Source used: 0 YesO No(7.3) Illumination

-"source' c. oU ___,___;(7.5) Cracks 20.010' C]Yes No Ouantity.

Max. Width:L Mx ength: NCR#::Q..Ispector:.

.Level:*e

.. A.1QC Inspector:

Level-. -f Date-. )2 ":(1::, .; ; ; .i .0, .. .... .... ...JC Reviewed:

'1 [0.1 N /Level: Date: '- D / L/19 SQ 8.3 TMMI.13 ISITopical Report 213 Attachment 2 Page 187 of 1008 REP-1 098-510 Appendix A, Page 147 of 348N1091 PSC PROCEDURE SQ 9.0MONITOR TENDON FORCEDATA SHEET 9.009/03113P.,cision N Page I of 1Revision 0Project:

TMI 40M YEAR TENDON SURVEILLANCE N Unit I(7.6)Tendon No.: ./ 13 Tendon End: a / RShop [I. FieldLIFT-OFF INSPECTION CRITERIA Q.C, Signoff(9.3) Temp. of Concret4:

-Thermometer No.: Recal Dat.:Ambient Temp.: $-15ý Thermometer No.: , R ecal Date: .1*- 14(9.4) Anchoihead and Stressing Adapter Threads:

I] Acceptable El Unacceptable (9.5) Number of Effective Wires: ILI(9,G) Anchorhead and Stressing Adapter Engagement/Alignment

[Acceptable 0L Unacceptable 4 -l 43(9.7) RAM ID: 7pFp. Recal Date: end ofjob RAM Area: 26K= ,,,(,IdO KGauge ID: Recal Date: bAJ.i , Dally Check:(9.8) Shim Stack Height: #1 in. #2 j,' in. Ruler ID: g Recal Date: /..LIndividual Shims: Stack #1:". 4 0 21 I/ $4/t. in. Stack #2: % 2. .In.,(9,9) Lift-off Overstress Force (LOSF.):

., ' kips Pressure.

77, *45 psi(9.10) PF: /167' kips 95% PF. _c4- kips 90% PF: ?87 kipsS3Tho5 PS.(5,Ssi Psiw(9.11.5)

As-Found Lift-Off---..%

(9. 11.113) Circled ValuesStack #1: 1) , psi Stack #2: 1) r50\ psi 1) psi2) £ psi 2) 51o psi 2) ý5; psi3) psi 3) \psi 3) psi.(9.11.13)

End Average Force (this end): , Average:

, psi(9.11.14)

End Avg. Force (other end): J (9.11.15)

Average Lifltoff (ALV) Rips(9.11.16)

Liftoff (ALV) Acceptance Criteria:

a) PAcceptable-.

ALV is> 95% PpF.b) fl Adjacent Tendons to be stressed

-ALV is < 95%PF but >t 90%PF. Documentoan a NCR.c) C3 Unacceptable

-ALV is < 900/61F.

Document on- NCR..NCR Required

• Jyes 9 o Customer Notified NCR No.: VA1. 17) Adiacent Tendon Lift-Offs (Note: ,Use a separate Data Sheet 9.0 to document Liftoff forcel.)r Adj Tendon: __ El Acceptable-ALV> 95% of PF, The original scope tendon SHALL bea) This Tendon: _ restored to within -01+6% of PF, but in no case, no greater than 0.Ad] Tendon: __ determined for the number of effective wires.EXELON Notified:

-' Yes r- No NamelDate:

-*b) -Adi Tendon: _ E]unacceptable-ALV

< 95% of PF for either tendon. Document the conditiob AdJ Tendon: on a NCR. Customer Notified NCR No.: hw 1-Adj Tendon: []Unacceptable

-ALV 90%g~ of PF for either tendon. Document the c itAjTno:oaNC.

Customer Notified NCR No.:."QC Reviewed:

k2 Level." D Oate: /21 SQO 9.0TMI. 13 ISlaTopical Report 213 Attachment 2 Page 188 of 1008 REP-1 098-510 Appendix A, Page 148 of 348N1091 PSCGPROCEDURE SO 9.0MONITOR.TENDON FORCEDATA SHEET 9.009103113Page :1 of IRevision 0.Project.

TMI 40N YEAR TENDON SURVEILLANCE

.'Unit 1(7.6)Tendon No.: f. Tendon End: &4&&S J_" _ ._____...

____ r_ Shop 4 FieldLIFT-OFFINSPECTION CRITERIA O.C. Signoff.(9.3) Temp. of Concrete-

'" °F Thermometer No: F. Recal Date: .0-ZI. 13Ambient.Temp.:

71 OF Thermometer No.: P Recal Date.(9.4) Anchorhead and Stressing Adapter Threads.:

Acceptable El Unacceptable (9.5) Number of Effective Wires: .. _ __I_(9.6) Anchorhead and Stressing Adapter Engagemenl/Atignment:

[ Acceptable 0 Unacceptable 7-(9.7) RAM ID: F Recal Date: end ofjob RAMArea:

, K .- *O.Gauge ID: CC Recal Date: S1al! Daily Check:(9.8) Shim Stack Height: #1 4. in, #2 4,5 in. Ruler ID: .Recal Date: L LIndividual Shims: Stack #1:- _. 2 ..in. Stack #2: 4, .,, Ky In. A(9.9) Lift-off Overstress Force (LOSF): 151Z kips Pressure:

/T (. G Psi(9.10. PF: iog"r kips 95% PF: /647- kips 90% PF: kips53%4AL2 P.. 5037"/7 psi .S 43. 0 psi 11IM61-t.(9.11.5)

As-Found Lift-Off

, .(9.11.113)

Circled Values:.Stack #: 1) .. psi Stack #2: 1)/. 100 psi: 1). , psi2) S'qw psi 2) psi 2) 5746 psi.b 3) pt' i psi 3) -I1 7W psi(9.11.13)

End Average Force (this end): II1,lI kips\ ..' Average:

5760 psi Wall W-(9,11.14)

End Avg. Force (other end):. jk (9.11. 15) Average Liftoff (ALV) p kips(9, 11.16) Liftoff (ALV) Acceptance Criteria:.

Wa) [Acceptabla

-ALV is 295% PF.b) [] Adjacent Tendons to be stressed

-ALV is< 95%PF but ;- 90%PF. Document on a NCR.c) .] Unacceptable.-

ALVis < 90%PF,. Document on a NCR..NCR Requited El Yes I] No: Customer Notified NCR No.: / .(9.11,1.7).Adiacent Tendon Lift-Offs (hoNo: Use.a.separate Data Sheet 9.0 to document Liftoff farces.)c Ad) Tendon; _ _ Acceptable

-ALV > 95% of PF. The original scope tendon SHALL bea) ThisTendon:

_ restored to within -0/+6% of PF, but in no case, no greater than 0.70 GUTS at Adj Tendon: determined for the number.of effective wires. AEXELON Notified:

".Yes [] No Name/Date:

..Adj Tendon: _ __ Unacceptable-ALV <.95% of PF for either tendon. Document the condvtion

.b Adj Tendon: on a NCR. /\ICustomer Notified NCR No.: .("Adj Tendon: C] Unacceptable

-ALV < 90% of PF for either tendon. Document th. co itionc) Adj Tendon: _____ on a.NCR>Customer Notified NCR No.: _..R,/GC Reviewed:

(JLevel: ,_ -- _ _Date: .LZ2Z.--I21 SO 9.0 TMI.13 ISlaTopical Report 213 Attachment 2 Page 189 of 1008 REP-1098-510 Appendix A, Page 149 of 348..-N1091 PSC PROCEDURE SO 12,0REPLACE GREASE CAPmoft Data Sheet 12.0p8 S 09103/1*3 PRECISION ANCE Page 1 of 1.Revision 0Project:

TMI 40TH YEAR TENDON SURVEILLANCE Tendon No.: Tendon End: &4,(/4,55

[ &.Shop [-]FieldANCHORAGE INSPECTION CRITERIABEARING PLATE SURFACE PROPERLY PREPARED::

03ý_ S Ol NOGREASE CAP SURFACE PROPERLYPREPARED:

L S. F1 NOGASKET MATING SURFACE PROPERLY PREPARED: 0 NOSTUDIBOLT HOLES PROPERLY PREPARED:

.'yS 0l NOFOREIGN MATERIAL EXCLUSION CONTROLLED:

F"YES [ NOCOMMENTS 0 t,CREW FOREMAN SIGNOFF 1.Date: I 1IQC Reviewed:

I,, ...,C , Level: -_ _ Date: _____ ._30 SQ 12.0 TMI-13 ISITopical Report 213 Attachment 2 Page 190 of 1008 REP-1098-510 Appendix A, Page 150 of 348N1091 PSC PROCEDURE SQ 12.0REPLACE GREASE CAPData Sheet 12.009/03/13PRE6CISION ANCE q Io= c s, Page 1 of 1Revision 0Project:

TMI 40"T YEAR TENDON SURVEILLANCE

.Tendon No.: Tendon End: ,,j- 0 Shop I Field... ANCHORAGE INSPECTION CRITERIABEARING PLATE SURFACE PROPERLY PREPARED:

GREASE CAP SURFACE PROPERLY PREPARED:

GASKET MATING SURFACE PROPERLY PREPARED:

STUD/BOLT HOLES PROPERLY PREPARED:

FOREIGN MATERIAL EXCLUSION:

CONTROLLED:

M'YýE!SWy S7yý S.7YESNO.DNOQ3NOElNO[INOCOMMENTS

/CRE.W FOREMAN SIGNOFF W4J. -i a -Date: ___ ___OC Reviewed:

ý ýLevel:Date: -7/330 SQ 12.0 TMI.-13 ISITopical Report 213 Attachment 2 Page 191 of 1008 REP-1098-510 Appendix A, Page 151 of 348Project:

TMI 40r YEAR TENDON SURVEILLANCE, Tendon No.: -GREASE REPLACEMENT QC SIGNOFFS(8.4) Grease Used C NEW D OLD -TEST DATE: (I ACCEPTABLE 0 APPROVAL LETTER8.0 PREREQUISITES DATED:(8.5) Total Grease Loss from Data Sheet 6.0 for -3 tendon end:. gal,(8.8) Total Grease Loss from Data Sheet 6.0 for reS .tendon end;. ga's eiz(8,7) Estimated grease losses from leaks for tendon end: -gal.(8,8) Estimated grease losses from leaks for I tendon end:- 0 gal.(8.9) TOTAL Tendon Grease Loss: 9.aL gl.13.0 POURING AND HAND PUMPING -FIRST END1.... ..... PO RN AN HAN PUMPING.

-FIRST...

.. EN(13.6) Ambient Temp,: 77 IF Thermometer ID: P/ /q Racal Date:

/3(13.7) Grease Temp.: ýF Thermometer lo: k" Recal Date: /o, a"-/3(13.9) tdM Grease Height(a)

-33. in. (13,1.2)

Final Grease Height (b). ,;?, S in.(13A14) Total amount of Grease added: :, gal. (a- b) x 177 into the 8,4/, 3 end(13.16) Quantity of Waste Grease: O gal. (13.15) :I Poured [I Hand Pumped(13.17) Total Grease Replaced this end: 4.2o gal,f~'t~I&13.0 HAND PUMPING -SECOND END(13.6) Ambient Temp.: .F Thermometer ID: zn, Recal Date: 1,9.1-.4(13.7) Grease Temp.: .220 F Thermometer ID: Pl/ Recal Date: ,p I Zt(13.9) !a Grease Height (a) q? 5 in. (113.12)

Final Grease Height .(b) , L(13.14) Total amount of Grease added: :3I gal. (a-b)xll.,7 into the end(.13.16)

Quantity of Waste Grease: 0 gal. (13.15) IR.Poured,

[I Hand Pumped(13.17) Total Grease Reolaced this end: I gal.14.0 CALCULATION OF PRESSURE PUMPING(14.1) Total Tendon Grease Replaced:

I1,51 gal, (13.17+ 13.17)(14.2) Net Tendon Duct Grease Volume: '.7 gal. Re'-erSQ O2 -GREASE VLUMESX Me (14.3) Percent Difference:

Total Tendon:Replaced (14.1) -Toal:Tendon Loss (8.9) X.100 % Difference Net.Tenidon Duct Grease Volume (14,2) 10 ,./.L .." Dfeec(14.4) GreaseLeaks:

C Yes No -(14.5) Refill Acceptable:

I Yes 1eSS 1han t0%) Li No (rearer than to%)If No -Customer Notified NCR No.:(14.6) Comments:

A&AleC Reviewed:

.Level:Iw031 SQ 12.1 TrMI,13 ISITopical Report 213 Attachment 2 Page 192 of 1008 REP-1098-510 Appendix A, Page 152 of 348Project:.

TMI 4eT YEAR TENDON SURVEILLANCE 1 UNIT I(7.3) Tendon No.: 24 A Is Tendon End:

4 1- Shop [I FieldGrease Cap Removal(7.6) Date Removal Started:

7.2 O7- j.3 Q.C. Signoff(7.7) Dry Ice Used on Grease Cap andlor Anchorage Y Yes H No(7.B)Temp.

of Concrete:

131 OF Thermometer No.: "5 Io? Re-Cal Date: 1o-12--_Ambient Temp.: 0 0F Thermometer No.: -_______

Re-Cat Date: _ 4_f 14-.. 2-2-I(8.4) Anchorhead ID..: Anchorhead Verification:

MMatch El No-Match

-153(8.5) Grease Coating.Grease Cap -Complete Partial Uncoated

%Buttonheads-Complete Partial Uncoated

%Anchorhead

-Complete Partial __ Uncoated

%Shims -Complete Partial Uncoated

%______,Bearing Plate.- 1 Complete

/ Partial Uncoated

%(1. Limited within the inside diameter of the grease cap..(8.6) Unusual Conditions:

MIN(8.7) Grease Color Match: 0 Yes IR No Grease Color: "I/< .RRDR tItV'"Comments: OIL Otpt-Z_¶¶ftý-

.-(8.8) Quantity of Samples 2 Quart Samples Identified per Step 8.8,1? 0Yes [ NoLocation ofRemoval 0-AH.. 0 B.P- 0 Shims -Cap 0 Duct(8.9) Qty. of Grease lost during removal of cap: .gal.(8.9.1) Grease from cap to be reused? 0 Yes I] No Qty..of Grease removed from cap: (W 91- gal.=(9.6) Qty, of Grease removed from anchorage-

, gal.(9.7) Damage during cap removal or anchorage cleaning?

0 Yes ; No Describe:

q:O-(10.3). Method of Tendon Protection:

&Zprew)

CAP 7,,A-"T-.

((10.4) *Amount of Grease Loss from Tendon duct: gal. ;,(10.5) Total quantity of lost grease (below):(8.8) ÷ (8.9) + (8.9.1) S .+ (9.6) 2 .+ (10.4)f j__ = TOTAL C6W(11.1.2)

Document TOTAL grease lost on Data Sheet 12.1i GREASE REPLACEMENT.'

P~Yes " NoIQC Reviewed:

iV ~~Ut140011(,=__ý Level:Date:J* _._.I-I13 SQ 6.0 TMI.13 1SI,Topical Report 2143 Attachment 2 Page 193 of 10081' REP-1098-510 Appendix A, Page 153 of 348N1091 PSC PROCEDURE SQ 6.0GREASE CAP REMOVALData Sheet 6.009/03/13Pagel of 0Revision r -Project:

TMI 40TH YEAR TENDON SURVEILLANCE:

UNIT 1(7,3) Tendon No.: !/. Tendon End: .3 7" 2- -Shop j FieldGrease Cap Removal(7.6) Date Removal Started:

... /- / Q.C. Signoff(7.7) Dry !ce Used on Grease Capand/or Anchorage C1 Yes 9 No(7.8) Temp.. of Concrete-.

7*4 F Thermometer No.: ST "05 Re-Cal Date: /O-/t-I/Ambient Temp.;. 77Z OF Thermometer No.: Re-Cal Oate: /o.Ii-.t I -i-i(8.4) Anchorhead I.D.: Anchorhead Verification:

[] Match No-Match I -(8.5) Grease CoatingGrease Cap -Complete Partial UncoatedButtonheads

-Complete liZ Partial, Uncoated V0Anchorhead

-Complete Partial Uncoated

%Shims -Complete Partial Uncoated

%Bearing Plate o Complete_

-- Partial Uncoated

%_____ '/1.-Limited within the inside diameter of the grease cap.,(8.6) Unusual Conditions:

.(8.7) Grease Color Match: C' Yes No Grease Color:Comments:

,*l-,ge--5 (8.8) Quantity of Samples !2,- Quart Samples identified per Step 8.8.1? 9 Yes El NoLocation of El A.H. [I 8.P. 0Shims Cap DuctRemoval(8.9) Qty. of Grease lost during removal of cap: gal.(8.9.1) Grease from cap to be reused? 1l Yes 5ANo Qty. of Grease removed from cap:. 4.6i gal. 1 1.(9.6) Qty, of Grease removed from anchorage:

', Z5 gal. wj,.- 3-(9.7) Damage during cap removal or anchorage cleaning?

E Yes ZLNo Describe:

AJOA0 J.-l-i(10.3) Method of Tendon Protectlon.

" 1.6.IA 4,A , AV s, AIN rLA-1~ k 13-(10.4) Amount of Grease Loss. from Tendon duct: 4b'- gal. '.I(10.5) Total quantity of lost grease (below):(8.8) P + (8.9) WS + (8.9.1) + (9.6)VZi

+ (10.4) Z. '=.ZS TOTAL .(111.1,2)

Document TOTAL grease lost on Data Sheet 12.1. GREASE REPLACEMENT.

9 Yes El No i- QC Reviewed:

Level: M Date:13 SO 6.0 TMI.13 ISI0Topical Report 213 Attachment 2 Page 194 of 1008 REP-1098-510 Appendix A, Page 154 of 348N1091 PSC PROCEDURE SQ 6.1INSPECT FORIWATER Oata Sheet 6.109/03/13Page 1 of 1Revision 0Project' TMI 40T YEAR TENDON SURVEILLANCE H UNIT I(8.1).Tendon No.: 211 t 15 Tendon End:* 14. {Shop [I Field(9.5,1) DURING REMOVAL OF GREASE CAPWater Detected:

El Yes No Quantity:

Sample Taken: E] Yes El No I@ N/AMoisture

==

Description:==

"- Observable Moisture

[-] Significant Moisture N] Mot Applicable.

Comments:

.A_ ____ _(9.6.1) INSIDE GREASE CAPWater Detected:

[] Yes KNo Quantity:

Sample Taken: E] Yes El No N/AMoisture

==

Description:==

El Observable Moisture

[I Significant Moisture I] Not Applicable Comments:

0)v E7(97. 1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected:

0- Yes ER No Quantity:

Sample.Taken:

Yes [ No $ .N/AMoisture

==

Description:==

0l Observable Moisture E] Significant

Moisture,

%Not Applicable Comments; (9.9.1) DURING DETENSIONING

/1/ ,AWater Detected:

E] Yes /] No Quantity:

Sample Taken: El Yes E] No .l NIAMoisture

==

Description:==

E] Observable Moisture El Significant Moisture El Not Applicable Comments:

(11.1) NOTIFICATION VAExelon Notified:

[] Yes Individual Name: Date:SAMPLE IDENTIFICATION AND STORAGE A/A(12.2) Samples adequately identified:

El Yes N111(12.3) Samples stored at:QC Signoff:

Level: Date: _______.QC Reviewed:

LlDate: g, 714 SO B.l.TMI.13 ISITopical Report 213 Attachment 2 Page 195 of 1008 REP-1 098-510 Appendix A, Page 155 of 348'C PROCEDURE SQ 6.1.INSPECT FOR WATERData Sheet 8.109103/13Page 1 of IRevision 0Project:

TMI 40.. YEAR TENDON SURVEILLANCE

[ UNIT I(8.1) Tendon No.:. 1 / ,. Tendon End:. Supr, 2- El-Shop Field(9.51) DURING REMOVAL OF GREASE CAPWater Detected:

0l Yes , No Quantity:

) Sample.Taken:

El Yes [I No g. N/AMoisture

==

Description:==

F1 Observable Moisture El Significant Moisture ANot Applicable Comments-.

(9.6.1) INSIDE GREASE CAPWater Detected:

El Yes 04 No Quantity:

.Sample Taken: El Yes El No N/AMoisture

==

Description:==

El Observable Moisture:

0 Significant Moisture

( Not Applicable Comments:

(9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected:.

E Yes gNo Quantity.:

tSample Taken: C] Yes El No [M N/AMoisture

==

Description:==

El Observable Moisture El Significant Moisture IKNot Applicable Comments:

(9.9.1) DURING DETENSIONING 1`1/AWater Detected:

El Yes [] No Quantity:

Sample Taken: El Yes [].No 0] NIAMoisture

==

Description:==

Cl Observable Moisture

[0 Significant Moisture El Not Applicable Comments:

(11.1) NOTIFICATION

//Exelon Notified:

El Yes Individual Name: Date:SAMPLE IDENTIFICATION AND STORAGE(12.2) Samples adequately identified' 0 Yes(12.3) Samples stored at:QC Signoff:

..Level' Date:QC Reviewed:

______ ___ _ Level: ____ Date: i,14 S06,1.TMIlA31S1 Topical Report 213 Attachment 2 Page 196 of 1008 REP-1 098-510 Appendix A, Page 156 of 348PRECISION ANCE,N1091 PSC PROCEDURE SQ 7.1 IINSPECTION DOCUMENTATION DATA SHEET 7.109/03113Page 1 of 1Revision 0Project:

TMI -400 YEAR TENDON SURVEILILANCE Tendon No.:.'4 5V4-1sTendon End/Buttress No.:/Anchorage'ID.:

.g Adaptor.

D:EQUIPMENT MICROMETER WIRE SHIMSThread: MIc 1D Reca:Date" ID No '. Recal Date ID No.. Recal DateEkt.Ext.Pitch 2-7-Il/,_

i'-I .; !

• mt.Msior N/A NAInt. NIA.N/Minor N/AMEASUREMENTS THREADThread ld Read 3 .6h 9th Average Wyire. Wire Shim AverageTrd e Constant Diameter Size DiameterExt.1Maior 2Int. 1 NIA N/Amajor. 2 N/A N/AInt. I N/A N/A N/AMinor [2 N/A. 1NA NAInt. Go Gauge ID: N/A Recal Date: NIA Result: N/APitch No-Go Gauge N/A Recal Date: N/A Result: N/AID:N _otes:(1) tExtemal itccn Diameter

= (Average]

-(Wire ConstantJ

-[Shim Sizel(2) External Minor Diameter

= [Average]

-(2 X Wire Diameter]

-[Shim Size]DISPOSITION I Trial 1 I Trial 21 Trial 3 1 Trial 4MAdaptor Mark A-5Min. Minor Diameter from Adaptor Table %,VAcceptable?

(Yes or No) J,: ,OC Signolf:QC Reviewed:

t. /Level: -.,,Date: /L 1- 13Level:; Date: _L1 7T4It5 ffc.I.l17 SO 7.1 TMI.13 ISITopical Report 213 Attachment 2 Page 197 of 1008 REP-1 098-510 Appendix A, Page 157 of 348Project::

TMI 2013 TENDON SURVEILLANCE NIUNIT I(7.3)Tendon No.: 24 R I'5 Tendon End: S ShopANCHORAGE INSPECTION CRITERIAq9 As-Found 0l Post De-Tensioning I Pro-Wire Removal El Post Re-Tensioning o.C.Signoff

.9.0 & 100- CORROSION

&CRACK INSPECTON (9.2) Buttonheads Level: A (10.1) Cracks 0 Yes (2) IN No [D N/A(9.2) Anchorhead Level: (10,1) Cracks 0 Yes (2 0]No 0 N/A(9.2) Bushing Level:- (10,1) Cracks 0 Yes(2) $] No El N/A(9.2) Shims Level: (10,1) Cracks 0 Yes (2 )? ]No 0 N/A(9.2) Bearing Plate Level: (10.1) Cracks C- Yes(2) M No. C" N/A-Corrosion Level of C requires a NCR (-Compose a sketch of the cracks on Sketch Sheet 8.0 and initiate a NCR. .11.0I -UTTONHEAD INSPECTION 0 Offsize (Malformed)

Protruding/unseated Ge;v wre/butt~onheads 0 Broken/missing wreibuttonheadsO,

/ ,+A* Previously identified as missing 0000000 0Discontinuous

-removed this \\000 0000 0___surveillance O O OO O O O .. \ .surveiance 0000000000000

-wire(s) being removed during this 0000 0 000000_ _surveillance for testing 0000000~

oooDn00000 o I D(11.2),AnchorheadLD.

000000000000 Located on Sketch: iMYes ONo 0000000 00Bushing I.D. 1155 .00000000000 Located on Sketch: O.Yes r- No 00000000000000 W*)T43(11.4) Missing Buttonheads Found:C3 Yes 0l No" -Quantity:

AAdditional Information:

5h 4 1 ,-,,/(12.2) Number of Protruding Buttonheads (2)e 2 (8.3) Illumination source OCC )- o.'

(12.3) Number of Missing Buttonheads (0, 5: 0(12.4) Total of Protruding

+ Missing Buttonheads:

2.. (12.6) Continuity Test Requested?

[I Yes 0 No(12.5) Total # of Effective Buttonheads Seated: i Wires Identified?

0l Y r' No(12.7) Overall Results [ Acceptable iVAUn-Acceptable Customer Notified NCR#- ,oj.:.0 o q -,OQC Reviewed: , Level: -Date:.188Q 8.0.TMI.13 ISI@1Topical Report 213 Attachment 2 Page 198 of 1008 REP-1098-510 Appendix A, Page 158 of 348PRCI jMHANC EN1091 PSC PROCEDURE SQ 8.0ANCHORAGE INSPECTION Data Sheet 8.OA09/03113Page 1 of 1Revision 0Project.

TMI 2013 TENDON SURVEILLANCE UNIT I(7.3)Tendon No.: : 2/ -Tendon End: & .FieldANCHORAGE INSPECTION CRITERIAI As-Found 0 Post De-Tensioning Pre-Wire Removal 03 Post Re-Tensioning 0C. Signoff9.0 & 10.0 -CORROSION

& CRACK INSPECTION (9,2) Buttonheads Level: 0(0.1) Cracks 01 Yes ( 0 NIA(9.2) Anchorhead Level: *':(10.1)

Cracks Yes 0o N/A(9,2) Shims Level: (1.0.1) Cracks 0 Yes ( 0 N/A(9.2) Bearing Plate Level: (10.1) Cracks 0 Yes. esNo [] NIA* ( Corrosion Level of C requires.a NCR. ( Compose a sketch of the cracks on Sketci Sheet 8.0 and Initiate a NCR.111.0 -RUTTONHEAD INSPECTION.

I Offsize (Malformed)

• W Protruding/unseated wire/buttonheads

[0 Brokenlmissing wire/buttonheads Previously Identifiedasmlsslng Discontinuous

-removed thissurveillance.

m. .m .......wire(s) removed during thissurveillance for testing(00000000000000000000000000 000000000000 0000000:000000 00000000000.000 0a.00000:000000 00000000000000 00000000000OO 00000000.000000 0000000000000 00O000O00000 00000000000 00000.000 0000000(11.2) Anchorhead I.D. q ILocated on Sketch: K Yes Di No(11.4) Missing Buttonheads Found /0 Yes 0 No Quantity; Additional Information:

, ;,.4af U. ..- q, A:OX t1+15* -(12.2) Number of Protruding Buttonheads (w): _ (813) Illumination source ________(12.3) Numberof Missing Buttonheads (0, )(12.4) Total of Protruding

+ Missing Buttonheads:

_ ('12.6) Continuity Test Requested?

[] Yes O No(12.5) Total # of EffectiveSuttonheads S eatd. Wires ldetified?,,A Yes Q No(12.7) Overall Results f& Acceptabte 0 Un-Acceptable Customer Notified NCR#: L, -il--rQC Reviewed:.

Level: l Date:m18 SQ 8.0.TMI.

13 IS[Topical Report 213 Attachment 2 Page 199 of 1008 REP-1098-510 Appendix A, Page 159 of 348Project.

TMI 2013 TENDON SURVEILLANCE RUNIT 1(7.3)Tendon No.: .j !. Tendon End: &ja j?, .- FieldANCHORAGE INSPECTION CRITERIAC] As-Found Ii Post De-Tensioning i Pre-Wire Removal 0 Post ReTensioning Q.C. Signoff9.0 & 10.0 -CORROSION

& CRACK INSPECTION (9.2) Buttonheads Level; A (10.1) Cracks 0 Yes 0) 03"1 C] N/A(9.2) Anchorhead Level: A (10.1) Cracks El Yes (21 lE I0o El NIA(9:2) Shims Level: .(10.1) Cracks E] Yes (!'No El N/A(9.2) Bearing Plate Level: A (1) (10A1) Cracks [n Yes.21 No E NIACorrosion Level of C requires a NCR. (2) Compose a sketch of the cracks on Sketch Sheet 8.0 and initiate a NCR.11,0- BUTTONHEAD INSPECTION A --5 /e-I1. ,,A ,MS Offize (Malformed)

Protruding/unseated

[w wirerbuttonheads 0 Broken/missing wire/buttonheads.//

00000004 Previously Identified as missing 0 0 0 0 0000-"_ 00000000000 Discontinuous

-removed this 000000000000.

surveillance.

0000000000000

%vire(s) removed during this 00000000000000

_ surveillance for testing ()OO0O 00000 00O0000000000000

.00000000000000 (11.2) Anchorhead 1.0. 0000000000000 OOO OOO.. O00 :O0 O00000000 Located on Sketch. (A Yes E No 000000000000 (11.4) Missing Butlonheads Found: 00000000000 0 00 00000El Yes El No Qu nty" .0000000Additional Information:

'-(12.2) Number of Protruding Buttonheads (w): Q (8.3) Illumination source ( o 4$' ____(12.3) Number of Missing Buttonheads (0, 5]):(12.4) Total of Protruding

+ Missing Buttonheads:

0__ (12.6) ContinuityTest Requested?

[I Yes KNo(12:5) Total # of Effective Buttonheads Seated: Wres Identified?

A4a ElNo(12.7)"Overall Results .Acceptable E] Un-Acceptable Customer Notified NCR4: A/J-- I"rC Reviewed:

/9 Level: jDate: /185 Q8.0.TMI.13 lStTopical Report 213 Attachment 2 Page 200 of 1008 REP-1098-510 Appendix A, Page 160 of 348Peoject:

TMi 2013 TENDON SURVEILLANCE UNIT 1Tendon No.: Tendon End: 0 1N Shop 0(7.4) Bearing Plate Identification

1. tN4B/fTO LZnc-r,1. Orient the beadhg plate wilth the sketch below.2.Locate the bearing plate identification and documnent the location on the sketch.SSketch ail cracks including other defects, existing on the concrete In the area surrounding the tendon anchorag

.fora distance of24 inches frot m theedge of the bearing plate.4. For cracks equal to or wider than 0.010 inches, document.

condition on. an.Nonconformance Report in accordance WithPreue lQA 9.T NOCNO ACS or x n Hoop ado mel this edg is ..... ,Sup.On Hoboante dofmt e o thisndent

s. "Vertical Tendon, this is toward thiecenter of the containment.

I,66ozwo1 PLA/V / HIISýAuxiliary Light Source used: Yes[] No(7.3) Illumination (7 5) Crackspet0.010r CYes ONO Quantity:

Max. Width: ev!Max Ltength:

NCR*QC Inspector:

Level: -1Date: $ .3.11 Revieawed:

4 f .- ---Level:Date:19 SQ 8.3:TMI.13 ISITopical Report 213 Attachment 2 Page 201 of 1008 REP-1 098-510 Appendix A, Page 161 of 348N1091 PSC PROCEDURE SQ 8.3BEARING PLATE INSPECTION DATA SHEET SQ 8.3.09103113 Page 1 of IRevision 0IProject:

TMI 2013 TENDON SURVEILLANCE

= UNIT 1Tendon No.: I 24- I Tendon End: 3,, " 0 Shop [ Field(7.4) Bearing Plate Identification

1. A .Io- hI 1. Orient the bearing plate withtthe sketch below.2. Locate the bearing plate dentification and document the location (n the sketch.3. Sketch all cracks, including other defects, existing on the concrete in the area surrounding the tendon anchorage for a distance of24 inches from the edge of the bearing plate.4. For cracks:equal to or wider than 0.010 Inches,.

document condition on an Nonconfomance Report in accordance withProcedure.QA 9.0,. NONCONFORMANCES, for Exelon approval

.On Hoop and dome this edge isup.Vertical Tendon; this is toward thecenter of the containment.

Auxiliary Light Source used: ElYesEJ No F/Alkliqk+

(7.3) Illumination source: ..(7.5) Cracqksa0.010" El Yes .No Quantity:-

Max, Width: Max Length: NCR#:Qc inspector:

-~ ~ ~Level: Date:Reviewed-.

Level: Date:19 SQ'8.3TMI.113 IS0Topical Report 213 Attachment 2 Page 202 of 1008 REP-1 098-510 Appendix A, Page 162 of 348ON ANCEN 1091 PSC PROCEDURE SQ 9.0MONITOR TENDON FORCEDATA SHEET 9.0'09/03/13 Page 1 of 1Revision 0Project:

TMI 40TH YEAR TENDON SUF(7.6)Tendon No.: _/ 24-5 "

Unit 1-ShopfidFieldTendon End:.LIFT-OFF INSPECTION CRITERIAIl(9.3) Temp. of Concrete:

T Thermometer No.:. ST-I.105.

Recal Date:. 10/JlAmbient Temp.: 72 Thermometer No.: l Recal Date: ,.p/- 14(9.4):Anchorhead and Stressing Adapter Threads:

0 Acceptable L1 Unacceptable (9.5) Number of Effective Wires: __ l__l _(9.6) Anchorhead and Stressing Adapter Engagement/Alignment:

(2 Acceptable 0] Unacceptable (9.7) RAM ID: .I Recal Date: end ofjob RAM 3.6l9 K:GaugelD:

'Recal Date: I4r, DailyCheck:

Oj<(9.8) Shim: Stack Height: #1: in.. #2 :in, RulerID:

y RecalDate Individual Shims: Stack #1: 4 1 iI/ in. Stack #2: In.(9.9) Lift-off Overstress Force (LOSF): /5 -, ' kips Pressure:

2 psi(9.10) PF: LQ51 kips 95% PF: _ kips 90%. PF: .6Z4 kips172 1 Psi 31 psi si(9. 11,5) As-Found Lift-Off,.-.-...

(9.11 13) Circled'Values Stack#1:

1). ) o psi Stack #2:. ) A 1) psi2). 36 psi 2) J36qopJ2 .2) MAO PS9.11)Ed 3) :3=z: psi 3) ý 4, s )pi(9.A.1.3)

End Average Force (this end): kips,-__.-s Average:

a, psi(9. 1.14) End Avg. Force. (other end): JA kips (9.11.15)

Average Liftoff ALV) /ll ,14- kips(9.11. 16) Liftoff (ALV) Acceptance Criteria:

• a) [AAcceptable

-ALV is > 95% PF.b) E' Adjacent Tendons to be stressed

-ALV is < 95%PF but z 90%PF. Document on a NCR.c). r: Unacceptable

-ALV is < 90%PF0 Document on a NCR.NCR Required El Yes J3 No. Customer Notified NCR No.0(9. 11.17) Adjacent Tendon Lift-lr Adi Tendon: _.... .a) -. This Tendon'._.

Adi Tendon: __"__EXELON Notified:

ffs (yNoe:. Use a separate Data Sheet 9.0 to document Lifoff ftceslC1 Acceptable

-ALV "> 95% of PF, The original scope tendon SHALL berestored to within -01+6% of PF, but in no case, no greater than 0. 70 GUTS asdetermined for the number of effective wires.0l Yes El No Name/Date:

___b) {Adj Tendon:Adj Tendon:L] Unacceptable.-,

ALV e 95%0f PF for either tendon. Document the conson a NCR.Customer Notified NCR NO,: ___________

1_).- Adj Tendon: ________Adj Tendon:0l Unacceptable

-ALV < 90% of PF for either tendon. Document.the condilon a NCR.CustomerNotified NCR No.:QC Reviewed:

P- (L2Level: _VIDate.SI21 SQ 9.0 TM 13 ISlaTopical Report 213 Attachment 2 Page 203 of 1008 REP-1 098-510 Appendix A, Page 163 of 348Project:

TMI 40Te YEAR TENDON SURVEILLANCE.

Tendon No.: H f5 Tendon End: " Shop El ANCHORAGE INSPECTION CRITERIABEARING PLATE SURFACE PROPERLY PREPARED:

GREASE CAP SURFACE PROPERLY PREPARED:

GASKET MATING SURFACE PROPERLY PREPARED:

STUD/BOLT HOLES PROPERLY PREPARED:

FOREIGN MATERIAL EXCLUSION CONTROLLED:

13YESYESYESYESSYES.C1NOENOjNOC1JNO:[I NOCOMMENTS&

CREW FOREMAN SIGNOFF _ _ _ _ _ _ _ _ __.._-_ Date: '=c/- ' 1*OC Reviewed:

't 6 Z.2--. Level: Date: 2.7- 1330 SQ12.0 TMI.13 1SITopical Report 213 Attachment 2 Page 204 of 1008 REP-1098-510 Appendix A, Page 164 of 348N1091 PSC PROCEDURE SQ 12,0REPLACE GREASE CAPi ' m-Data Sheet 12.009103/13.

LANC E Page 1- of IRevision 0Project:

TMI 40TH YEARi TENDON SURVEILLANCE Tendon No:: Tendon End: / -r Shop FieldANCHORAGE INSPECTION CRITERIA,/BEARING PLATE SURFACE PROPERLY PREPARED:. n NOGREASE CAP SURFACE PROPERLY PREPARED:.

