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Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box...

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Ahmed, Mohammad 1. From: Romero. Martin [l`[email protected]] Sent: Wednesday, April 21, 2010 11:11 PM To: Adair, Mark; Davies, Steven B.: Ahmed. Mohammad I.; Hennessy, Philip; Johnson, Alan A. Cc: Gerber, Nancy; McGill, Bob; Bax, Rich; Jenson, Craig Subject: Salem Unit 1 Underground Auxiliary feedwater Piping preliminary evaluation results Hello: The preliminary analysis of the Salem Unit 1 underground auxiliary feedwater piping is complete, A non-linear elastic- perfectly plastic finite element analysis was performed on the bounding location of the auxiliary feedwater piping and it was found to remain structurally stable using stress limits from the original B31.1 Power Piping Code. The follov.i;ng sections were evaluated: 12AF, 14AF, 14AK, AF13T, and a section of pipebetween AF4T and AF5T. The section of pipe between AF4T and AF5T was found to be bounding, based on a iinear-elastic finite element analysis and required a more rigorous analysis described below. The underground auxiliary feedwater piping at Salem, Unit 1 was designed't6 the tm. requirement'given in the,1331.1 Power Piping Code. B31.1 does not provide specific criteria for the evalUaton.of non-uniform wall thicknessolr local thinning. However, guidance for stress analysis may be taken from the ASME Code, Section 1l1as~described:below. The technical approach taken herein is based on the premise that while piping may have localized thinned regions that violate the design tyi., requirements, the non-uniform wall thickness of the pipe cross-section may be shown to meet design stress allowables. This approach is possible for the pipe section exhibiting thinning when a remaining wall greater than tra, surrounds the thinned region. This approach is similar to the basis for qualifying pipe penetrations using branch reinforcement rules in the ASME Code. Design requirements for Class 3 piping are~provided-in ND-3600 (similar..to.831.1 rules) of the ASME Code, Section III [2]. Morezrigorous analyses are allowed under ND-3611.3: "The specific design requirements ofND-3600are based on a simplified engineering approach, A more rigorous analysis such as described in NB-3600'or NB-3200 may beu.ised.b calculate thestresses required to satisfi these requirements. These calculated stresses must be compared to the allowable stresses in this Subsection. In such cases, the desig-ner shall include the appropricatejusttficarion for the approach taken in the Certified Desigli Report." Thus, NB-3200 design by analysis is employed. Based on the linear-elastic finite element analysis results which showed that the section of pipe between AF4T and AF5T was bounding, it was required to perform additional analysis only for that section of pipe in order to show operability. The more rigorous analysis employed is described in Section N632281, Limit Analysis. SlecificalNy Section NB-3228.1 states that lirhits on Local Membrane Stress Intensity need not be satisfied. at a specificlocation if it can be Shdwn by limit analysis that the specified loadings do not exceed two-thirds ofthe lower bound collapse load. Also, NB 3228.1 states thattheyidld strengthto be usedin this calculation is. 1:5Sr. In this evaluation, the value of.yield. strength is equal to .1.5S, where .S is.taken as the valuie of S•.W 15.0 ksi, from the original 1967B31:1 Power Piping Code. Thus, a yield strength of 22.51ksi is used. The section of pipe between AF4T and AFST is modeled using the as-found wall thickness values for the region specified in S-TODI-2010-0005 which includes a minimum wall thickness of 0.077 inches, A pressure.load Of 1.5 times the specified design pressure is applied ( 1943 psi = 1.5*(1310psia-14.7psi) ) to the pipe. The results of the finite e~e2;et ar-'ysis show that the thinned pipe be.,veen AF4T and AF5T remains structurally stable at 1.5 times the specified design pressure and therefore passes the limit load analysis. A draft calculation package will be transmitted Friday morning. If there are any questions, please do not hesitate to call me on my ceil phone (b)(6) Thank you, MartinrRomero, P. E. lrtorma•f n this record ws de.!t~d In Senior'Consultant tha Prsao.,• o- A A t011Y() '1 r)
Transcript
Page 1: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

Ahmed, Mohammad 1.

From: Romero. Martin [l`[email protected]]

Sent: Wednesday, April 21, 2010 11:11 PM

To: Adair, Mark; Davies, Steven B.: Ahmed. Mohammad I.; Hennessy, Philip; Johnson, Alan A.

Cc: Gerber, Nancy; McGill, Bob; Bax, Rich; Jenson, Craig

Subject: Salem Unit 1 Underground Auxiliary feedwater Piping preliminary evaluation results

Hello:The preliminary analysis of the Salem Unit 1 underground auxiliary feedwater piping is complete, A non-linear elastic-

perfectly plastic finite element analysis was performed on the bounding location of the auxiliary feedwater piping and itwas found to remain structurally stable using stress limits from the original B31.1 Power Piping Code. The follov.i;ngsections were evaluated: 12AF, 14AF, 14AK, AF13T, and a section of pipebetween AF4T and AF5T. The section of pipebetween AF4T and AF5T was found to be bounding, based on a iinear-elastic finite element analysis and required a morerigorous analysis described below.

The underground auxiliary feedwater piping at Salem, Unit 1 was designed't6 the tm. requirement'given in the,1331.1

Power Piping Code. B31.1 does not provide specific criteria for the evalUaton.of non-uniform wall thicknessolr localthinning. However, guidance for stress analysis may be taken from the ASME Code, Section 1l1as~described:below.

The technical approach taken herein is based on the premise that while piping may have localized thinned regions that

violate the design tyi., requirements, the non-uniform wall thickness of the pipe cross-section may be shown to meet

design stress allowables. This approach is possible for the pipe section exhibiting thinning when a remaining wall greater

than tra, surrounds the thinned region. This approach is similar to the basis for qualifying pipe penetrations using branch

reinforcement rules in the ASME Code.

Design requirements for Class 3 piping are~provided-in ND-3600 (similar..to.831.1 rules) of the ASME Code, Section III[2]. Morezrigorous analyses are allowed under ND-3611.3:

"The specific design requirements ofND-3600are based on a simplified engineering approach, A morerigorous analysis such as described in NB-3600'or NB-3200 may beu.ised.b calculate thestresses required tosatisfi these requirements. These calculated stresses must be compared to the allowable stresses in this

Subsection. In such cases, the desig-ner shall include the appropricatejusttficarion for the approach taken in theCertified Desigli Report."

Thus, NB-3200 design by analysis is employed. Based on the linear-elastic finite element analysis results which showedthat the section of pipe between AF4T and AF5T was bounding, it was required to perform additional analysis only for thatsection of pipe in order to show operability. The more rigorous analysis employed is described in Section N632281, LimitAnalysis. SlecificalNy Section NB-3228.1 states that lirhits on Local Membrane Stress Intensity need not be satisfied. at aspecificlocation if it can be Shdwn by limit analysis that the specified loadings do not exceed two-thirds ofthe lower bound

collapse load. Also, NB 3228.1 states thattheyidld strengthto be usedin this calculation is. 1:5Sr. In this evaluation, the

value of.yield. strength is equal to .1.5S, where .S is.taken as the valuie of S•.W 15.0 ksi, from the original 1967B31:1 Power

Piping Code. Thus, a yield strength of 22.51ksi is used.

The section of pipe between AF4T and AFST is modeled using the as-found wall thickness values for the region specifiedin S-TODI-2010-0005 which includes a minimum wall thickness of 0.077 inches, A pressure.load Of 1.5 times thespecified design pressure is applied ( 1943 psi = 1.5*(1310psia-14.7psi) ) to the pipe.

The results of the finite e~e2;et ar-'ysis show that the thinned pipe be.,veen AF4T and AF5T remains structurally stableat 1.5 times the specified design pressure and therefore passes the limit load analysis.