E79ES El NOGASKET MATING SURFACE.PROPERLY PREPARED:

EB/JY .[ NO.STUDIBOLT HOLES PROPERLY PREPARED:

UYES C1 NOFOREIGN MATERIAL EXCLUSION CONTROLLED:

[UES NO.COMMENTS 4CREW FOREMANSIGNOFF , 4i/ -Date:0PtClLevel:OC Reviewed:

Date: ,,__,__Ik30 SQ 12.0 TMI.13 ISITopical Report 213 Attachment 2 Page 205 of 1008 REP-1098-510 Appendix A, Page 165 of 348N`1091 PSC PROCEDURE SQ 12.1p 5 v GREASE REPLACEMENT Data:Sheet 12.lb -Hand Pumping09103113PoPR.AC Page 1 of 1Revision rProject:

TMI 40'" YEAR TENDON SURVEILLANCE Tendon No.: 2H 14GREASE REPLACEMENT QC SIGNOFFS(8.4) Grease Used N NEW 0l OLD -TEST DATE: nl ACCEPTABLE C1 APPROVAL LETTER 7t, , t..8.0 PEREQUISITES DATED:(8.5) Total Grease Loss from Data Sheet 6:0 for tendon end:, (.75 gal. -2l1t(8.6) Total Grease Loss from Dala Sheet 6.0 for tendonend:

, (8.7) Estimated grease losses from leaks for aye s tendon end: gal,(8.8) Estimated grease tosses from leaks for tendon end: 0 gal. / 1-(8.9) TOTAL Tendon Grease Loss: 0 gal.V~.fl PflhIRIN(~

At'ifl HANfl PIIMPINfl.-

FIRST FtdflJ I n POURING AND HAND Pt IMPING -FIRST EN(13.6) Ambient Temp.: 7' *F Thermometer ID: P J I 0 1 Recal Date:(13.7) Grease Temp.: ) OF. Thermometer ID: Recal Date:(13.9) !aft Grease Height a) 2q ,L in. (13.12) Final Grease Height (b)(13.14) Total amount of Grease added: , gal. (a-b)xit77 into the(13,16) Quantity of Waste Grease::

0 gal. (13.15)

(13.17) Total Grease Replaced this end: A.y' gal.11-14-13, 1ý4,, -13&dL. endC3 Hand Pumped13.0 HAND PUMPING -SECOND END(13.6) Ambient Temp.; 74 -IF Thermometer ID: Recal Date::(13.7) GreaseTemp.:

1!5 2F Thermometer ID: PJKA Recal Date: lo"t--4(13.9) lnttal Grease Height (a) in. (13.12) jFnal Grease Height (b) J5,2 in.(13.14) Total amount of Grease added: 5;.5 gal. (a-b)x ,77 into the end(13.16) Quantity of Waste Grease: v gal.. (13.15) K Poured [I Hand Pumped(13.17) Total Grease Replaced this end: ' 75 gal./14.0 CALCULATION OF PRESSURE PUMPING(14.1) Total Tendon Grease Replaced:

gal. (13; 1 + .13.17)(14.2) Net Tendon Duct Grease Volume: to gal. ReW1osQ Votu(14.3) Percent Difference:

Total Tendon Replaced(14.1)rTotalTendonLoss(8.9):

-x/)o= #7 %Difference Net Tendon Duct Grease Volume (14.2) /" ..j(14.4) Grease Leaks: El Yes gg No 1,/- -(14.5) Refill Acceptable:

0 Yes itess than 1o%) 0l No (gaaterthan t0%) (5If No -Customer Notified NCR NO.:-(14.6) Comments:

Level: Dt IL-" C IReviewed:.

.... L_ 5C= Level: /.w31 SO 12,1 TMI.13 ISITopical Report 213 Attachment 2 Page 206 of 1008 REP-1098-510 Appendix A, Page 166 of 348Project:

TMI 40. YEAR TENDON SURVEILLANCE UNIT 1(73) Tendon No.: /2, 9- 24 -Tendon End: _____ ...... ___ Shop El FieldGrease Cap Removal(7.6) Date Removal Started:

Q.C. Signoff(7,7) Dry Ice Used on Grease Cap and/or Anchorage 0... Yes (X No(7.8) Temp. of Concrete:.

O F Thermometer No.: _SI-2q3 Re-Cal Date: / .-.f_..-7 Z((.,,IAmbient Temp.: O 0F Thermometer No.: P10 / 0/ Re-Cal Date: /i-/ /a(8.4) Anchorhead iD.; 05 7 Anchorhead Verification, U] Match 3 No-Match

--(8,.5) Grease CoatingGrease Cap -Complete Partial Uncoated

%10Buttonheads

-Complete Partial Uncoated

%Anchorhead

-Complete Partial Uncoated

%Shims -Complete 7 Partial:

Uncoated

%___,0Bearing Plate -'1 Complete

.Partlalý Uncoated

% A9-P-/3-Limited within the inside diameter of the grease cap.(8.6) Unusual Conditions:.

A .(8.7) Grease Color Match: U Yes 9 No Grease Color: .6--,Comments:

-I-i(8.8) Quantity of Samples 2.. Quart Samples identified per Step 8.8.1? ( Yes U NoLocatlonof C1 A.H. UI B.P. U1 Shims 25-Cap U DuctRemoval * -1.?(8.9) Qty, of Grease lost during removal of cap:. gal. /4z W(8.9.1) Grease from cap to be reused? U Yes aNo Qty. of Grease removed from cap: -3.5 gal. ./, t(9.6) Qty..of Grease removed from anchorage:

/ t2 gal.(9.7) Damage during cap removal or anchorage cleaning?

[]Yes [] No Describe:

.V/4,.J .c .o- f-Iz(10.3) Method of Tendon Protectionm wIT5Ut7b-A t-n% e cAP Lt. I, .). &v -)-(10.4) Amount of Grease Loss from Tendon duct: gal. C6 L4(10.5) Total quantity of lost grease (below):(8.8) .+ (8.9) 0 + (8.9.1) 5' + (9.6). 0 + (16.4) 0 = 0 TOTAL(11.11.2).Document TOTAL grease lost on.Data Sheet 12.1, GREASE REPLACEMENT.

,3 Yes U- Noi~~~ .i//-OC Reviewed:

iL ~Level:Date:iI13 SQ 6.0 TM1,13 ISITopical Report 213 Attachment 2 Page 207 of 1008 REP-1 098-510 Appendix A, Page 167 of 348N1091 PSC PROCEDURE SQ 6.0 IGREASE CAP REMOVAL IData Sheet 6.0 I09g03/13 IPagel ofRevision 11Project:

TMI 407H YEAR TENDON SURVEILLANCE W'UNIT 1(7.3) Tendon No.; //?Y-2 Z Tendon End: p477 [3 " Shop FieldGrease Cap Removal(7.6) Date Removal Started:

q/ -I.Z1P(7.7) Dry Ice Used on Grease Cap andorAnchorage "I Yes [ No(7.8) Temp. of Concrete::

'IF Thermometer No.: 3 Re-Cal Date:Ambient Temp.: 4G 0 F Thennometer No.:-, ,- A Re-Cal Date: I f1,tl((8.4) Anchorhead I.D.: Anchorhead Verification:

C1 Match (8.5) Grease CoatingGrease Cap -Complete Partial Uncoated

%Buttonheads

-Complete Partial _Uncoated Anchorhead

-Complete Partial Uncoated

%Shims -Complete Partial Uncoated

%_ _Bearing Plate -Complete Partial Uncoated

%-Limited within the inside diameter of the.grease cap.(8.6) Unusual Conditions:

(8.7) Grease Color Match: C1 Yes .JA No Grease Color:. h r .tou,:Comments-:

, e_.(8.8) Quantity of Samples , Quart Samples identified per Step 8.8.1? AYes [I NoLocation of.[E A.H. [I B.P. I] Shims 1] Cap El DuctRemoval.1@1(8.9) Qty, of Grease lost during removal-of cap: 0Z .gal.(8.9.1) Grease from cap to bereused?

[] Yes ,KNo Qty. of Grease removed from cap: '-, '5 gal.(9.6) Oty. of Grease removed from anchorage:.

0. Z5 gal.(9.7) Damage during cap removal or anchorage cleaning?

El Yes CNo Describe:

A ke-(10.3) Method of Tendon Protection:

&,k-4AII,,A khe_ jre __ / Am") ,4As ,,-(10.4) Amount of Grease.Loss from Tendon duct: .gal.(10.5) Total quantity of lost grease (below):(8.8) T24 +(8.9) 0,5+ (8.9.1),Z2._

4(9.8) 012.5 (10.4) Tf 3, TOTAL(11.1.2)

Document TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENT.

aYes C] NoQC Reviewed:

c5L'K)Level: _V _:Date:313 SQ 6.0 TMI.13 1SITopical Report 213 Attachment 2 Page 208 of 1008 REP-1098-510 Appendix A, Page 168 of 348N1091 PSC PROCEDURE SQ 6.1INSPECT FOR WATERData Sheet 6.109/03/13PRAECISION ANCE Page 1' of IRevision dProject:

TMI 40TH YEAR TENDON SURVEILLANCE

[ UNIT I(01i) Tendon No.: I 2 Tendon End: [ fShop OJField.(9.5.1)

DURING REMOVAL OF GREASE CAPWater Detected:

E] Yes ( No Quantity:

_ Sample Taken: El Yes F1 No N/AMoisture

==

Description:==

El Observable Moisture El Significant Moisture Not Applicable Comments:

AI/-(9-6A1) INSIDE GREASE CAPWater Detected:

El Yes B No Quantity:

, Sample Taken: E] Yes El No .j N/AMoisture

==

Description:==

El Observable Moisture

[E Significant Moisture

[0 Not.Applicable Comments:

Al/1,4(9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected:

i- Yes [A No Quantity: Sample Taken: Cl Yes C] No , NIAMoistureDescription:

El Observable Moisture C1 Significant Moisture

( Not Applicable

.Comments:

Al(9.9.1) DURING DETENSIONING

,//4Water Detected:

E] Yes E] No Quantity::

Sample Taken: El Yes E] No El N/AMoisture

==

Description:==

El Observable Moisture El Significant Moisture El Not Applicable Comments:

(11.1) NOTIFICATION 1/11A_ _ _Exelon Notified:

E[ Yes Individual Name: Date:SAMPLE IDENTIFICATION AND STORAGE(12.2) Samples adequately identified:

Cl Yes(I 2.3),Samples stored at:QCSignoff:

_/Y_ Level: 22' Date: /0I--l3QC Reviewed:

.*_e Level: ..Zf Date: 14 SQ 6.1.TMI.13 ISITopical Report 213 Attachment 2 Page 209 of 1008 REP-1 098-510 Appendix A, Page 169 of 348N1091 PSC PROCEDURE SQ 6.1INSPECT FOR WATERData Sheet 6.109103113Page 1 of 1Revision 0Project:

TMI 40T YEAR TENDON SURVEILLANCE

.!UNIT I(8.1) Tendon No.: R 2/4 -2 Z, Tendon End: &A -C] Shop [0 Field(9.5.1) DURING REMOVAL OF GREASE CAPWater Detected:

LI Yes No Quantity:

Q0 Sample Taken: D. Yes 0l No% I NIAMoisture

==

Description:==

C] Observable Moisture

[I Significant Moisture Not Applicable Comments: .M-(9.6.1) INSIDE GREASE CAPWater Detected:

E- Yes [aNo Quantity:

0 Sample Taken: El Yes C] No kg N/AMoisture

==

Description:==

[] Observable Moisture El Significant Moisture PSNot Applicable Comments:

/twe,(9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected:

El Yes [aNo Quantity:

_ Sample Taken: El Yes C] No KNIAMoisture

==

Description:==

E] Observable Moisture El Significant Moisture

[2,Not Applicable Comments:

(9.9.1) DURING DETENSIONING

ý'/AWater Detected:

0l Yes El No Quantity:

Sample Taken: E] Yes E] No E] N/AMoisture

==

Description:==

[] Observable Moisture 0l Significant Moisture El Not Applicable Comments:

(11. 1) NOTIFICATION "AExelon Notified:

E] Yes Individual!

Name: Date:SAMPLE IDENTIFICATION AND STORAGE'(12.2) Samples adequately identified:

El Yes(12.3) Samples stored at:QC Signoff;

.Level: Date: ./LL '-" 1".QC Reviewed:

.Level Date:0114 SQ 6.1.TMI113 ISITopical Report 213 Attachment 2 Page 210 of 1008 REP-1098-510 Appendix A, Page 170 of 348Project:

TMI -40' YEAR TENDON SURVEILLANCE Tendon No.:

• H~t-*Anchorage 6D.:4Tendon End/Buttress No.: 1,Adaptor:ID:

EQUIPMENT MICROMETER WIRE, SHIMSThread MIc ID Recali Date ID No.. Recal Date ID No. Recal DateExt.____ qc.1*

2\MajorExt.Ext. 7 .mnt, N/A N/AMajor _____________

In.NIA NIAMinor _MEASUREMENTS THREAD .Average Ura Wire Shim AverageThread. Read 3rd ..6 9Av Constant Diameter Size DiameterExt. 377_Major 2_ NA_._N.Ext.I 533-lýPitch (1) 2 53 _____.____

3____ _____9.a_

minor (2) 2 _1 V11 4- 7'7 ,,',-Int. 1 NIA NIAMajor 2 N/A N/AInt. 1 NIA NA N/AMinor 2 N/A. N/A N/AInt. Go Gauge ID: NIA Recal Date:. N/A Result: N/APitch No-Go Gauge NIA Recal Date: NIA Result..

NIAID:Note: (1) External Pitch Diameter

= [Average]

-(Wire Constant)

-[Shim Size)(2). External Minor:Diameter (Average]

-(2 X.Wire Diameter]

-[Shim Size]DISPOSITION

.Trial 1 Trai 2I Trial3 I Trial 4.Adaptor Mark C.!-Min. Minor Diameter from Adaptor Table 0. o..Acceptable?

(Yes or No) -0C Signoff:.

QC Reviewed:

Level:.Level: ,Date:.Date: " 1!I LA",; aA I17 SQ 7AITMIA13 ISITopical Report 213 Attachment 2 Page 211 of 1008 REP-1 098-510 Appendix A, Page 171 of 348N1091 PSC PROCEDURE SQ 7.1INSPECTION DOCUMENTATION p~i2 DATA SHEET 7.1PRECISION Page I of IRevision 0.Project:

TMI -400 ..YEAR.TENDON SURVEILLANCE.

A,#,exsý-i 2- lr,'e. fd &,4Tendon No.:Anchorage ID.;*-I 2.tj -Z .- .. Tendon End/Buttress No.:.l6_ _ _ _l Adaptor ID: A..-"/I.EQUIPMENT MICROMETER WIRE SHIMSThread MIc IO Recal Date ID No. Recal Date ID No. Recal DateExt.. AExt.Pitch ."Z 2,7-1L! O /O"1-14' 5ar (4 g.zo-j4Ext.MajorNANA mnt,Minor NIA NIAMEASUREMENTS THREAD Aveag Wire Wire Shim AverageThread Read 3'f 6" 9 Average Constant Diameter Size DiameterExt. i 3. p 1.3 7q ,_ Major 32 ......_N5 q_.7 NIExt. I qA. 3 ,__.. ___Pitch (1) 2 _________

&,I ____ ____* Ext.1Minor (2) 2 CInt. 1 N/A N/AMajor 2 1N/A. N/AInt. _1 N/A PN/A N/AMinor 2 N/A N/A N/AInt.. Go Gauge ID: NIA Recal Date: N/A Result: N/APitch. No-Go. Gauge N/A Recal Date: NIA. Result:-

NIAID:jn2Lesl,(.) External ritcn uiameter verageI -v0we uonstanij

-Lohim oizel(2) External Minor Diameter

= (Average]

-[2 X Wire Diameter]

-(Shim Size)DISPOSITION I Trial i Tdal.2 .Tdal 3 Trial 4Adaptor Mark A.,Min. Minor Diameter from Adaptor Table -Acceptable?

(Yes or No) )ke-OC Signoff:QC Reviewed:

p(-'LLevel:Level: ._ .Date: ,) _.'1- 203Dale: J II0w17 SQ 71 TMI13.ISI Topical Report 213 Attachment 2 Page 212 of 1008 REP-1 098-510 Appendix A, Page 172 of 348Project:,

TMI 2013 TENDON SURVEILLANCE I UNIT I(7.3)Tendon No -, Tendon End: 2 t., -r-I [] ShopANCHORAGE INSPECTION CRITERIA§9 As-Found El Post De-Tensioning I Pre-Wire:Removal 0 Post Re-Tensioning O.C. Signoff9.0 & 10.0 -CORROSION

& CRACK INSPECTION (9.2) Buttonheads Level: 0 () (10.1) Cracks 0Yest Or 1 No DI N/A(9.2) Anchorhead:

Level: (10.1) Cracks El Yest2} JON0 [I NIA(9.2) Bushing Level: .(10.1) Cracks E] Yest(2 IM No 0 NIA(9.2) Shims Level: .(10.1) Cracks C1 Yes(2) JO No E] N/A(9.2) Bearing Plate Level: (10.1) Cracks [] Yes 2) [R:No [I N/A0)- Corrosion Level of C requires a NCR. -21Compose:a sketch of the cracks on Sketch Sheet 8.0 and initiate a NCR:,44 IO I11VV', UlAf IOnctl-i'eSka Offslze (Malformed)

Protruding/unseated wire/buttonheads.

0 1Broken/missing wire/buttonheads Previously identified as missingDiscontinuous

-removed thissurveillance

@ /ooooooooo

\000o00o0000 000000000 0000 0 0 0 0 100 0000000000000000 0000000000000 K 000000000 f00000000 000000000000 0..o6 o -6 00o00:0o0 0001700.00000:00:

0000 '00000.00.

"-..oo oo oo o0V0 0.oo ooooo/PPbbTr1~O'~JiLik~

wire(s) being removed during thissurveillance for testing(11.2) Anchorhead 1.0. o/,10Located on Sketch: [9 Yes [I NoBushing I.D. .& -Located on Sketch::

r2,Yes [I No(11.4) Missing Buttontheads Found:LI.Yes [I No: Quantity:/V114 Additional Information:

At 1ý&U""7,,4 " -7q i(Z, 2--I -. 2. S'..'AI1..... .... : J ---(12.2) Number of Protruding Buttonheads (w):(12.3) Number of Mlssing:Buttonheads (0, ):(12.4) Total of Protruding

+ Missing Buttonheads:

(12:5) Total 0 of Effective Buttonheads Seated:-4-'(8.3) Illumination sourcecC (12.6) Continuity Test Requested

?Wires Identified?

(12.7) Overall Results 0 Acceptable Ci Un-Acceptable Cuslomer Notified NCR#:QC Reviewed:

dt: ZULevel:Date:,o-~-Z~I3 18MSG 8.0.TMt,13 11STopical Report 213 Attachment 2 Page 213 of 1008 REP-1098-510 Appendix A, Page 173 of 348Project:

TMI 2013 TENDON SURVEILLANCE UNIT 1(7.3)Tendon No., Hay-xz Tendon End: t Tr"/ ShopANCHORAGE INSPECTION CRITERIA*

Dl As-Found 5] Post De-Tensioning

/ Pre-Wire Removal El Post Re-Tensioning Q.C. Signoff9.0 & 10,0 -CORROSION

& CRACK INSPECTION (9.2) Buttonheads Level: (10.1) Cracks [I Yes.12 fM No C1 N/A(9.2) Anchorhead Level: (10.1) Cracks 0 Yes (2) (-.No 0l NIA(9.2) Bushing Level: ___ (10.1) Cracks [I Yes (2) No [I NIA(9.2) Shims Level: (10.1) Cracks El Yes (2 ) 1 No El N/A(9.2) Bearing Plate Level: (-1 (10.1) Cracks C3 Yes'2) V No El N/A /?-1 /-3-Corrosion Level of C requires a NCR. 12)-.Compose a sketch of the cracks on Sketch Sheet 8.0 and initiate a NCR.11.0 -UTTONHEAD INSPECTION IS4/ 7 \/I V0 Offslze (Malformed)

Protruding/unseated o k ' -W wire/buttonheads

/.0 Broken/missing wire/buttonheads 0 Previously identified as missing 00 60000 0\_____~~~~~~

o_______________

0000 o o)00 o0 't~I Discontinuous

-removed this 000000000000 surveillance 00000000.00000 wire(s) being removed during this .0 00000. 000 0000surveillance for testing I OoOOOO "OOOO O0 O0O00000.0000

/(11,2) Anchorhead I.D. /// \00000000000000, Located on Sketch: 9 Yes rlNo 000000000000/

Bushing D. 51 000000000000 Located on Sketch:.

I Yes ElNo(11.4) Missing Buttonheads Found:A//

0 \-El Yes [I No Quantity:

//Additional Information:

• A C67 "Y4 -,5 /'~ a- t rO-i3(12.2) Number of Protruding Buttonheads (w): (8.3) Illumination source Or_._- _r(12.3) Number of Missing Buttonheads (0, )Y(12.4) Total of Protruding

+ Missing Buttonheads:

B (12.6) Continuity Test Requested

? El Yes [E No(12.5) Total #of Effective Buttonheads Seated: Wires Identified?

0 es 0 No(12.7) Overall Results ,WAcceptable El Un-Acceptable Customer Notified NCR#: !0-7 .WQC Reviewed::

Level:,...

Date:W_ _I018 SQ 8.0,:TMI.13 ISITopical Report 213 Attachment 2 Page 214 of 1008 REP-1098-510 Appendix A, Page 174 of 348P C I ANCEN 1091 PSC PROCEDURE SQ 8.0ANCHORAGE INSPECTION Data Sheet 8.OA09M03113.

Page I of I:Revision 0Project:

TMI 2013 TENDON SURVEILLANCE

..UNIT1(7.3)Tendon No.: J-Z " z .Tendon End: , , Field;ANCHORAGE INSPECTION CRITERIAR As-Found C] Post De-Tensioning I Pre-Wire Removal 0' Post Re-Tensioning Q.C. Signoff9.0 & 10.0 -CORROSION

& CRACK INSPECTION

/(9.2) Bultonheads Level: A 11) (1o.1) Cracks El Yes t 0- N/A(9;2):Anchorhead Level: A (10.1) Cracks [" Yes (2 N6 .NIA(92) Shims Level' (10.1) Cracks EYes [1 E N/A(9,2) Bearing Plate Level.: (10.1) Cracks 5 ]'No El NIA..... CorosionLevof C elrea NCR.2 2Compose a sketch of the cracks on Sketch Sheet 8.0 and initiate NCR.44 di "ITTn ~UCAfl ILIQ0Ci'TJIk

• Offsize (Malformed)

Protruding/unseated w wire/buttonheads 0 Broken/missing wire/buttonheads

• Previously identified as missingI 0 0 0II0 0ooooooo.Dý.

00000000.

00000000000 Discontinuous

-removed thissurveillance.

/m _ " ....wire(s) removed during thissurveillance for testing0C0C0.r.(1 1.2) Anchorhead I.D. IV6Located on Sketch: 0 Yes El No(11.4) Missing Buttonheads Found: /0 Yes [- No Quantity:I'/A Additional Information:

o.00000000000

.000000000000 000000000000.0 0000000000000

)00000000 00,00OOOOOO.O.00O00l 000000000000.

ooooooooooooo 000000000000 0000000.000 0000o00:o OOOOOQ./~4Aekk-47(4ZJ

• A>I --(12.2) Number of Protruding Buttonheads,(w):

0 (8.3).Illumination source

$s41,I:(12.3) Number of Missing Buttonheads (10, 5: _ _(1 2.4) Total of Protruding

+ Missing Buttonheads:

0 (12.6) ContinultyTest Requested?

El Yes 9No(12.5).Total N of Effective Buttonheads Seated: ,.,,. Wires Identified?

El No(12.7) Overall Results ; Acceptable El Un-Acceptable Customer Notified NCR#: ql'QC Reviewed:

/q-z-1Level:Dale:IV 18:SQ B.O.TMI.13 IS]Topical Report 213 Attachment 2 Page 215 of 1008 REP-1098-510 Appendix A, Page 175 of 348N1091 PSC PROCEDURE SQ 8.0ANCHORAGE INSPECTION Data Sheet 8.0A09/03/13PRISION ANCE Page 1 of 1Revision 0Project:

TMI 2013 TENDON SURVEILLANCE

[UNIT 1(7.3)Tendon No.: -Tendon End: 7 -EFieldANCHORAGE INSPECTION CRITERIA0- As-Found

[I Post De-Tensloning I Pre-Wire Removal C Post Re-Tensioning Q.C. Signoff9.0 & 10.0 -CORROSION

& CRACK INSPECTION (9.2) Buttonheads Level: A (10.1) Cracks C1 Yes. 0o N/A(9.2) Anchorhead Level: (10.1) Cracks [] Yes N/A(9.2)AShims Level ( (10.1) Cracks rl Yes I'd El N/A(9.2) Bearing Plate Level: AJt (10.1) Cracks 0 Yes 12) [No 0 NIA .-(1t- Corrosion Level of C requires a NCR. t11Compose s sketch of the cracks on Sketch Sheet 8;0 and initiate a NCR."1". BUTTONHEAD INSPECTION A C L FT 6XA Mb Offsize (Malformed)

Protruding/unseated

[ ]v wire/buttonheads 0 Broken/missing wireobuttonheads 0 0 0000,0000.

• Previously identified as missing 00000000.0 00000000000

1 Discontinuous

-removed this 000000000000.

_ surveillance.

0000000000000 wire(s) removed during this 00000OOO b0D0__ surveillance for testing 0 0 0 0 0 0 0 0000 0 0000000000000000 (11.2Anchrheal.D.00000000000.000 0000000000000 Located on Sketch: .Yes El No 000000000000-.O 0000000000 (11.4) Missing Buttonheads Found; 0 00 000 000 Yes C1 No Quantity:

0000000Additional Information, (12.2) Number of Protruding Buttonheads (w): (8.3) Illumination source (12.3) Number of Missing Buttonheads (0 , §:(12.4) Total of Protruding

+ Missing Bultonheads:

0 (12.6) Continuity Test Requested?

[] Yes ] No(12.5) Total #of Effective Buttonheads Seated: ____ Wires Identified?/,95

[I No(12.7) Overall Results W.Acceptable E] Un-Acceptable Customer Notified NCR#: N , //A.QC Reviewed:

Level,* Date:-.1/1/18 SQ 8.0.TMI.13 ISiTopical Report 213 Attachment 2 Page 216 of 1008 REP-1098-510 Appendix A, Page 176 of 348Project:

TMI 2013 TENDON SURVEILLANCE

.UNIT ITendon No.: Tendon End: ."Shop El Field:(7.4) Bearing Plate Identification

D. t.S0'oTe-1.. Orient the bearing plate with the sketch below.2.. Locate. the bearing plate identification and document the location on the sketch.3. Sketch all cracks, including other defects, existing on the concrete In the area surrounding the tendon anchorage for a distance of24.inches from the edge of the bearing plate.4. For cracks equal to orwider than 0.010 Inches, document condition anan Nonconformance Report in-accordance withProcedure QA 9.0, NONCONFORMANCES, for Exelon approval.

On Hoop and dome this edge isS.&eOn u ...() "77//u I4;?) Vertical Tendon .Ihis is:toward thecenter of the containment.

>101eA'1a Auxiliary Light Source used: C) Yespf No(7.3) Illumination source: ( ' I ( -O._(7.5) Cracks a 0.010' C]Yes ENo Quantity:

PK_.Max.

Width: Max Length: / NCR* .OC Inspector:

Level: Date:.-3C Reviewed:

rV _ Level-, Date: .1.9 SQ 8. 3 ISITopical Report 213 Attachment 2 Page 217 of 1008 REP-1 098-510 Appendix A, Page 177 of 348N11091 PSC PROCEDURE SQ 8.31BEARING PLATE INSPECTION DATA SHEET SQ 8.3* 09103113* Page Iof IRevision 0Project:

TM) 2013 TENDON SURVEILLANCE, UNIT 1Tendon No.: Tendon End: []'Shop I] Field(7.4) Bearing Plate Identification#:

6LnM 4P -11,1Ale.1. Orient the bearing plate with the sketch below.2. Locate the bearing plate identification and document the location on the sketch.3. Sketch all cracks, including other defects, existing on the concrete in the area surrounding the tendon anchorage for a distance of24 inches from the edge of the bearing plate.4. For cracks equal to or wider than-0.010 Inches, document condition on an Nonconformance Report in accordance withProcedure OA 9.0, NONCONFORMANCES, for Exelon approval.

On Hoop and dome this edge isup,Vertical Tendon, this is toward thecenter of the containment.

StiAl I~Ij~CAuxiliary Light Source used' MYesE] No(7.3) Illumination source; e6 6 _-:(7.5) Cracks? 0.010" U-Yes 0No Quantity:

O Max. Width: MaxLength:.

NCR-:QC Inspector:

w'~Level:

Date: 261)C Reviewed:~

Level: Date: /4 5rA .<71I19 SQ 83 TMI.13 ISITopical Report 213 Attachment 2 Page 218 of 1008 REP-1098-510 Appendix A, Page 178 of 348Project:

TMi 40 THYEAR TENDON SURVEILLANCE 19 Unit 1(7:6)Tendon No.: &,'.-//.Z Q- Tendon End,: Atpf-F 4/ ,IShop OFieldLIFT-OFF INSPECTION CRITERIA Q.. Signoff(9.3) Temp. of Concretet:

F Thermometer No:: 5-r/V3 Recal Date: / -Ik -S,* Ambient Temp.. 9- T Thermometer No.: Recal Date: ///.?,(9.4) Anchorhead and Stressing AdapterThreads:

J Acceptable

[] Unacceptable (9.5) Number of Effective Wires:: (P(9.6) Anchorhead and Stressing Adapter Engagement/Alignment:

0 Acceptable

[ Unacceptable (9.7) RAM ID: 7 LtOl Recal Date: end of job RAM Area:a. & K = 5. h :jGauge-( RecaIDate:bftji uN L SE, Oail(yCheck:

Ok(9.08):Shim Stack. Height: #1 7.. in; #2 I. V in. Ruler ID: Recal Date: 1,5Individual Shims: Stack#i:

41 :,., in. Stack #2: ti/'-, ,-- /" ' in.(AL4.~iO- (-/3(9.9) Lift-off Overstress Force (LOSF):(9.10) PF: j ( kips.(9.11.5)

As-Found Lift-OffStack#1:

1) psi-2 .) o psi3)SO psi(9.11.13)

End Average Force (this end):(9.11.14)

End Avg. Force (other end)::1 5X Z kips95% PF;. /0127 kips 6 psiStack #2: 1) ,(J1'.v psi2) ps../ , psi_ Mosp11,3'.4a6 kips (9APressure:

Q3, ¶ psi90% PF: kips,. psi(9.11.13),,Circled Values1) Go/0- psi2) .oo psi*31* < psiAverage:

..-,100 psi1.15) Average Liftoff (ALV) k , ipsie,?,4L/(9:11.. 16) Liftoff (ALV) Acceptance Criteria:

a) I64,Acceptable

-ALV is :95% PF.b) E Adjacent Tendons to be stressed.-

ALV is <.95%PF but > 90%PF. Document on a NCR.c) E] Unacceptable

-ALV is < 9W/PF. Document on a NCR.NCR Required

[ Yes P4 No Customer Notfied NCR No, *.f(9.11.1t7)Adjacent Tendon Lift-Offs INote Use a separate Data Sheet 9.0 to document Liftoff forces.)Adj Tendon: _ 0 Acceptable

-ALV > 95% of PF, The original scope tendon:SHALL beThis Tendon: .restored to within -01+6% of PF, but in no case, no greater than 0.70 G JS SL Adj Tendon: determined for the number of effective wires. g thn07EXELON Notified:

El Yes C] No Name/Date:

,, ,.b ) Adj Tendon: _ _ .- Unacceptable

-ALV < 95% of PF for either tendon. Document the conditio' Adi Tendon: on a NCR.Customer Notified NCR No: .... .J-c, " Adj Tendon: _ _ Unacceptable

-ALV < 90% of PF for either tendon,.

Document the con(ditl" Tendon:._____

on a NCR. ... ,...T n. _. CustomerNotified NCR No.: J:,-Jj'... J '-' ...........

.% : * =..... "..... iIr " " "Level: T:Date: /1/ 3QC Reviewed:

/21 SQ 9.0 TMI.13 ISlaTopical Report 213 Attachment 2 Page 219 of 1008 REP-1098-510 Appendix A, Page 179 of 348Project:

TMI 40 TH YEAR TENDON SURVEILLANCE

' Unit 1(7.6)Tendon No.: [..... , " Tendon End. 2 (Shop IM Field'LIFT-OFF INSPECTION CRITERIA

... .Si'n.of.(9.3) Temp. ofConcrete:

43 OF Thermometer No.: ST. (iD Recal Date:

Ambient Temp.: &0 OF Thermometer No.: PK. A Recal Date:. ,4(9.4) Anchorhead and Stressing Adapter Threads: Acceptable

[I Unacceptable (9.5) Number of Effective Wires: _____1_'(9.6) Anchorhead and Stressing Adapter Engagement/AlIgnment

.O Acceptable

[] Unacceptable 4 (A,0-4(9,7) RAM ID: 9sb RecalDate:

endofjob RAMArea:MK

= -K 2j:LfGauge ID: Recal Date: Daily Check: 0IA" .(9.8) Shim Stack.Height:

1. 1 #2. z,-7 in.. Ruler ID: Recal Date: ,L./-i4Individual Shims: Stack #1: Stack.#2: Zg "/ in.(9.9) Lift-offOverstress Force (LOSF): ,S , kips Pressure:

£,Z3 psi(9.10) PF: II(* kips. 95% PF: 10(o kips: 90% PF: fi04/- kips(q6i1q9 psi ISM p37 psi i,. 75 psi f_&11f 4/(9.11,5)

As-Found Lift-Off

-(9.11.13).

Circled ValuesStack#1:

1) psi Stack#2:

f.i ' psi. 1) .Psi2) 30o.c0 psi 2. 2> j psi. 2). 3OZa- psi3): .'07I1 .psi 3) 120 JPsi 3) 10,S psi(9.11.13)

End Average Force (this end).: (00., Average:.

362b psi .-(9.11.14)

End Avg. Force (other end): 1 (9.11k.15)

Average Liftoff (ALV) kips Liftoff (ALV) Acceptance Criteria:

all RAcceptable

-ALV is >95%.PF.1-6). [IAdjacent Tendons to be stressed

-ALV is < 95%PF but > 90%PF. Document on a NCR.c) n- U nacceptable-ALV Is -90%PF. Document on a NCR.NCR: Required C] Yes M] No Customer Notified NCR No.-(9.11.17)

Adiacent Tendoni Lift-Offs (6Note- Use a separate Data Sheet 9.0 to documen(

Liftoff f6fces.)AdJ:Tendon:

"1 Acceptable.-

ALV > 95%.of PF. The original.scopete on SHALL bea) -This Tendon: restored to within -00+6% of PF, but in no case, no gre er than 0.70GUTS asAdJ Tendon: .determined for the number of effective wires.EXELON Notified:

El Yes a l No NamelDate:

At_,___.b) Adj Tendon: D. o Unacceptable

-ALV .< 95% of PF for either tendon..

Docume tl~e condition c) AjAdj Tendon:edn

.. on] aUnacceptablecR

" ALV < 90% Of PF for either tendon..

Document./he n LAdf Tendon: _ ___ on a NCR.Customer Notified NCR No.: ./,-5:QC Reviewed:

...... ... ... Level: _ Date:21 SO 9.0 TMI.13 ISlaTopical Report 213 Attachment 2 Page 220 of 1008 REP-1 098-510 Appendix A, Page 180 of 348N 1081 PSC PROCEDURE SQ 12.0REPLAC E GREASE CAPData Sheet 12.0*09103/13 PRECISION ANCE Page I of 1Revision 0Project:

TMI 40TH YEAR TENDON SURVEILLANCE Tendon No.: 2 Tendon End: *, /S,. , -Shop ! FieldANCHORAGE INSPECTION CRITERIABEARING PLATE SURFACE PROPERLY PREPARED:

GREASE CAP SURFACE PROPERLY PREPARED:

GASKET MATING SURFACE:

PROPERLY PREPARED:

STUDIBOLT HOLES PROPERLY PREPARED-FOREIGN MATERIAL EXCLUSION CONTROLLED:

YESO-YESM'lrE S0-I-E-S2-Y"E SUNOENOCD NOC1 NO[I NCOMMENTSCREW-FOREMA

.INF .. ..QC Re viewed'.0, aLevel: -]q-Date: A '30 SQ 12.0 TMI.13 ISI.Topical Report 213 Attachment 2 Page 221 of 1008 REP-1 098-510 Appendix A, Page 181 of 348Project:

TMI 40H YEAR TENDON SURVEILLANCE Tendon No.: I-/ .Tendon End: 1,"7-rr I/ [] Shop El FieldANCHORAGE INSPECTION CRITERIABEARING PLATE SURFACE PROPERLY PREPARED:

GREASE CAP SURFACE PROPERLY PREPARED:

GASKET MATING SURFACE PROPERLY PREPARED:

STUD/BOLT HOLES PROPERLY PREPARED:

FOREIGN MATERIAL EXCLUSION CONTROLLED:

gYESP YESJ9YESSYESYESEl NOfNOEl NOEU NO[3 NOCOMMENTSCREW FOREMAN SIGNOFF .Date: /'-)-/.QC Reviewed:

_ _ _ _ _ _ Level: Date:/S Z-"/3.30 SQ 12.0 TMI.13 ISITopical Report 213 Attachment 2 Page 222 of 1008 REP-1 098-510 Appendix A, Page 182 of 348N1091 PSC PROCEDURE SQ 12.1GREASE REPLACEMENT Data Sheet 12.1b -Hand Pumping09/03/13Page. 1 of 1Revision r,Project:

TMI 401. YEAR TENDON SURVEILLANCE Tendon No.: -,2..GREASE REPLACEMENT ac SIGNOFFS:

(8.4) Grease Used CR NEW OOLD- TEST DATE: 1- ACCEPTABLE Er APPROVAL LETTER8.0 REREQUISITES DATED:(8.5) Total .Grease Loss from Data Sheet 6.0 for .41/` 779 .tendon end: .. gal.(8.6) Total Grease Loss from Data Sheet 6.0 for .tendon end: gal. *,A I- T-(8.7) Estimated grease losses from leaks for 'Rwrral /!5ý12)tendon end: gal.(8.8) Estimated grease losses from *leaks for 61I .Z tendon end: 1., gal.(8.9) TOTAL Tendon Grease Loss: gal.t3.0 POURING AND HAND PUMPING -FIRST END(13.6) Ambient Temp.: I °F ThermometertOD p1 0 Recal Date:.(13.7) Grease Temp.: / Ok) 0F Thermometer ID: Recal Date:: 14_4_ ,5(13.9) Ini!ti Grease Height (a) .in; (13.12) Final Grease Height (b) 22 VS in;(13.14) Total amount of Grease added: ,5,9 gal...(a-.blx,;77 into the _aA, L end.(113.1.6)

Quantity of Waste Grease: 0 gal; (13.15) [9.Poured

[]Hand Pumped0!3.17) Total Grease _Repl!aced this end: gal. 1 3.0 HAND PUMPIPLG.'.SECOND END(13.6) AmbIent Temp.: ,g OF. Thermometer ID: PK 4 Recal Date' ,..tui -1.(13,7) Grease.Temp.'

22'C) -F Thermometer ID: pK Recal Date: J/-14(13.9) Jniial Grease Height (a) 12,! in: (13.12) FinLa Grease Height (b) 9,. in.(13.14) Total amount of Greaseadded:

.3, gal.. (a-b)xI.77 into the end(13.16) Quantity of Waste Grease: 'C gal. (13.15) [M Poured El Hand Pumped(13.17) Total*Grease Replaced this end; S,.. gal.14.0 CALCULATION OF PRESSURE PUMPING.(14.1) Total Tendon Grease Replaced:

/1, -gal.. (13.17+ 13.17)(14.2) Net Tendon Duct Grease Volume: r/n I gal. RoetoSo 12.2- G voFA s.$ br rer~t~e.

.1101(1.4.3) Percent Difference:

Total Tendon Replaced (14. 1) -TotalTendon Loss (8 9).Net Tendon Duct Grease Volume (14.2) 100 -% Difference (14.4) Grease Leaks: .l Yes IV No we. I i -g-er(14.5) Refill Acceptable:

Ej Yes oess than to%) No (greater than 10) i s-If No -CuMtomer Notified NCR No.: .4,(14.6) Comments:

31 SO 12.1 TMI.13IS]

Topical Report 213 Attachment 2 Page 223 of 1008 REP-1098-510 Appendix A, Page 183 of 348N1091 PSC PROCEDURE SQ 6.0GREASE CAP REMOVALData Sheet 6.009/03113*0 PP a g e l o f I .PRCSIN c oC ,~O; Revision rProject:

TMI 40TH YEAR TENDON SURVEILLANCE UNIT 1.(7.3) Tendon No.: Tendon End: a 2. W1 Shop f}*FieldGrease Cap Removal(7.6) Date Removal Started:

Q.C. Signoff(7.7) Dry Ice Used on Grease Cap andlor Anchorage MlYes :FZNo(7.48) Temp. of Concrete:

OF Thermometer No.: j Re-Cal Date: w- ,,- Ambient Temp.: 7 'F. Thermometer No.; Re-Cal Date: I .O -(8.4) Anchorhead I.D. : & Anchorhead Verification:

C-1 Match PAJ] No-Match ANIL -rL-(8.5) Grease CoatingGrease Cap -Complete I Partial Uncoated

%Buttonheads

-Complete Partial Uncoated

%Anchorhead

-Complete Partial Uncoated

%Shims -Complete_

Partial Uncoated

%Bearing Plale- ) Complete Partial.

Uncoated

%-Limited within the inside diameter of the grease cap.(8.6) Unusual Conditions:

(8.7) Grease Color Match: .l Yes [ No Grease Colorn b&A h/otA/oComments:

AILQA.,-(8.8) Quantity of Samples , Quart Samples identified per Step 8.8.1? ] Yes E ] NoRemoval o [I A.H. 0l B.P. Shims [I cap El Duct , 16,lW(8.9) Oty. of Grease lost during removal of cap: C, .Z gal. V49 .(8.9.1) Grease from cap to be reused? El Yea Q No Qty. of Grease removed from cap:: 2, ' gal. a,0b,16-13 (9.6) Qty. of Grease removed from anchorage:

5.. gal.(9.7) Damage durng cap removal or anchorage cleaning?

E] Yes [] No Describe:

4/OANi 4' LWL(10.3) Method of Tendon Protection;

,-W"Af(tA

! "A hi/A Mw s e ,w101(10.4) Amount of Grease Loss from Tendon duct:. -gal. , -t.t(10.5) Total quantity of lost grease (below):

T(8.8) + (8.9) 0A, + (8.9.1) 1, j + (9.6) 01S_+ (10.4) ," = TOTAL(11.1.2)

Document TOTAL grease: lost on Data Sheet 12.1, GREASE REPLACEMENT.

§gYeS El No iv-L.QC Reviewed:

Level: Date:* 1/1 3I13 SQ 6.0 MI.13 ISI.0Topical Report 213 Attachment 2 Page 224 of 1008 REP-1098-510 Appendix A, Page 184 of 348I N1091 PSC PROCEDURE So 6.1I* .INSPECT FOR WATERI Data Sheet 6.1I M 09/03/13P PEIbNJYLAN CE Page 1 of ll* : Revision 0Project:

TMI 40TH YEAR-TENDON SURVEILLANCE 1(8.1) Tendon No.: q L 2 47 Tendon End: -l Shop 0 Field(9.5.1) DURING REMOVAL OF GREASE:CAP Water Detected:

El Yes CNo Quantity:

o Sample Taken: E] Yes E] No ;VN/AMoistureDescription:

[3 Observable Moisture

[]'Significant Moisture 5d Not Applicable Comments:

dame(9.6.1) INSIDE GREASE CAPWater Detected:

El Yes 9 No Quantity:

O Sampte Taken: El Yes El No [ N/AMoisture

==

Description:==

"].Observable Moisture

[I Significant Moisture PNot Applicable Comments:

(9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected:

Dl Yes No Quantity:

_ _ _ Sample Taken:Moisture

==

Description:==

E0 Observable Moisture El Significant Moisture,Comments:

X/o/e__ElYes D No M N/Aj] Not Applicable (9.9.1) DURING DETENSIONING A/AWater Detected:

El Yes o Quantity:

Sample Taken: El Yes El No El N/AMoisture

==

Description:==

E- Observable Moisture El Significant Moisture E]lNotApplicable Comments:

(11.1) NOTIFICATION d/AExelon Notified:

El Yes Individual Name: Date:SAMPLE IDENTIFICATION AND STORAGE 1(12.2) Samples adequately identified:

0 Yes(12.3) Samples stored at:I QC Signoff.,Aoki QC Reviewed:

U. 4.: zLevel:Level: ._-- _ _-Date: /1.q 4Date: /____/_314.S0 5.1,TMI.13 ISITopical Report 213 Attachment 2 Page 225 of 1008 REP-1098-510 Appendix A, Page 185 of 348.. -N1091 PSC PROCEDURE SO 12.0REPLACE GREASE CAP0ata. Sheet.12.0 09/03/13PRECISION ANCE Page 1 of 1Revision 0.... I SProject:

TMI 40TH YEAR TENDON SURVEILLANCE:

Tendon-No.:

--- ---/7 Tendon-End:

n------ -----Shop. --Field........

ANCHORAGE" CRITERIABEARING PLATE SURFACE PROPERLY PREPARED:

GREASE CAP SURFACE PROPERLY PREPARED:

GASKET MATING SURFACE PROPERLY PREPARED:

STUD/BOLT HOLES*PROPERLY PREPARED:

FOREIGN MATERIAL EXCLUSION CONTROLLED:

M-'YES04ES[9<YESEl NOC1NOC-'NOEI-NOEl NO:COMMENTS A .CREW FOREMAN SIGNOFF 2. Date: -//.b/&/OC Reviewed:

P-e-)Level: Date: /4v-ii3III30 SQ 12,0 TMI.13 ISITopical Report 213 Attachment 2 Page 226 of 1008 REP-1 098-510 Appendix A, Page 186 of 348Project:

TMI 40' YEAR TENDON SURVEILLANCE Tendon No.: , .-7jGREASE REPLACEMENT QCSIGNOFFS (8.4) Grease Used NEW [I OLD -TEST DATE: C1 ACCEPTABLE 0l APPROVAL LETTER8.0 PREREQUISITES DATED:(8.5): Total Grease Loss from Data Sheet 6.0 for / .tendon end- 3, C gal.(8.6) Total Grease*Loss from Data Sheet 6.0 for tendon end; gal.(807) Estimated grease losses from leaks for t. WH tendon end! /., 1A gal'(8.8) Estimated grease losses trom leaks for tendon end: 9,ig.(8.9) TOTAL Tendon Grease Loss:- gal.13.0 POURING AND HAND PUMPING -FIRST ENDI I I I I I I I(13.6) Ambient Temp.: 176 OF Thermometer ID: .e- 10),4 Recal bate: I 1'.- /3(13.7) Grease Temp.: 1 )eF Thermometer ID: ,rt* RecalOate:

,i'(13:9.) It Grease*Height (a) ...._j in. (13.12) Final Grease Height (b) .5 in.(I!3:14)

Total amountof Grease added: .. ',/ gal. (a-.b)xxi77 into the end(13.16) Quantity of Waste Grease: -gal. (13.15) [4 Poured [I Hand Pumped(13.17) Total Grease Replace this end: 3 I gal.13.-144AND PUMPING -SECOND FND(13.6) Ambie~nt en -:F ýThermomleter I0. Recall Date:(1317) Grease Temnp.: Fometer ID Recal Date:(13.9) Initial Grease Height (a) in. 13.12 a Height (b) in.(13114) Total amount of Grease added: al. (a-lb) 177 the ý end(13.16) Quantity of Waste Grease: gal. (13.15) 0 Poured [I Hand(13.17) Total Grease Replaced this end: gal.14.0 CALCULATION OF PRESSURE PUMPING(14.1) Total Tendon Grease Replaced:

S3 1 gal. (13: 4? .+ 13:17)(1.4.2) Net Tendon Duct Grease Volume: // ( gal. ReOWitoSo f2- GREASE Men.LuVES, UIt*"Ter1n Noth NtVejumeTotal Tendon Replaced (14.1) -TotalTendon Loss (8.9) x10 2 9 % Difference Net Tendon Duct Grease Volume (14ý2).(14.4) Grease Leaks: El-Yes J No el, -,(14.5) Refill Acceptable:

] 9Yes tlessthhm E No (goeaterman 10%)If No -Customer Notified NCR No.: Z /-1(14.6) Comments:

........

, _ / .......4QC Reviewed:

Level: __ _ _Date:I31 SQ:12.1 TMI.13 11Topical Report 213 Attachment 2 Page 227 of 1008 REP-1098-510 Appendix A, Page 187 of 348N1091 PSC PROCEDURE SQ 6.0GREASE CAP REMOVALData Sheet 6.0PS 09103/13:Pagel of 1Revision.

PProject:

TMI 40e YEAR TENDON SURVEILLANCE UNIT I(7.3) Tendon No.: +/-/.-3.

Tendon End: ._____,J_

__ __ CKShop 0 FieldGrease Cap Removal(7.6) Date Removal Started;:

1j Q.C. Signoff(7.7) Dry Ice Used on Grease Cap and/or Anchorage

'lYes (M No(7.'8) Temp. of Concrete:

71' -F Thermometer No.: Re-Cal Date: 10-'1141Ambient Temp6: "'7 OF Thermometer No.: Re-Cal Date: /t-e -lo(8.4): Anchorhead i.D.: Anchorhead Verification:

04Match [I No-Match j jf..(8.5) Grease CoatingGrease Cap -Complete Partial Uncoated

%Buttonheads

-Complete Partial Uncoated

%Anchorhead

-Complete V Partial Uncoated

%Shims -Complete Partial Uncoated

%Bearing Plate -.Complete Partial Uncoated

_________

-( Limited within the inside diameter of the grease cap.(8.6) Unusual Conditions:

(8.7) Grease Color Match: 0jYes IX1 No Grease Color.Comments:

'Il-I1(8.8) Quantity of Samples , Quart Samples Identified per Step 8.8.1? Q Yes E0 NoLocation of El A.HC B.P. 0 Shims C Cap C3 Duct --Removal (I A.H 1- 6(8.9) Qty, of Grease lost during removal of cap: gal.(8.9.1) Grease from cap to be reused? [E Yes {qNo Qty. of Grease removed from cap: gal. -I-*(9.6) Qty. of Grease removed from anchorage:

QL gal. k/9 I1-(9.7) Damage during cap removal or anchorage cleaning?

El 'ýes B o -escdbe:(10.3) Method of Tendon Protection:

IL ,J42~~A44azI~ gd 1C ~A /A A1k ¶44LO ~ak-15(10.4) Amount of Grease Loss from Tendon duct: .rgal. 1'(10.5) Total quantity of lost grease (below):(8.8) D.IS + (8.9) .+ (8.9.1)+

+ (9.6) O + (10.4) A = .TOTAL ."(11.1.2)

Document TOTAL grease lost on Data Sheet 121, GREASE REPLACEMENT.

64Yes OlNo I -QC Reviewed:

.Level: Date: , /13 SQ 6.0 TMI.13 ISI0Topical Report 213 Attachment 2 Page 228 of 1008 REP-1098-510 Appendix A, Page 188 of 348N1091 PSC PROCEDURE SQ 6.0GREASE CAP REMOVALData Sheet 8.0PC "09/03/13 PRECISION LANCE Page! of IRevision P-Project:

TMI 40T YEAR TENDON SURVEILLANCE UNIT I(7.3) Tendon No.:

Tendon End: K. , -9h FieldGrease Cap Removal(7.6) Date Removal Started:

/ / ... Q.C. Signoff(7.7) Dry Ice Used on Grease Cap and/or Anchorage 0 Yes MJ NO(7,8" Temp. of Concrete:

" 0F Thermometer No,: Re-Cat Date:Ambient Temp.: '7. OF Thermometer No.: Pe- A Re-Cal Date: , IAb( "(8,4) Anchorhead I.0.: .. .3.L Anchorhead Verification:

[] Match %,No-Match 01(8.5) Grease Coating,

/Grease Cap -Complete j// Partial_//

Uncoated

%Buttonheads

-Complete.

Partial Uncoated

%Anchorhead Complete Partial Uncoated

%_Shims -Complete Partial Uncoated

_Bearing.

Plate -0) Complete Partial Uncoated

% j. " ..Limited within the inside diameter of the grease cap;(8.6) Unusual Conditions:

do11JR I I.(-(827) Grease Color Match: 0l Yes 0J.,o Grease ColorComments:

N -_ --(8.8) Quantity of Samples s,,, Quart Samples identified per Step 8.8.1? O Yes 0' No,Location ofRemoval OA.H. C B.P. 0 Shims cap. Dud-3(8,9) Qty. of Grease lost during removal of cap: 0.25 gal.(8,9.1) Grease from.cap to be reused? rl.Yes [No Qty. of Grease removed from cap; 3,Q gal. .-(9.6) Qty. of Grease removed from anchorage:

, 5 gal.,(9.7) Damage during cap removal or anchorage cleaning?

.Yes No Describe:

, I-(103) Method of Tendon Protection:

, A X(10.4) Amount of Grease Loss from Tendon duct: ,... gal. .(10.5) Total quantity of lost grease (below)!(8.8) +j (8.9).O Zi. +(819. 1) jP _ +(9.6) 0.5 + (10.4) -t s , TOTAL.(11.1 .2) Document TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENT.

EYes C] NoQC Reviewed:

._Level: j Date: -..i _ I13 SQ 6.0 TMIL13 ISlTopical Report 213 Attachment 2 Page 229 of 1008 REP-1098-510 Appendix A, Page 189 of 348Project:

TM1 40t YEAR TENDON SURVEILLANCE

UNIT 11(8.1) Tendon No.

j4 36- 62 Tendon End:& &j&:0 IShop 5 Field(9.5.1) DURING REMOVAL OF GREASE CAPWater Detected:

[] Yes No Quantity:

1 Sample Taken: El Yes C] No i0 NIAMoisture

==

Description:==

E] Observable Moisture C1 Significant Moisture Not Applicable Comments:

(9.6,1) INSIDE GREASE CAPWater Detected:

0 Yes JaNo Quantity:

..Sample Taken: [I Yes E) No 23 N/AMoisture

==

Description:==

[] Observable Moisture

[] Significant Moisture

[, Not Applicable Comments:

AZ(9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected:

0l Yes 5ý No Quantity:

_ _ Sample Taken: C] Yes [I No N] NIAMoisture

==

Description:==

C] Observable Moisture C3 Significant Moisture E Not Applicable Comments:

(9.9.1) DURING DETENSIONING

Water Detected:

[] Yes El No Quantity:

Sample Taken: El.Yes 0l No nl NIAMoisture

==

Description:==

Cl Observable Moisture Cl Significant Moisture El Not Applicable Comments:

(11.1) NOTIFICATION

/A_/_Exelon Notified:

[E Yes Individual Name: Date:SAMPLE IDENTIFICATION AND STORAGE(12.2) Samples adequately identified:

El Yes(12.3) Samples stored atQC Signoff:

Level: " Date: IQC Reviewed:

4Level: Datei114 SO6 TMIVA nISITopical Report 213 Attachment 2 Page 230 of 1008 REP-1098-510 Appendix A, Page 190 of 348N1091 PSC.PROCEDURE SQ 6.1INSPECT FOR WATERData Sheet 63109/03113PRECISION S ANTE Page 1 of 1Revision 0Project:

TMI 40'YEAR TENDON SURVEILLANCE

• [ UNIT 1(8.1) Tendon No.: Y 35- Tendon End: q.5 Gh Field(9.5.1) DURING REMOVAL OF GREASE CAPWater Detected:

El Yes ] No Quantity:.

Sample:Taken:

0 Yes [].No [RN/AMoisture

==

Description:==

[I Observable Moisture 0 Significant Moisture Not Applicable Comments:

AO..(9.6.1) INSIDE GREASE CAPWater Detected:

C] Yes [ No Quantity:

W Sample Taken: C1 Yes C] No NIAMoisture

==

Description:==

[] Observable Moisture El Significant Moisture

] Not Applicable Comments:

-(9,7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected:

El Yes 0 No Quantity:

K1i;tnr 6 -;fnin r-.lh ,nhe an hla hAnt riar-6 Sample taken:M -l Inrnfir~nn#

Mifs'itirgb ElYes 0lNo IXJNIAAW Nr AnnUir-hIl Comments:

AI~ML(9.9.1) DURING DETENSIONING

/-Water Detected:

Cl Yes [E No Quantity:

Sample Taken: C3 Yes El No El NIAMoisture

==

Description:==

E] Observable Moisture El Significant Moisture El Not Applicable Comments:

(114.) NOTIFICATION./A Exelon Notified:

El Yes Individual Name: Date:.SAMPLE IDENTIFICATION AND STORAGE $1(12.2) Samples adequately identified:

Y s(12.3) Samples stored at:QC Signoff:

Lt.. --. Level: ,_ _. Date: /1"1- "o05P= 0- &- ý -- ILevel: .7zQC Reviewed:

Date: ///.,?/ __314 SO.61.TMI 13 iSITopicat Report 213 Attachment 2 Page 231 of 1008 REP-1 098-510 Appendix A, Page 191 of 348N1091 PSC PROCEDURE SQ 7.1INSPECTION DOCUMENTATION DATA SHEET 7.109103/13Page 1 of 1Revislon 0IProject:

TMI -4& YEAR TENDON SURVEILLANCE Tendon No.: a 95 Tendon End/Buttress No.:uA~es~ 5Anchorage ID.:I1!0 Adaptor ID:EQUIPMENT MICROMETER WIRE SHIMSThread McI D Recal: Date ID No. Recal Date ID No. Recal DateExt.Mpja -S 2 AExt.Pitch- 2 !4 ______._

, _______Ext.Minor & "MjrN/A NIAInt.:-Minor N/A N/AMEASUREMENTS THREAD Averag Wire Wire Shim AverageThread Read 31 Average6 Constant Diameter Size DiameterExt.. 37~Li2q, r37 i5Ext. 1-Pitch (1) 2 5_8 9._ _Ext. 1Minor (2) 2._q744-1 Int. I N/ANAMajor 2 N/AInt. I N/A N/A NIA.Minor 2 NIA N/A N/AlIht Go Gauge ID: NIA Recal Date: N/A Result: N/APitch No-Go Gauge N/A Recal Date' N/A Result: NIANotes: (1) External Pitch Diameter

[Average]

-(Wire Constant]

-(Shim Size](2) External Minor Diameter

= (Average]

-(2X Wire Diameter]

-[Shim Size]DISPOSITION Trial 1 Trial 2 Trial3 Trial 4Adaptor Mark A -3Min. Minor Diameter from Adaptor Table ',Acceptable?

(Yes or No) V,!5QC Signoff:QC Reviewed:

tAt /~,J8-1 -.Level: Date:Level: Date:F1 f ll .V'-. L'LI17 SO 7.1 TMI.13 ISITopical Report 213 Attachment 2 Page 232 of 1008 REP-1098-510 Appendix A, Page 192 of 348<00"'P PECISION LANCE.N1091 PSC PROCEDURE SQ 7.1INSPECTION DOCUMENTATION DATA SHEET 7.109103/13Page 1 of 1Revision 0Project:

TTendon No.,Anchorage ID.;MI.- 40u YEAR TENDON SURVEILLANCE

-H 36-02 .r4~Tendon End/Buttress No.:'Adaptor ID1.4 ý. '3 ..I Aper '11-It-15 EQUIPMENT MICROMETER WIRE SHIMSThread MIlCID Recal Date ID No. Recal Date ID.No. Recal DateExt.Major _______ ______Pitch 2-7:-1t OrAMaae.

vllll 14ufI qZ'~E xt. N / N /AMinorMEASUREMENTS THREAD lWire Wire Shim AverageThread Read: 3vd 6m t Average Constant Diameter Size DiameterMajor 2 ,7 .VIPitch. (1) 2 7~Z -DZI_ ____Ext. 1 q ,4t111Minor (2) 2. 51__Int. I N/A N/A,Major 2 N/A NIAInt. 1 NIA N/A N/AMinor 2 N/A NIA N/AInt. Go Gauge ID: N/A Recal Date: N/A Result: N/APitch No-Go Gauge N/A Recal Date: NIA Result: N/AID:& aNOtLes:(1) External.Pll-tchulameter

[Average.

-lwlre.lConstant]

-[Shmn SizeJ.(2). External Minor Diameter (Average]

-(2 X Wire Diameter]

-(Shim Size]DISPOSITION Trial I Tral 2 Trial 3 Trial 4Adaptor Mark A-Min. Minor Diameter from Adaptor Table z5Acceptable?

(Yes or No) £-%QC Signoff:QC Reviewed:

a, a, -0 /2Levelt 7 Date:- .,/ jL~eveIL Date-.: ý /.~-I17 SQ 7]1 TMI.13 IS!Topical Report 213 Attachment 2 Page 233 of 1008 REP-1 098-510 Appendix A, Page 193 of 348N1091 PSC PROCEDURE SQ 8.0ANCHORAGE INSPECTION Data Sheet 8.0909103/13PRECISION LANCE Page 1 of 1IRevision rProject:

TMI 2013 TENDON SURVEILLANCE UNIT 1(7.3)Tendon No.: Tendon End: ShopANCHORAGE INSPECTION CRITERIAAs-Found 0l Post De-Tensioning I Pre-Wire Removal El Post Re-Tensioning Q.C. Signoff9.0 & 10.0- CORROSION

& CRACK INSPECTION (9.2) Buttonheads Level: A (t (10.1) Cracks El Yes (2) [I NIA(9.2) Anchorhead Level: A (10.1) Cracks E" Yes (2) INo ] NIA(9.2) Bushing Level: _, (10.1) Cracks Cl Yest2 o N/A(9.2) Shims Level: (10.1) Cracks [I Yes.23 El N/A(9.2) Bearing Plate Level: .t2 (10.1) Cracks C3 Yes t4) [No CJ N/A -II.,")-Corrosion Level of C requires a NCR. ()_ Compose a sketch of the cracks on Sketch Sheet 8.0 and initiate a NCR.iI 0A- BUTONHEAD INSPECTION I Offslze (Malformed)

Protruding/unseated

• ]wire/buttonheads 0 Broken/mnissing Wlreibuttonheads 00Previously identified as missing.

0 000 00 00 00 0\Discontinuous

-removed this /000000000000 surveillance t0, 0 0 0 0 0 0 0 00o.owire(s) being removed during this , 0 0 0 0 0 0 00 0000surveillance for testing l .0 0 0 0 00 000 0 0 D 0oooooo.oooooo~o (11.2) Anchorhead I.D. '70 \O0000 0000 0000Located on Sketch: Yes 0 No \00 0.0 0 0000 0 .0 0 0 ( 0 000000000000 Bushing I.D. \ýt 0 ).,00 .- 00 0 0 0 o a/Located on Sketch: I-No 0 0 0(11.4) Missing Buttonheads Found: Vk.---.---

" 3 Yes 0 No Quantity:"/A4

/Additional Inf rmation:. I .V2- ."1(12.2) Number of Protruding Buttonheads (w):. Ill (83) iumination source FA](12.3) Number of Missing Buttonheads (0, K: --/(12.4) Total of Protruding

+ Missing Buttonheads:

(12.6) Continuity Test Requested

? (]Yes. ZNo(12.5) Total # of Effective Bultonheads Seated: .Wires.

0 No(1217) Overall Results NAcceptable rlUn.Acceptable Customer Nolified NCR#* 'VOC Reviewed:

QK.CA, P--t,Level:Date: "/1 /2/18 SO 8.o.TMI.,13,S 1 STopical Report 213 Attachment 2 Page 234 of 1008 REP-1098-510 Appendix A, Page 194 of 348Project:

TMI 2013 TENDON SURVEILLANCE f]UNIT 1(7.3)Tendon No.: 1 3, -&.Z Tendon End: , [ ShopANCHORAGE INSPECTION CRITERIA0 As-Found 0 Post De-Tensioning.

I Pre-Wire Removal 0i Post Re-Tensioning (9.2) Buttonheads Level: A (10.1) Cracksý 0 Yest.(2 l0 NIA(9.2) Anchorhead Level: (10.1) Cracks m- 2) Li NIA(9.2) Bushing Level: A.2L (10.1) Cracks [I Yes [9 r',o [-:N/A(9.2) Shims Level: A (10.1) Cracks 53 Yes(2) 70 [:1 N/A(9.2) Bearing Plate Level: Aj (10.1) Cracks [] Yest22 , 62 Noý 0 NIA.Corrosion Level of C requires a NCR. ")- Compose a sketch ofthe cracks on Sketch Sheet 8.0 and Initiate a NCR.11.0. -RTTONHEAD INSPECTION:

Offslze (Malformed)

Protruding/unseated.

wire/buttonheads 0 Broken/missingwlre/buttonheads SPreviously identified as missingDiscontinuous

-removed thissurveillance w ire(s) being removed during thissurveillance for testingIf... \00000000

\000.000.00o0;00 00000000 0 70000000000 oo. ) 0000000cO0000000/

000000000000.

J0000.,000000

'.~00~\000.000OQ00cj000

\00000000GO N.oo, 0"0, 0o(o 0 0 o, ()-. ./C 0_ 0... .N(11.2) Anchorhead I.D. 7-Located on Sketch: I :Yes 0i NoBushing i.D. 111bLocated on Sketch: in Yes: C1 No(11A4) Missing Buttonheads Found: 14/AL3 Yes L0 No Quantity*

1 24Additional Information:

I'M1441k

,,-.. 1. 2. VY- .111, ý951I* I v(12.2) Number of Protruding Buttonheads (w): 1 (8.3) Illumination source 6,4 4,(12.3) Number of Missing Butionheads (0, 9: 0(12.4) Total of Protruding

+ Missing Buttonheads:

_ ..._ (12.6) Continuity Test Requested

? C1 Yes g] No(12.5) Total # of Effective Buttonheads Seated: Wires Identified?

Yes: [] No(12.7) Overall Results IRAcceptable El Un-Acceptable Customer Notified NCR#: A1/4-.QC Reviewed:

W-CC.P'14ýLevel:Date:I18 SO 8O0.TMI.13 ISITopical Report 213 Attachment 2 Page 235 of 1008 REP-1098-510 Appendix A, Page 195 of 348N1091 PSC PROCEDURE SQ 8.0ANCHORAGE INSPECTION Data Sheet 8. OA*M 111iIR 09103/13PRECISION ANCE Page 1 ofps. DaaSet 1ORevision 0Project:

TMI 2013 TENDON SURVEILLANCE

UNIT 1(7.3)Tendon No.: 14 i. Tendon End: C ýu4 9 FieldANCHORAGE INSPECTION CRITERIA" As-Found C. Post De-Tensioning I Pie-Wire Removal -Post Re-Tensioning Q.C. Signoff9.0 & 10.0 -CORROSION

& CRACK INSPECTION (9.2) Buttonheads Level: A (1) :(10.1) Cracks C1 Yes.a23 [9o 0 NIA(9.2) Anchorhead Level: A (010.1) Cracks El Yes 14 e ] 0 N/A(9.2) Shims Level: -1) (10-1) Cracks 0 Yes (al V 0 N/A(9.2) Bearing Plate Level: (10.1) Cracks [3 Yes (21 ENo E[ N/ACorrosion Level of C requires a NCR. t2 Compose a sketch.of:the cracks on Sketch Sheet 8.0 and initiale a NCR.11.0 -BUTTONHEAD INSPECTION 0 Offsize (Malformed)

Protruding/unseated

-[1 .11____ ,,vre/buitonheads

/ K0 Broken/missing wirelbuttonheads 0000000* Previously identified as mIssing 0000000 0-/ _ _ _00000000000 Discontinuous

-removed this 000000000000

"--"_surveillance.

_00000000000.00 wre(s) removed during this 00000000000000 surveillance for testing 0000000 0 00000000000000000 (0000000000000 (11.2) Anchorhead I.D. 000 00a() 000(* 5A 0000000000000 Located on Sketch: IM Yes L] No 000000000000 (11.4) Missing Buttonheads Found: 0' \ 0 0 0000 v0/00000000000 Yes nONo Quantity:\4 0000000Additional Information:

..t .12 *k-(12.2). Number of Protruding Buttonheads (w): C (8.3) illumination source 4j 4 "(12.3) Number of Missing Buttonheads (0, i; _.0(12.4) Total of Protruding

+ Missing Buttonheads:

(12.6) Continuity Test Requested?

0 Yes IW] No(12.5) Total #of Effective Buttonheads Seated: 1 Wires s 0 No(12.7) Overall Results ZAcceptable C3 Un-Acceptable Customer Notified NCR#:wn-1113

-QC Reviewed:

/9Level:

Date: /g /i8 SO 8.0.TMI.13 ISITopical Report 213 Attachment 2 Page 236 of 1008 REP-1 098-510 Appendix A, Page 196 of 348.. ..stR ANCEN1091 PSC PROCEDURE SQ 8.0ANCHORAGE INSPECTION Data Sheet 8,OA09103113Page 1 of .Revision 0Project::

TMI 2013 TENDON SURVEILLANCE RUNiT i(7.3)Tendon No.;. 6_. Tendon End: .Field:ANCHORAGE INSPECTION CRITERIA

".......C1 As-Found E0 Post De-Tensioning iPre-Wire Removal E- Post Re-Tensioning Q.C. Signoff9.0.4 1.0-CORROSION

& CRACK INSPECTION

....l(9.2) Buttonheads Level: (10.1) Cracks El Yesr.(. ( o E-C N/A(9.2) Anchorhead Level: (10.1) Cracks El Yes (2) I El N/A(9.2) Shims "Level A (10.1) ,Cracks [I Yes (21 El N/A(9.2). Bearing Plate .Level: A(0.1) Cracks. 0 Yes (2) [eNo E N/A 1 -,(11-Carrosion Level of C requires a NCR (12Compose:a sketch of the cracks on Sketch Sheet 8.0 and iniliate:a NCR.44 A -0" ITTKr ,ILUArt lIwrl.A..

.Y.I0 Offsize (Malformed)

Protruding/unseated W wire/buttonheads 0 Broken/missing wire/buttonheads

• Previously identified as missing000000.00 0,O..0O0:000 0Discontinuous-removed thissurveillance..

wire(s) removed during thissurveillance for testingi(1.1.2) Anchorhead WD. 63Locatedon Sketch: BYes. El No(11.4) Missing Buttonheads Found:U Yes -No .Quantity" kAAdditional*Information.

w 4A& U .2. 1U U J U U U '.U UU000000000,000 TOOOO000000000 0000000000000 0:00000000ý0000(

0000000000000

.0O000000000O0O(

0000000000000 0000000000000 00000000000 00000000000 000000.0Dj).,0 ý'(12.2) Number of Protruding Buttonheads (W): _ (8.3) I!,umination source " ((12.3) Number of Missing Buttonheads (0, a.: __,.(12.4) Total of Protruding

+ Missing Buttonheads:

0 (12.6) Continuity Test Requested?

EjYes No(12.5) Total l of Effective Buttonheads S -eated pt be. Wires Identified?

se NNo.(12.7) Overall Results ;&Acceptable El Un-Acceptable:

Customer Notified NCRA:QC Reviewed:

a2Level:*jDate:__U7_ .._Ilb I /r31"/18 SO 8.0.TMI.

13 ISITopical Report 213 Attachment 2 Page 237 of 1008 REP-1 098-510 Appendix A, Page 197 of 348N1091 PSC PROCEDURE SQ 8.3BEARING PLATE INSPECTION DATA SHEET SQ 8.309103/13Page 1 of IRevision 0Project:

TMI 2013 TENDON. SURVEILLANCE

" UNIT 1.Tendon No.: 1I 5-.2. Tendon End: .A .Shop -] Field(7.4) Bearing Plate identification

1. 1A 2-I( La, JocA41.I. Orient the bearing plate with the sketch below.2. Locate the bearing plate identification and document the localion on the sketch.3. Sketch all cracks, including other defects,

existing, on the concrete in the area surrounding the tendon anchorage for a distance of24 inches from the edge of the bearing plate.4. For cracks equal to or wider than 0.010 inches, document condition on an Nonconformance Report in accordance withProcedure QA 9.0, NONCONFORMANCES, for Exelon approval.

On Hoop and dome this edge isup.Vertical Tendon, this is toward thecenter of the containment..

IAuxiliary Light Source used: ,Yesr- No(7.3) Illumination source: Fi1 4 be. ~t a w-4C 11 ." 41 s4(7.5) Cracks k 0.010" []Yes IANo Quantity:

Max. Width:* Max Length: R:,¢oo Inscto: Level: Date: ,Lz.4C Reviewed:

~{/...iLevel:

Date: ________I19 SO 8.3 TMI.13 ISITopical Report 213 Attachment 2 Page 238 of 1008 REP-1 098-510 Appendix A, Page 198 of 348PRýSOACN1091.PSC PROCEDURE SQ 8.3BEARING PLATE INSPECTION DATA SHEET SQ 8.309103113Page I ofz IRevision 0VProject:

TMI 2013 TENDON SURVEILLANCE

.UNIT ITendon No.: ..'6"D Tendon End: 0, , .Shop. Field(7.4) Bearing Plate Identification

.: .?J, .... ...*.......1. Orient the bearing plate with the sketch below.2. Locate the bearing plate Identification and document the location on the sketch.3.. Sketch all cracks, includingother

defects, existing on the concrete in the area surrounding the tendon anchorage for a distance:of 24 inches from the edge of the bearing plate.4. For cracks equal to0or wider than 0.010 inches,.

document condition on an, Nonconformtance Report in accordance withProcedure QA 9.0, NONCONFORMANCES, for Exeton approval.

On Hoop and dome this edge isup.Vertical Tendon, this is toward thecenter of the containment.

NDvA1 ;41 .Auxiliary Light Source used: J.&Yeso No(7.3) Illumination sd-e "-4____(7.5) Cracks a 0.010" 0 Yes Z~4'o Quantity:

-.Max. Wit:~~ Max Length: NCR#:.QC Inspector:

l'4 , Level:, Date: S O1JC Reviewed::

1"?fJ-eLevel:Date: H _ _ _ _ _f19 SQ8-3TMIA13ISI Topical Report 213 Attachment 2 Page 239 of 1008 Project:

TMI 40e" YEAR TENDON SURVEILLANCE:

5 Unit 1(7.6)Tendon No.:SI -'; r. 6Tendon End: e,,t- .S(&ShopS(FieldLIFT-OFF INSPECTION CRITERIA(9.3) Temp. of Concrete:

-Thermometer No.: -j5 Recal Date:Ambient Temp.: 69 'F Thermometer No.: P(- A .RecalDate:

w /...(9.4) Anchorhead and Stressing.Adapter Threads:

f] Acceptable

[_ Unacceptable (9.5) Number of Effective Wires:: lb9(9.6) Anchorhead and Stresslng Adapter Engagement/Alignment:

M Acceptable C Unacceptable (9.7) RAM ID: 15 Recal Date: end ofjob RAM Area: 3 , K =K .,-/, o'$Gauge ID: Reca Date: qSA J Ide Daily Check:(9.8) Shim Stack Height: #1 i in. #2 1 Ruler ID: A Recal Date: Individual Shims: Stack #1: 4 y Y In. Stack #2: I4 1 in.(9.9) Lift-off Overstress Force (LOSF): 159 .kips Pressure:

psi(9.10) PF: 1 kips.q:Z6 ý 7 psi(9.11.5)

As-Found Lift-OffStack#! 1) _..zlb Psi:2) 3?_23 psi3) 3 Z?0 psi(9.11.13)

End Average Force (this end):(9.11.14)

End Avg. Force (other end):95% PF: kStack #2: 1)2) 3ZSpo3) A!25tjjj,./0 kips121S , 10kipsips 90% PF: t Zj- kipspsi f Ist psi(9.11.13)

Circled Valuespsi 1) ,T, Psi2) o.psi3) 5e. psiAverage:

3z 56 psi(9.11.15)

Average Lifloff (ALV) kips(9.11.1)

Liftoff (ALV) Acceptance Criteria:

a) M Acceptable

-ALV is a 95% PF.b) El Adjacent Tendons lobe stressed

-.ALV is < 95%PF but 2 90%PF. Documenton a NCR.c) C] Unacceptable

-ALV is < 90%PF. Document onea NCR.NCR Required E] Yes § No Customer Notified NCR No.:I(9.11.17)

Adiacent Tendon Lift-Offs Adi Tendon: __a) This Tendon:I Adj Tendon:(Not.e: Use a separate Data Sheet 9.0 to document Liftoff forces)El Acceptable.-

ALV > 95% of PF, The original scope tendon SHALL berestored to within -0/+6% of PF, but in nocase, no greater than 0,70 GUTS.determined for the number of effective wires.EXELON Notified:

El Yes El No Name/Date:;

b) .Adj Tendon:.

El Unacceptable

-ALV e 955% of PF for either tendon. Document theL Adj Tendon: on a NCR.Customer Notified NCR No.'.Adj Tendon:_c) Adj Tendon: __E] Unacceptable

-ALV < 90% of PF for either tendon. Document theon a NCR.Customer Notified NCR No.:IQuP__LnLevel:___

QC Reviewed:.