A draft calculation package will be transmitted Friday morning. If there are any questions, please do not hesitate to callme on my ceil phone (b)(6)

Thank you,

Martinr Romero, P. E. lrtorma•f n this record ws de.!t~d InSenior'Consultant tha Prsao.,• o- A

A t011Y() '1 r)

Page 2: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

Transmittal of Design InformationTransmittal Number: S-TODI-2010-0004

Date: 04/16/2010

To: Robert McGillStructural Integrity Associates5215 Hellyer Avenue, Suite 210San Jose, CA 95138-1007

From: Arie BlumSalem Design Engineering - Mechanical/ StructuralP.O. Box 236, M/C 29,Hancocks Bridge, NJ 08038

Subject: Confirmation of design input information for Salem Unit 1, UndergroundAuxiliary Feedwater Piping

Follows are the description of the Attachments contained in this TODI:

Attachment 1 - Specification No. S-C-MPOO-MGS-001, Piping Schedule SP54

The piping is classified as Nuclear Class 3 and Seismic Class 1. The material is ASTM A106Grade B. The maximum temperature is 1400F. For the pressure see Attachment 2.

Attachment 2 - Technical Evaluation (TE) No. 70108698-005

The TE establishes the maximum credible operating pressure of 1275 psia. However, it isrequested that the evaluation establishes a maximum design pressure for the UndergroundAuxiliary Feedwater piping based on its degraded condition, using ASME factor of 3.5 and 4.

Attachment 3 - Ultrasonic Thickness Examination record

The NDE data report is generated under work order number 60084266. As documented in thisreport the Pipe is 4" diameter with Nominal wall thickness of 0.337". It includes the UT data forthe entire exposed Auxiliary Feedwater piping.

Intended use of the information being provided:

To generate analysis related to Salem Unit 1 Underground Auxiliary Feedwater Pipingthinned wall piping, inspection/ evaluation scope during S1 R20 refueling Outage.

Limitations on the use of the transmittal information:

This information is intended only to be used for Salem Unit 1 affected piping evaluation.

S-TODI-2010-0004 Page 1 of 2

Page 3: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

References:

(1).Notification 20456999(2) PSEG Calculation 6S0-1882, Rev. 1(3) PSEG Drawing AF-13A(4) PSEG P&ID No. 205236

Signatures

Preparer:'"Arie Blum

Reviewer: A4/Mohammad Ahmed

Approver: p e

Date: 04/16/2010

Date: 04/16/2010

Date: 04/16/2010

Page 2 of 2S-TODI-2010-0004

Page 4: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

USER RESPONSIBLE FOR VERIFYING REVISION, STATUS AND CHANGES

AI"TW

C0 A1Ai2I---T I

W

SPECIFICATION NO. S-C-MPOO-MGS-0001

PIPING SCHEDULE SPS54

AUXILrARY FREDWATER

SERVICE: - Demineralized water (emergency - freshý-water, demineralized water and salt water)

Group A B C D E*

Pump Alternate Minimum flow PUMp Level Valve

Suction Pump. Recirculation Discharge to

Suction in I up to level Isolation n

yard Control Check valve

valve

W.W.P., Maximum, psi 30 to 195 ,25 100 1950 1950

Normal, psi 30 25 100 1600 1195

W.W.T., Maximum, OF 120 120 130 120 140

Normal, OF Ambient Ambient I Ambient Ambient 140

Seismic Design Class 1 .3 1 1 1

Nuclear Class 3 None 3 3 3

PRIMARY SERVICE PRESSURE RATING:

Pressure, lbs 150 150 150 900 900

Temperature, OF 500 500 500 850 850

* For piping between isolation check valve

SPS16 Group A

and steamgenerator feed line see Piping Schedule

II - 189

REV. 6NP 8402/01

Page 5: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

I~T~U c4~-T ~ t - 2.01IO-0cý4-

P. zSPECIFICATION NO. S-C-MPOO-MGS-0001

PIPING SCHEDULE SPS54

AUXILIARY FEEDWATER

PIPE:

MATERIAL

ASTM A106 Gr. B, seamless carbon steel, silicon killed.

ASTM A335 P22, seamless alloy steel.

Mill inspection and test reports required.

Check analysis and flattening test of one length ofeach lot required.

Flush piping with fresh water immediately after usingsalt water or demineralized water.

For protection of underground piping in the yard seepage 11-8 of Piping Schedule SPS28 of this specification.."X-tru-coat'' may be used.

Dimensions

ANSI B36.10

For the 25 psi, 50. psi and 30 to 195 psi ;maximnum systems:

'Schedule 40 for 10 inch and small-er.

z 0.375 inch wall for 12 inch thru 16 inchr

C For the 1950 psi maximum systems:

Z< Schedule 80 for 1 inch and 4 inch.