Date:II21 SQ 9.0 TMI.I13 ISleTopical Report 213 Attachment 2 Page 240 of 1008 REP-1098-510 Appendix A, Page 200 of 348N1091 PSC PROCEDURE SQ 9.0MONITOR TENDON FORCEDATA SHEET 9.0* 09103/13Page 1 of 1Revision 0..wProject;.

TMI 4eTh YEAR TENDON.SURVEILLANCE Unit iOShop(7.6)Tendon No.: d 67-Tendon End: .4 A..ss32ig FieldLIFT-OFF INSPECTION CRITERIA(9:3).'Temp.

of.Concrete;

'I I -F ThermometerNo.:

.71 105, Recal Date: 10-11-1, "Ambient Te.mp: _ -Thermometer No.: ARecat Date:.j ./ 4-(9.4) Anchorhead and Stressing Adapter Threads:

fX:Acceptabie C] Unacceptable:

(9.5) Number of.Effective Wires:,(9.6).Anchorhead and StressingAdaptet Engagement/Alignment::

tQ.Acceptable 0 Unacceptable (9.7) RAM: ID: Recal Date: endof jobGauge ID: eCti. 5 4& Recal Date:(9.8)Shim.Stack Height:.

1. 1 j.7 in. #2 1,. in.Individual Shims: Stack #1:(9.9) Lift-off Overstress Force (LOSF):(9.10) PF;. J.3 kips57123i(9;11,5)

As-Found Lift-OffStack #1: 1) 12 3t psi'2) VA0 psi.3) 4 psi(9.11,1.3)

End Average Force (this end):(9.11.14)

End Avg% Force (other end):,, /5 9 ?-95% PF: 1031Stack #2: i)13) Z!5It) kip sRAM.Area:

3 7%4 K= + J.,6 'q4Daily Check: 6KRuler lo; '9/ Recal Date: /- -Stack #2: -41, l,/sly in.kips Pressure:

1J 2 6 a 1 , PSIkips' 90% PF: k kipsg.psi:(9.11.13).

Circled Values1) 1.90 Psi._si 2) .-_ vz_ psiV si3) 72,51O psiAverage:

372 p6 si(9.11.15)

Average Liftoff (ALV), 0 kips.(911.16)

Liftoff (ALV) Acceptance Criteria:

a) RAcceptabie--

ALV ist 95% PF.b) I] Adjacent Tendons to be stressed

-ALV is.<95%PF but ;t 90%PF. Document on a NCR.c) L3 Unacceptable

-ALV iS:.90%PF.

Document on a NCR.NCR Required L] Yes 0[1 No Customer Notified NCR No.: /1(9. 11. 17) Adiacent.Tendon Lift-OAdj Tendon:.a) This Tendon:AdjTendon:

__EXELON Notified:

Ift(Note: Use a separate Data Sheet 9.0 to document Liftoff forces.)El Acceptable

-ALV > 95% of PF, The original scope tendon SHALL berestored to within -04+6% of PF, but in no case, no greater than 0.70 GUTSdetermined for the number ofeffective wires. "/"[] Yes D.]No NamelDate:

• b) Ad] Tendon:_ Adj Tendon:LI Unacceptable-.ALV

< 95% of PF for eithertendon.

Document.the condition on a NCR. ... .Customer Notified NCR No.,I.lAd] Tendon: _ _ Unacceptable

-ALV< 90% of PF for either tendon; .Document the corc) AdjTendon:.

on a NCR.Customer Notified NCR NO.:J hOC Reviewed:

I(A~,Level: ._ __ _ __ __ _Date:. /i /, *_I/21 SQ 9.0 TMI.13 ISiaTopical Report 213 Attachment 2 Page 241 of 1008 REP-1 098-510 Appendix A, Page 201 of 348N1091 PSC. PROCEDURE SQ 12,0REPLACE GREASE CAPData Sheet 12.009103)13PRECISION ANCE Page 1 of 1Revision 0Project:

TMI 4eT YEAR TENDON SURVEILLANCE Tendon No.: .,5; pp Tendon End: -j-re/'t.

9 E] FieldANCHORAGE INSPECTION CRITERIA/BEARING PLATE SURFACE PROPERLY PREPARED:.

'Y.S 12 NOGREASE CAP SURFACE PROPERLY PREPARED:

YESGREASE~ ~ ~ ~ ~~7 APSRAEPOELPRPR: E NOGASKET MATING SURFACE PROPERLY PREPARED:

Q/E ONOSTUDIBOLT HOLES PROPERLY PREPARED:

7Y 5 CNOFOREIGN MATERIAL EXCLUSIONCONTROLLED:

El NOCOMMENTS Ad.CREW FOREMAN.

SIGNOFFDOC Reviewed:

_____________________

Level: _________

Date: i]f /30 SQ 12.0 TMI.13 ISITopical Report 213 Attachment 2 Page 242 of 1008 REP-1 098-510 Appendix A, Page 202 of 348P IsI pIO NEýN1091 PSC PROCEDURE SQ12.0REPLACE GREASE CAPData Sheet 12.0.09103/13 Page 1 of 1Revision 0Project:,

TMI 40TH YEAR TENDON SURVEILLANCE Tendon No.: '3. 2. Tendon End: e,-r 3, Lr-Shop JFieldANCHORAGE INSPECTION CRITERIABEARING PLATE SURFACE PROPERLY PREPARED: YES El NOGREASE CAP SURFACE PROPERLY PREPARED; PR YES C1 NOGASKET MATING SURFACE PROPERLY PREPARED: YES LI NOSTUDiBOLT HOLES PROPERLY PREPARED:,

YES NOFOREIGN MATERIAL EXCLUSION CONTROLLED:.

YES EL NOCOMMENTSCREW FOEA ,SIG)OF -@ bae ..-21QC Reviewed:

Level: _2_::t 3.I30 SQ 12.0 TMI.13 ISITopical Report 213 Attachment 2 Page 243 of 1008 REP-1098-510 Appendix A, Page 203 of 348N1091 PSC PROCEDURE SQ 12.1GREASE REPLACEMENT Data Sheet 12.ib- Hand Pumping09/03/13.

Page: 1 oft .Revision rProject:

TMI 40'" YEAR TENDON SURVEILLANCE-Tendon No.: //35-dZ.GREASE REPLACEMENT QC SIGNOFFS.

(8.4) Grease Used OR NEW 0 OLD -TEST DATE: El ACCEPTABLE 0 APPROVAL LETTER8.0 PREREQUISITES DATED:(8.5) Total Grease Loss from Data Sheet 6.0 for &44teZ 3 tendon end: 4z gal.(8.8) Total Grease Loss from Data Sheet 8.0 for tendon end: --,SO ga.(8.7) Estimated grease losses from leaks for

'5 tendon end: gal.(8.8) Estimated grease losses from leaks for at /,tr: 5* tendon end: O gal.(8.9) TOTAL Tendon Grease Loss: 215 gall13.0 POURING AND HAND PUMPING -FIRST END(13.6) Ambient Temp.: A 4F(13.7) Grease Temp.: 200 T(1139) Initia Grease Height (a)(13. 14) Total amount of Grease added:(13.16) Quantity of Waste Grease:(13.17) Total Grease Reotaced this en'Thermometer 1D: ,AK A Recal Date:Thermometer ID' Recal Date:33j in, (13.12) Final Grease Height (b) 3 in.., 3( gal. (a-bl.x 1.7.7 into ha. end5 gal. (13.15) ,Paured 0] Hand Pumpedd: '5,*5 gal.welus-A a13.0 HAND PUMPING-SECOND END(13.6) Ambient Temp.: 7j OF ThermometerID:

RecatODate:-

(13.7) Grease Temp.: 26f -F Thermometer ID: Recat Date -(1319). jfla:Grease Height (a) 30 in. (13.12) Finla Grease Height (b) "7_: in.(13.14) Total amount of Grease added: gal. (a-b, i.77 intothe & 5 end(13.16) Quantity of Waste Grease: g al. (13,15) Q& Poured 0 Hand Pumped(. 3.17) Total Grease Reolaced this and: 5. 31 gat.: bZ/lq.W_14.0 gALCULATION OF PR.ESSURE PUMPING(14.1) Total Tendon Grease Replaced

, gal. (13.17 + 13.17)(14.2) Net Tendon Duct Grease Volume::

/jQ, gal. RewfeoSO rewowNeal0wIfu, (14.3) Percent Difference:

Total Tendon Replaced (14.1)- Total Tendon Loss (8.9) 0 = 7 % Difference Net Tendon Duct Grease Volume (14.2)(14.4) Grease Leaks: CI Yes gj No(14.5) Refill Acceptable' D& Yes giossan to%) -No (greaterlhan to%)If No -Customer Notified NCR Nom:(14.6) Comments:

A/oeJe. .. 3w031 SQ. 12.1 TMI.13.ISI Topical Report 213 Attachment 2 Page 244 of 1008 REP-1 098-510 Appendix A, Page 204 of 348Project.

TMI 40TH YEAR TENDON SURVEILLANCE

" UNIT 1(7.3) Tendon No.: .ý_ -211a Tendon End: lueM, .Shop Er FieldGrease Cap Removal(7.6) Date Removal Started:

/et 2j', 0Q.C. Signoff(7.7) Dry Ice Used on Grease Cap and/or Anrchorage Ci Yes 0 No(7.8) Temp. of Concrete:

O*j°F ThermometerNo.:

6T°.162 Re-Cal Date: f/, -Ambient Temp.: 44. 0F Thermometer No.: 1, 16 Re-Cal Date:.4 p4. ,(8.4) Anchorhead I.D.: 'Z4- Anchorhead Verification:

0 Match C No-Match(8.5) Grease Coating.

/Grease Cap -Complete L Partial Uncoated

%Buttonheads

-Complete Partial.

Uncoated

%Anchorhead

-Complete Partial Uncoated

%Shims- Complete Partial Uncoated

%Bearing Plate -o Complete V Partial Uncoated

%n Limited Within the inside diameter of the grease: cap,(8.6) Unusual Conditions:

,l....(8.7) Grease Color Match: &Yes Li No Grease ColorComments:

fo . '(8.8) Quantity of Samples 5?" Quart Samples identifiedpero Step 8.8.1? 0 Yes (2NoLocation of [4A.H. EL B.P. [j Shims Cap C DuctRemoval(8.9) Qty. of Grease lost during..removal of cap: gal.(8.9.1) Grease from cap to be reused? []Yes 04No Qly. of Grease removed from cap: 4,t gal.(9.6) Qty. of Grease removed from anchorage:

6, .gal.(9.7) Damage during cap removal or anchorage cleaning?

0 Yes C No Describe:

Wk- 101 13(10.3) Method of Tendon Protection:

&14A(ItA 41a '

A-i(10.4) Amountof Grease Loss from Tendon duct: ,,.,- gal. e1ZR Iola(10,5) Total.quantity of lost grease (below):(8.8) ki+(8.9)..-0-+(8.9'1)k

+(9.8) +÷(10.4)

T = .TOTAL(11.112)

Document TOTALgrease lost on Data Sheet 12.1, .GREASE REPLACEMENT.

[AYes t3 No g ID.QC Reviewed:

LeveDa13 SO 6O0 TMI.13 IS[Topical Report 213 Attachment 2 Page 245 of 1008 REP-1 098-510 Appendix A, Page 205 of 348Project:

TMI 40eM YEAR TENDON SURVEILLANCE j UNIT I(7.3) Tendon No.: I -Tendon End: _______ _ _ El Shop [ FieldGrease Cap Removal(7.6) Date Removal Started:

-z" I. I .I(7.7) Dry Ice Used on Grease Cap andforAnchorage 0 Yes 99 No(7,.8) Temp. of Concrete:

9 Thermometer No.: ST- to Re-Cat Date: __.__./_Ambient Temp.' 7t OF Thermometer Noý; PC .: A Re-Cal Date: _______-_

(8.4) Anchorhead I.D.: Anchorhead Verification:

0 Match C1 No-Match(8.5) Grease CoatingGrease Cap -Complete

/ Partial Uncoated

%Buttonheads

-Complete i Partial Uncoated

%Anchorhead

-Complete Partial Uncoated

%Shims -Complete f Partial Uncoated

%Bearing Plate -( Complete Partial.

Uncoated

%-Limited within the inside diameter of the grease cap.I(8.6) Unusual Conditions:

M&INP-1-3-10 (8.7) Grease Color Match: [&Yes [I No Grease Color: rwComments:

AW (,-3(8.8) Quantity of Samples ,. Quart Samples identified per Step 8.8.17 Yes 0- NoLocation ofRemoval El A.H; 17 B.P. C Shims 9 cap E-]Duct(8.9) Qty. of Grease lost during removal of cap: ga l. gal.(8.9.1) Grease from cap to be reused? [IQYes lNo Cty. of Grease removed from cap: 4,0 gal. A 1ee "(I(9.6) Qty, of Grease removed from anchorage:

, gal.(9.7) Damage during cap removal oranchoragecleaning?

I Yes 0 No Describe:

13(10.3) Method of Tendon Protection:

".m,15A 4ki-t e Q

-C-P 7 -3(10.4) Amount of Grease Loss from Tendon duct: -gal, 1121(10.5) Total quantity of lost grease (below):

., "(8.8)041÷ (8.9) i .. + (8.9.1).

4._ + (9.6) +L÷ (10.4) __" = TOTAL (,&.1-74, (11.1.2)

Document TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENT.

C(Yes C- No --QC Reviewed:

X/? Level: Date: :,, -,013 SO 6.0 TMI.13 ISITopical Report 213 Attachment 2 Page 246 of 1008 REP-1098-510 Appendix A, Page 206 of 348Project-TMI40r YEAR TENDON SURVEILLANCE 1"UNIT 1(8.1) Tendon No.: J4,-Z = Tendon End:: .- II Shop lField(9.5.1) DURING REMOVAL OF GREASE CAPWater Detected:

[I Yes 1] No Quantity:

.. Sample.Taken:

El Yes 0i No [] N/AMoisture

==

Description:==

[I Observable Moisture

[II Significant Moisture

[] Not Applicable Comments:.

(9.6.1) INSIDE GREASE CAPWater Detected:

C] Yes (3 No Quantity:

v Sample Taken: E] Yes [I No [I NIAMoisture

==

Description:==

E] Observable Moisture Li Significant Moisture Applicable Comments:

.. Vt.(9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected:

C] Yes [] No Quantity:

Q Sample Taken: F1 Yes El No (B N/A, Moisture

==

Description:==

Ci Observable Moisture El Significant Moisture

[: Not Applicable Comments:

(9.9.1) DURING DETENSIONING M/AWater Detected:

F1 Yes L].No Quantity:

Sample Taken: F1 Yes ]l No. [l NIAMoisture.Description:

C] Observable Moisture El Significant Moisture C3 Not.Applicable Comments:

(11.1) NOTIFICATION 14Exelon Notified:

Li Yes Individual Name: Date:SAMPLE IDENTIFICATION AND STORAGE 4(12.2) Samples adequately identified:

es(12.3) Samples stored at:QC Signoff.

Level: b Date: _ _A- 1__-4QC Reviewed:

-4Level:

S6 Date:TM1.3 14 SO 6.1.TMI.113 IM1Topical Report 213 Attachment 2 Page 247 of 1008 REP-1098-510 Appendix A, Page 207 of 348N1091 PSC PROCEDURE SQ 6.1INSPECT FOR WATERData Sheet 6.109/03/13Page 1 of 1Revision 0IProject; TMI40T1 YEAR TENDON SURVEILLANCE S,.UNIT 1(8.1) Tendon No.: i -zc Tendon End: .. I Shop Field(9.5.1) DURING REMOVAL OF GREASE CAPWater Detected:

[] Yes [ No Quantity:

_C) Sample Taken: Li Yes Li No [ N/AMoisture

==

Description:==

C] Observable Moisture E] SignificantMoisture KNot Applicable Comments:

A ae-(9.6.1) INSIDE GREASE CAPWater Detected:

L] Yes 2g No Quantity:

C) Sample Taken: Li Yes Li No [] N/AMoisture

==

Description:==

E] Observable Moisture Li Significant Moisture J] Not Applicable Comments:

A m$,#0l...

(9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected:

Li Yes ' No Quantity: Sample Taken: Li Yes Li No [ N/AMoisture

==

Description:==

EL Observable Moisture Li Significant Moisture

[ Not Applicable Comments:

IOAu.(9;9.1) DURING DETENSIONING AIJAWater Detected:

Li Yes L] No Quantity:

Sample Taken: Li Yes L] No Li NIAMoisture

==

Description:==

Li Observable Moisture Li Significant Moisture L] Not Applicable Comments:,

(11.1) NOTIFICATION A/VExelon Notified:

Li Yes Individual Name: Date:SAMPLE IDENTIFICATION AND STORAGE MIA7(12.2) Samples adequately identified:

[I Yes(12.3) Samples stored at:QC Signoff:

Level: Jr- Date: ,I -4 " 1QC Reviewed:

(- Level: _____ Date: J/ W 314 SQ 6.1TMI.13 IS[Topical Report 213 Attachment 2 Page 248 of 1008 REP-1 098-510 Appendix A, Page 208 of 348(PRECISI N, ~YLNceN.1091 PSC PROCEDURE SQ 7.1INSPECTION DOCUMENTATION DATA SHEET 7.109603/13Page1 IoflRevision 0Project TMI -40& YEAR TENDON SURVEILLANCE Tendon No.: _Y & Z_ NO Tendon End/Buttress No.:F4,jjeroA0 h6,<LA r~lJAnchorage.

ID.:A2,7 Adaptor ID:X X-2EQUIPMENT MICROMETER.

WIRE SHIMSThread Mic ID Recal Date ID No. Recal Date ID No. Recal DateExL "Ext..Pitch :~2-7-14 I)o-1-Ext.Minor - Azt ioZ9..3 5,4( ID ,*2Int.Minor N-----AMEASUREMENTS THREAD .Wire Wire Shim AverageThread Read 3V 6"t 9 Average:

Constant Diameter Size DiameterExt. 1 " ,l4 7iPitch. (1.) 2 9 __________

Minor .(2) 22 1Int. 1 N/A N/AMajor 2 N/A NIAInt. 1 NIA N/A. NIAMinor 2 N/A N/A NIAint Go Gauge ID' NIA R.ecal Date: N/A Result' N/APitch No-Go Gauge NIA Recal Date: NIA Result: N/AID:_Notes: (1) External Pitch Diameter

[Average)

-fWire Constanti:

-(Shim Size](2) External Minor Diameter

[Average]

-12 X Wire Diameter]

-(Shim Size]DISPOSITION I Trial .1 I Trial 2 T aI 3. I Trial 4 1Adaptor Mark ,-.Min. Minor Diameter from Adaptor Table -, I ..Acceptable?

(Yes or No) V.0C Signoff:QC Reviewed:

t~L ~Level: JI , Date: -3Level:. Date: /-.Z,ýL 9.LAX//.-/M 111f11 f//__ I -17 S0.7.1 TMI.13 ISITopical Report 213 Attachment 2 Page 249 of 1008 REP-1 098-510 Appendix A, Page 209 of 348N1091 PSC PROCEDURE SQ 7.1INSPECTION DOCUMENTATION DATA SHEET 7109/03/13Page 1 of IRevision 0IProject:

TMI -40"~ YEAR TENDON SURVEILLANCE Tendon No.:Anchorage ID.:N L~2- Z, Tendon End/Buttress No.:5 71 Adaptor ID: Ak IRu/4mmi 2 /FjA4I el1EQUIPMENT MICROMETER WIRE SHIMSThread MIc ID Recal Date ID No. Recall ate ID No. Recal DateMajor 5Z Z-7t"/qExt.Pitch 5?C- 2-7-14 ________

z o _____Ext.VMinor (6)-c5-!

-2.7- IA I .. c-/.- V.yj, I Major. N/A N/A,nt.Minor N/A N/AMEASUREMENTS THREAD " Wire Wire Shim AverageThread Read 3 r 6 9 Average Constant Diameter Size DiameterExt.Major_ 2 .5 e 3Pitch (1) 2 lab 423 1 *6 #14Ext. 1Minor (2) 2 ~~ IC bZ ~LiInt. 1 N/AN/Major 2 N/A N___AInt. 1 N/A NA N IAMinor 2. N/A NA N/Int. Go Gauge ID: N/A Recal Date:. N/A Result: N/APitch No-Go Gauge NIA Recal Date:. NIA. Result:..

N/AID:I&Notes:(1) External Pitch Diameter

[Averagel

-L(Wre Constant]

-[nSim Sizej(2). External Minor Diameter

= (Average]

-(2 X Wife Diameter]

-[Shim Size]DISPOSITION Trial 1 Trial 2 Tdal3 Trial 4Adaptor Mark A ` .3Min. Minor Diameter from Adaptor Table 8,60Acceptable?

(Yes or No) VA,QC Signoff:QC Reviewed:

d 7Level: Date:Level: Date:I17 SO 7.1 TMI.13 ISITopical Report 213 Attachment 2 Page 250 of 1008 REP-1 098-510 Appendix A, Page 210 of 348Projecti TMI 2013 TENDON SURVEILLANCE

{ UNIT I(7.3)Tendon No.: Tendon End: ShopANCHORAGE:

INSPECTION CRITERIA-- As-Found C3 PostDe-Tensioning I Pee-Wire Removal I-] Post Re-Tensioning:

a~ n 0 4a ft fle Ie~ tI 0 flflAA'.

• .Uenl n,*,n ~N/A(9.2) Buttonheads Level: (10.1) Cracks ElYes2) [NIA(9.2) Anchorhead

• • Level: (10.1) Cracks []:Yes(2) .El NIA(9.2) Bushing Level: (10.1) Cracks [I Yes (2) E N/A(9.2) Shims Level: (10.1) Cracks C3 YesI [(N2) N N/A(9.2) Bearing Plate Level: (101) Cracks nl Yes12) No E2 NoA413 Corrosion Level of C requires a NCR. 1.2 1Caposea sketch of the cracks on Sketch Sheet8.0 and initiate a NCR,44 A Dl ITflMUIAfl ILI0YI I -% Ma tTInI~IP Offsize (Malformed)

IPirotruding/unseatedwire/buffonheads I Broken/missing wire/buttonheads I Previously identified as missingDiscontinuous

-removed thissurveillance I wire(s) being removed during thissurveillance for testingS00000000

0000000000 000000000000 000000000o0000

" 0000000oo00 0 00K 0000 0 0 0 0 0 000000000000000 0000 00 0000 (00.000000000000000

\ 0 ,. 00000 0 00 068\0000000(000

0. 000.00'O 00 0: 0,/00-000C"oc 0 0, OO .O 0 "0O:ll." /J(11.2). Anchorhead I.D. 4.3"Located on Sketch: J4Yes E[ NoBushing I.D.Located on Sketch. ,Yes El No(11.4) Missing Buttonheads Found: N/Cl Yes C3 No Quantity:

/AAdditl nal Information:

%1 -4 I fI(12.2) Number of Protruding Buttonheads (w): (8.3) Illuminationsource

( ______(12.3) Number of Missing 8uttonheads (0, 5: 0(12.4) Total of Protruding.+

Missing Buttonheads:

____" (12.6) Continuity Test Requested?

El Yes 0 No(12.5) Total # of Effective Buttonheads Seated: Wires Identified?

C] No(12.7) Overall Results %Acceptable El Un-Acceptable Customer Notified NCR#:-QC Reviewed:

, Level: bate:18 SO..8i0.TMI.13 ISITopical Report 213 Attachment 2 Page 251 of 1008 REP-1098-510 Appendix A, Page 211 of 348Project:.

TMI 2013 TENDON SURVEILLANCE U] uNIT 1(7.3)Tendon No,: , Tendon.End:

.ShopANCHORAGE INSPECTION CRITERIA[I As-Found C3 Post De-Tensioning./Pre-Wire Removal Li Post Re-Tensioning Q.C. Signoff9.0 & 10.0 -CORROSION

& CRACK INSPECTION (9.2) Buttonheads Level: A (10.1) Cracks C1 Yes!2') IrNo l N/A(9.2) Anchorhead Level: , 1 (10.1) Cracks rlIYes(2 131N, [I NIA(9.2) Bushing Level: (1) (10.1) Cracks [I Yes ( .) Nlo N/A(9.2) Shims: Level: A (1) (10.1) Cracks C1 Yes 12) PN NIA(9.2) Bearing Plate Level: _& 0) (10.1) Cracks C1 Yes (2) V]o N/ALCorrosion Level of C requires a NCR. (21_ Compose a sketch of the cracks on Sketch Sheet 8.0 and Initiate a NCR.11, -BUTTIONHEA.EINSPETION, A S L6FTr 4XAdV\) Offsize (Malformed)

Protrudinglunseated LI --.wire/buttonheads

.0 Broken/missing wire/buttonheads 50000000000.

• Previously idenlified as missing /iC 0 0 Discontinuous

-removed this 00000000 0000surveillance 000.0000000000 wire(s) being removed during this ) 0 0 0 0 00 000 0 00000surveillance for testing .0 ( 0 0 00 00 0000.0 c000l 000000.0000oo<

(11.2) Anchorhead LD. \00000000000000 Located on Sketch: Yes Li No 0\ 00 0000000000:

D0000Q000~000 Bushing i.D; 0 \ 0 0000000 0000 r000:00000 Located on Sketch:.

I;Yes Li No 0 0 0 © .(1.1.4) Missing Buttonheads Found: K-, die[I Yes [I No Quantity:

Additional Information:

'(12.2) Number of Protruding Buttonheads (w): 0 (8.3) Illumination source .$~ ________(12.3) Number of Missing Buttonheads (0, g: 0(12.4) Total of Protruding

+ Missing Buttonheads:

0 (12.6) Continuity Test Requested

? EL Yes & No(12.5) Total # of Effective Buttonheads Seated: 0 Wires Li No(12.7) Overall Results W Acceptable Li Un-Acceptable Customer Notified NCR#: AlIIIQC Reviewed:

,1 ,Level: DateWa18 SQ 80.TMI.13 IS1Topical Report 213 Attachment 2 Page 252 of 1008 REP-i1098-510 Appendix A, Page 212 of 348Project:

TMI 2013 TENDON SURVEILLANCE

[UNIT1(7.3)Tendon No..: J & "ZC Tendon End: UM , -5 _ &FieldANCHORAGE INSPECTION CRITERIA

... ..5d As'-Found El Post De-Tensioning I Pre-Wire Removal 0 Post Re-Tensioning Q.C. Signoff9.0 & 10.0 -CORROSION

& CRACK INSPECTION (9.2) Buttonheads Level:, Ai1. (10.1) Cracks 0l Yes C 1"'o ONIA(9.2) Anchorhead Level: -(10.1) Cracks C] Yes l N2 E0 NIA(9.2) Shims Level: A (10.1) Cracks C1 Yes la El N/A(9.2) Bearing Plate Level: 4jl (10.1): Cracks -]'Yes 0"N'o El N/A -(11_Corrosion.Level of C requires a NCR. 21)Compose a sketch of the cracks on Sketch Sheet 8&0 and initiate a NCR.11.0 -BUTTON HEAD INSPECTION:

Offsize (Malformed)

Protruding/unseated W wire/buttonheads 0 Broken/missing wire/buttonheads

• Previously identified as missingDiscontinuous

-removed thissurveillance.

wire(s) removed during thissurveillance for testing00000000000000000000000000 0000000000 000000000000000; 00000000000000 0000000000000 00000000000000 0000000000000 00000000000000 O.OO"O 000000 00000000000000 00i00:00001000 000000O,00

.0"0 0 0 )0 .00000000(11.2) Anchorhead I.D. "1 (7Located on Sketch: 5§ Yes E] No(11.4) Missing Buttonheads Found: N /* Yes 0 No Quani: 4"Additional Information:

Additional Information:

<4,,,ie U 7.2(12.2) Number of Protruding Buttonheads (w,):(12.3) Number of Missing Buttonheads (0, ):(12.4) Total of Protruding

+ Missing Buttonheads:

(12.5) Total N of Effective Buttonheads Seated:00(8.3) Illumination source ishiW(12.6) Continuity Test Requested?

Cl Yes .I NoWires Identified?

C1 Yes E No(12.7) Overall Results M.Acceptable El Un-Acceptable Customer Notified NCR#.:QC Reviewed:

Level:itDate: / b/., /( .18 SQ 8.0..TM1L13 ISI:Topical Report 213 Attachment 2 Page 253 of 1008 REP-1098-510 Appendix A, Page 213 of 348N1091:PSC PROCEDURE SQ 8.0ANCHORAGE INSPECTION Pats Sheet 8.0A*0PR N A09/03113 Page 1 of iRevision 0Project:

TMI 2013 TENDON SURVEILLANCE

[ UNIT I*(7.3)Tendon No,: tj 42- 2= Tendon End: revs FieldANCHORAGE INSPECTION CRITERIA iii__0 As-Found E5 Post De-Tensioning

/ Pre-Wire Removal El Post Re-Tensioning Q.C. Signoff9.0 & 10.0 -CORROSION

& CRACK INSPECTION:

(9.2): Buttonheads Level: A (101) Cracks .0 Yes C eNo 5 N/A(9.2) Anchorhead Level: A (10.1) Cracks C] Yes :i2) ° [I NIA(9.2) Shims Level: A (10.1) Cracks [] Yes IS) I"5 NIA(9.2) Bearing Plate Level: 4 (10J.) Cracks El Yes 12 'No Sl N/A (-7.-)Corrosion Level of C requires a NCR.) t Compose.

a sketch of the cracks on Sketch Sheet 8.0 and initiate a NCR.11.0- BUTTONHEAD INSPECTIOn:

As L-d4 EK ; .0 Offsize (Malformed)

.-'.... iPtotrudinglunseated w t/ [ .. ,]wire/button heads.0 Brokentmissing wireibuitoriheads

,/.00 0 0//' '0000000*

• Previously identified as missing / 0 0 0 0000000000000000 Discontinuous-removed this 0 0 0 0 0 000000 0.surveillance.

0000000000000 wIhe(s) removed during this: 00000000000"00, surveillance for testing 0000 00 00000 00000000000000000 (11.2) Anchorhead ID. 1Io0000000000000o 00000oo00o0oo Located on Sketch: Q9Yes El No 0000000000 00(11.4) Missing Buttonheads Found: 4/ 000000000000.

0 Yes [I No Quantity:

N/0 0000000 /Additional Information:

". /(12.2) Number of Protruding Buttonheads (w): (8.3) Illumination source 'l. a ..(12.3) Number of Missing Buttonheads (0, 0..(12.4) Total of Protruding

+ Missing Buttonheads:

(12.6) Continuity Test Requested?

C5 Yes 09 No(12.5) Total # of Effective Buttonheads Seated: Wires Identified? s [I No(12.7) Overall Results:

)n Acceptable

[I Un-Acceptable Customer Notified NCR#: A-llOC Reviewed:

h Level: Date: , / i2I : ......l8 SQ 8.0.TM1.13IS1*

Topical Report 213 Attachment 2 Page 254 of 1008 REP-1098-510 Appendix A, Page 214 of 348Project:

TMI 2013 TENDON SURVEILLANCE UNIT 1Tendon No.:. /. Tendon End: Shop f Field(7.4) Bearing Plate Identification

1. i4 1. Orient the bearing plate with the sketch below.2. Locate the bearing plate identification.anddocument the location on the sketch.3. Sketch all cracks, including other defects, existing on the concrete In the area surrounding the tendon anchoragefor a distance of24 inches from the edge of thebearingplate.

4. For cracks equal to or wider than 0.010 inches, document condition on an Nonconformance Report in accordance withProcedure QA 9.0, NONCONFORMANCES, for Exelon approval; On Hoop and dome this edge isup.Vertical Tendon, this Is toward thecenter of the containment, Ar" 12, .I, 6fAa htS.A~44ee5 AtýA pow~l 'o-e" .w -eAuxiliary Light Source used: C3 Yes(Z No(7.3) Illumination t .source: , e 1l-p(7.5) Cracks a 0.010" E Yes ZNo Quantity:.

Max. Width: Max.Length:

NCR#:..C Inspector:

Level: Date:JC Reviewed:

.//4,/(-

-Level:Date: /./c7. /.19.SQ 8.3 TMI.13 ISITopical Report 213 Attachment 2 Page 255 of 1008 REP-1098-510 Appendix A, Page 215 of 348N1091 PSC PROCEDURE SQ 8.3BEARING PLATE INSPECTION DATA SHEET SQ8.309103113Page 1 of IRevision 0a1Project:

TMI 2013 TENDON SURVEILLANCE UNIT 1Tendon No.: /. , 24 Tendon End: q5. [I Shop apField(7.4) Bearing Plate Identification

1. "_ _ __....1. Orient the bearing plate with the sketch below.2. Locate the bearing plate identification and document the location on the sketch.3. Sketch all cracks, including other defects, existing on the concrete In the area surrounding the tendon anchorage for a distanceof 24 inches from the edge of the bearing plate.4. For-cracks equal to or wider than 0.010Inches, document condition on an Nonconformance Report in accordance withProcedure QA 9.0, NONCONFORMANCES, for Exelon approval.

SD0AII buvk614W16~d4 f .:Auxiliary LightSource used: D4 Yes(] No(7.3) Illumination

( l C i -source:(7.5) Cracks a O010 C3 Yes AQ No Quantity:,

Max. Width: Max Length: NCR#:QC Inspector:

Level". Date.,1C Reviewed:

K Level: ' Date:.a I / h19 SQ 8.3 TMI. 13-181Topical Report 213 Attachment 2 Page 256 of 1008 REP-1 098-510 Appendix A, Page 216 of 348N1091 PSC PROCEDURE SQ 9.0MONITOR TENDON FORCE.p 5DATA SHEET 9.009/03113* .Cs .i .Page I of IRevision 0.Project:

TMI 40T YEAR TENDON SURVEILLANCE Unit 1(7.6)Tendon No.: 146- Z, Tendon: End, _ ___ ShoP 0 FieldLIFT-OFF INSPECTION CRITERIA Q.C. Signoff(9.3) Temp. of Concrete:

c,(,F Thermometer No.: s.-14 .Recal Date: 4_____ _-5_"* Ambient Temp.: 4 QOF Thermometer No.: p r Recal Date: lip !9-,(9ý4) Anchorhead and Stressing.Adapter Threads t Acceptable E- Unacceptable (9.5) Number of Effective Wires:" I(9.6) Anchorhead and Stressing Adapter Engagement/Alignment:

IMAcceptable

[0 Unacceptable (9.7) RAM ID: Recal Date: end ofjob RAM Area: 2 K .e.c.,Gauge ID: C. Recal Date:hti Daily Check: ..4,.. 0-li(9.8) Shim Stack Height: #1 (.Sg in. #2 t1 in. Ruler ID: 1 Recal Date: i,/.-./(Individual Shims: Stack #1: .in. Stack#2:

4. Z. Y4 In.(9.9) Lift-:ot Overstress Force (LOSF): kips Pressure:

-?16", psi(9.10) PF: kips 95% PF: 1044 kips 90% PF: Q¶', kips4~4~p~pps (9.11.5)

As-Found Lift-Off

-(9.11 .13) Circled Values.Stack.#1:

1) psi Stack.#2:

Ii 1) Psi .psi2)' 4710~ psi 2) -) 4f. psi 23) ?,-VO psi 3) 20 pi3. %t s(9.1 13) End Average Force (this end): .Average:

gz, psi.(9.!1.14)

End Avg, Farce (other end).: 1 -3 ,6) kips (9.11.15)

Average Liftoff (ALV) //b,/Z. kips(9.11.16)

Liftoff (ALV) Acceptance Criteria:

a) [4 Acceptable

-ALV is >. 95% PF.b) C] Adjacent Tendons to be Stressed

-ALV is < 95%PF but >_ 90%PF_ Document on a NCR.Sc) U unacceptable

-ALV is < 90%PF. Document on a NCR.NCR Required E-] Yes [0 No customer Notified NCR No.: ,* (9.11,17)

Adiacent Tendon Lift-Offs...

(Note: Use a separate oats Sheet 9.0 to document Liftoff :forces.)"

Adj Tendon: El Acceptable

-ALV >'95% of PF. The original scope tendon SHALL bea)

• This Tendon: restored to within -01+6% of PF, but in no case, nogreater than 0.70:GUTFas Adj Tendon: .... .determined for the number of effective wires.EXELON Notified:

[].Yes El No NameiDate:

A. l-71b) Adj Tendon: _ _ Unaccepteble.-

ALV.< 95% of PF for either tendon. Document the condition b) C Adj Tendon: _ on.a.NCR:

tld n Customer Notified NCR No.: [1,Adj Tendon: El Unacceptable.--

ALV < 90% of PF for either tendon. Document the condition "1.-. Adj. Tendon: on a NCR. C.. .S"Customer Notified NCR No.: __________

.// ', / / i,aC Reviewed:

(/ /L%'/41 t .. Level: ZZ: Date: it) -/0 -/321 SQ 9.0 TMI.13 IS1sTopical Report 213 Attachment 2 Page 257 of 1008 REP-1098-510 Appendix A, Page 217 of 348N1091 PSC PROCEDURE SQ 9.0MONITOR TENDON FORCESDATA SHEET 9.009103113Page: 1 of 1Revision 0Project:

TMI 4eT YEAR TENDON SURVEILLANCE (9 Unit 1(7.6)Tendon No.: k t ',. , Tendon End' 4' .FShop [ FeldLIFT-OFF INSPECTION CRITERIA Q.C. Signoff(9.3) Temp. of Concrete:

A OF Thermometer No.: 5Jj RecalDate',

10 [I-!i.Ambient Temp.: 4F Thermometer No.: X A Recal Date: .fi.f.p I 4 o 4" 1 ..(9.4) Anchorhead and Stressing Adapter Threads:

0 Acceptable El Unacceptable (9.5) Number of Effective Wires: _ _ _ _9(9.6) Anchorhead and Stressing Adapter Engagement/Alignment:

0 Acceptable (3 Unacceptable (9.7) RAM ID: Recal Date: end ofjob RAM Area: 374&J K L7. 11,Gauge I" .Recal Date:b u ,". Daily Check: OK(9.8) Shim Stack Height: #1 #2 42 In. Ruler ID: g.91Recal Date:Individual Shims: Stack #1: / A I. -in, Stack #2: I n. -(9.9) Lift-off Overstress Force (LOSF):.

... ... kips Pressure:

4 3g psif(9.10) PF: 18611 kips 95% PF: 1844 kips 90% PF: qQkips_29Z 2 Psi 27%. q/ Psi. Psi NE.1-3(9,1 1.5) As-Found Lift-Off (9,11.13)

Circled ValuesStack#i:

1) psi Stack #2: ifi 1) 5vzlo psi2)),p2.2) ps370psi3) S 96 )psiJ3) 30ZD psi(9.11.13)

End Average Force (this end): Average:

a3twpsi:(9.11 14) End Avg. Force (other end): j (9.11.15)

Average Lifloff (ALV) l i.Jps(9.11.16)

Liftoff (ALV) Acceptance Criteria:

a) Wcceptable

-ALV is ;t 95% PF.b) C] Adjacent Tendons to be stressed

-ALV is < 95%PF but ; 90%PF. Document on a NCR.c) 0l Unacceptable

-ALVis.< 9%/PF. Document on a NCR. .VT-NCR Required

[E Yes (CNo Customer Notified NCR No.,(9.11,17)

Adiacent Tendon Lift-Offs (Notf: Use a separate Data Sheet 9.0 to document Liftoff .rces.) -f Adj Tendon: ._ E Acceptable

-ALV > 95% of PF, The original scope tendon SHALL bea) This Tendon; _ restored to within -0146% of PF, but in no case, no greater than 0.70 GUTS asAdj Tendon: _ determined for the number of effective wires.EXELON Notified:

E] Yes C] No Name/Date:

K /AJ__ _ _ _b) _Adj Tendon: [] Unacceptable

-ALV < 95% of PF for either tendon. Documentthe colLAdj Tendon: on a NCR.Customer Notified NCR No.: __c) -Adj Tendon; El Unacceptable

-ALV. < 90% of PF for either tendon. Document the coi"-!.- Adj Tendon: ._ _ on a NCR.:Customer Notified NCR No.:./.} /VQC Reviewed:

.. .Level: Date:.. 3.21 SQ 9,0 TMI.13 ISlaTopical Report 213 Attachment 2 Page 258 of 1008 REP-1098-510 Appendix A, Page 218 of 348Project:

TMI 40M YEAR TENDON SURVEILLANCE Tendon No.: .I 2 Tendon:End:

&'bC,, 12 Shop r] FieldANCHORAGE INSPECTION CRITERIABEARING PLATE SURFACE PROPERLY PREPARED:

.GREASE CAP SURFACE PROPERLY PREPARED:

GASKET MATING SURFACE PROPERLY PREPARED:

STUDIBOLT HOLES PROPERLY PREPARED:

FOREIGN MATERIAL EXCLUSION CONTROLLED:

C1 NOC INOEINOFINOE]NOCOMMENTS td y e-CREW FOREMAN SIGNOFF .,.. Date: -_,____QC Reviewed:

Level ,___A____

Level: -gz--Date:1 -/I V -/&-I30 SO 12.0 TMI.13.1S!

Topical Report 213 Attachment 2 Page 259 of 1008 REP-1 098-510 Appendix A, Page 219 of 348Project:

TMI 40' YEAR.TENDON SURVEILLANCE Tendon No.: E4 ,,-2.. Tendon End:. J I. Shop Q FieldANCHORAGE INSPECTION CRITERIABEARING PLATE SURFACE PROPERLY PREPARED:

GREASE CAP SURFACE PROPERLY PREPARED:

GASKET MATING SURFACE PROPERLY PREPARED:

STUDIBOLT HOLES PROPERLY PREPARED:

FOREIGN MATERIAL EXCLUSION CONTROLLED:

Y~ESEl NOE5 NOE']NOEl NOENOCOMMENTSCREW FOREMAN SIGNOFF b4 4g- ate: ILJ743QC Reviewed:.

__ _ __ _.__ _ _ __ _ _ _._.....

Level: -_ Date: /_ __ __ I30 SO 12,0 TMI,13 IS1Topical Report 213 Attachment 2 Page 260 of 1008 REP-1098-510 Appendix A, Page 220 of 348:N1091 PSC PROCEDURE SQ 12.1GREASE REPLACEMENT Data Sheet 12.ib -Hand Pumping,09/03/13'Page I of 1.Revision rProject:

TMi 40"' YEAR TENDON SURVEILLANCE Tendon No.: kGREASE REPLACEMENT QC SIGNOFFS(8.4) Grease Used ' NEW 0l OLD -TEST DATE: El ACCEPTABLE El APPROVAL LETTER. -8.0 PREREQUISITES DATED:(8.5) Total Grease Loss from Data Sheet 6.0 for tendon end: gep(8.6) Total Grease Loss from Data Sheet 6.0 for tendon end: gal l-I-I(8.7) Estimated.grease losses from leaks for tendon end'ý 0 gal. t(8.8) Estimated grease losses from leaks for tendon end; i. gal. 7.-i 5(8.9) TOTAL Tendon Grease Loss:. ga ,L13.0 POURING AND HAND PUMPING -FIRST END(13.A) Ambient Temp.: .j(13.7) Grease Temp.: 2 Zo F(13:9) 10AM Grease Height (a)(13.14).

Total amount of Grease added'ý(13.16) Quantity of Waste Grease:(13.17) Total Grease Realaced lhIs endThermometer ID: Recal Date: ' -zt-i3Thermometer ID: k Recal Date: poý) : 3in. (13.12) Final Grease Height (b). Z7 in.6S1 gal. (a-b)xl.77 into the &* endC) gal. (13.15) KPoured -- Hand Pumped: j3j :gal.hwho/0-9-13

+13.0 HAND PUMPING -SECOND END(13.6)Ambient Temp.: 70 OF Thermometer ID:ý PK A Recal Date: -(13.7) Grease Temp.: Z OF Thermometer ID: P-,- Recal Dale:(13.9) initial Grease Height (a) in. Grease Height (b) 3,ZS in.(13:14) Total amount of Grease added: _S.7S gal. (a-b)x 1.77 into the end(13.i6) Quantity of Waste Grease: C) gal. (13.15) J.Poured E Hand Pumped(13.17) Total Grease ReplaceA this end: gal.ukpt-IP-1_514.0 CALCULATION OF PRESSURE PUMPING(14.1) Total Tendon Grease Replaced:

gal. (13.17 + 13.17)(14.2) Net Tendon Duct Grease Volume::

?. gal. Re.ecoSO I i.2-c,-GtE Oud VolurmTotal Tendon Replaced (14.1) -Total Tendon Loss (8.9)(14.3) Percent.

Difference:

No ednDc raeVlm (14.2 _ 00= 104% % Difference Nel Tendon Duct Grease Volume (14.2) U,/-5[](14.4) Grease Leaks: C1 Yes .No(14.5) Refill Acceptable:

9 Yes oess than Fo%) 0 No (greatertan 10%) tviv a.If No -Customer Notified NCR No.: / ", 7-1(14.6) Comments:

.QC Reviewed:

Level:Date:/~1m31 SO 121 TMI.13 ISITopical Report 213 Attachment 2 Page 261 of 1008 REP-1098-510 Appendix A, Page 221 of 348Project:

TMI 40T" YEAR TENDON SURVEILLANCE

' UNIT 1(7.3) Tendon No.: V" 2 Tendon End: "]-b P .9 Shop El FieldGrease Cap Removal(7.6) Date Removal Started:

Z- I(7.7) Dry Ice Used on Grease Cap and/orAnchorage QYes 1W No(7.8) Temp. of Concrete:

' IF Thermometer No.: Re-Cal Date: w /Ambient Temp.: F Thermometer No.: 1,0. Re-Cal Date: Og.(8.4) Anchorhead I.D.: Anchorhead Verification' KMatch El No-Match(8.5) Grease CoatingGrease Cap -Complete Partial Uncoated

%Buttonheads-Complete V Partial Uncoated

%Anchorhead

-Complete Partial Uncoated

%Shims- Complete Partial .... Uncoated

%Bearing Plate -( Complete Partial Uncoated

%-Limited within the inside diameter of the. grease cap.(8.6) Unusual Conditions:

AhI_(8.7) Grease Color Match: 5f Yes C0 No Grease Color.Comments:

(8.8) Quantity of Samples 2 Quart Samples Identified per Step 8.8.1? ER Yes 0 NoLocation of E- B.P. 93 Shims [I Cap [E DuctRemoval(8.9) Qty. of Grease lost during removal of cap: C gal.(8.9.1) Grease from cap to be reused? El Yes 1 No Qty. of Grease removed from cap: O0 .5 gal,(9.6) Oty. of Grease removed from anchorage'.

,, gal.(9.7) Damage during cap removal or anchorage cleaning?

.] Yes W'No Describe:

A&A14(10.3) Method of Tendon Protection:

, _. arA:z, c4, W gcke(10.4) Amount of Grease Loss from Tendon duct: gal.(10.5) Total quantity of lost grease (below):(8.8) D._+ (8.9) +(8.9.1).&_5_.+

(9.68) + (10.4) = .. TOTAL(11.1.2)

Document TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENT.

KYes El No.C Reviewed:

Level:Date:9-~~--'

313 SQ 6.0TMI.i3 IS@Topical Report 213 Attachment 2 Page 262 of 1008 REP-1 098-510 Appendix A, Page 222 of 348Project:

TMI 40:H YEAR TENDON SURVEILLANCE

[]UNIT 1(7.3) Tendon No... L,-. 37-- Tendon End: .__---/_L_,e'_._...

[" Shop I FieldGrease Cap Removal(7.6) Date. Removal Started:

.... 2 M.. 2015(7.7) Dry Ice Used on Grease Cap andlor Anchorage 02 Yes 9 No(7.8) Temp.: of Concrete:

Oq°F Thermometer No.: sf .1OZ Re-Cal Date: ,! IAmbient Temp.:: IS 6F Thermometer No.: PK 141t Re-Cal Date: /6 -4.(8.4) Anchorheadl.D.:

Anchorhead Verification:

OI Match .[ No-Match(8.5) Grease CoatingGrease Cap -Complete V/L Partial Uncoated

%Buttonheads-Complete Partial Uncoated

'.*Anchorhead

-Complete Partial Uncoated

%.Shims -Complete Partial Uncoated

%Bearing Plate -( Complete

_ _ Partial Uncoated

%* Limited within the inside dianeter of the grease cap.(8.6) Unusual.Conditions:

(8.7) Grease Color Match: 0 Yes El No Grease Color:Comments:

A&A_.(8.8) Quantity of Samples Quart Samples Identified per Step 8.8.1? ]l Yes. [I NoLocation of [I B.P. C] Shims ICap 0 DuctRemoval(8.9) Qty. of Grease lost during removal of cap:: 0 gal.(8.9.1) Grease from cap to be reused? C1 Yes 1.No Oty. of Grease removed from cap: 34ga1..(9:6).Qty.,of Grease-removed from anchorage:

0.5 gal.(9.7) Damage during cap removal oranchorage.cleaning?

[I Yes 0'No Describe:.

(10.3) Method ofTendon.Protectionw e -A/&d .,-. 440... IA/A AUeuj .kc4(10.4) Amount of Grease Loss from Tendon duct: gal.(10.5) Total quantity of lost grease (below):(8.8) a,. + (8.9) .+ (8.9.1)3

_ +

(10.4) j. ..., TOTAL(1.1.12)

Document.TOTAL grease lost onData Sheet 12.1,GREASE REPLACEMENT.

.4Yes r- NoQC Reviewed:

"13 SQ6,0 MI~i !'ILevel*Date:.13 SQ 6,0 TM1. 13 ISI.Topical Report 213 Attachment 2 Page 263 of 1008 REP-1098-510 Appendix A, Page 223 of 348Project:

TMI 40TH YEAR TENDON SURVEILLANCE 19UNIT1.(8.1). Tendon No.: V -31 Tendon End: KT__ [ Shop C1 Field(9.5.1) DURING REMOVALOF GREASE CAPWater Detected:

El Yes 5a No Quantity'.

@Sample Taken: EJ Yes E! No B] N/AMoisture

==

Description:==

El Observable Moisture El Significant Moisture

[KNot Applicable Comments:

iv'oJA.-*(9.6.1)

INSIDE GREASE CAPWater Detected:

E] Yes [] No Quantity:

O Sample*Taken:

El Yes C] No N/AMoisture

==

Description:==

E] Observable Moisture El Significant Moisture

[ Not Applicable Comments:

(9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected:

El Yes RNo Quantity:

7) Sample Taken: El Yes El No [] N/AMoisture

==

Description:==

E] Observable Moisture 01 Significant Moisture C&Not Applicable.

Comments:

(9,9.1) DURING DETENSIONING AJ/AWater Detected:

[I Yes El No Quantity:

Sample Taken: El Yes. [E No E] N/AMoisture

==

Description:==

[E Observable Moisture El Significant Moisture El Not Applicable Comments:.

(11.1) NOTIFICATION N/AExelon Notified:

[] Yes Individual Name: Date:SAMPLE IDENTIFICATION AND STORAGE tIA:(12.2) Samples adequately identified:

El Yes(12.3) Samples stored at:QC Signoff:

ft/.u(~5&~47Lfr Level: .Date: -Level: _ Date: 2"zLL.....

KQC Reviewed:

14 SO6.I.TMI.13 1S1 ITopical Report 213 Attachment 2 Page 264 of 1008 REP-1 098-510 Appendix A, Page 224 of.348Project:.

TMJ 40T YEAR TENDON SURVEILLANCE

[ UNIT 1(8.1) Tendon No.: .... Tendon End: .II Shop F] Field(9.5.1) DURING REMOVAL OF GREASE CAPWater Detected:

C] Yes M No Quantity: Sample Taken: 'E5 Yes E] No E N/AMoisture

==

Description:==

C1 Observable Moisture

-Significant Moisture Not Applicable Comments:

(9.6.1) INSIDE GREASE CAPWater Detected:

C1 Yes (N No Quantity:.

Sample Taken: C Yes El No [] N/A.Moisture

==

Description:==

0 Observable Moisture 0 Significant Moisture

[] Not Applicable Comments:

Aloje_.(97.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected:

C] Yes fJ-No. Quantity:

L Sample Taken: C1 Yes [I No [] N/A* Moisture

==

Description:==

C] Observable Moisture C., Significant Moisture Not Applicable Comments:'

(9.9.1) DURING DETENSIONING N/AWater Detected:

CI Yes Cl No Quantity:

Sample Taken: C Yes [C No [I N/AMoisture

==

Description:==

C Observable Moisture Cl Significant Moisture Cl Not Applicable Comments:

(11.1) NOTIFICATION Exelon Notified:

C].Yes, Individual Name: Date:SAMPLE IDENTIFICATION AND STORAGE(12.2) Samples adequately identified:

[Yes(12.3) Samples stored at:QC Signoff:

~ t Level: 2 Date: I-Z f--cQC Reviewed:

Level: J Date: q2-94!- /i4 SO. 6.TM.13 ISITopical Report 213 Attachment 2 Page 265 of 1008 REP-1 098-510 Appendix A, Page 225 of 348Project:

TMI YEAR TENDON SURVEILLANCE Tendon No.: V- 32 Tendon E:ndlButtress No.:-, -- Anchorage ID.:IOSO Adaptor ID:EQUIPMENT MICROMETER WIRE SHIMSThread MID ID Recal Date ID No. Recal Date.: ID No. Recal DateMajorExt.!Pitch ____-___-

2-'7-4 ________

St(R-'

Ext.Minor -a c7- 14 ,- I ... Z '?13 S -IL) /oz.z.rInt.Moaor NIA NAInt.NINAMinor. NM IMEASUREMENTS THREAD _____ Wire Wire Shim AverageThread Read 3 6 Average Constant Diameter Size DiameterExt. 1 4.101 JMajor 2 , q ..,3 7 1E(1) 1 ._ 754 31 4Minor (2). 2 4qtb~z *yInt. 1 NIANAMajor 2 N/A___mnt; N/A N /A N/AMinor 2 NIA NIA NIAInt. Go Gauge ID: N/A Recal Date: N/A Result: N/APitch No-Go Gauge N/A Recal Date: N/A Result: NIAID:UO9_2S:(1) xtermal Pitcn uiameter

= LverageJ

-lyVvre Conslani

-t"Imm oBzeJ(2) External Minor Diameter

= [Average]

-[2 X Wire Diameter]

-[Shim Size].DISPOSITION Trial 1 Trial 2 1 Trial 3 Tral.4Adaptor Mark (.- IMin. Minor Diameter from Adaptor Table 14. 6 5IIAcceptable?

(Yes or No). 'e,_QC Signofed I. AL.QC Reviewed:

/ -4Level: .fLevel: .4rDate: 1-13Date: , ;,: 1 1I117SQ07.1TMIA 3 1S1jeTopical Report 213 Attachment 2 Page 266 of 1008 REP-1 098-510 Appendix A, Page 226 of 348Project:

TMI 2013 TENDON SURVEILLANCE

.UNIT 1(7,3)Tendon No.: ..3 Z Tendon End: = ShopANCHORAGE INSPECTION CRITERIAAs-Found

[3 Post De-Tensloning I Pro-Wire Removal El Post Re-Tensioning.

Q.C. Signoff9.0 & 10.0 -CORROSION

& CRACK INSPECTION (9.2) Buttonheads Level: A (10.1) Cracks [I Yes.121 13'No, 0 N/A(9.2) Anchorhead Level: A (10.1) Cracks 0l Yes () No ONIA(9.2) Bushing Level: (10.1) Cracks 0 Yes (2) E/1o 0 N/A(9.2) Shims: Level: A (10.1) Cracks 0 Yesl Ot2) I- NIA(9.2) Bearing Plate Level: > (10.1) Cracks El Yes(21 [No El N/A ()- Corrosion Level of C requires a NCR. (2) Compose a sketch of the cracks on Sketch Sheet 8.0 nd initiate a NCR.44 fl I1 Ir I CUIAI I ,onTIt lP," Offslze (Malformed)

Prolrudinglunseated wire/buttonheads Broken/missing wlreibuttonheads 0Previously identified as missingDiscontinuous

-removed thissurveillance being removed during this:surveillance for testing00000000000 00000000000 00000000000000.

p00:0000.0000000 0000000000000 0000000000000 0000000000 00000000000 (11.2) Anchorhead I.D. t j :3Located on Sketch: IOYes 0 NoBushing I.D. 60150Located on Sketch: []es ( No(11.4) Missing Buttonheads Found:/AJ/

C0 Yes% 0 No, Ouantity:

Additional Information:

t4.- [ 44 t .yp- YJJ I -Y -'(12.2) Number of Protruding Buttonheads (w): C (8.3) Illuminationsource C -ac _(12.3) Number of Missing Buttonheads (02 .): 0(12.4) Total of Protruding

+ Missing Buttonheads:

0 (12.6) Continuity Test Requested?

0 Yes,(12-5) Total # of Effective Buttonheads Seated: Wires Identified? 1IJNo(12.7) Overall Results JqAcceptable

[I Un-Acceptable Customer Notified NCR#:QC Reviewed:

.1Level:Date:i18 SQ 8.0.TMI..13 ISITopical Report 213 Attachment 2 Page 267 of 1008 REP-1098-510 Appendix A, Page 227 of 34831 PSC PROCEDURE SQ 8.0ANCHORAGE INSPECTION Data Sheet 8.0809103113Page 1 of 1Revision rWProject:

TMI 2013 TENDON SURVEILLANCE UNIT 1.(7.3)Tendon No.: 7_ Tendon. End- TO- [ShopANCHORAGE INSPECTION CRITERIA01 As-Found Li Post Oe-Tensioning I Pre-Wire Removal Li Post Re-Tensioning Q.C. Signoff9.0 & 10.0 -CORROSION

& CRACK INSPECTION (9.2) Buttonheads Level:. A (10.1) Cracks 0 Yes (21 LJi- 0 N/A(9.2) Anchorhead Level: -A (10.1) Cracks [I Yes (2)ONo [ N/A(9.2) Bushing Level: A'JL (10.1) Cracks C3 Yes m .N. [I N/A(9.2) Shims Level: 4 A L (10,1) Cracks C]Yes (2, ; [N N/A(9.2) Bearing Plate Level- g (10.1) Cracks 0l Yes (2) QN iA NIA ,Z(1) -Corrosion Levet o C requires a NCR. 12)_ Compose a sketch of lhe cracks on Sketch Sheet 8.0 and initiate a NCR.1 1.0 -BUTTO_NHEAD INSPECTION ,,4vI--.... Offslze (Malformed) f,/ ". .. -..Protruding/unseated

/[ wirelbUttonheads 0 Broken/missing wire/buttonheads "00000000000000000Previously identified as missing 0 0 0 0 0 (_0 00 00Discontinuous-removed this 000000000000 surveillance

_00.00000000000 00000000000000 wire(s) being removed duing this 0000000000000 surveillance for testing OOOOOOO DO OOOO00000000000000 (11.2) Anchorhead I.D. 10Ab 000400000000000 Located an Sketch: CYes [l No 0 0 .0 0 000 0 000 o 0 0Bushingl.D.

00.000000000 00000000Located on Sketch: Yes El No \ 0000000 /(11.4) Missing Buttonheads Found:' /l Yes I: No Quantity$,.

/Additional I formation:.

V .y4 ý "'---(12.2) Number of Protruding Buttonheads (0)t .(8.3) Illumination source ________,_____

(12.3) Numberof Missing Bultonheads (0 9:(12.4) Total of Protruding.+

Missing Buttonheads:

) (12.6) Continuity Test Requested

? C] Yes E.No(12.5) Total.# of Effective Buttonheads Seated: 1 /, Wires Identified?,

es [i]No(12.7) Overall Results C.Acceptable El Un-Acceplable Customer Notified NCR#:oC Reviewed:

h Level:. Date:'C/018 SO 8A0.TMI.13 ISITopical Report 213 Attachment 2 Page 268 of 1008 REP-1 098-510 Appendix A, Page 228 of 348P ANCEN1 091 PSC PROCEDURE SQ 8.0.ANCHORAGE INSPECTION Data. Sheet 8.0A09/03/13.

Page 1.f1 1Revision 0Project' TMI 2013 TENDON SURVEILLANCE

• UNIT 1*(7.3)Tendon No.: Vj 31-: Tendon End: i FieldANCHORAGE INSPECTION CRITERIAMAs-Found r-. Post De-Tensioning I Pre-Wire Removal C1 Post Re-Tensioning O.C. Signoff9;0 & 10M0.- CORROSION

& CRACK INSPECTION (9.2) Bultonheads Level: A t" (10.1) Cracks 0 Yes : Imno 0I N/A(9.2) Anchorhead Level: AI1. (10.1). Cracks 0 Yes ( 0 NIA(9.2) Shims Level: (10.1) Cracks 0rYest~ liONP C- NIA(9.2) Bearing Plate Level: -____ (10.1),Cracks 0-Yes " I-oN/A (, .z/,-.5-Corrosion Level of C requires a NCR. 1) Compose a sketch ofthe cracks on. Sketch Sheet 8.0 and iniUate a NCR.11.0 -BUTTONHEAD INSPECTION R Offsize (Malformed)

Protruding/unseated Swimre/buttonheads

• 0 Broken/missing wire/buttonheads

( Previously identified as missingDiscontinuous.-

removed this.surveillance.

BE -0000000.00000000 O0000.0000000.

000000000000 0000000000000 O0000.00000001O 00000.000000000 0000000000000 00000000000000 QOOOOOOOOOOoO 0000000000000

.0000000OOQOci 000000000000 00000000000 00000000000000..0 wire(s) removed during thissurveillance for testinhq(11.2) Anchorhead I.D. 457Located on Sketch: RYes tlNo(11.4) Missing Buttonheads Found: !,'/0 Yes C] No Quantity:

Additional Information:

s~;i ~4ae6A-7(12.2) Number of-Protruding Buttonheads (w): 6 (8.3) Illumination source(12.3) Number of Missing Buttonheads (0, 9b: _ _(12.4) Total of Protruding 4 Missing Buttonheads:

_ (12.6) Continuity Test Requested?

Q Yes (.No(12.5) Total.# of Effective Buttonheads Seated: 1. I Wires Identifled?

Ys C. No.(12.7) Overall Results ,Acceptable (3 Un-Acceptable Customer Notified NCR#:. At AlQC Reviewed:

ýý& llvaý-Level:Date:9tI8 SQ 8.0.TMI.

3 ISITopical Report 213 Attachment 2 Page 269 of 1008 REP-1098-510 Appendix A, Page 229 of 348Project:

TMI 2043 TENDON SURVEILLANCE UNIT 1Tendon No.: V. Tendon End:. "ro Shop 0 Field(7.4) Bearing Plate Identification

1. 4- (.A4(1. Orient the bearing plate .with the sketch below.2. Locate the bearing plate identification and document the location on the sketch.3. Sketch all cracks, Including other defects,.existing on the concrete In the area surrounding the tendon anchorage for a distance of24 inches from the edge of the bearing plate.4. For cracks equal to or wider than 0.010 Inches, document condition on an Nonconformance Report in accordance withProcedure QA 9.0, NONCONFORMANCES, for Exelon approval.

On Hoop and dome this edge isup.Vertical Tendon, this Is toward thecenter. of the containment; INO ft!Auxiliary Light Source used: 0 Yes0 No(7,3) Illumination

_0source: oc (7.5) Cracks 0.0010 []Yes [No Quantity:

Z. Max. Width: Max Length: NCR#: , QC Inspector:

4. Level: e Date:X Reviewed:

?V Level: Date:19 SQ 8.3 TMI.13 ISITopical Report 213 Attachment 2 Page 270 of 1008 REP-1 098-510 Appendix A, Page 230 of 348PRE C IS I ON LANCEN1091 PSC PROCEDURE SQ 8.3BEARING PLATE INSPECTION DATA SHEET SQ 8.309103/13Page 1 of 1Revision 0vProject:

TMI 2013 TENDON SURVEILLANCE

.UNIT ITendon No.: s Tendon End: ., Shop 1X Field.(7A) Bearing Plate Identification

1. .AA l,. ..1. Orientthe bearing plate with the sketch below.2. Locate the bearing plate identification and document the location on the sketch.3. Sketch all cracks, including other defects,.existing on the concrete In the area surrounding the tendon anchorage for a distance of24 inches from the edge of the bearing plate.4. For cracks equal~to or wider than 0,0.10 inches, document.condition on an Nonconformiance Report in accordance withProcedure QA 9.0, NONCONFORMANCES, for Exelon approval..

W *O 1 .On Hoop and dome this edge isup.VerticaITendon, this is toward thecenterof the containment.

Auxiliary Light Source used: Yes[] No(7.3) Illumination.

4:-source: C(Octt -04'9(7.5): Cracks 0.010' *eYes. No Quantity:

Max. WidthM e : NCR*Q npco:Level:

J Date: 4...C Reviewed:

Level:Date: ?-.,- Im A'19 80 8.3 TMI. 13 ISITopical Report 213 Attachment 2 Page 271 of 1008 REP-1098-510 Appendix A, Page 231 of 348Project:

TMI 40" YEAR TENDON SURVEILLANCE Unit 1(7.U)Tendon No.: Tendon End: "Top EJ FieldLIFT-OFF INSPECTION CRITERIA Q.C. Signoff(9.3) Temp. of Concrete; 6 OF Thermometer Recal Date: L6 -9t?- 1r'Ambient Temp.: Id OF Thermometer No.: ,p'Jt 1-o Recal Date: .r -1'5 qZ'(9.4) Anchorhead and Stressing Adapter Threads:

S Acceptable El Unacceptable (9.5) Number of Effective Wires: /1 9(9.6) Anchorhead and Stressing Adapter Engagement/Alignment:

M Acceptable n' Unacceptable

.251(9.7) RAM ID: 901 Recal Date: end ofjob RAM Area: 3_,31566 K= -S,1I7Gauge ID: 1 Recal Date: ])-Lob Daily Check: ok- e I .1(9.8) Shim Stack Height: #1 .1. t, In. #2 /,4In. Ruler ID:R _. RecalDate:

Individual Shims: Stack.#1:

4 .tjI..'in.

Stack #2: Z/, , /---9/. ., (9.9) Lift-off Overstress Force (LOSF): 1 g2. kips Pressure: 31 psi(9.10) PF: 117 kips 95% PF: 1"7 kips 90% PF: kips0 s -1.o 2si 4psi -3:(9.11.5)

As-Found Lift-Off (9.11.13)

Circled ValuesStack#1:

1) psi Stack.#2:

1) K5O0 psi 1), y0so psi2). 5"t.0 psi 2) \Sor. t psi 2) SOo psi3) ) O"0 psi 3) kpsi 3) SOSO psi(9,11.13)

End Average Force (this end):

Average:

6'0O psi -A4 -15(9.11.14)

End Avg. Force (other end): N4/ kips (9:11.15)

Average.Liftoff (ALV) 1 11- 71 kips.(9.11.16)

Li If (ALV) Acceplance Criteria:

a) (3 cceptable

-ALV is > 95% PF.b) ] AdjacentTendons to be stressed

-ALV is < 95%PF but k 90%PF. Document on a NCR.c) El Unacceptable

-ALV is < 90%PF. Documerton a NCR. .z'.NCR Required C3 Yes []' : Customer Notified NCR No.:-.(9.11.17)

Adiacent Tendon Lift-Offs (ft: Use a separate Data Sheet 9.0 to document Liftoff force&){ Adj Tendon: 0l Acceptable

-ALV > 95% of PF, The original scope tendon SHALL bea), This Tendon: restored to within -01+60/a of PF, but in no case, nogreater than 0.70 GUTS asAdj Tendon: determined for the number of effective wires.EXELON Notified:

El Yes 0l No NamelDate:

/A A0 .'-2b) Ad] Tendon: r-3 Unacceptable

-ALV < 95% of PF for either tendon. Document the conditiob .~. Ad) Tendon: _____ on a NCR.Customer Notified NCR No.: (Aaa_____

..__AjTendon:

_____ El Unacceptable

-ALV c 90% of PF for either tendon. Document the odt-c) { A dj Tendon: on a N C R .C t e N i d N N o... ........Customer Notified NCR No.:. , ,3 _.__ _-/QC Reviewed:

., _________

__,__ .Level: Date: 9 321 SQ 9.0 TM1.13 ISleTopical Report 213 Attachment 2 Page 272 of 1008 Project:

TMI 40T" YEAR TENDON. SURVEILLANCE Tendon No.: V- .Tendon End: 770 E Shop El. FieldANCHORAGE INSPECTION CRITERIABEARING PLATE SURFACE PROPERLY PREPARED:-

GREASE CAP SURFACE PROPERLY PREPARED:

GASKET MATING SURFACE PROPERLY PREPARED:.

STUD/BOLT HOLES PROPERLY PREPARED:

FOREIGN MATERIAL EXCLUSION CONTROLLED:

YES0 NO0 NO0INO0JNOE3NOCOMMENTS AZCREW-FOREMAN SIGNOFF 1' i/Date: __;_rz___

QC Reviewed-Level: _ _ _ __Date: IT-R6--/3 30 SQ 12,A TMI 13 ISITopical Report 213 Attachment 2 Page 273 of 1008 REP-1 098-510 Appendix A, Page 233 of 348N1091 PSC PROCEDURE SQ 12.0REPLACE GREASE CAPData Sheet 12.0.09103/13ANCE Page 1 of 1Revision 0Project:

TMI 40T YEAR TENDON SURVEILLANCE:

Tendon No.: T/ .endon End: 54fleuu Shop [] FieldANCHORAGE INSPECTION CRITERIABEARING PLATE SURFACE PROPERLY PREPARED:

[!"ES 0 NOGREASE CAP SURFACE PROPERLY PREPARED:

8YEE NOGASKET MATING SURFACE PROPERLY PREPARED:

LEJYES NOSTUD/BOLT HOLES. PROPERLY PREPARED: C] NOFOREIGN MATERIAL EXCLUSION CONTROLLED:

[4E'S EJNOCOMMENTSCREW FOREMAN SIGNOFF WJ4L-Date:

7-o4-__QC Reviewed:

4U ,,4 Level: Date: 9'-, j303 S12.0 TMI,13 ISITopical Report 213 Attachment 2 Page 274 of 1008 Project:

TMI 40" YEAR TENDON SURVEILLANCE Tendon No.: V,:?ZGREASE REPLACEMENT 0C SAGNOFFS(8.4) Grease Used NEW [1 OLD -TEST DATE: 0 ACCEPTABLE ED APPROVAL LETTER§ý0 PREREqU ISiTEI DATED:(8.5) Total Grease Loss from Data Sheet 6.0 for "rio tendon end: ga-(8.6) Total Grease Loss from Data Sheet 6.0 for tendon end: ,, 5 gal.(8.7) Estimated grease losses from leaks for tendon end- gal.(8.8) Estimated grease losses from leaks for 1A( tendon end: e gal.(8.9) TOTAL Tendon Grease Loss: t4 ga..-113.0 POURING AND HAND PUMPING -FIRST END(13.6) AmbientTemp.:

85 °F Thermometer IO:*j tol Recal Date:(13.7) Grease Temp.: PF Thermometer ID: j Recal Date: / /-,,1/ j(13.9) .JHj Grease Height (a) I 7-. 57 in. (13.12),Fina!

Grease Height (b) 3 0 in.(11314) Total amount of Greaseadded:

i ,u"gai. (a-b) x 1.77 into* tha ! end(13.16) Quantity ofWaste Grease: gal. (13.15) J Poured El Hand Pumped(13.17.)

Total Grease Replaced this end:m_+I3fli4AND PUMPING -RECONO FNI~APING -SECOND END(13:6) Ambient Tern-,_ -F Thermometer ID: Recal Date:(13:7) Grease Temp.: _ _mometer ID: Recal Date:(13:9) IBM Grease Height (a) :in. 2) In Grease.Height (b) in.*~~ ~~~~ ............. G e s ~ ih b n(13.14) Total amount of Grease added: Z -b) X 1.77 ftkL*8 ~ and(13.16) Quantity of Waste Grease: gal. (13.15) 0 Poured U Hand odP e..(13.17) TotalGrease Rlplaced this end: gal14.0CALLCULATION OF PRESSUE PUMPING(14.1) Total Tendol Grease Replaced:

(17 gal. (13.17 + 13.17);(14.2) Net Tendon Duct Grease Volume: 7 y gate ,

lrU ,fu m(14.3) Percent Difference:

total Tendon Replaced (14.1) -Total Tendon Loss (8.9) x 100 i. 7 % Difference Net Tendon Duct Grease Volume (14.2) .100 Al I % ien(14.4) Grease*Leaks:

0 Yes 19 No(14.5) Refill Acceptable:

.Yes gess then ioM) ." No (greatorthan 10%) 4 qIf No- Customer Notlified NCR No:: iA/ -,(14,6) Comments:

Al OAb/f C41QC Reviewed:

Ic:% -6tLevel: ~Date:/.131 SQ.12.1 TMI.13 IS1Topical Report 213 Attachment 2 Page 275 of 1008 REP-1098-510 Appendix A, Page 235 of 348Project:

TMI 40H" YEAR TENDON SURVEILLANCE UNIT I..(7.3).Tendon No.: -tL Tendon End: 6 Ei- Shop FieldGrease Cap Removal(7,6) Date Removal Started:

7- Q.C. Signoff(7:7) Dry Ice Used on Grease Cap and/or Anchorage

.. Yes RNo .(7.8) Temp. of Concrete W Thermometer No.: eCa'at a e:-ýCiD /ac/Ambient Temp.: E3 OF Thermometer No.: Ei ReuCalPate:

/1:11d3 C--.u/. .1.1(8.4) Anchorhead i.D.: Anchorhead Verification:

kMatch El No-Match 7 0(8.5) Grease CoatingGrease Cap- Complete 7 Partial Uncoated

%Buttonheads

-Complete Partial Uncoated

%Anchorhead

-Complete Partial.

Uncoated

%Shims -Complete Partial Uncoated

%___...c wBearing Plate -) Complete v--1-__ Partial Uncoated

% 2-- 1.-/3(l) -Limited within the inside diameter of the grease cap..(8.6) Unusual Conditions:

A10t / P, .(8.7) Grease Color Match: EL Yes .No Grease Color /Comments:

0L L ,(8&8) Quantityof Samples 2_.. Quart Samples identified'per Step 8.8.1? LI Yes Li NoLocation of Li A.H. [I B.P. El Shims ,A Cap Li DuctRemoval(8.9) Qty. of Grease lost during removal of cap: / 0 gal.(8.9.1) Grease from cap to be reused? i- Yes ,aNo Qly. of Grease removed from cap: .j3.Vgai.

,1(.1.08/12--

(9,6) Qty. of Grease removed from anchorage:

, gal.(9.7) Damage during cap removal or anchorage cleaning?

Li Yes A No Describe:

, f.,-;(10.3) Method ofTendon Protection: ...' Lo/,,#71j 4'.,.(10,4) Amount of Grease Loss from Tendon duct:

• gal.(10.5) Total quantity of lost grease (below),

617L:1(8.8) -* + (8.9) 1, 0 + + (9.6) 5 + (10.4) 0_0 O..' TOTAL 0- -A_-.t(11.1 2) Document TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENT.

PJYes [3.No ci.-QC Reviewed:

.. f .Level: Date:-i s1 3 SO 6,0 TMI.13 ISITopical Report 213 Attachment 2 Page 276 of 1008 REP-1 098-510 Appendix A, Page 236 of 348Project:

TMI 40T YEAR TENDON SURVEILLANCE

[ UNIT 1(8.1) Tendon No.: Tendon End: Dl-e/.. DShop tField(9.5.1) DURING REMOVAL OF GREASE CAPWater Detected:

Fl Yes Quantity:

IV,// Sample Taken: El Yes nl No N/AMoisture Description*

E] Observable Moisture

[]Significant Moisture

[fNot Applicable Comments:

(9.6.1) INSIDE GREASE CAPRWater Detected:

(] Yes No Quantity:

/t/ Sample Taken: El Yes C3 No EN N/AMoisture

==

Description:==

E] Observable Moisture

-E] Significant Moisture.