Z) Schedule 160 for 1-1/2, 2, 2-1/2 and 3 inch sizes.D

Schedule 120 for 6 inch thru 24 inch.

0 3/4 inch minimum size for 25 psi, 50 psi and 30 to 195psi maximum systems.

L>a, 1 inch NPS minimum'size for 1950 psi maximum systems.0z

>LU

01 -

Z II - 1900CL REV. 6Ln~L NP 8402/01a:

LU•

Page 6: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

SPECIFICATION NO. S-C-MPOO-MGS-0001

PIPING SCHEDULE SPS54

SAUXILIARY FEEDWATER

FITTINGS AND FLANGES:

MATERIAL

ASTM A234 WPB and A234 WP22 seamless, for buttwelding fittings.

ASTM A105 for forged socket welding fittings.

ASTM A182 F22 for forged chrome-moly alloy steelsocket welding fittings.

ASTM A182 F316 for blind flange only and withEngineering's approval.

ASTM A181 Cl.'.60,or ASTM A105 for flanges in the 25 psi.,50 psi and 30 to 195 psi maximum systems..

ASTM A-105 for flanges in the 1950 psi maxýimum systems.

Mill inspection and t6st reports required.

. Dimensions of fittings '

V) ANSI B16.9.for butt welding fittings.

z ANSI B16.11 for socket welding fittings.z

Socket welding ends for 2 inch and smaller.

z< Butt welding ends for 2-1/2 inch and larger.

(I)D Dimensions of flanges

VANSI B16.5 for flanges.

o All flanges to be welding neck type.L/)> Facings for 25 psi, 50 psi and 30 to 195 psi maximum systems.0 Raised face with stock spiral serrated finish.

zFacings for 1950 psi maximum systems.

> 2-1/2 inch and smaller - large male and female.3 inch and larger - small tongue and groove.

0Contact facing machined per drawing 25057-L.

z II - 1910IREV. 6

P 0Li NP 8402/010::

Li0o

Page 7: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

S

SPECIFICATION NO. S-C-MPOO-MGS-0001

PIPING SCHEDULE SPSS4

AUXILIARY FEEDWATER

JOINTS:

Socket weld for 2 inch and smaller.

Butt welding for 2-1/2 inch and larger.

Full strength, full penetration, fusion welded inaccordance with ASME Boiler and Pressure Vessel Code,Section III.

Stress relieving not required.

Heat treatment, welding and brazing as specified inapplicable PSE&G Nuclear Welding and Brazing Manual,NC.ER-TM.ZZ-0002(Q).

Random magnetic p.azticlje-,e amination of, f4llet. welds,,socket weldsand welded branch-connectionp over 4 inchpipe size for Nuclear Class 3 piping in abc6rdance withTable A.7(b) of ANSI B31,7.

Random magnetic particle or liquidpenetrant examinationrequired for all Nuclear Class 3 welds 4 :.inch size andsmaller. (Should, not ý,MT under 2 inch) 7

0uJ

Z

0

zI

V-

0

ry

z

0

<)Z

0

CL

Li

L0

z

0Li

Lio

Hydrostatic pressure-test of erected.system shall beperformed.

BOLTING:

MATERIAL

Alloy steel bolt-studs - ASTM A193 Gr. B7

Carbon steel nuts - ASTM A194 Gr. 2H

Dimensions

ANSI B18.2.1ANSI B18.2.2ANSI B1.1

- Heavy hex bolts.- Heavy hex nuts.- Threads

1 inch diameter and smaller - coarse thread series withfit specified in ANSI B1.1 standard.

1-1/8 inch diameter and larger - 8 pitch thread series,Class 2A for bolts and studs, Class 2B for nuts.

II - 192REV. 6NP 8402/01

E D

Page 8: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

A -A L a r' 2 .5 r=D(- 2 C tc 004

S

SPECIFICATION NO. S-C-MPOO-MGS-0001

PIPING SCHEDULE SPS54

AUXILIARY FEEDWATER

BOLTING - (Cont'd)

Nuts shall be hot-forged or machined from hot-forgedbars.