,[Not Applicable Comments:

./A(9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected:

C] Yes 1ANo Quantity:

'A Sample Taken: C1 Yes E] No NIAMoisture

==

Description:==

C] Observable Moisture

" Significant Moisture

[ Not Applicable

~~~Comments: (9.9.1) DURING Water Detected:

[] Yes E :No Quantity:

Sample Taken; E] Yes [- No E] NIAMoisture

==

Description:==

El Observable.Moisture El Significant Moisture El Not Applicable Comments:

(11. 1) NOTIFICATION Exelon Notified:

El Yes Individual Name: Date:SAMPLE IDENTIFICATION AND STORAGE(12.2) Samples adequately identified:

El Ye6s(12.3) Samples stored at:QC Signoff:

7K /ji Level: 4 Date: 10.2-1!3QC Reviewed:

Level: j Date: ____;______:

14 SO 6A.TMI.13 IS[Topical Report 213 Attachment 2 Page 277 of 1008 REP-1 098-510 Appendix A, Page 237 of 348N1091 PSC PROCEDURE SQ 8.0ANCHORAGE INSPECTION Data Sheet 8.0A09103/13Page 1 of 1Revision 0Project:

TMI 2013 TENDON SURVEILLANCE JR UNIT 1(7.3)Tendon No.: t- Tendon End: R,% S FieldANCHORAGE INSPECTION CRITERIAAs-Found 0l Post De-Tensioning/I Pre-Wire Removal Cl Post Re-Tensioning QC. Signoff9.0 & 10.0 -CORROSION

& CRACK INSPECTION (9,2) Buttonheads Level: (10.1) Cracks 0l Yest~l J3 No [I N/A(9.2) Anchorhead Level: (10.1) Cracks El Yes.42) W No [I NIA,(9.2) Shims Level: A (10.1) Cracks El Yes (2 [ No C1 N/A(9.2) Bearing Plate Level: (10.1) Cracks Ye Y1s2 .0 No El N/A.(') Corrosion Level of C requires a NCR t21Compose.

a sketch of the cracks on Sketch. Sheet 8.0 and Initiate a NCR.11. BUTTONHEAD INSPECTION

• Offsize (Malformed)

Protruding/unseated

___---Swwirelbuttonheads 0 Broken/missing wire/buttonheads 0000000* Previously Identified as missing 0 0 0 0 000000000000000 j~J Discontinuous

-removed this 000000000000 surveillance.

0000000000000 wire(s) removed during this 000000000-00000 surveillance for testing 00000000000000 0 0O :00' 0.. 0 0 0 0 0.00000000000000 (11.2)Anchorheadl.D.

0000000000000 Located Yes 0e No 000000000000

\. 00000000000

/.(11.4) Missing Buttonheads Found: 00 000 0 000 /0F1 Yes C3 No Quantity:N'-

360000.000 Additional Information:

(12,2) Number of Protruding Buttonheads (8)3)U Iluminationsource

_C- I" V(12.3) Number of Missing.Buttonheads (0, 5:(12.4) Total of Protruding

+ Missing Buttonheads:

(12.6) Continuity Test Requested?

[I Yes 0l No(12.5) Total # of Effective Buttonheads Seated: Wires Identified?

C ](12.7) Overall Results Acceptable

[I Un-Acceptable Customer Notified NCR#4: L / 4 -1;QC Reviewed:

Level: Date:18 SQ 80.TM1.13 ISITopical Report 213 Attachment 2 Page 278 of 1008 REP-1098-510 Appendix A, Page 238 of 348Project:

TMI 2013 TENDON SURVEILLANCE

.UNIT ITendon No.:. Tendon End: ,- Shop %Field(7.4) Bearing Plate Identification

t. LoCATC1. Orient the bearing plate with the sketch below..2. Locate thebearing plate identification and document the location on the sketch:3. Sketch all cracks, including other defects, existirig on the concretein the area surrounding the tendon anchorage for a distance of24 inches from the edge of the bearing plate,4. For cracks equal to or wider than 0.010 inches, document condition on an Nonconformance Report in accordance withProcedure QA 9.0, NONCONFORMANCES,.

for Exelon approval.

4~- ~LACMp, ,v C /V 171w ýAw' tl L 5PA 4L,4, )/,t 9-4 P/e/Tt, /8 IF On.Hoopanddomethis edgeis .__ , //V ,t14,Vertical Tendon, this is toward thecenter of the containmentL LJ7AQ. 6, -E rIACJQýO)$

IS OMA' ILAAuxiliary Light Source used: VJYes[O No(7.3) Illumination

.... source: ...°CA 1-0 I-L .(7,5) Cracksz:

0.010O fYes N.No Quantity:

Max Width: I ltMax Length?,-/I NCR#:1QC Inspector:

Level: Date: /., pJC Reviewed:

Level: Date:19 sO S .83 TMI.13 ISITopical Report 213 Attachment 2 Page 279 of 1008 REP-1 098-510 Appendix A, Page 239 of 348N1091 PSC PROCEDURE SQ 12.0REPLACE GREASE CAPData Sheet 12.0* 09/03/1 3PRECISION ANCE Page 1 of 10(1,MsRevision 0Project:

TMI 40TH YEAR TENDON SURVEILLANCE Tendon No.: V41 Tendon End: C ,-Shop ANCHORAGE INSPECTION CRITERIABEARING PLATE SURFACE PROPERLY PREPARED:

19YES El NOGREASE CAP SURFACE PROPERLY PREPARED: YES C1 NOGASKET MATING SURFACE PROPERLY PREPARED:

[AYES [I NOSTUDIBOLT HOLESý PROPERLY PREPARED:

R YES: Cl NOFOREIGN MATERIAL EXCLUSION CONTROLLED:

Pa YES El NOCOMMENTS V/0 IVCREW FOREMAN SIGNOFF 1i4i J Date: 19- 2 -13QC Reviewed:

Level: Date:30 SQ 12.0 TMI.13 ISITopical Report 213 Attachment 2 Page 280 of 1008 N1091 PSC PROCEDURE SQ 12.1GREASE REPLACEMENT Data Sheet 12.ib -Hand Pumping09/03/13Page I of. 1Revision rProject:

TMIA40 YEAR TENDON SURVEILLANCE Tendon No.: -.GREASE REPLACEMENT QC SIGNOFFS(8.4) Grease Used. NEW :] OLD -TEST DATE: [I ACCEPTABLE.

.[APPROVAL LETTER8.0 PREREQUISITES DATED:(8.5) Total Grease Loss from Data Sheet 6.0 for .tendon end: gal _343(8u6) Total Grease Loss from Data Sheet 6,0 for .. 1A tendon end:& .4A .gal(8.7) Estimated grease losses from leaks for J--IAII .../ tendon:end.

.gal,(8.8) Estimated greaslosses from oks for tendon gal.(8,9). TOTAL Tendon Grease Loss: gal.13.0 POURING AND HAND PUMPING -FIRST END(13.6) Ambient Temp.: O F' Thermometer ID: F Recal Date: i(13.7) Grease Temp.: Zot OF Thermometer ID: A Recal Date: / -/4(13.9) 1BMaGrease Height (a) in: (13112):Fna_.I Grease Height (b) , in(13.14) Total amount of Grease added: gal. (a-b)xl.??

into the end(13.16) Quantity of Waste Grease: -gal. (13.15):

IaPoured C] Hand Pumped(13.17) Total Grease Replaced this end: _ gal.-II, ~.- J~14 I PUMPING -SECOND END(13.6).AmbientTe

IF Thermometer ID: Recal Date.:(13.7) Grease Temp.: OFometer ID. Racal Date:,(13.9) !Llla Grease Height (a) in. .1 n a Grease Height (b) in.(13,14) Total amount of Grease added; g (a .77 .end(13.16) Quantity of Waste Grease: gal. 1 15) C Poured D Hand(.13.17)

Total Grease Replaced this end: gal.14.0 CALCULATION OF PRESSURE,,UMPING (14.1) Total Tendon Grease Replaced:

gal.: (13,17 + 13.17)(14.2). Net Tendon Duct Grease Volume: gl / .f.efar so f22 -

remreon Not IV vol(14.3) Percent Difference,.

Total Tendon.Replaced (14.1) -Total.Tendon Loss (8.9) "x :100 = % Difference NetTendon:Duct Grease Volume (14.2)(14.4) Grease Leaks: LC Yes No(14.5) Refill Acceptable; 0 Yes pess han 10%): 0 No (greater Tan to-) 1.If No -Customer Nolifled NCR No.: 41A(14.6) Comments:.

0C Reviewed:

K< 61Level:Date: I al.3._ .IIm31 SQ 12.1 TMI.13 ISITopical Report 213 Attachment 2 Page 281 of 1008 REP-1 098-510 Appendix A, Page 241 of 348N1091 PSC PROCEDURE SQ 6.0GREASE CAP REMOVAL_Data Sheet 6,009103/13P Pagel of 1PR ANC2 Revision PProject:

TMI 40TH YEAR TENDON SURVEILLANCE.

UNIT 1(7.3) Tendon No.: V- / 0 Tendon End: 72P [. Shop C Field,Grease Cap Removal(7.6) Date Removal Started:

25(7.7) Dry Ice Used on Grease Cap and/or Anchorage El Yes k3 No(7.8) Temp. of Concrete:

11F Thermometer No.: j,,- Re-Cal Date: wO 2*,(3Ambient Temp.: .O.j F Thermometer No.: py_ Re-Cal Date: /4.24.1.

,(8.4) Anchorhead ID. Anchorhead Verification:

4AMatch El No-Match(8.5) Grease Coating /Grease Cap -Complete..

Partial %Uncoated Buttonheads

-Complete V/ Partial Uncoated

%Anchorhead

-Complete Partial Uncoated

%Shims- Complete Partial _ _ Uncoated

%Bearing Plate-l Complete

_ Partial Uncoated.

%th -Lnited within the iistde diameter of the grease. cap.:(8&6) Unusual Conditions:

AlO. ..(8.7) Grease Color Match: 0 Yes Grease Color;Comments:

_4 0 __ _ __.(8.8) Quantity of Samples 9 Quart Samples identified per Step 08.817 m Yes [ NoLocation of [&A.H. [l B.P. Shims El Cap El DuctRemoval(8.9) Qty. of Grease lost during removal of cap:. gal.(8.9.1:)

Grease from cap to be reused? 17] Yqs 1k] No Qty; of Grease removed from cap: gal. _(9.6) Qty. of Grease removed from anchorage:

C)t, O gal.(9.7) Damage during cap removal or anchorage cleaning?

E]Yes E3 No. Describe:.

I/ _I 1 0. Alv I(10.3) Method: of Tendon.Protectlon:::

,ib&(10.4) Amount of Grease Loss from Tendon duct:C) gal.(10.5) Total quantity of lost grease (below):(8.8).. _+ (8.9) vO i.(,9.1)1,.+

(9.6)4 .+(1o.4) = .5 _. TOTAL(11.1.2)

Document TOTAL grease lost on. Data Sheet 12A, G.REASE REPLACEMENT.

g1Yes0l NoQC Reviewed:

Level: Date:q-164-1 3I13 SO 6:0 TMI,13 ISITopical Report 213 Attachment 2 Page 282 of 1008 REP-1098-510 Appendix A, Page 242 of 348N1091 PSC PROCEDURE SQ 6.0GREASE CAP REMOVALData Sheet 6,009103/13, Pagel of,1PRECISION ANCE Revision PProject:

TMI 40T YEAR TENDON SURVEILLANCE UNIT 1(7.3) Tendon No.:: \/./ ..Tendon. End: ___ _-,_/ _

• 0 Shop .FieldGrease Cap Removal(7-6) Date Removal Started:

9 ,.z -Q.C. Signoff(7.7) Dry Ice Usedon Grease Cap and/or.Anchorage ElYes .1 No(7.8)"Temp.

of Concrete:.

4D 'F Thermometer No.: ._"A-" .Re-Cal Date: Ambient Temp.: 'I 0F Thermometer No.:. Re-Cal Date: -, z4l(8.4) Anchorhead:l.D.:

.71" Anchorhead Verification:

1)Match .0 No-Match

, q..(8.5) Grease Coating.Grease Cap -. Complete X Partial Uncoated

%Buttonheads

-Complete Partial _Uncoated

____Anchorhead

-Complete Partial Uncoated

%Shims -Complete Partial Uncoated

...0Bearing Plate -ti) Complete Partial Uncoated

%'.Limited within the inside diarneterof the grease cap.(8.6) Unusual Conditions:.

jAJu(8.7) Grease Color Match: C- Yes M No Grease Color.Comments:

, 6kyt/(8.8) Quantity of Samples Quart Samples identified per Step 8.8.1? IaYes El NoLocationof 9LA.H. -B.P. ,Shlms 5kCap C3 DuctRemr oval' 8 .D(8.9) Qty. of Grease lost duringremoval of cap: -gal. ,xe-al(8.9.1) Grease from cap to be reused? 0l Yes U No Cty. of Grease removed from cap: 4,C) gal. 3,L.g4-i(9.6) Qty. ofGrease removed from anchorage:

), 5 gal.(9.7) Damage duringcap removal or anchorage cleaning?

C1 Yes 04 No Describe:

,A,/e.(10.3) Method of Tendon Protection:

&20;41,{

kl,/A A14H ,A&A !W 16r(10.4) Amount of Grease Loss from Tendon duct: So, gal. .J '(10.5) Total quantity of lost grease (below):(8.8) &L + (8.9) .÷(8.9-1) 4,0 + (9.6) 0_ + (10.4) .= .TOTAL(11.1.2)

Document.TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENT.

&YeS El No ,/,, 4-ISOC Reviewed:

d ?n// Level: Date:13 SQ 6.0 TMI,13ISt Topical Report 213 Attachment 2 Page 283 of 1008 REP-1 098-510 Appendix A, Page 243 of 348Project:

TMI 40TH YEAR TENDON SURVEILLANCE.

UNIT I(8.1) Tendon No.: o 'is Tendon End: ./j I Shop ["]Field(9.5.1) DURING REMOVAL OF GREASE CAP* Water Detected:

E] Yes KNo Quantity:

0 Sample Taken: El Yes El No 0 NIAMoisture

==

Description:==

El Observable Moisture El Significant Moisture SNot Applicable Comments:

,(9.6,1) INSIDE GREASE CAPWater Detected:

El Yes No Quantity:

) Sample Taken: nl Yes El No N/AMoisture

==

Description:==

[I Observable Moisture El Significant Moisture

,)SNot Applicable Comments:

(9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected:

El Yes ,4No Quantity:

_. Sample Taken: I_] Yes [E No IVAN/AMoisture

==

Description:==

El Observable Moisture El Significant Moisture

-Not Applicable Comments:

(9.9.1) DURING DETENSIONING Water Detected:

E] Yes E] No Quantity:

Sample Taken: E] Yes (3 No [- N/AMoisture

==

Description:==

E] Observable Moisture El Significant Moisture El Not Applicable Comments:

(111.1) NOTIFICATION Exelon Notified:

El Yes Individual Name: Date::SAMPLE IDENTIFICATION AND STORAGE(12.2) Samples adequately identified:

El Yes;(12.3) Samples stored at:QC Signoff.4

..3 Level: 4 Date:iQC Reviewed:

(i7 1 d ~Level: Date: 1-9,5 t314 SQ 8.1TMI. 113 ISITopical Report 213 Attachment 2 Page 284 of 1008 REP-1098-510 Appendix A, Page 244 of 348e PRECISION ANCEN1091 PSC PROCEDURE SQ 6.1INSPECT FOR WATERData Sheet 6.109103113-Page !.o fiRevision 0vProject:

TMI 40' YEAR TENDON:SURVEILLANCE

[ UNIT 1(8.1) Tendon No.: , .. 1 TendonEnd:

C3 Shop CI Field(9.5,1) DURING REMOVAL OF GREASE CAPWater Detected:

0 Yes f] No Quantity: Sample Taken: El Yes El.No [] N/AMoisture

==

Description:==

El Observable Moisture 0-I Significant Moisture Not Applicable Comments:

(9.6.1) INSIDE GREASE CAPWater Detected:

C1 Yes ZNo Quantity:

E Sample Taken: nl Yes El No ,J NiAMoisture

==

Description:==

El Observable Moisture El Significant Moisture SNot Applicable Comments:

'. PL(9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected:

nl Yes {j No .Quantity:

0 Sample Taken: El Yes E] No Mi NiAMoisture

==

Description:==

El Observable Moisture

n. Significant

Moisture, "J Not Applicable Comments:.

AIM&,(9.9.1) DURING DETENSIONING

/Water Detected:

El Yes F No Quantity:

Sample Taken: E] Yes E[ No [l NIAMoisture

==

Description:==

.

E Observable Moisture El Significant Moisture:

El Not Applicable Comments:

(11.1) NOTIFICATION Exelon Notified:

El Yes Individual Name: Date:SAMPLE IDENTIFICATION AND STORAGE NA(12.2) Samples adequately identified:

E] Yes(1.2.3) Samples stored at:QC Signoff:

W V/ a- v,Level: *Date: qz4-z.o3QC Reviewed:

Level: 7 Date:. e7..,-11 14 SQ 6.1.TMI.13 ISITopical Report 213 Attachment 2 Page 285 of 1008 REP-1 098-510 Appendix A, Page 245 of 348N11091 PSC PROCEDURE SQ 71INSPECTION DOCUMENTATION DATA SHEET 7.109103113Page 1 of IRevision 0IProject:

TMi -4&~ YEAR TENDON SURVEILLANCE Tendon No.:Tendon End/Buttress No.:Anchorage ID.:I/11Adaptor I:EQUIPMENT MICROMETER WIRE SHIMSThread Mic ID Recal Date ID No. Recal Date ID No. Recal DateExt.Major C0(1Pitch 2 2 A Adi r? r'-g , '3Ext. q1Minor aý 2-- 4 q(-5LInt..Major N/A NWAInt. NANAMinor N/m mMEASUREMENTS THREAD Aveag Wire Wife Shim AverageThread Read 3rd u Average Constant Diameter Size DiameterExt. 1 :.37 9,51Major 2 9.35 315 {Ext. 1 6S'-Pitch (1) _2 231 03Z______

9,___ _ 60_Ext. 1Minor (2) 2 69o 0- o zInt. 1 N/A N/AMajor 2 N/A N/AInt. I N/A N/A N/AMinor 2 NIA N/A N/AInt. Go Gauge ID: N/A Recal Date: NIA Result: N/APitch No-Go Gauge N/A Recal Dater N/A Result: NIAID:Notes:(1) External Pitch Diameter

[A~verage]

jvAire Constant)

-tSnIm Size)(2) External Minor Diameter fAverage]

-(2 X Wire Diameter]

-(Shim Size]DISPOSITION I Thiall 1 Trial2I Trial3* 1 Trial 4 1Adaptor Mark e_-IMin. Minor Diameter from Adaptor Table -%,637Acceptable?

(Yes or No) *Yg5OC. Signoff:QC Reviewed:

A i/~ I,Level: Date:Level:; ~ Date: -704 jI17 SO 7.1 TMI.13 ISITopical Report 213 Attachment 2 Page 286 of 1008 REP-1 098-510 Appendix A, Page 246 of 348Project:

TMI 2013 TENDON SURVEILLANCE,

[ UNIT 1(7.3)Tendon No.:ý V -IM Tendon End; .ShopANCHORAGE INSPECTION CRITERIAAs-Found 0 Post De-Tensioning/Pre-Wire Removal El Post Re-Tensioning Q.C. Signoff9.0 & 10,0 -CORROSION

& CRACK INSPECTION (9.2) Buttonheads Level: ,u.1 (10.1) Cracks E] Yes (2) 92'No Cl N/A(92) Anchorhead

.Level: (10.1) Cracks [] Yes:: .1N/A(9.2) Bushing Level: (.11 (10.1) Cracks. El Yes N C]NN/A(9.2) Shims Level: A (10.1) Cracks 0l Yes.(2). [I N/A(9.2) Bearing Plate Level ' (0A) Cracks p :Yes(2) No NIA _._____Corrosion Level of.C requires a NCR. 12-Compose a sketch of the cracks on Sketch Sheet 8.0 and nitilate s NCR.I u.Q -AUTTONMEAD lINSPECTION

• Offslze (Malformed)

Protrudinglunseated,.

W wire/buttonheads 0 Broken/missing wire/butlonheads Previously identified as missing-U --4Discontinuous

-removed thissurveillance wire(s) being removed during thissurveillance for.testing 000OC 000/ooooooonoooooo\,

/ 0000,000000.00c' 000000..,000 o00000000000000o' 000000000.,000

'0000)CD0000000.0 00 oooo0ooooo0oo

0o0.0o 0 o o 0 o0 ,0 00\0 0000000000 o 1/000//N"\ //00G(11.2) Anchorhead I.D.Located on Sketch: es E] NoBushing I.D. ]Jq ILocated on Sketch: IEYes 17 NO(11.4) Missing Buttonheads Found: f"1 Yes. El.No Quantity:.-"n Additional Information:

(12.2) Number of Protruding Buttonheads (w): t (8.3).illumination sourc _ o___I(12.3) Number of Missing Buttonheads (0, Kb: _(1 2.4) Total of Protruding

.+ Missing Buttonheads:

__ .(12;6) Continuity Test Requested

? E[ Yes [61No(12.5) Total # of Effective Buttonheads.Seated:

_ Wires Identified?

es []No(12.7) Overall Resublts Acceptable C1 Un-Acceptable Customer Notified NCR#: ,/,/N.QC Reviewed:

Level:Date:9-,;- ( -3w_18 SQ 8.0TMI.13 ISITopical Report 213 Attachment 2 Page 287 of 1008 REP-1 098-510 Appendix A, Page 247 of 348,LANCEN11091 PSC PROCEDURE SQ 8.0ANCHORAGE INSPECTION Data Sheet 8.0809/03/13Page 1 of 11Revision r 0Project:

TMI 2013 TENDON SURVEILLANCE

[UNIT 1(7.3)Tendon No.: V- Tendon End: = P ShopANCHORAGE INSPECTION CRITERIAEl As-Found El Post De-Tensioning I Pro-Wire Removal El Post Re-Tensioning Q.C. Signoff9.0 & 10.0 -CORROSION

& CRACK INSPECTION (9.2) Bultanheads Level: (10.1) Cracks El Yes ( 2) 2io [E N/A(9.2) Anchorhead Level: (10.1) Cracks C-]Yes.(2) 0 NIA(9.2) Bushing Level: V) (10.1);.

Cracks 0 Yes (2) [N N/A.(9.2) Shims Level: (10.1) Cracks El Yes ,(El NIA(9.2) Bearing Plate Level: (10.1) Cracks C3 Yes 2) No [ N/A -q--i Corrosion Level of C requires a NCR, (2tCompose a sketch of the cracks on Sketch Sheet 8.0 and Initiate a NCR.11.0- BUTTONHEAQ INSPECTION 4 L-e4 raI Offslze (Malformed)

Protruding/unseated W wire/buttonheads 0 Broken/missing wtre/buttonheads

( Previously identified as missing / 0 00000000

-\/-O 0000 0000\ \wr Discontinuous-removed this 000000000000 surveillance 0000000000u000 00000000000000 wAire(s) being removed during this,.C 00 0 000 0 (0000surveillance for testing 00000000000000 0000000000000 (11.2)Anchorheadi

.. 00000(I'D 0000 0.00Located on Sketch: U!Yes El No \ b 0 0 C) C5§0 0 0.00 0 /\ 000 0000 00 0/Bushing I.D. .j/\00000000G00-C (11.4) Missing Buttonheads Found:/.

\. "--.- -/E Yes El No Quantity:

7Additional Information:

_'S 1/4L.5114 2(12.2) Number of Protruding Buttonheads

(,w): O (8.3) Illumination source (_t__l___

(12.3) Number of Missing Buttonheads (0, 0(12.4) Total of Protruding

+ Missing.Buttonheads:

_ (12.6) Continuity Test Requested

? El Yes ,No(12.5) Total # of Effective Buttonheads Seated: t Wires Identified3?

4Yes (I No(12.7) OverallResults

,gzcceptable El Un-Acceptable Customer Notifled.NCR#'

, QC Reviewed:

Level: Date:,____ ____ ___ ____ ___ ____ ___ ____ _..0I8 SQ 8&0,TMI.3 ISI1Topical Report 213 Attachment 2 Page 288 of 1008 Project:

TMI1.2013 TENDON SURVEILLANCE

.UNIT 1(7.3)Tendon No. V I 0S ' Tendon End.:. A Ha FieldANCHORAGE INSPECTION CRITERIA:

As-Found

[] Post Oe-Tensioning I Pre-Wire Removal.

0: Post Re-Tensioning Q.C.. Signoff9.0 & 10.0- CORROSION

& CRACK INSPECTION (9.2).Buttonheads Level;: AJL (I (1.0.1) .Cracks [I Yes: ' '2. N/A(9.2) Anchorhead Level: (10.1) Cracks 1" Yes viMN 0 N/A(9.2) Shims Level:. (10.1) Cracks [1 Yes t " N/A(9.2) Bearing Plate Level: A (10.1) Cracks EYes M No E N/A *Z4-.'-(- Corrosion Level of C requires a NCR. (12lCompose a sketch of the cracks on Sketch Sheet8.0 and initlate:a NCR.Ii (1. I~AITTAIJHFAfl I~~F~~.TIAN

• Offaize (Malformed)

Protruding/unseated W wireibuttonheads 0 Broken/missing wire/buttonheads Previously identified as missingDiscontinuous

-.removed thissurveillance, wire(s) removed during thissurveillance for testing(0000000.00000000000 000000000000 0000000000000 00000000000000 0000000000000.

000000.00000000 O00.OOO.OO.OO.O0 0000000.0000000 0000000000,000 000000000000 00000000000 000000000000000(11.2) Anchorhead I.D. "7 (Located on Sketch: KYes El No(11.4) Missing Buttonheads Found:0 Yes. 0l No Quantity:

/ AAdditional Information:

e.L.. 4uki L4 6~~~(12.2) Number of Protruding Buttonheads:(w).

0 (8.3) Illumination:

source d .6(12.3) Number of Missing Buttonheads.(0,

):(12.4) Total of Protruding

+ Missing Buttonheads:

.(.12.6) Continuity.Test Requested?

[] Yes H No(12.5) Total # of Effective 8uttonheads Seated: Wires Identifled?

es El No(12.7) Overall Results J4Acceptable C3 Un.Acceptable Customer Notified NCR#:IQC Reviewed:

6,4 6aLevel:Date:q-~~ 5;-~~.61U 18 So 8.0JTIVI13 IS[Topical Report 213 Attachment 2 Page 289 of 1008 REP-1098-510 Appendix A, Page 249 of 348N1091 PSC PROCEDURE SQ 8.3BEARING PLATE INSPECTION DATA SHEET SQ 8.309103/13Page 1 of IRevision 0IProject:

TMI 2013 TENDON SURVEILLANCE V UNIT 1Tendon No.: 12% Tendon End: / Shop 0 Field.(7.4) Bearing.Plate Identification

1. 2 ,J .. 1. Orlent.the bearing plate with the sketch below.2, Locate the bearing plate identification and document the location rin the sketchK3. Sketch all cracks, including other defects.

existing on the concrete in the area surrounding the tendon anchorage for a distance of24 inches from the edge of the bearing plate.4. For cracks equal to or wider than 0.010 inches, document condition on an Nonconformance Report in accordance withProcedure QA 9.0, NONCONFORMANCES, for Exelon approval.

On Hoop and dome this edge isVertical Tendon, this is toward thelcenter of the containment.

fA1 4LLe). 44 A&m V;A-15 ,4e CvdAeed6 3 oA-e J 0iwAuxiliary Light Source used: E] Ye No(7.3) Illumination ILIsource: .." 0 C I/(7.5) Cracks , 0.010" 0 Yes ,No Quantity:

Max. Width: 4 Max Length: NCR#:QC Inspector:

~'~ ~Level: 7 Date: -,3"~j~JC Reviewed:

Level:*V Date: eq- ; -/319 SO 8.3lTMI.13 ISI0Topical Report 213 Attachment 2 Page 290 of 1008 REP-1098-510 Appendix A, Page 250 of 348Project:

TMI 2013 TENDON SURVEILLANCE UNIT 1Tendon No.:. _y _ Tendon End: El, Shop 1] Field(7.4) Bearing Plate Identification,#:

HA.I.. 4 01 1. Orient the bearing plate with the sketch below.2. Locate the bearing plate identification and document the location on the sketch.3. Sketch all cracks including other defects, existing on the concrete In the area surrounding the tendon anchorage for a distance of24 inches from the edge of the bearing plate;4. For cracks equal to or wider than 0.010 inches, document condition on an Nonconformance Report in accordance withProcedure QA 9.0, NONCONFORMANCES, for Exelon approval, On. Hoop and dome this edge is,up.Vertical Tendon,.

this is toward thecenter of the containment.

Skv~i4 ttiA4 Llf loul 1<Auxiliary Light Source used: :9 YesEJ No(7.3), Illumination source: e") I b'- f(7.5) Cracks .0,010 [] Yes b No. Quantity:

0 Max. Width: Max Length: NCRN:QC Inspector:.

Level: _1CDate:g.~k2fI3,1C Reviewed:

ýZ ýAýLevel:: _7TDate *. _ _AM~-.t9 SQ 8.3 TML13 IStTopical Report 213 Attachment 2 Page 291 of 1008 REP-1 098-510 Appendix A, Page 251 of 348N1091 Psc PROCEDURE SQ 9.0MONITOR TENDON FORCEDATA SHEET,9.009/03M1*

.ANcS Page 1 of IRevision 0Project:

TMI 40TH YEAR TENDON SURVEILLANCE unit 1(7.6)Tendbn No.: V/- to o. Tendon End: 77) f Shop 0 FieldLIFT-OFF INSPECTION CRITERIA Q.C. Signoff(9.3) Temp. of Concrete: F Thermometer No.; STr 03 Recal Date: A _10,1mloAmbient Temp.: "-71 IF Thermometer No.: PK 1'D1 Recal Date:, 1F-/101 ,tq I-(9.4) Anchorhead and Stressing Adapter Threads:

M Acceptable El Unacceptable (9.5) Number of Effective Wires: ((09(9.6) Anchorhead and Stressing Adapter Engagement/Alignment:

0 Acceptable

-]. Unacceptable (9.7) RAM ID: Recal Date: end ofjob RAM Area: 3 3 tb K= .-. /Gauge ID: _ Recal Oate 1 USE Daily Check: 0/ .'r_24'-3 (9.8) Shim Stack Height: #1: 1q, 2 5 in. #2 tl'.ý.. in. Ruler ID: , Recal Date:. JJ'j,-.J, Individual Shims: Stack #1: _n.. Stack #2:-,'/j L, .n.(9.9) Lift-off Overstress Force (LOSF): 5 V2.- kips Pressure:

ps. 3' I ps(9.10) PF: kips 95%PF,: 1091 kips 90%PF: 1 O. kipsLi_ _ 1-__" psi D4 to psi -Ps -, 3(9.11.5)

As-FoundLift-Off (9.11.13)

Circled ValuesStack #1: 1) 5,go psi Stack #2: 1) 5A& psi 1) SAW psi2) Aao psi 2) ý46z' psi 2) LA & V psi3) SA50 psi .3) 0 psi 3) _.(jO psi(9.11.13)

End Average Force (this end)- 1 Ips Average:.

, (j7 psi -./(9.11.14)

End Avg. Force (other end): kips (9.11.15)

Average Liftoff (ALV) Z .7.qJ2_ kips(9.11.16)

Liftoff (ALV) Acceptance Criteria:

a) a Acceptable

-ALV is > 95% PF.h) E] Adjacent Tendons to be stressed

-ALV is < 95%PF but _ 90%PF. Document on a NCR.c) [E Unacceptable

-ALV is < 90%PF Document on a NCR. 241JNCR Required LI Yes 29 No Customer Notified NCR No.: AM(9.11.17)

Adiacent Tendon Lift-Offs (Note: Use a separate Data Sheet 9.0 to document Liftoff forces.)Adj Tendon: _10 Acceptable

-ALV >95% of PF, The original scope tendon SHALL bea) This Tendon: .restored to within -01+6% of PF, but in no case, no greater than 0.70 GUTS asAdJ Tendon: __ determined for the number of effective wires.EXELON Notified; L- Yes CI No Name/Date:

Ao//w i plo 3- V-b) rAdj Tendon: El Unacceptable

-ALV c 95% of PF for either tendon..

Document the condition L. AdlTendon:

on a NCR.Customer Notified NCR No.: ,/- a 7-a-,) .Adj. Tendon; __ _ El Unacceptable

-ALV < 90% of PF for either tendon, Document the condition C) Adi Tendon: __on a NCR. NRN, .Customer Notified NCR No.QC Reviewed:

0Level: Date:.21 SQ9O.0TMIL13 l~ta0Topical Report 213 Attachment 2 Page 292 of 1008 REP-i 098-510 Appendix A, Page 252 of 348pi?-LMMP~~A R EISN1091 PSC PROCEDURE SQ 12.0REPLACE GREASE CAPData Sheet 12.009103/13Page. 1 of 1Revision 0Project:

TMI 40TH YEAR TENDON SURVEILLANCE.

Tendon No.: , ,Tendon End: " JX Shop EJ FieldANCHORAGE INSPECTION CRITERIABEARING PLATE SURFACE PROPERLY PREPARED:

GREASE CAP SURFACE PROPERLY PREPARED:

GASKET MATING SURFACE PROPERLY PREPARED; STUD/BOLT HOLES PROPERLY PREPARED:

FOREIGN MATERIAL EXCLUSION CONTROLLED:

YESYESYESYESI3 YESC1NOr-1NO:ENOENOLNoCOMMENTSA/D/VECREW FOREMAN SIGNOFF ~7/'$~7~)Date:

vl-VJ-/QC Reviewed':16 ta/ ýLevel:. ;Date: 17; 5' -/3Iw 3OSQ= 12.0 IW30 SO 12.0 TMI. 13 ISITopical Report 213 Attachment 2 Page 293 of 1008 REP-1098-510 Appendix A, Page 253 of 348Project:

TMI 40' YEAR TENDON SURVEILLANCE Tendon No.: V -I' Tendon End- &A UP/ C3 Shop I5.FieldANCHORAGE INSPECTION CRITERIABEARING PLATE SURFACE PROPERLY PREPARED:

GREASE CAP SURFACE PROPERLY PREPARED:

GASKET MATING SURFACE PROPERLY PREPARED:

STUDIBOLT HOLES PROPERLY PREPARED:

FOREIGN MATERIAL EXCLUSION CONTROLLED:

El NOC1 NOLINO0-NOC- NO0COMMENTSCREW FOREMAN SIGNOFF t~.~Date,:

g-z4-zoia QC Reviewed:.

__ _ _ _ _ _ __"_"_ _ __ Level: .___v _ Date: 9'-) g-l 330 SO 12.0 TMI.13 ISITopical Report 213 Attachment 2 Page 294 of 1008 REP-1 098-510 Appendix A, Page 254 of 348* ' 1091 PSC PROCEDURE SO 12.1GREASE REPLACEMENT p8-*2 f Data Sheet 12.b -Hand Pumping09/03/13PRECISION St LANCE Page 1T of iRevision rProject::

TMI:4om YEAR TENDON SURVEILLANCE Tendon No.:.GREASE REPLACEMENT oC SIGNOFFS(8.4) Grease Used .NEW .r OLD -TEST DATE: El.ACCEPTABLE.

[I APPROVAL LETTER , L..I ,8,0 PREREQUISITES DATED:(8.5) Total Grease Loss from Data Sheet 6.0 for tendon end: .;5.a- gal..(8.6) Total Grease Loss from Data Sheet 6.0 for C)41,L.e-Ry tendon end: /. , gal.. --1(8.7) Estimated grease losses from leaks for T tendon, end: gal. q"a 4-13(8.8) Estimated grease losses from leaks for tendon end: gal. 3(8.9) TOTAL Tendon Gmease Loss: gq 13.0 POURING AND HAND PUMPING -FIRST END(13.6) Ambient Temp.: 6_ !I F Thermometer ID: k.. 0N Recal Date: 3(13.7) GreaseTemp.:

2 ID -F ThermometerID:

// J RecalDate:

,,(13.9) InitalM Grease Height,(a) j.'2., in. (13.12)Finad Grease Height (b) 21.5 in.(13,14) Total amount of Grease added: 1#,5-1 gal. (a-b)* 1.77 into the -I-djP end:(13.16) Quantity of Waste Grease: gal. (13.15) A Poured Cl Hand Pumped(.13.17)

Total Grease Replaced this end:= lb, 5q. gal. -ZI .AU PUMPING -SECOND END(.13.6) Ambient e -.0F Thermometer I Recall Date:(13.7) Grease Temp.:- eter ID, Raca, Date.-(13.9) Initial Grease Height (a) .in.. ( .12),Bnal Grease Height (b) "__ in,___-_--

(11.14) iota] amount of Grease added: 1. (2-b~x 1.77 .end(13.16) Quantity oaf Waste Grease: PON (13.15) El Poured (3 Hand u(13.17) Total Grease Replaced this end: gal.14.0 CALCULATION OF PRESSURE PUMPING(14.1) Total Tendoen Grease Replaced:

/:. Cgt gal.

(14.2) Net Tendon Duct Grease Volume: / gal, Referto SQ (14.3) Percent Difference:

Total Tendon Replaced (14.1).-

Total Tendon Loss (8.9) x 100 0. 01 % Difference C4 IJN(t Tendon Duct Grease Volume (14.2) Dfeec C /,- .(14.4) Grease Leaks: El Yes t No .,-W(14.5) Refill Acceptable

.Yes (tessthn t%) C -No (greater than to%) q. ,If No -.Customer Notified NCR No.: .I,,(14.6) Comments:

J 0 -' Io- Reviewe d: ',Level;:Dlate: q 70 -13I31 SQ 12.1 TMI.13 ISITopical Report 213 Attachment 2 Page 295 of 1008 REP-1098-510 Appendix A, Page 255 of 348Ni091 PSC PROCEDURE SQ 6.0GREASE CAP REMOVALData Sheet 6.009103/13Pagel of 1Revislon.Po Project:

TMI 40TH YEAR TENDON SURVEILLANCE UNIT i(7.3) Tendon No.: -1 59 Tendon End: * "J P j1j Shop E FieldGrease Cap Removal(7.6) Date Removal Started:

/0. 3 -20 1 Q.C. Signoff(7.7) Dry Ice Used on Grease Cap and/or Anchorage

[] Yes X No(7.8) Temp. of Concrete:

O °F Thermometer No.i .""O- Re-Cal Date:Ambient Temp.: O Thermometer No.: P9, 1O4 Re-Cal Date: Pc-Z1-I3

-,, -A(8.4) Anchorhead I.D. : &S 4 Anchorhead Verification!

NMatch 0 No-Match

-(8.5) Grease CoatingGrease Cap -Complete

.Partial Uncoated

%Buttonheads

-Complete Partial Uncoated

%Anchorhead

-Complete Partial Uncoated

%Shims -Complete Partial Uncoated

%Bearing Plate-_t Complete Partial .... Uncoated

% I to 4-( Limited within the inside diameter of the grease cap.(8.6) Unusual Conditions:

/(8.7) Grease Color Match" [XYes [I No Grease Color:Comments:

Alor', A/&16-3-(8.8) Quantity of Samples .Quart Samples identified per Step 8.8.1? M Yes [I NoLocation of R'A.H.. 0 B.P. I Shims (q Cap E] DuctRemoval(8.9) Qty. of Grease lost during removal of cap: 0 gal.(8.9,1) Grease from cap to be reused? (I Yes J4 No 0ty. of Grease removed from cap: , gal. WeplO.3-13 (9.6) Qty. of Grease removed from anchorage:

4. , t) gal. b -,(9.7) Damage during cap removal or anchorage cleaning?

0 Yes t No Describe:

W 3-(10.3) Method of Tendon Protection:

,,J,4A1' A , p -a' e A w/A a W/Af+ e,1e.- 16-1-(10.4) Amount of Grease Loss from Tendon duct: ,.§al.(10.5) Total quantity of lost grease (below):(8.8)a6_.

+ (8.9)..4D-

+ (8.9.1) L,5_ + (9.6) 4.1) + (10.4) = , TOTAL.(11.1.2)

Document TOTAL grease lost on Data: Sheet 12.1, GREASE REPLACEMENT.

CKYes E] No 1QCReviewed:

,,. I/'- Level: Date:13 SQ 6.0 TMI.13 ISI0Topical Report 213 Attachment 2 Page 296 of 1008 REP-1098-510 Appendix A, Page 256 of 348Project:

TMI 4r0TH YEAR TENDON SURVEILL.ANCE UNIT I(7;3) Tendon No,: V/- 1-/5 Tendon End:

E-]Shop Grease Cap Removal(7.6) Date Removal Started:

, -(7.7)Dry Ice Used on Grease Capand/or Anchorage 0 Yes .No /O/'aq/13 (7.8) Temp. of Concrete:

J -°F Thermometer No.: Re-Cal Date:Ambient Temp.: 69.5 -F Thermometer No.: Re-Cal Date: I/,/, J.(8.4) Anchorhead ID.: Anchorhead Verification:

j0 Match C1 No-Match(8.5) Grease Coating.Grease Cap- Complete.

Partial Uncoated

%Buttbnheads

-Complete Partial Uncoated

%,Anchorhead

-Complete Partial Unclated

%Shims -Complete Partial Uncoated

%Bearing Plate -i" Complete V/ Partial Uncoated

%-Limited within the inside diameter of the grease cap.(8.6) Unusual Conditions:

• /.. ..(8.7) Grease Color Match: 0i Yes W No Grease Color /1/. /Comments:

I L e rFA(8.8) Quantity of Samples 2, Quart Samples identified per Step 8.8.1? RYes: ri NoLocation of [0 A.H. C3 B.P., C1 Shims ,3Cap El DuctRemoval(8.9). Qty, of Grease lost during removal of cap: p gai(8.91) Grease from cap lo be reused? Li Yes ,No Cty. of Grease removed from cap: i4, Q gal.(9.6) Qty. of Grease removed from anchorage;

, _G gal.(9.7) Damage during.cap removal or anchorage cleaning?

Li Yes ,ANo Describe:

,(10.3) Method of. Tendon Protection:

r I.-,/d W 6-*, k.' -r(1.0.4) Amount of Grease Loss from Tendon. duct:(q. ?. / , -gal.(10.5) Total quantity of lost grease (below):(8;8) + (8.9) ' + ( {.9.D1) + (9.6) 5 + (10.4) 4t3. (7 I TOTAL(11.1z.2)

Document TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENTi mYesQC Reviewed:

I V. &4, a = _zz:ýILevel: J rDate:A9 zo 113 SO 6.0 TMI. 13 IStBTopical Report 213 Attachment 2 Page 297 of 1008 REP-1098-510 Appendix A, Page 257 of 348;C PROCEDURE SQ 6.1INSPECT FOR WATERData Sheet 6.109/03/13:Page 1 of IRevision 0IProject TMI 40TH YEAR TENDON SURVEILLANCE

[ UNIT 1(8.1) Tendon No.: .Tendon End: El, Shop 9 Field(9.5.1) DURING REMOVAL OF GREASE CAPWater Detected:

[I Yes I No Quantity: Sample Taken: U Yes 0] No C] N/AMoisture

==

Description:==

En Observable Moisture

[] Significant Moisture Not Applicable Comments:

A4/,e'.(9.6.1) INSIDE GREASE CAPWater Detected:

C) Yes [ No Quantity.

0 Sample Taken: [ Yes E] No t] N/AMoisture

==

Description:==

[I Observable Moisture

[] Significant Moisture

[ Not Applicable Comments:

dbivit(9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected:

El Yes [Z No Quantity:

o Sample Taken:E, 0 Yes C] No 0 N/AMoisture

==

Description:==

El Observable Moisture U Significant Moisture Not Applicable Comments:

,/o,,.(9.9.1) DURING DETENSIONING Water Detected:

E] Yes R] No Quantity:

O Sample Taken: 0 Yes E] No [] N/AMoisture

==

Description:==

El Observable Moisture El Significant Moisture I] Not Applicable Comments:

(11.1) NOTIFICATION N/,L-Exelon Notified:

El Yes Individual Name: Date:SAMPLE IDENTIFICATION AND STORAGE Al//p(12.2) Samples adequately identified:

El es(12.3) Samples stored at:QC Signoff:

, / Level: ir Date: o,6'-ZO15' QC Reviewed4:

/ A6..TM Level: L77- De , a14 SO 6A.1MI.113 is1Topical Report 213 Attachment 2 Page 298 of 1008 REP-1098-510 Appendix A, Page 258 of 348Project:

TMI 40W" YEAR TENDON SURVEILLANCE

, UNIT I(8.1) Tendon No.: -5cl Tendon End: EILLR. E Shop Field(9.5.1) DURING REMOVAL OF GREASE CAP.Water Detected:

El Yes ONo Quantity:

Sample Taken: El Yes C] No IM NIAMoisture

==

Description:==

C] Observable Moisture 0 Significant Moisture

, Not Applicable Comments:

(9.6.1) INSIDE GREASE CAPWater Detected:

0 Yes IXNo Quantity:

Sample Taken: El Yes [] No N N/AMoisture

==

Description:==

0l Observable Moisture I!J Significant Moisture RlNot Applicable Comments:.

A]/(9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected:

r1 Yes t3No Quantity:

Sample Taken: El Yes l No: N/AMoisture

==

Description:==

E- Observable Moisture dSignifcant Moisture Not Applicable Comments:

A1../ar(9.9.1) DURING DETENSIONING Water Detected:

El Yes JANo Quantity:

,I/A Sample Taken: EIlYes El No JM NIAMoisture

==

Description:==

C1 Observable Moisture C3 Significant Moisture l Not Applicable Comments:

..A(11. 1) NOTIFICATION

/~ /fExelon Notifi d: /d Yes Individual Name: Date:SAMPLE IDENTIFICATION AND STORAGE(12.2) Samples adequately identified:

es(12.3), Samples stored at:QC Signoff.

Level-F Date: &-3-/ZQC.Reviewed:

_ ._____,_,_______

Level: Jr- Date: 10, t314 SQ 6.1.TMI.13 151Topical Report 213 Attachment 2 Page 299 of 1008 REP-1098-510 Appendix A, Page 259 of 348N 1091 PSC:PROCEDURE SQ 7.1INSPECTION DOCUMENTATION DATA SHEET 7.109/03/13Page 1 of IRevision 0"IProject:

TMI -40e YEAR TENDON SURVEILLANCE Tendon No.: VIlSlTendon End/Buttress No..TOMAnchorage ID.:10 ?4 ,, Adaptor ID:X-2.EQUIPMENT MICROMETER WIRE SHIMSThread MIc ID Recal Date ID No. Recal Date ID No. Recal DateExt.E4;Pitch C- Z .(17 _______ -Ent. 2-7I-14 Gb ,,o~-ZI/:

Sei.-o Ext.Major ' ' ..Minor NMEASUREMENTS THREAD Wire Wire Shim Average,Thrad..

Read 3 d Gb h Average Constant Diameter Size Diameter,Ext. 1 1 7Minor (2) 2 Major 2 N/A N/Atnt. 1 NIA NA N/AMinor 2 N/A N/A NAInt. Go Gauge ID: NIA Recal Date: N/A Result: NWAPitch No-Go Gauge NIA Recal Date: N/A Result: NIAID:Ulotes:tly Extemal r,-1l Uldi r LU imlraJ -- kreI ',UlWItaLtj

-toitm ;Li(2) External Minor Diameter

[Average].

-[2.X Wire Diameter]

-[Shim Size]DISPOSITION I Trial 1 I Trial 2 Trial 3 Tral 4IAdaptor Mark. YIK-Min. Minor Diameter from Adaptor Table 1 I0 IAcceptable?

(Yes or No) eQC Signoff:QC Reviewed:

W1 gt, "IP 4A-1Level: -,T Date: /o -3"-Level: C Date: /0 -4/73Adaptor Mark= Min. Minor Diameter from Adaptor Table IAcceptable?

(Yes or No) !/,#_.5,'4tg/,-

/L).'kiJ17 SO 7.1 TMI.13 151Topical Report 213 Attachment 2 Page 300 of 1008 REP-1098-510 Appendix A, Page 260 of 348r N1091 PSC PROCEDURE SQ 8,0I ANCHORAGE INSPECTION.:

Data Sheet 8.0809/03113RECISION ANCE Page I of IRevision rProject:

TMI 2013 TENDON SURVEILLANCE UNIT 1:(7:3)Tendon.No.:

' S *Tendon End: "u"J.. .[ Shop' 'ANCHORAGE INSPECTION CRITERIAAs-Found C] Post De-Tensioning

/ Pre-Wire Removal [I Post Re-Tens!oning Q_0 & 1n0n -CflRROSION

& CRACK INSPECTION.

9 0 & 10 0 -CORROSION

& CRACK INSPECTION (9.2) Buttonheads Level: A (110.) Cracks .0 Yes 1) o [ N/A(9.2) Anchorhead Level- (10.1) Cracks .Yestzl i 0 N/A(9.2) Bushing Level: (10.1) Cracks El Yes1= ) [4o I N/A(9.2) Shims Level: (10.1) Cracks Cl Yes.(21 I El N/A(9.2) Bearing Plate Level: ,12 (10,1) Cracks [] Yes g21 '1o El N/AWt-Corrosion Level of C requires a NCR. I'l_ Compose a sketch of the cracks on Sketch Sheet 8.0 and initiate a NCR.11.0 -BUTTONHEAD INSPECTION Offslze (Malformed)

Protruding/unseated wire/buttonheads 0 .1 Broken/Missing wirelbuttonheads Previously identified as missing[01 Discontinuous

-removed thissurveillance

__--_ wire(s) being removed during thissurveillance for testingaOO0 00'\ t00000000i /ooooooooooo, 000000ooooo\

.00000000000000\

0 000000Q000(.-)0\0 00000000 000,000K00000100000.000 00.00 0000 000 000/0.00-000,0000000

\00000000&0000

\00D0000-00,000

/0000000ooooo0

\ \ O:O00 O 0 0 ©0 0 O-.000000>..

\ \ooooooo~oo/

\ \ooo~ooo~o~/

/',, \o ooo.oo/(11.2) Anchorhead I.D0.L; ('5Located on Sketch; IYes El NoBushing I.D. /0Located on Sketch::

0:Yes El No(11.4) Missing Buttonheads Found: 41El Yes [I No Quantity:

AdditionallInformation:

, k, b -.!- j5 7"'1'4,.It4.

2; , 1. ,r A I(12.2) Number of Protruding Buttonheads

(,): I (8.3) Illumnination source ________

r(12.3) Number of Missing Buttonheads(0.

9b: _(1124) Total of Protruding

+ Missing Buttonheads:

.(12.6) Continuity Test Requested?

C Yes ,fNo(12.5) Total # of Effective Buttonheads.

Seated: 1 0 Wires El No(12.7) Overall Results .Acceptable El Un-Acceplable Customer Notified NCR#: "0QC Reviewed:

Level: Date:* al ":J_.18 SQ 8.O;TMI.13.1Sl Topical Report 213 Attachment 2 Page 301 of 1008 REP-1 098-510 Appendix A, Page 261 of 348H1 PSC PROCEDURE SQ 8.0ANCHORAGE INSPECTION Data Sheet 8.0B09/03/113 Page I of 1 .Revision rProject:.

TMI 2013 TENDON SURVEILLANCE Cg UNIT1(7.3)Tendon No.: V,-. ,5,1?Tendon End; ', ShopANCHORAGE INSPECTION CRITERIAEi As-Found K Post De-Tensioning I Pre-Wire Removal:

C1 Post Re-Tensioning 9.0 & 10.0 -CORROSION

& CRACK INSPECTION (9.2) Buttonheads Level: Aj l (10-1) Cracks b":Yes",

El NIA(9.2) Anchorhead Level: (10.1) Cracks 0I Yes (2)Ot [] N/A(9.2) Bushing Level: J.LL (10.1) Cracks EL Y'es(2) 7X []:N/A(9.2) Shims Level: (10.1). Cracks El Yes (2) (M LI N/A(9.2) Bearing Plate Level-: j=j (10.1) )Cracks LI Yes IXN LI N/A-Corrosion Level of C requires a NCR. 21-Compose a sketch of the cracks on Sketch Sheet 8.0 and initiate a NCR.11.0 -BUrTONHEAQ INSPECTION l Offsize (Malformed)

Protrudingfunseated

.I ]wvire/buttonheads\

0 Broken/missing wire/buttonheads

____Previously identified as missing , 0OO0Oo "00Discontinuous

.removed this .. 0 0 0 0 0 0 0 0) 0 0 00surveillance 00000000.000o wire(s) being removed during this. 00 0 0 0 0 0a 0 0 00 0GO000000000000 (9 surveflKance for testing 0000000000000(11.2) Anchorhead

.O. 05 0000000000000O Located on Sketch: RYes lNo 00000.000o 0 000 0 /0x0000.0000000 BushingLD IA. 0 00000000b Located on Sketch: 0 Yes [I No \00000000 (11.4) Missing Buttonheads Found: sd/ \,EL Yes CI No Quantity:

-AAdditional Information:

&91*Aim;a(12.2) Number of Protruding Buttonheads (w):(12.3) Number of Missing Buttonheads (0, Kb:(12.4) Total of Protruding

+ Missing Buttonheads:

(12.5) Total # of Effective Buttonheads Seated:.0(8.3) Illumination source t(epc iI-dit(12.6). Conlinuity Test Requested?

LI Yes tf NoWir, .Idenlified?VAL es C1 No(12.7) Overall Results V Acceptable LI Un-Acceptable Customer Notified NCR#-QC Reviewed:

.(ýý /,a /&z -ILevel:Dale:18 SQ 8O.TMI.13 IS)Topical Report 213 Attachment 2 Page 302 of 1008 REP-1 098-510 Appendix A, Page 262 of 348Project, TMI 2013 TENDON SURVEILLANCE

=UNITI(7,3)Tendon No.: V_Is. Tendon End: ..ShopANCHORAGE INSPECTION CRITERIA.

E] As-Found El Post De-Tensioning I Pre-Wire Removal j Post Re-Tensioning Q.C. SignoffA90 & 10.0 -CORROSION

& CRACK INSPECTION (9.2) Buttonheads Level: A.J1 (10.1) Cracks [I Yes (2) Ido [I N/A(9.2) Anchorhead Level: A (10.1) Cracks -l Yes(2) rb [I N/A(9.2) Bushing Level: (10.1) Cracks: E Yes12=) a o-io El N/A(9.2) Shims Level: (10.1). Cracks El Yest [2' V d N/A(9.2) Beating Plate Level: (10.1) Cracks. yes.N)ON/A 2 0/O1 0N/1 -Corrosion Level of C requires a NCR. (2)- Compose a sketch of the cracks on Sketch Sheet 8.0 and initiate a NCR..'tin -Rtir'rflwI4PAn IN~PFCTlfltJ Offsize (Malformed)

Protruding/unseated wire/buttonheads 0 Broken/missing wire/buttonheads Previously identified as missingDiscontinuous

-removed thissurveillance wire(s) being removed during thissurveillance for testing.D )0 0 b00000.0000000.000 1000000000000 0000000000000 000q000000000008')

(0,)0000000 000000DO00000000

~000000!.0 0 0 00 0/(11.2) Anchorhead 1.D., 4Ll%Located on Sketch: 0 Yes [I NoBushing I.DO 1_8__ _....Located on Sketch: 91 Yes El No(11.4) Missing Buttonheads Found:ElYes 0lNo Quantity:

Additional Information:

,%(444* t/.-A/471 .1 I j I I(12:2) Number of Protruding Buttonheads (w): O (8.3) Illumination source a o_ _(12.3) Number of Missing Buttonheads (0, _): _(12.4) Total of Protruding

+ Missing.

Buttonheads:

J (12:6) Continuity Test Requested

? El Yes O No(12.5) Total # of Effective Buttonheads Seated: (LA._ Wires tdentified?!

jYes 0 No(12:7) Overall Results jOAcceptable Cl Un-Acceptable Customer Notified NCR#:QC Reviewed:

Level'Date:I18. SO 8.0.TMI.13 ISI.Topical Report 213 Attachment 2 Page 303 of 1008 REP-1098-510 Appendix A, Page 263 of 348N1091 PSC PROCEDURE SQ 8.0ANCHORAGE INSPECTION Data Sheet 8.0A09/03113:

Page I of 1:,Revision 0Ii .1. iiii ii i ii ,, ... ..Project:

TMI 2013 TENDON SURVEILLANCE C9UNIT 1(7.3)Tendon No.: -Tendon End: CA , I YFieldANCHORAGE INSPECTION.

CRITERIA

_... ....Qq As-Found 0 Post De-Tensioning I Pre-Wire Removal C3 Post Re-Tensioning Q.C. Signoff9.0 & 10.0 -CORROSION

& CRACK INSPECTION (9.2) Buttonheada Level: (10.1) Cracks [I Yes (,1 No 0I N/A(9.2) Anchorhead Level: (10.1) Cracks [I Yes (2.) 1A No 0. NIA(9.2) Shims Level: ' (10.1) Cracks 0 Yes 1 2 No [I NIA(9.2) Bearing Plate Level:l (10.1) Cracks C] Yes () JNo [NIA -A37(- Corroslon Level of C requires a NCR. t21 Compose a sketch of the cracks on Sketch Sheet 8.0 and initiate a NCR.11.0 -BUTTONHEAO INSPECTION I Offsize (Malformed)

Protruding/unseated F 1wire/buttonheads 0 Broken/missing wire/buttonheads 00000000 Previously Identified as missing 000 0 0 000000000000000

-Discontinuous

-removed this / 000000000000 surveillance.

QI000-00000000 w0re(s) removed during this 00000000000000 81 surveillance for testing 0000000000000

.........

000000000000.0.

0000000000000 (11,2) Anchorheadi.D..

b.q 0.00000o000 00000.... t O0O000000 0000Located on Sketch: ,&Yes [I No 000000000000 (11.4) Missing Buttonheads Found: a00000000000 0 Yes [I No Quantity:-

.A 00.0000:0 Additional Information:

/____ ___"__-_----____0-3" I(12.2) Number of Protruding Buttonheads (w): 4. (8.3) Illumination source O,. r- ýt ! F't .ri"(12.3) Number of Missing Buttonheads (0, 5~ :(12.4). Total of Protruding

+ Missing Buttonheads:

(12.6) Continuity Test Requested?

C] Yes ONo.(12.5)I Total # of Effective Buttonheads Seated: Jjp3 Wires Identified?/AYes C3 No(12.7) Overall Results ,Acceptable E) Un-Acceptable Customer Notified NCR#: C IQ0 Reviewed:

j/ # , Level:..

Date:0I8 SQ 8.0,TMI.

13 ISITopical Report 213 Attachment 2 Page 304 of 10084ý.

REP-1 098-510 Appendix A, Page 264 of 348N1091 PSC PROCEDURE SQ 8.0ANCHORAGE INSPECTION Data Sheet 8.0AI 09/03/13 ANCE Page 1 of 1Revision 0Project:

TMI 2013 TENDON SURVEILLANCE

.UNIT 1(7.3)Tendon No.: t .Tendon End:

" FieldANCHORAGE; INSPECTION

CRITERIA, 0 As-Found C&. Post De-Tensioning I Pre-Wire Removal.

C Post Re-Tensioning QZC. Signoff9.0 & 10.0 -CORROSION

& CRACK INSPECTION (9.2) Buttonheads Level: (10.1). Cracks [ Yes!= 4No 0- N/A(9.2) Anchorhead Level:. (1.0.1) Cracks El Yes (2) j4No 0 NIA(9.2) Shims Level: (10.1) Cracks E0 Yes (2) l No [3 N/A(9.2) Bearing Plate Level: (10.1) Cracks C Yes (A1 No El NIA(1). Corrosion Level of C requires a NCR: (2)Compose a sketch of the cracks on Sketch Sheet 8.0 and initiate a NCR...........

I-RUTTONHEAD INSPECTION Offsize (Malformed)

Protrudingiunseated W wire/buttonheads 0Broken!missing WireioUttonheads Previously Identified as missing-removed thisC-0.00000000000000000000000000

0.0 0000000000

)00000000,0oo000 0000000000000 0000000000.0:00 000000000000 0O0000000000.

0000000000000 000.000000000 00000000000 000000000,000000(11.2) Anchorhead I.D, L0 t/4Located on Sketch: [0 Yes C] No(11.4) Missing Buttonheads Found://I C1 Yes C[ No Quantity:

/Additional Information: .wa, -A.ek k4..'N .7/-/,.A/0 Qldqýt IA!(12.2) Number of Protruding Bultonheads (m,): (8.3) Illumination source ,l-yj .(12.3)Number

.of Missing Buttonheads (0:, B:(12.4) Total of Protruding

+ Missing (12,6) Continuity Test Requested?

0 Yes C3 No:(12.5). Total # of Effective Buttonheads.Seated:

Wires Identified?

[]eesAN.

.o('12.7).Overall Results PtAcceptable

0) Un-Acceptable Customer Notified NCRA: /V 1QC Reviewed:

-A/. Y 4a-Level:Date:i/- Z15318 SQ 8,01*MI:

13 ISITopical Report 213 Attachment 2 Page 305 of 1008 REP-1098-510 Appendix A, Page 265 of 348N 1891 PSC PROCEDURE SO 8.0ANCHORAGE INSPECTION

.Data Shoot 6.0A09/03/13PRECISION LANCE Page I of TRevision 0.Project:

TMI 2013 TENDON SURVEILLANCE (UNIT 1(7.3)Tendon No.: \JX. .,

End: .FieldANCHORAGE INSPECTION CRITERIA

..... ...0i As-Found

[1i Post Do-Tensioning

/ Pre-Wire Removal ( Post Re-Tensioning Q.C. Signoff9.0 & 10.0 -CORROSION.&

CRACK INSPECTION (9.2) Buttonheads Level: (10.1) Cracks El Yes 2) No [ N/A(9.2) Anchorhead Level.: (10.1) Cracks []Yes [ No Li N/A(9.2) Shims Leve:' A (10.1) Cracks *Cyes:'1 fNo rI N/A(9.2) Bearing Plate Level: l (10.1) Cracks 0 Yes [ laNo [I N/A ( Ltill.Corroslin Level of C requires a iCR. t21Compose a sketch of the cracks on Sketch Sheet8.0 and initiate a NCR..11. 0 -BUTTONHEAD INSPECTION 0 Offsize (Malformed)

,-Protruding/unseated L ]wirelbuttonheads 0 Broken/missing wire/buttonheads 0 0*, Previously identified as missing 0 0 00 0 000-0000.o0000bb V F___ Discontinuous

-removed this. 00000000000,

[V'7OK7".'"1' surveillance.

0000000000 O /wire(s)*removed during this 0 000.0 00 0 00 0 00 0surveillance for testing ....OO(0000000000000'O.C 0000D0000000:0.

00000000000000 (11.2)Anchorheadl.O.

3OOOOO OOooooooooo o0oLocated on Sketch: M Yes 0 No 0 0 0 0 0 0 0 0 0 0 000(11.4) Missing Buttonheads Found: 00 0 0 0 0 DLYes LNo Quanlity:

VA 00000000000"00000D Additional Information:

(12.2) Number of Protruding Buttonheads (w): (8.3) Illumination source(12.3) Number of Missing Buttonheads(0,

(12.4) Total of Protruding

+ Missing Buttonheads:

\ (12.6) Continuity Test Requested?

[I Yes Li No(12.5) Total # of Effective Butlonheads Seated: Wires Identified?

LI Yes No(12.7) Overall Results RAcceptable C] Un-Acceptable Customer Notfied NCRt: 10- -oC Reviewed:

Leve: Date:18 SQ 8.0.TMI.13 ISITopical Report 213 Attachment 2 Page 306 of 1008 REP-1098-510 Appendix A, Page 266 of 348Project:

TMV2013 TENDON SURVEILLANCE UNIT 1Tendon No,: Tendon End:': .fjnp. C] Field(7.4) Bearing Plate Identification

1. tA,(A-6 4&' 1i0CAd1. Orient the bearing plate with the sketch below.2. Locate the bearing plate identification and document.

the location on the sketch..3. Sketch all cracks, Including other defects, existingon the concrete In the area surrounding the tendon anchorage for a distance of24.inches from the edge of the bearing plate..4. For cracks equal to or wider than 0.010 inches, document condition on an Nonconformance Report in accordance with:Procedure QA 9.0, NONCONFORMANCES, for Exelon aetroval; On Hoop and dome this edge isup.Vertical Tendon, this is toward thecenter of the containment.

toj~tsC~~k faL (OtA54L &'P. 4he.. e)(4 .i 4WA..Me,-' V;Ab. CrAckS.E&powL ge~qr;.. £s .Auxiliary Light Source used: C Yes[XNo,(7.3) Illumination source:,

CC",,;Ol(7.5) Cracksa 0.010' 17 Yes No Quantity:

_ Max. Width: Max:Length:

NCRK :QC Insp~ector:

j Level: Date:jC Reviewed:

(i/A (" P j -Level: 7 Date: / qJJ1"lg SO 8.3 TMI.13 ISI,Topical Report 213 Attachment 2 Page 307 of 1008 REP-1098-510 Appendix A, Page 267 of 348N1091 PSC PROCEDURE SQ 8.3BEARING PLATE INSPECTION

.DATA SHEET SQ 8.309/03/13Page I of 1RevIsion 0IProject:

TMI 2013 TENDON SURVEILLANCE

" UNIT 1Tendon No.: V/ (¢J\ Tendon End: C- -F 0"Shop ( Field(7.4) Bearing Plate Identification

1. ..L1- 7Z. Ot A,7T'TI. Orient the bearing plate with the sketch below.2. Locate the bearing plate identification and document the location on the sketch;3. Sketch all cracks including other defects, existing on the concrete In the area surrounding the tendon anchorage for a distance of24 inches from the edge of the bearing plate..4. For cracks equal to or wider than 0.010 inches, document condition on an Nonconformnance Report in accordance withProcedure QA 9.0, NONCONFORMANCES, for Exelon approval.

On Hoop and dome this edge is $. -\ * "---....

Kup.. .. .. sVertical Tendon. this Is toward thecenter of the containment.

Auxiliary Light Source used: 1. Yes[] No(7.3) Illumination source:(7.5) Cracks a 0.010" E)Yes jKNo Quantity:,AJ/

Max. Width:t " Max Length: NCR#,QC Inspector:

Level:. ,zz/" Date:.XCReviewed9.

S Level: Date:T 319 SQ 8.3 TMI.l13 ISI0Topical Report 213 Attachment 2 Page 308 of 1008 REP-1098-510 Appendix A, Page 268 of 348Project:

T1i 40Tm YEAR TENDONSURVEILLANCE 19 Unit 1(7.6)Tendon No.:. V-/ ... Tendon End: .IgShop : FieldLIFT-OFF INSPECTION CRITERIA:

Q.C. *(9.3) Temp. of Concrete:

19 -. Thermometer No.: ST'-1Z0.

Recal Date: l0 ,-.-.l"3*

AmbientTemp.:

-If F ThermometerNo.:

PKg .64 Recat Date:.______________

(9;4) Anchorhead andStressing Adapter Threads:

[] Acceptable El Unacceptable (9.5) Number of Effective Wires: .....___9__.(96). Anchorhead and.Stressing Adapter Engagement/Alignment:

^2 Acceptable 0l Unacceptable (9.7) RAM ID: q4W .Recal Date: end ofjob RAM Area: 231..14-1 K= -, Z4.Gauge ID: q Recal Date: Daily Check: ..,(9,8) Shim Stack Height: *#1 in. #2 .4,7 in. Ruler ID:. Recal Date:Individual Shims: Stack #1: 4 4 42.I'/, in. Stack #2: 44 1q.2., .A[ in,(9.9)Lift-0ff Overstress Force (LOSF): .j.j kips Pressure: 67,,7, psik(9.0) PF:jf.4 ips 95%P: 90%PF: /o.01 kipsp. Psi: .444.1.6e) psi,(9.11.5)

AsaFound Lift-Off (9.11.13)

Circled Valuesstack#1:

1> 414t psi Stack#2-

1) psi2) 4146 psi 2) q'%0 psi 2) .....29.o ps .i-3) £jiaV psi 3) I 0 psiP5 3) 01~30 psi(19.11.13)

End Average Force (this end).: l1-455 kip\,,,/

Average:

psi(9.11.14)

End Avg. Force (other end):. q kips (91 1.15) Average Liftoff (ALV) jj:1j "kips(9.1 1.16) Liftoff (ALV) Acceplance Criteria:.

a) MAdceptable ALV is 2 95% PF.b) El Adjacent Tendons to be stressed

-ALVis < 95%PF but!> 90%PF. Document on a NCR.c) [] Unacceptable

-ALV is .< 90%PF. Document on a NCR. ,NCR Required.

"- Yes (M No Customer Notified NCR No.:. A(9.11 ..17) Adiacent Tendon Lift-Offs (Note: Use a separate.Data Sheet. 9.0 to document Liftoff fores)Adi Tendon:.

_' Acceptable

-ALV s 95% of.PF, The original scope tendon SHALL bea) This Tendon: restored to within -01+60 %of PF, but in nol case, no greater than 0,.70 GU sLAd Tendon: determined for the number of effective wires.EXELON Notified' El Yes El.No NamelDate:

_ __ __'___b) Adi Tendon: [-E Unacceptable-ALV < 95% of PF for either tendon. Document the condition b).- Adj Tendon: on a NCR.n" DdTonCustomer Notified NCR No.: .,)-Adj Tendon; El Unacceptable-ALV<.,90%

of PF for either tendon. Document the condition c) l-cAdj Tendon: a____ n a NCR.Customer Notified NCR No.: _ _ _ _ _ a/. 13QC. Reviewed Level.-.

Date:.21 SQ9.0 TMI.13.ISla Topical Report 213 Attachment 2 Page 309 of 1008 REP-1 098-510 Appendix A, Page 269 of 348N1091 PSC PROCEDURE SQ10.2TEST WIRE REMOVALData Sheet 10.2P S,, 09103/13PRECISION ANCE. Page 1 of IRevision 0Project:

TMI 40T" YEAR TENDON SURVEILLANCE

[ UNIT 1Tendon No.: V, 1.5q Tendon End: 7 ,- Shop 0 FieldRemoval Date: Inspection Date: gL) 3 -.WIRE REMOVAL INSPECTION CORROSION INSPECTION

(& LENGTH INTERVALS (8.5.4.1.1)

Document the Corrosion Category for each 10' of wire in the increments below. Use Categodes described in PSCSQ 8.0.For Corrosion Level C document condition on an NCR. NCR Req'd: (ZNO [] YES NCR#(8.5.4.3.1)

Document the total length of the wire on the diagram below. Completed:

Li NO (Z YES~ Buttonhead EndZ.- WV N V. ..V .V V .V ..( .r ..W.V .w ..V .WVV .t V V .....U ..7 ..U.. V W WV.1* 001 ( o O i' 10' 20' 30'30' 40' 50' 60'60' 70' 80' 90'qb 10' 40ir IM, o( Zlbb 110 120'.., AA.*..........

.u .. .. -,.,,,,,

a............

£ X...... .a.......

.... ~ ,,,SL.....

A,,,.120' 130' 140' 150'150' 160' 170' .4$,p/E.

3 /'t't.://'

1R.19' , 200' 210'-r-,~~......

---

,210' 220' 230' 240'240' 250' 260' 270'270' 280' 290' 300'300' 310' 320' 330'Cut End(8.524.62)

Was the wire cut for samples:

C1 NO .YES document the area of removal above using symbol X.(8.7) Document the location of wire removed on Data Sheet* 8.0, ANCHORAGE INSPECTION:

' Completed (8.8) Measuring Device: ,¶j/,I d_-.. ID Number: R. , Recal Date: J, _1q(8.8) Wire Pull Ram ID Number ,V/A.Inspector:

Level: Date: ./ 2e9" )QCileviewed Level: Date:25 SQ 10.2 TMI.13 ISITopical Report 213 Attachment 2 Page 310 of 1008 Project:

TMI 40Th YEAR TENDON SURVEILLANCE

' Unit 1: .Unit 2(9.3)Tendon No.: i/-i59 Tendon End: .._. ____. __ jShop C Field(9.4) Temp. of Concrete:

OF Thermometer No.- Sr IO.?-" RecalDate:

-621-13Ambient Temp.:. F ThermometerNo,:

PK- b64 Recal Date: ie'-i5(9:5) :Anchorhead and Stressing Adapter Threads: Acceptable El Unacceptable

,_ _RETENSIONING DOCUMENTATION.

QC Signoffs(9.6) Number of Effective Wires: _ _ __,_,_(from Data Sht.,8.0)

(9.7) Anchorhead and Stre sing Adapter Engagement/Alignment: Acceptable El Unacceptable (9.7.3) RAM iD: Recat Date: 4A-RAMArea:

.23I, 41'n ' -K).h9Gauge ID: C Recal Date: h Daily Check: , 3Calculated Force for Elongation Measurement and Retensioning using formula belowNOTE: Stress during Lift-Off should not exceed 9.425 kips per effective wire or 1592 kips for a 169 wire tendon.(9.8.4) PTF.= 207 kips Pressure:

AI, psiStep It job. kips. Pressure:.

344./ psi Elongation:

'in.Step 2 120 kips Pressure:

5 psi Elongation: iZ in;LOFz / .31 kipsOSF= _14&.4 kipsPressure:

/-'W 6OPsiPressure:

15j ,.'1 psiIjive B_Elongation:

J;Z... in.P =(F-K) x1000AKey: F.= Force (kips)A = Ram Area (in)P = Gauge Pressure (psi)K = Constant factor (kips)(CAUM *`K7 constants can be eitherpositive or negative.)

/de; 4~yot 6 F&' Y6P _IjiAi 4A~d/&idIe- A'W S4 o~f '/z!~uh~

j~ 3-q~)-t2l n4 4ekp exd,(A~eL) ~A ~ I %h~r-i /~- 4-1' 4k/-I~~ ///o0(~AIVCV e-xiQC Reviewed:

(U/- ze za"4,ýLevel: .Date: p VI28 SQ 11ý0 TMII 3 ISIdocTopical Report 213 Attachment 2 Page 311 of 1008 REP-1 098-510 Appendix A, Page 271 of 348Ni 091 PSC PROCEDURE SQ 11.0RETENSION TENDONS.DATA SHEET SQ 11.009103113Page 2 of 2Revision r -Project:

TMI 40 T YEAR TENDON SURVEILLANCE 1 Unit I 0 Unit2(9.3)Tendon k/15 Teendon End: ______ 50 Shop C) FieldActual Observed Force and Elongation Measurements using formula below Q DC Signoffrs (9.9.4.1)

PTF= 2,0,1j kips Pressure:,

Is(o psi (D Elongation:

i(9.9.5.1)

Step 1: I t,/0 kips, Pressure:

3 4,56 psi Elongation:

im(9.9.6,!)

Step 2 1,J00',0 kips. Pressure:

..p psi Elongation:ij.

(9.917.1)

OSF = ..I , kips Pressure:

( i O psi 0D Elongation-

/ , -/ Ax PF = A +K1000(.9... ) j .in. Elongation Value (this end)(9.9.9) l in._ Elongation Value (opposite end)(9.9,10)

/,3 in. TOTAL Tendon Elongation Value(9.9.12.1)

Elongation O 4j 4,4&% RulerID:

j? .4 RecalDate:

1(-9,,13(99,12.3)

Elongation Results JS Acceptable C] Unacceptable Customer Notified NCR No N ..Options Original Lift-off Values from Data Sheet SQ 9.0A Lift-off

< Predicted Force 2 Use Predicted Force 0 + 6%a Lift-off

> Predicted Force Use Lift-off

-0 + 6%C Lift-off

> 67% GUTS C) Use 70% + 0 -3% GUTS (effective wires)D Lift-off

> 70%1 GUTS C1 Use 70% + 0 -3% GUTS (effective wires)(9.10.5)

LOF Acceptable Range Min MaxAs found lift-offlor predicted (highest):

115 kips. IgS, Sj kipsFrom: 4 q .psi Toe psi 2, -.3.J3(910,) Actual Lift-Off (9.10.8)

Circled ValuesStack #1: 1) 6'2y)psi Stack #2: 1psv 1) 5I2YJ Psi2) ps~i ps 2) 5,?_O psi3) 15 Z 2p si 3 ~ 3)si~ s(9.10.8)

Force .(this end): kips Actual Average:

57zX,> psi(9.10.9)

Force (opposite end): .ý4 kips (9.10.10)Tendon ALV Farce 1.29_1,.-3 kips(9.10.11)