GASKETS:

For the 25 psi, 50 psi and 30 to 195 psi maximum systems

Sheet packing, 1/32 inch Garlock Blue-Gard Style 3400.

For the 1950 psi maximum systems

Flexitallic spiral-wound gaskets, style R-1 or RIR,with Type' 304 SS. ,and FlexiteS•xper -'or Grafoil fillerfor large male,'and femal, eflanged, joints.' wit

Flexitallic spiral-wound gaskets, style R'-4,'withType 304 S.S. and Flexite.Super or Grafoiil filler forsmall tongue ah8 groove joints.

0z

U

z

(I)

W

0

L,

LL09

0a-.

(AJ

0~

Dimensions to conform to ANSI B16.5.4

Piece Mark Identification---AF--- (Prefix Station!Unit No. to AF)

II - 193REV. 6NP 8402/01

Page 9: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

-1- -

Tech Eval prepared

**************Long Text Object Identification**************

Order 000070108698 Operation 0050 Confirmation 0008163337Confirmation counter 00000001 Long text* ******** ***** ***** ** *** ***** *********** **** ********* ******

Document #: 70108698-0050

TITLE: Maximum Pressure in Underground Auxiliary FeedwaterPiping

REASON FOR EVALUATION / SCOPE:

Degradation was found in the underground Auxiliary Feedwater-(AFW) piping prior to entering the Outer Penetration Area perNotification 20456999. This is the supply piping to 12 & 14Steam Generators (SGs), downstream of the AFW pumps. ThisTechnical Evaluation determines the maximum potential pressurein this piping for input into a subsequent evaluation on minimumwall.

DETAILED EVALUATION:

Auxiliary Feedwater Operation:

The AFW System provides flow to the SGs during plant cooldownand startup conditions for decay heat removal when the MainFeedwater (MFW) System is out of service. The AFW System alsoprovides flow to the SGs during transient conditions such asSteam Line Break (SLB), Feedwater Line Break (FLB), Small BreakLoss of Coolant Accident (SBLOCA), Loss of Normal Feedwater(LONF), Loss of Offsite Power (LOOP) and Station blackout (SBO).The system consists of two Motor Driven AFW Pumps (MDAFPs), eachof which feeds two SGs, and one Turbine Driven AFW Pump (TDAFP),which feeds all four SGs. During plant cooldown and startup,operators manually control AFW flow via the AF21 control valvesfor the MDAFPs and via the AF11 control valves for the TDAFP.During transient conditions, the AF21 control valves are inautomatic and control to maintain MDAFP discharge pressure; theAF11 control valves are full open.

The maximum potential pressure in the system would be with allthe AFW pumps deadheaded. However, this is an unrealisticcondition. The actual maximum system pressure is a function ofthe maximum potential SG pressure. Per Reference 3, the maximumSG pressure is assumed to be the lowest Main Steam (MS) safetyvalve setting (1070 psig - Reference 2) plus 3% accumulation, or1102 psig (1117 psia).

The maximum system pressure would occur with all three pumpsrunning on their design performance curves. Reference 3provides a hydraulic analysis for the system transientconditions, using the AFW System hydraulic model. The SLBInside Containment transient is analyzed with this pump

Page 10: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

A-r7-AcA".-_,---r Z S - -ra>91 - 7alc> - oc'04

- 2 -- £a 4

alignment for two conditions - no failures and MDAFP runoutprotection failure, which is a failure of one of the AF21 valvesto the full open position. The actual maximum pressure in aparticular SG supply line would occur for a failure of an AF21valve to the full closed position, which maximizes pressure inthe SG supply line that remains aligned to the associated MDAFP.This condition was not analyzed in Reference 3 as the parameterof concern was maximum total SG flow. As such, additional caseswere run with 11AF21 closed, to maximize pressure in the 12 SGsupply piping (Case A), and with 13AF21 closed, to maximizepressure in the 14 SG supply piping (Case B). For conservatismand simplicity, it was assumed that the remaining AF21 valvesare full open. In reality they would be throttled to maintainMDAFP discharge pressure; however, determining their position isan iterative and cumbersome process. Case 4 from Reference 3Proto-Flo database S-C-AF-MDC-0445-R3.DBD was modifiedaccordingly. The pressure in the underground piping is assumedto be that from the nearest upstream node in the model, whichare the tie-ins between the MDAFP and TDAFP discharges in theAuxiliary Building. The resulting pressures at these nodes are1259 psia (1244 psig) for 12 SG supply (Case A) and 1270 psia(1255 psig) for 14 SG supply (Case B). The Proto-Flo outputreports are included as Attachments 1 and 2, respectively.