ALV Acceptable:

0 Yes C) No Customer Notified NCR No.:(9. 10. 15) Additional broken/missing wires:' gNo U) Yes Amount: ,,.-(9.10.16)

Additional Protruding/Unseated wires: ,qNo El Yes Amount: ,,If. Yes- Customer Notified NCR No.:(9.10.17)

Final ShimStackL Height: #1 ,in. #2:.. Dtn:,,,C/ Reviwed Leel -I Dae /0 ....ag,,,--28 SOQ 1,0 TMI.13 iSl.doc WTopical Report 213 Attachment 2 Page 312 of 1008 REP-1 098-510 Appendix A, Page 272 of 348IN1091. PSO PROCEDURE SQ 12.0IREPLACE GREASE CAPData Sheet 12.0< PORECI ANCE 09103/13Page. 1 of1Revision 0Project:

TMI 40P YEAR TENDON SURVEILLANCE Tendon No.: Tendon End: 7 Shop El FieldANCHORAGE INSPECTION CRITERIABEARING PLATE SURFACE PROPERLY PREPARED:

GREASE CAP SURFACE PROPERLY PREPARED:

GASKET MATING SURFACE PROPERLY PREPARED:

STUD/BOLT HOLES PROPERLY PREPARED:

FOREIGN MATERIAL EXCLUSION CONTROLLED;[ NOEl NOC3 NOC- NO[I-NOCOMMENTS A wt-CREW FOREMAN SIGNOFF h/., -. Date: 31QC Reviewed:

Level: Date: /IV , tf-/3w 30 SQ 12.0 TMI.13 IS)W30 SO 12,0 TMI,13 IS)Topical Report 213 Attachment 2 Page 313 of 1008 REP-1098-510 Appendix A, Page 273 of 348N1091 PSC PROCEDURE SQ 12.0REPLACE GREASE CAPData Sheet 12.0.* 09/03113PRECISION ANCE Page l of 1Revision 0Project:

TMI 40TH YEARTENDON SURVEILLANCE Tendon No.: -Tendon End: V-Jk ) l- Shop FieldANCHORAGE INSPECTION CRITERIABEARING PLATE SURFACE PROPERLY PREPARED: El NOGREASE CAP SURFACE PROPERLY PREPARED:

.YES .3 NOGASKET MATING SURFACE PROPERLY PREPARED:

['YES El NOSTUDIBOLT HOLES PROPERLY PREPARED:.

YES. El NO:FOREIGN MATERIAL EXCLUSION CONTROLLED:

[2 YES El NOCOMMENTS ACREW FOREMAN SIGNOFF _______ _______ Date: La'.lJ-'QC Reviewed:

14Z 49.L# Level: Date:/_-______

30 SQ 12.0 TMI.13 ISITopical Report 213 Attachment 2 Page 314 of 1008 REP-1 098-510 Appendix A, Page 274 of 348Project:

TMIA40m YEAR TENDON SURVEILLANCE Tendon No.:GREASE REPLACEMENT QC SIGNOFFS(8.4) Grease Used N NEWý OLD- TEST DATE: 0 ACCEPTABLE F'APPROVAL LETTER8.0 PREREQUISITES' DATED:.(8.5) Total Grease Loss from Data Sheet 6.0 for 1. A-L *tendon end:. 11.q 0" gal. ....(8.8) Total Grease Loss from. Data Sheet 6.0 for TO tendon end:. -g /0-3-3(8.7) Estimated grease losses from leaks for t, 'ty tendon end: jai.(8.8) Estimated grease losses from leaks for tendon end:gl,1(8.9) TOTAL Tendon Grease Loss: "w. gal.12.0 INITIAL PRESSURE PUMPING(12.0) Ambient Temp.: "97 oF Thermometer ID: .KA Recal Date: ,(12.7) Grease Temp.:- 220 F Thermometer ID: J K. Recal 0ate-. fl(12.9) !a Grease. Height (a) 'S in. (12.14) FEn4 Grease Height (b) i , in.(12.16) Total amount of Grease Pumped7 77 gal. ta-b)xi.?7.

into the _,________,__

end(12.18) Quantity:of Waste Grease: , 0 gal: (12.17) Was Exit Achieved?

EYeS O-NO.1.12.19)

Total Grease 89 edthis-end: 7:t gal;. Ifno, Pressure Hetd for A*,.g/ psigfifziAL_1

-ITO-"ND PUMPING -SECOND END(If necessary)

(1316) Ambient e .5F Thermometer I: _ Recal Date:(13.7) Grease Temp.: .F__mometer I: Recal Date:(13.9) Initial Grease Height (a) in. .12) Grease Height (b) in.(13.14) Total amount of Grease added* A, .(ab) x 1,77th end(13.18) Quantity of Waste Grease: / al. (13,15) I-IPoured.

0 Han d(13.17) Total Grease Replaced this end' If gal. _i14.0 CALCULATION OF PRESSURE PUMPING.. .... .... ...... .....(14.1) Total Tendon Grease Replaced::

777.1 .gal. (12.19 + 13.1)(14.2) NetTendon Duct GreaseVolume.:

R oq gat. 'SO 2.2 -,"I- SEwwovEs,

& Is Ten. MRcOu VoTotal Tendon Replaced (14.1)- Total Tendon Loss (8.9)(.14.3) Percent WJIlerer(14.4) Grease Leaks:(14.5) Refill Acceptabl inn =. Of. £N- 0/. 1liff-r,,.,.

Nat.Tendon Duct Grease Volume (142) -' .0 Yes Noe: X Yes 0ess than ioýj) 0 No (gfeaterthan 10r%If'No -Customer Notified NCR No.: A~~eei~(14.6) Comments:

7).Ma Q C Reviewed:

! ..Level: Date:.i31 SO. 12.1 TMI. 13 ISITopical Report 213 Attachment 2 Page 315 of 1008 REP-1098-510 Appendix A, Page 275 of 348Project:

TMi 40TH YEAR TENDON SURVEILLANCE JR UNIT!*(7.3) Tendon No.; Tendon End: ,krs ,b : Shop -FieldGrease Cap Removal(7.6) Date Removal Started:

10. -1, 0 -201 (7.7) Dry Ice Used on Grease Cap and/or Anchorage 0l Yes CO No(7.8) Temp. of Concrete:

4 1 7F Thermometer No.: 102- Re-Cal Date: t10 1- I"AmbientTemp.:

Oe 0F Thermometer No.: 'a. t Re-Cal Date:(8.4) Anchorhead I.D.: i/bi Anchorhead Verification:

(K Match 0 No-Match(8.5): Grease CoatingGrease Cap -Complete Partial Uncoated

%Buttonheads

-Complete

/j Partial Uncoated

%Anchorhead

-Complete 4- Partial Uncoated

%Shims -Complete Partial Uncoated

%Bearing Plate -Complete

=/ Partial Uncoated

%(1)- Limited within the inside diameter of the grease cap.(8.6) Unusual Conditions:.

(8.7) Grease Color Match: KYes 0 No Grease Color. )/LtJ,Comments:

Alo,/-o(8.8) Quantity of Samples 2. Quart Samples identified per Step 8.8.1? 0 Yes El NoLocation of 91 A.H. E B.P. 0 Shims lRCap L3 DuctRemovalI(8.9) Qty. of Grease lost during removal of cap: , gal.(8.9.1) Grease from cap to be reused? [] Yes J No Qty. of Grease removed from cap: " (9.6) Qty. of Grease removed from anchorage:

1.0 gal.(9.7) Damage during cap removal or anchorage cleaning?

[I Yes Co No Describe:

,10Ae,(10.3) Method of Tendon Protection:

JAPIIA.AA 111 J 4 1W kL A 9*,e CA ( ,A ew 4AA 6A .(10.4) Amount of Grease Loss from Tendon duct:gal,(10.5) Total quantity of lost grease (below):

+ (8.9.i) 6..£'+(9.6)1L.0

• (10.4) .& = _____. TOTAL(11.1.2)

Document TOTAL grease lost on Data Sheet 12,1, GREASEREPLACEMENT.

&YesQC Reviewed:.

0Llqlý,ýLevel: .:Date:y ///I.013 SO 6.0 TrMl.13 ISITopical Report 213 Attachment 2 Page 316 of 1008 REP-1 098-510 Appendix A, Page 276 of 348Ni09l PSC PROCEDURE SQ 6.0GREASE CAP REMOVALData.S~heet 8.009103113I. eN ACPagel'of IR SNCRevision (1,Project:

TMI 40T YEAR TENDON SURVEILLANCE.

QUNIT 1(7.3) Tendon No.: 1z/'6'-3'/

Tendon End: Al4 4l -'Shop l]JFieldGrease Cap Removal(7.6) Date Removal Started:

/6 -20 21 !5 Q.C. Signoff(7.7) Dry Ice Used on Grease Cap and/or Anchorage.

0 Yes t9 No(7.8) Temp, of Concrete:

O, F Thermometer No.: 167 Re-Cal Date: -n .' 75Ambient Temp,: OF Thermometer No.: Re-Cal Date: .-(8.4),AnchorheadI.D.:

FY36 01.3t) Anchorhead Verification:

O.Match, 0 No-Match, (8.5) Grease CoatingGrease:Cap

-- Complete Partial Uncoated

%Buttonheads-Complete Partial _Uncoated

%Anchorhead

-Complete Partial Uncoated

%Shims -Complete Partial Uncoated

%Beadrng Plate -:0) Complete Partial Uncoated

.. % , .,SLimited within the inside diemeter of the grease cap.(8.6) Unusual Conditions:

A,/o te-(8.7) 4Yes CJ No Grease Color.Comments:

AhA.(8.8),Quantity of Samples -.Quart Samples identified:per Step 8,8.17 0 Yes [I NoLocation of 12A.H. 0l B.P. IZ.Shims Q Cap O DuctRemoval 413(8.9) Qty. of Grease lost during removal of cap: ,.r'gal*(8.9.1) Grease from cap to be reused? 0Yes [0No Qty. of Grease removed from cap: 4 p gal., .4(9.6) Qty. of Grease removed from anchorage:

p, gal.(9.7) Damage during capremoval or anchorage cleaning?

E0 Yes 14 No Describe:

gee i0; -a(10.3) Method of Tendon Protection:

14A Aco s u lA tu) Q1VR(10.4) Amount of Grease Loss from Tendon duct: gal 4(10.5) Total quantity of lost grease (below):(8.8) t2 .* (8.9) * (8:9.1) .+ (9.8) + (10.4) .-0 = ._ TOTAL Iv..,(11 12) Document TOTAL grease lost on Data Sheet 12.1, GREASE. REPLACEMENT gi Yes: C1 No JR. ,'QC Reviewed:

£5, Level: bate:,13 SQ 6.0 TMI.13 ISITopical Report 213 Attachment 2 Page 317 of 1008 REP-1098-510 Appendix A, Page 277 of 348N1091 PSC PROCEDURE SQ.6.1INSPECT FOR WATER:Data Sheet 6.109103113Page 1 of IRevision 0Water Detected:

L i Yes!N Qun ity: i i apeTkn iYs E o~Project:u TMI40Tio YEAR TENDON SURVEIsLLANCE S UNIT(8.C) Tendon Not: 14/O/ 14 Tendon LShop C] Field(9.51) DURING REMOVAL OF GREASE CAPWater Detected:

CL Yes V&No Quantity:

) Sample Taken: El Yes [I No Z) N/AMoisture

==

Description:==

C] Observable Moisture

[I Significant Moisture Applicable Comments:

Alo ...(9.6.1) INSIDE GREASE CAPWater Detected:

0i Yes Quantity:

L) Sample Taken: -i Yes Li No NIAMoisture

==

Description:==

C1 Observable Moisture Li Significant Moisture Not Applicable Comments:

(9,7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected:

.[] Yes WNoo Quantity:

...._. __Sample Taken: 0l Yes Li No [i N/AMoisture

==

Description:==

Li Observable Moisture ni Significant Moisture i Not Applicable Comments: t9.9. 1) DURING DETENS1IONING Water Detected:

n- Yes 06 No Quantity:

Sample Taken: []Yes. F1 No E] N/AMoisture Description;

-] Observable.

Moisture*

-Significant Moisture El Not Applicable Comments:

(11.1) NOTIFICATION Exelon Notiledi El Yes Individual Name: Date:SAMPLE IDENTIFICATION AND STORAGE 4/A(12.2) Samples adequately identified:

Li Yes(12.3) Samples stored at:QCeSignoff:

I .-L. ..Level: 0 Date: ,O12. 3QO Reviewed:______________

Level: tt Date:_____

14 SO 6.I.TM1.13 ISITopical Report 213 Attachment 2 Page 318 of 1008 REP-1098-510 Appendix A, Page 278 of 348PRECISI~

N, ANGEN1091 PSC PROCEDURE SQ 6.1INSPECT FOR WATERData Sheet 6,109103113Page 1 of 1Revision 0,vProject:

TMI 40rH YEAR TENDON SURVEILLANCE

[ UNIT 1(8.1) Tendon No.: 14 W,- 3L4 Tendon End: ' l Shop C4 Field(9.5.1),DURING REMOVAL.OF GREASE CAPWater Detected:.

C] Yes [ No Quantity:

O Sample Taken: El Yes C1 No f9 NIAMoistureDescrption:

[I Observable Moisture ElSignificant Moisture

'J Not Applicable Comments:

WoIU-e-(9.6.1) INSIDE GREASE CAPWater Detected:

C] Yes 0 No Quantity: Sample Taken: El Yes -" No [ N/AMoisture

==

Description:==

El Observable Moisture El Significant Moisture j Not Applicable Comments:

(9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Watkir Ml Yes faNn Oirnntitvhr

,% nmnlm Tln- rF l Vo= r- 1i7 % r KMIAMoisture

==

Description:==

El Observable Moisture E] SignificantMoisture Comments'.

Amy:$(M Not Applicable (9.9.1) DURING DETENSIONING I/Water Detected:

0l Yes E[ No Quantity:

Sample Taken: El Yes El No 0l NIA..Moisture

==

Description:==

E] Observable Moisture El Significant Moisture E] Not Applicable Comments:

(11.1) NOTIFICATION teExelon Ntified:

l] Yes Individual Name: Date:SAMPLE IDENTIFICATION AND STORAGE ./(12.2) Samples adequately identitied:

E] Yes:(12,3) Samples stored atQC Signoff:QC Reviewed:

gILevel: [)Date:Level: I Date: 2/14 SQ 6.1.TM1.f1 ISITopical Report 213 Attachment 2 Page 319 of 1008 REP-1 098-510 Appendix A, Page 279 of 348N109.1. PSG PROCEDURE SQ7T1INSPECTION DOCUMENTATION DATA SHEET 7.109/03/13Page 1 of 1Revision 0IProject TMI -40' YEAR TENDON SURVEILLANCE Tendon No.:Anchorage ID.:* 4 &_.:3 Tendon End/Buttress No.:Adaptor ID:.e.IEQUIPMENT MICROMETER WIRE SHIMSThread MIc ID Recal Date ID No. Recal Date ID No. Recal DateExt.Major INZ-11Ext.Pitch ( 5- -? 2-7-: ,.CI /04 j -o 13 Sor 9 .0-29-13Ext.Minor (¢..- S. I4 L " OZ."i-3 S t tr , ,1-ai--3Int. ANMajor _______fInt. N/A NIAMEASUREMENTS THREAD Wire Wire Shim AverageThread Read 3, Average Constant Diameter Size DiameterExt. 1 -U?4 ALJJ qL !1.3aMajor 2 66'3 L3,..v.T6 Major 2 NSA C __._NIAInt. I N/ M N/A NIAJMinor 2 NIA NIA N/AInt. Go Gauge ID: N/A Recal Date: N/A Result: NIAPitch No-Go Gauge N/A Recal Date: N/A Result: N/AID:Notes: (1) External Pitch Diameter

[Averagel

-LWire Constant]

-(Shim Size](2) External Minor Diameter (Average],

-[2X Wire Diameter]

-[Shim Size]DISPOSITION tI Triall ITrial2 1 Trial3 1 Trial4 1Adaptor Mark -( I 1Min. Minor Diameter from Adaptor Table V, &Z2Acceptable?

(Yes or No) .QC Signoff:QC Reviewed:

W.Level: Date:. C -zOI3Level: -" Date:. 4 ,I1111111111111F 17 SO.7.1 TMIVI. 3 ISITopical Report 213 Attachment 2 Page 320 of 1008 REP-1 098-510 Appendix A, Page 280 of 348Project:

TMI -4Dm YEAR TENDON SURVEILLANCE TendonN o.: ,kILTendon End/Buttress No.:SAnchorage ID.:FILi:L) : AdaptorID:

.IEQUIPMENT MICROMETER.

WIRE. SHIMSThread MIc ID Reiai Date ID No.. Recall Date. ID No. Recal DateExt..Major 9-________

.ExtInt..Major NANA Int. N/A N/AMEASUREMENTS THREAD Wire Wire Shim AverageThread Read 3' 6 h Average Constant Diameter Size DiameterExt. 1, 4

.X ,5 "Major 2 1.' q.1 q .337Ext. I .5.2qPitch (1) __2 I j5'N___Ext. 9___ 7_ _Major 2 N/A I__N/AInt. 1 N/A N/A N/AMinor 2 N/A. NIA N/AInt.. Go Gauge 10: NIA ROWa Date: N/A Result: N/APitch No-Go Gauge N/A Recal Date: N/A. Result: N/AID:Notes(1) _xtemal Pitch uDameter

[Averagei

-[Wire Constant]

-(Shim Size](2) External Minor Diameter

[Average]

-(2 X Wire Diameter]

-(Shim Size]DISPOSITION Trial I TrIal 2Trial 3 ITrial4OC Signoff:QC Reviewed:

Adaptor MarkMin. Minor Diameter from Adaptor Table a 2-.Acceptable?

(Yes or No) ye t -,I+ _0 .....Level: : Date: -Level. D'ate:17 SO 7;1'TMI.13.1SI Topical Report 213 Attachment 2 Page 321 of 1008 REP-1 098-510 Appendix A, Page 281 of 348N1091 PSC PROCEDURE SO 8.0ANCHORAGE INSPECTION Data Sheet 8.0809/03/13PRCO Page 1 of 1Revision rProject:

TMI 2013 TENDON SURVEILLANCE JUNIT 1(7.3)Tendon No.: /7 4f Tendon End: i #..s5 [ ShopANCHORAGE INSPECTION CRITERIAAs-Found

-' Post De-Tensioning

/ Pre-Wire Removal El Post Re-Tensioning 0.C. Signoff9.0 & 10.0 -CORROSION

& CRACK INSPECTION (9.2) Buttonheads Level; (10.1) Cracks El 1 o El N(A(9.2) Anchorhead Level: (10.1) Cracks [] Yes (2) No E N/A(9.2) Bushing Level: A (10.1) Cracks Cl Yes, [No. C N/A(9.2) Shims Level: .(10,1.) Cracks [] Yes t2) [1gN [I N/A(9.2) Bearing Plate Level: A (10.1) Cracks: 0 Yes(2 =) [ o [E NIAtl) Corrosion Level of C requires a NCR. (2) Compose a sketch of the cracks on Sketch Sheet 8.0 and Initiate a NCR.11.0'- BUTTONHEAD INSPECTION 0 Offslze (Malformed)

Protruding/unseated W wre/butlonheads/

0 Broken/mIssing Wire/buttonheads

.------.'-Previously identified as missing 00000 000/ 0000000000 Discontinuous

-removed this / /)O0000.000O 005J5)00surveillance 00OOO O 0OO.Owire(s) being removed during this 0 0 0 0 00 0 0 00 0000surveillance for testing 0) 0 0 0 0 .0 0 0 00 00< \000000.O000000/

(11.2) Anchorhead l.D. 0 0 0000 -%o0Located on Sketch: Yes 000No .0000000o O000\0 000000000/00 Bushing I.D. \100000000'00o00 Located on Sketch: Yes 0l No-. 00000000/

(11.4) Missing Buttonheads Found:,I/,

.//El Yes El No Quantity:

Additional Information:

5Ik4,47(12.2) Number of Protruding Bultonheads (w): (83) Illumination source (12.3) Number of Missing Buttonheads (0, 9b: ___(12.4) Total of Protruding

+ Missing Buttonheads:

_ _(12.6) Continuity T est Requested

? El Yes KNo(12.5) Total # of Effective Buttonheads Seated: Wires Identified?

es [- No(12.7) Overall Results MAcceptable El Un-Acceptable Customer Notified:

NCR#: A-1,QC Reviewed::(

Level: .~ Date: /a18 SQ 8.0.TMI.13 ISI "Topical Report 213 Attachment 2 Page 322 of 1008 REP-1098-510 Appendix A, Page 282 of 348N1091 PSC PROCEDURE SQ 8.0ANCHORAGE INSPECTION.

Data Sheet 8.081P -09103113 lPRECISION LANCE Page 1: of 19.lRevision r-Project:

TMI 2013 TENDON SURVEILLANCE ItUNIT 1(7.3)Tendon No.: Tendon End: 2 ]ShopANCHORAGE INSPECTION CRITERIA.

El As-Found

( Post De-Tensioning

/ Pre-Wire Removal C1 Post Re-Tensioning Q.C. Signoff9.0 & 10.0 -CORROSION

& CRACK INSPECTION (9.2) Buttonheads Level: 4J! (10.1) Cracks [] es () EINo UN/A(9.2) Anchorhead Level: AL (10:1) Cracks 1 Y60.t2) El No 0l NIA(92) BuShing Level: A (10.1) Cracks [I Yes121) El No 11 NIA(9.2) Shims LeveVI (10.1) Cracks []1Yes12) C3 No [E N/A(9.2) Bearing Plate. Level: AJ (10.1) Cracks. El Yes.(2) El No El N/A .1 *i* Corrosion Level of C requires a NCR. 12) Compose a: sketch of the cracks on Sketch ,Sheet 8.0 and initiate a NCR.I1 i. n -TTnNtI4;:An I mWFCttnfm 0 Offslze (Malformed)

Protrudinglunseated wire/buttonheads 0 Broken/missing wireibuttonheads Previously identified as missingmDiscontinuous

-removed thissurveillance wire(s) beingremoved during this~I ;surveillance for testing(11.2) Anchorhead I.D.Located on Sketch: [KYes El NoBushing I.D. 1 I PELocated on Sketch: 4¥Yes El No(11.4) Missing Buttonheads Found: N ACl Yes [E No Quantity:

/Additional Information:

(f4 ,,fi b -2\ta"00000000/ .OOOOQOO C,O \0000000006000 0:000000(00ooo0 0 0 0000 o 0 00000000)O.O.O.

0 00000000 000/0000000000000 O:O ©0.0 0'D0 00 D0000 0.0 0,1O00000000C.000 W 0 0 0o oD o a 0o -..oD010000O00000000 00000000000/

/'\, 00000000

/ /"K)O..0 0Zc.o0>--"

5//-v-I-,(12.2) Number of Protruding Buttonheads (w):(1213) Number of Missing.

Buttonheads (0 ,K:(.12.4) Total of Protruding

+ Missing Buttonheads:

(12.5) Total # of Effective Buttonheads Seated:0u~I(8.3) Illumination source 041(12.6) Continuity Test Requested?

El Yes NoWires identified?j%4,s El No(12.7) Overall Results %.Acceptabte El Un-Acceptable Customer Notified NCR#: oOC Reviewed:

A"It'-1Level: WT Date:. ////Q.J3II'18 SQ 8.0.TMI.

13. ISITopical Report 213 Attachment 2 Page 323 of 1008 REP-1 098-510 Appendix A, Page 283 of 348N1091 PSC PROCEDURE SQ 8.0ANCHORAGE INSPECTION Data Sheet 8.0A09103/13Page 1 of IRevision 0Project:

TMI 2013 TENDON SURVEILLANCE UNIT 1(7.3)Tendon No.: H L/ -, Tendon End: FieldANCHORAGE INSPECTION CRITERIAAs-Found C1 Post De-Tensioning

/ Pro-Wire Removal U Post Re-Tensioning Q.C. Signoff0.0!% 10.0_ -CORROSION

& CRACK INSPECTION (9.2) Buttonheads Level: (10.1) Cracks E0 Yes:'= I(2) o 0 N/A(9.2) Anchorhead Level: A (10.1) Cracks 0 Yes (1 Z I 0NIA(9.2) Shims LeVel: (10.1) Cracks 0 Yes. 121 LN,. C]0 N/A(9.2) Bearing Plate Level: 0(10.1) Cracks NI Yes l iiio N/A , -,1 Corrosion Level of C requires a NCR. "'tCompose a sketch of the cracks on Sketch Sheet 8.0 and initiate a NCR.11.0 -BUTTONHEAD INSPECTION

.Ofsize (Malformed)

Protrudinglunseated

..._ wire/buttonheads 0 Broken/missing wire/buttonheads 7, 0* OOOOO000Previously Identified as missing 0 00 0 00 0 0 0 0'm Discontinuous

-removed this 00000000.0

.000000000.000 surveillance.

toV 0000000000000 wire(s) removed during this 0>0 00 0 0 0 0 000 0 0surveillance for testing 0000000000000.

..... ....O.O000000000000

, 0000000000000.

(11,2)Anchorheadl.D.

Fo' ( o0000000000006 000000000000-0 Locatedon Sketch: QYes ONo 000000000000-(11.4) Missing Buttonheads Found: 00 ,". 00 00 0"0

• 0 ()0.0 0 0Iv Yes EJNo Quantity:

0000000Additional Information:

(12.2) Number of Protruding Buttonheads (w): (8.3) Illumination source. CCI','cI 041,(12.3) Number of Missing Buttonheads (0 ,: 91(12.4) Total of Protruding

+ Missing Buttonheads:

0 (12.6) Continuity Test Requested?

(] Yes & No(12.5) Total # of Effective Bultonheads Seated::

J g Wires Identifiedq Yes [1 No(12.7) Overall Results AAcceptable 0 Un-Acceptable Customer Notified NCRf#: .ý4 /1QC Reviewed: .9 Level: ...zr Date:..., ,,,__ ,, 3I8 SO 8.0.TMI 13 ISITopical Report 213 Attachment 2 Page 324 of 1008 REP-1098-510 Appendix A, Page 284 of 34800"PRSIO10w~

ANCEN1091 PSC PROCEDURE SQ 8.0ANCHORAGE INSPECTION Data Sheet 8.OA09/03/13Page1 of.1Revision 0Project:

TMI 2013 TENDON SURVEILLANCE

.UNIT I(1.3)Tendlon.No.:

aktTendon End: M&. FieldANCHORAGE INSPECTION CRITERIA*

C1 As-Found 0 Post De-Tensioning I Pre-Wire Removal El Post Re-Tensioning Q.C. Signoff9.0 & 10,0 -CORROSION

& CRACK INSPECTION (9.2) Buttonheads Level: A (10.1) Cracks C1 Yes. M" No 0 NIA.(9.2) Anchortead Level: -(10.1) Cracks 0] Yes (2 [RN. [I NIA(9.2) Shims Level: (10.1) Cracks []-Yes ( o, [J N/A(9.2). Bearing Plate Level- .2I. (10.1) Cracks A Yes ( E[ NIACorrosion Level of C requires a NCR. t2lCompose.a sketch of the cracks on Sketch Sheet 8.0 and initiate a NCR.we 13 .Offsize (Malformed)

Protruding/unseated Swre/buttonheads L 6F-re-A0Broken/missing wireibuttonheads

-I4Previously identified as missing-removed this/10000000:00000.000 00000000000 000000000000.,

0000000000000 00000:000000000 00000.00000000:

00000000000000 0000000000000:

00.000000000000 00000.0000:0000 00000000000.0 00000000000.

00000000000o000(11.2) Anchorhead l.D.Located on Sketch: El Yes [I No(i1.4) Missing Buttonheads Found: ,/C0 Yes n No Quanti :Additional.

Information:

t, dAII<.,,

LJ.. -. .z'f, U , 4- lo L -. 77 "$ J(12.2) Number of Protruding Buttonheads (w): Q (8.3) Illumination source/)

g.(12.3) Number of Missing Buttonheads (0, (12.4) Total of Protruding

+ Missing Buttonheads:

0_ * (12.6) Continuity Test Requested?

0 Yes RNo(12.5) Total # of Effective Buttonheads Seated: I Wires Identified?A0Yes

[I No(12.7) Overall Results ] Acceptable

[I Un-Acceptable Customer Notified NCRA:IQC Reviewed:

P_1/4aAle_ýLevel:Date:ý///J -/18 SQ 8.0.TMI.13 ISITopical Report 213 Attachment 2 Page 325 of 1008 REP-1 098-510 Appendix A, Page 285 of 348N1091 PSC PROCEDURE SQ 8.3BEARING PLATE INSPECTION' DATA SHEET SQ 8;3.0910311.3.

Page 1 of IRevision 0Project:

TMI 2013 TENDON SURVEILLANCE UNIT ITendon No.: k 4& 4 Tendon End: .uv,. Shop 0 Field(7.4) Bearing Plate Identification

1. 4 r., 1. Orient the bearing plate with the sketch below.2. Locate the bearing plateidentification and document the location on the sketch.3. Sketch alt cracks, including other defects,.

existing an the concrete in the area surrounding the tendon anchorage for a distance of24 inches from the edge of the bearing plate.4. For cracks equal to or wider than 0.010 Inches, document condition on an Nonconformance Report in accordance withProcedure QA 9.0, NONCONFORMANCES, for Exelon approval.

V" Wt de- An'b" pIA -WA 44ý,e- Cofr~iOMPop I' Io a. ). ", K 60 I",4.On Hoop and dome this edge isup.SVertical Tendon, this is toward theI center of the containment.

e.A.; re- .4 M AreeAAuxiliary Light Source used: C[. YesfQ No(7.3) Illumination*

source: ; iiet(7.5) Cracks 0.010' 0 Yes N o Quantity,,

Max. Width: Max Length: NCR#:QC Inspector:

.Level: Date: i ,'i-./_I.CReviewed:

(3...Level:

Date:19 SQ 8.3 TMI.13 ISITopical Report 213 Attachment 2 Page 326 of 1008 REP-1098-510 Appendix A, Page 286 of 348Project:

.TMI 2013 TENDON SURVEILLANCE UNIT.1Tendon No.: Tendon End: -El, Shop (7.4) Bearing Plate Identification

1. trLe ,/ '1. Orient the bearing plate with the sketch below:2. Locate thebearing plate identification and document the location on the sketch.3. Sketch all cracks, including other defects, existing on the concrete in the area surrounding the tendon anchorage for a distance of24 inches from the edge of theabearing plate.4. For cracks equal to or wider than 0.010 inches. document condition on an Nonconformance Report in accordance withProcedure QA 9.0, NONCONFORMANCES, for Exelon approval:.

On Hoop and dome this edge isVertical Tendon,:

this is toward thelcenter of the containment.

Auxiliar Light Source used: , ies., No(7.3) Illumination 0source: C(6cjjj.1/-

O____(7.5) Cracks 0O.0107'

[]Yes Q*No Quantity:

Max. Width Max Length: NCR#:QC Inspector:

! -Level: Date: -20(.I iJC: Reviewed:

K--_ (A-.Level:Date: / /,/"19 SQ 8.3 TMI.13 ISITopical Report 213 Attachment 2 Page 327 of 1008 REP-1 098-510 Appendix A, Page 287 of 34831 PSC 9.0:MONITOR TENDON T9RCEDATA SHE T 9.O09103113Page 1 of 1.Revision 0Project:

TMI 40T" YEAR TENDON SURVEILLANCE C@ Unit 1(76)Tendon No.: .3 !. .Tendon End: _. _____[&Shop C] FieldLIFT-OFF INSPECTION CRITERIA Q.C. Signoff(9.3) Temp, of Concrete:

t12F. Thermometer No.: In 167- Recal Date: 113Ambient Temp.: .55O Thermometer No.: _PKp- 4 Recal Date: 115. .(9.4) Anchorhead and Stressing Adapter Threads:

Z Acceptable El Unacceptable (9.5) Number of Effective Wires: ___, ___"(9.6) Anchorhead and Stressing Adapter Engagement/Alignment Z J Acceptable

[JUnacceptable (9.7) RAM ID: Recal Date: end ofjob RAM Area: K=Gauge ID: , Recal Date: Daily Check: C*-,.(9.8) Shim Stack Height: #1 "36 in, #2 "1,S In. Ruler ID: AP. Recal Date: 11. .o'Individual Shims: Stack #1: 4111 J,§12, in. Stack#2:

in.(9.9) Lift-off Overstrqss Force (LOSF): f -kips Pressure:.

2 psi(9.10) PF: /Z3A. kips 95% PF: 9.70 kips 00% PF: /169 kips(9.11.5)

As-Found Lift-Off.

.(9.11.13)

Circled ValuesStack#l:

1) S ti.O psi Stack#2:

'1) _ 1) .2) S psi 2)/ tro psi, 2) 5750 psi3) Skvo psi 3) 7

3) 5'f psi(9.11.13)

End Average Force (this end): 1397.11 kips\%...

Average:

y7-, psi(9.11.14)

End Avg. Force (other end): .. ! ,5, ips (9.11.15)

Average Liftoff (ALV) .1J37, kips.(9.11,16)

Liftoff (ALV): Acceptance Criteria:

a) .Acceptable

-ALV is > 95% PF.b) RAdjacent.Tendons to be stressed

-ALV is < 95%PF but a 90%PF. Document on a NCR.c) [] Unacceptable

-ALV is < 90%PF.. Document on a NCR. .,NCR Required El Yes 9JIo Customer Notified NCR No.: ... _/,__(9.11.17)

Adjacent Tendon Lift1Offs lNoe.: Use a separate Data Sheet 9.0 to documentLtolt.

os.)Adj Tendon; El Acceptable

-ALV > 95% of PF, The original scope tendon SHALL bea) This Tendon: __ restored to within -00+6% of PP', but in no mae, no greater than 0.70 GUTS aAdjTendon'.

determined for the number of effective wires. EXELON Notified:

C] Yes El No Namne/Date:.

Vb) -Adi Tendon:.

0_r Unacceptable

-ALV < 95% of PF for either tendon. Document the jc) L._ Adj Tendon: on a NCR.QCReiedCustomer Notified NCR NO.:: jAdJ Tendon: C] Unacceptable

-ALV,:* 90% of PF for either tendon. Document the cono/ition' C) __ Adj Tendon: on a NCR. '"x/Customer Notified NCR No.:r r

• iQCRvee,41Lvl ae021 SO 9,0 TMI.13 ISle.Topical Report 213 Attachment 2 Page 328 of 1008 REP-1 098-510 Appendix A, Page 288 of 348N1091 PSC PROCEDURE SQ 9.0MONITOR TENDON FORCEDATA SHEET 9.0p09103113

^R J:Ce Page 1 of IRevision 0Project:

TMI40N YEAR TENDON SURVEILLANCE

14. Unit I(7.6)Tenddn No.: jj4 , -, Tendon End: , 5 .Shop .0 FieldLIFT-OFF INSPECTION CRITERIA Q.C. SignoffI III III I I I:1 I lU lalljil i

• I .(9.3) Temp. of Concrete:

4D OF Thermometer No.: ST it,1- Recal Date: / .jAmbient Temp.: 62-oF Thermomreter.No.:

P. Recal Date:: '3-(9S4) Anchorhead and Stressing:

Adapter Threads : I ACceptable El Unacceptable, (9.5) Number of Effective Wires: ...9(9.6) Anchorhead and Stressing Adapter EngagementiAlignment

RAcceptable

[I Unacceptable (9.7) RAM ID: ./4QL Recal Date: end ofjob RAM Area: .23.56& K -- ,.1JGauge ID: e Recal Date:- aily Check:(9.8) Shim Stack Height'.

1. 1 -.7 in. #2.7"-7 in. Ruler IM- g Recal DateIndividual Shims: Stack #1: 1.... L " in. Stack #2: in.I,7,,VAR8 l-15(9.9) Lift-off Overstress Force (LOSF):(9.10) PF: ,/Z 3 *? kips(9.11.5)

As-Found Lift-OffStack#l:

1) Psi.2) 0 ZZO psi3) .' 7O psi(9,11.13)

End Average Force (this end):(9.11.114)

End Avg. Force (other end):1190Stack #2: 1)2)ip3) ,.1537,31 kips~'kips Pressure:

4., t-3.2!psL kips 90% PF:: 16.j kips4 psi. -770,57psi(9.11.13)

Circled Valuespsi 1) psipsi 2) (.4 psi/psi. 3) 60(.00 psiAverage:

[ (,o psi.(9.1.115)

Average Liftoff (ALV) /3,397 i kips'(9.11.16)

Liftoff (ALV) Acceptance Criteria:

a) KAcceptable

-ALV iS a 95% PF.b) [] Adjacent Tendons to be stressed

-ALV is:< 95%PF but _> 90%PF. Document ona NCR.c) F1 Unacceptable

-ALV is.< 90%PF. Document on a NCR:NCR Required ZYes 1Ako Customer Notified NCR No.: /,(9.11. 17) Adiacent Tendon Lift-Offis (Note: Use a separate Data Sheet 9.0 to document Liftoff forces.)Ad) Tendon: 0l Acceptable-ALV > 95% of PF, The original scope tendonSHALL bea) This Tendon: _ restored to within -01+6% of PF, butin no case, no greaterthan 0.70. GUTS asAdj Tendon: determined for the number of effective wires.EXELON Notified:

El Yes E] No NamelDate;

_____________

b -Adi Tendon: _ _ Elunacceptable

-ALV < 95% of PF for either tendon. Document the condition

• LAd] Tendon: _ __ on a NCR.b) Ad] Tendon: on a NCR. Customer Notified NCR No.:, ouet h o-Adj Tendon: __ El Unacceptable

-ALV: < 90% of PF for either tendoný Document the condition

1. Adj Tendon: on a NCR., Csmroi.NRo:

Customer Notified NCR No.:PLevel: -: Date:. / h32,// ?OC Reviewed:

-7/21 SQ 9.0.TMI.13 ISlaTopical Report 213 Attachment 2 Page 329 of 1008 REP-1 098-510 Appendix A, Page 289 of 348N1091 PSC. PROCEDURE SQ 12.0REPLACE"GREASE CAP~Data Sheet.12,0

~09/03M!PRECISION ANCE Page I of IRevision 0Project:

TMI 40TH YEAR TENDON SURVEILLANCE Tendon No.: A;rR- Tendon End: Shop 0 Field.ANCHORAGE INSPECTION CRITERIABEARING PLATE SURFACE PROPERLY PREPARED:

£2ES E] NOGREASE CAP SURFACE PROPERLY PREPARED:

M<4S n NOGASKET MATING SURFACE, PROPERLY PREPARED:

ESNOSTUD/BOLT HOLES PROPERLY PREPARED:

i@ES: C1 NOFOREIGN MATERIAL EXCLUSION CONTROLLED:

R S ENOCOMMENTSCREW FOREMAN SIGNOFF f W_, jDate: tO-i %3QC Reviewed:

-G- Level: &7 -. Date: ____,_,/

__30 SQ 12.0 TMI.13 ISITopical Report 213 Attachment 2 Page 330 of 1008