During normal plant cooldown and startup, it is unlikely allthree AFW pumps would be running. Furthermore, the AF21s and/orAFlIs are manually throttled to control cooldown rate and/ormaintain SG level, which reduces the downstream pressure andthus the pressure in the buried piping. Therefore, thiscondition is bounded by the SLB transient condition with respectto pressure in the buried piping.

Auxiliary Feedwater System Testing:

MDAFP and TDAFP full flow testing to the SGs is performed perReferences 7 & 8 during each Refueling Outage. The highest pumpdischarge pressure occurs for the TDAFP test. The TDAFPdischarge pressure was originally base lined at 1250 psig in1998 (WO #960829007). Since then the TDAFP discharge pressurehas varied been between 1235 and 1248 psig. These pressures arebounded by the limiting SLB Case from above (Case B, 13AF21fails closed). Furthermore, similar to normal plant cooldownand startup, the AF21s and AFlls are manually throttled duringtesting to set the required flow, and so the pressure in theburied piping to 12 and 14 SGs would be even less. Therefore,full flow testing is bounded by the SLB transient condition.During quarterly surveillance testing (References 4-6), theAF21s and AFIls are closed, with flow going through therespective pump recirculation line, and thus is not applicableto this evaluation.

Main Feedwater Operation:

During normal plant operation, the MFW System provides flow tothe SGs, and the AFW System is isolated'from the SGs. Duringthis condition, there is a potential for back leakage throughthe AF23 stop check valves, which are located just upstream of

Page 11: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

AT-A~map~jr 2 S-7bD1 -71co- oc3,4

the AFW tie-ins to the MFW System. A leak check of these valvesis performed quarterly per Reference 9. Trending of past testresults finds no indication of significant leakage past thesecheck valves. Test results found AFW line pressures typicallyaround 25-30 psig with a MFW pressure of around 835-845 psig. Acouple exceptions were for the test on 8/30/09, where the 12AF23upstream pressure was 150 psig, and for the test on 3/1/10,where the 11AF23 and 12AF23 upstream pressures were about 115psig. If these couple results were an indication of actualleakage, the AFW line pressure was still significantly below theMFW line pressure. Thus, even if the MFW System flow was low,with corresponding higher system pressure, the resulting AFWline pressure with any leakage past 12AF23 would still be verylow compared to that with the AFW System in service.

CONCLUSIONS/FINDINGS:

The maximum potential pressure in the buried AFW piping duringan accident is 1259 psia (1244 psig) for 12 SG supply and 1270psia (1255 psig) for-14 SG supply. This occurs for a SLB InsideContainment transient with a single failure of an AF21valve .tothe closed position, at the maximum potential SG pressure. Forconservatism, the maximum operating line pressure in the buriedAFW piping is set at 1275 psia

REFERENCES:

1. P&ID 205236, Revision 54, Unit 1 Auxiliary Feedwater

2. P&ID 205203, Sheet 1, Revision 77, Unit 1 Main, Reheat &Turbine By-Pass Steam

3. S-C-AF-MDC-0445, Revision 3, Auxiliary Feedwater SystemHydraulic Analysis

4. Sl.OP-ST.AF-0001, Revision 15, Inservice Testing - 11Auxiliary Feedwater Pump

5. Sl.OP-ST.AF-0002, Revision 16, Inservice Testing - 12Auxiliary Feedwater Pump

6. Sl.OP-ST.AF-0003, Revision 38, Inservice Testing - 13Auxiliary Feedwater Pump

7. Sl.OP-ST.AF-0005, Revision 11, Inservice Testing AuxiliaryFeedwater Valves Mode 4-6

8. Sl.OP-ST.AF-0007, Revision 19, Inservice Testing AuxiliaryFeedwater Valves Mode 3

9. Sl.OP-ST.AF-0006, Revision 10, Inservice Testing AuxiliaryFeedwater Valves

10. UFSAR Section 10.4.7.2, Auxiliary Feedwater System; Section15, Accident Analysis

Page 12: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

A TICA x4cIr-{7,- 2 S, -7bD' I- 2o 10- cd)0-4 A P.

ATTACHMENTS

1. Case A Proto-Flo Ouput Reports: SLB Inside Containment with1lAF21 Failing Close

2. Case B Proto-Flo Ouput Reports: SLB inside Containment with13AF21 Failing Close

NOTE: The complete Technical Evaluation, including attachments,has been submitted to Records Management, Document Number70108698.

CO-PREPARER: Kevin King Date: See SAP

INDEPENDENT REVIEWER: Michael Crawford Date: See SAP

APPROVED: Alan Johnson Date: See SAP

Page 13: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

0aCMa- S- Tto1,- zoý,,Ic>- e -

R I op-44-ULTRASONIC THICKNESS EXAMINATION RECORD

Under Ground Aux Feed Water Pipe

NDE Lab Station Unit Outage Order # Procedure # Rev. Couplant Exam DateIType Batch

MISTRAS Salem 1 RFO# 20 60084266 IOU-AA-335-004 1 SONOTRACE 40 96243EXAMINATION AREA MATERIAL

Component I.D. System Location Fab. Isometric Elev. (Type/Spec) Dia. Size Component Type Surface Temp.

Aux. Feed Water Yard N/A 94' P-I 4" PIPE AMBIENTSEARCH UNIT DESCRIPTION EQUIPMENT WALL THICKNESS Size X Y

Brand Serial # Size Frequency Instr. Brand/type Serial # Nominal .875 Nom. T min. __,. _

PFanametric 0.312 5mhz PANAMETRICS 0,337 0.278 __A _ _

D 790RL 37 DL I PLUS

alibration Block # I SIN • 768i7' Calibration Block Temp. AMBIENTActual Effective initial Final0,100 0.100 0.100 0.100 CALIBRATION TIME0.200 0.200 0.200 0.200 Initial Calibration0.300 0.300 0.300 0.300 Calibration Check See pipe sketch for location of readings.0.400 0.400 0,400 0.400 Final Calibration Check0.500 0.500 0.500 0.500

alibration Block # 2 SIN Calibration Block Temp.Actual Effective Initial Final

Thermometer Serial # Cal. Due

Min. Max.

.IMITATIONS: Readings taken through rough surface. File Name Thickness ThicknessNIA

.Thickness readings taken at intersections of 1" grid.,OMMENTS: Grinding Was done to clean surface of AF13T rows 47 to 69.

Notified:

B. Montgomery

Attachmentx Yes No

PSE&G Review: Adam Burke Date: SNT-TC-1A LEVEL II

Page 14: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

Af 8i AF-9 AF-10

794' 6 3'

AFT-Top PipeAFU=BoUtow Pipe

3Suppolt

Red aCompleo

N -

<ý 6ý +ý

Page 15: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

Unit: Salem 1 RFO 20

IS[ ID. AFIT

Color Code: 0,000 to T-MIN

Date: 04111110 T-MIN= 0,278 87.5% Nom. Wall= Nom. Wall = 0.337

Lowest Reading 0.264 Highest reading 0,344

>T-MlIN tt, 87,5% l'~or Wall1 >87.5% Nom. Wall to Nom. Wall >Nom. Wall

A B C D E F G H I J K L M NA 0.271 0.278 0,298 0.273 0.273 0.280 0.323 0,304 0.287 0302 0.331 0,334 0.275 0.3132 0U271 0.280 0.333 0,301 0.266 0.284 0.322 0,291 0.309 0,298 0.291 0,306 0.319 0.2993 0,270 0314 0.333 0.271 0,268 02302 0.322 0,333 0.305 0.263 0,286 0.331 0.301 0,2964 0.311 0.285 0.288 0.297 0,268 0.265 0.276 0,307 0.301 0.284 0.292 0,284 0,308 0.3335 0.334 0.290 0.306 0.303 0,287 0.296 0.306 0.290 0,301 0,293 0.290 0.291 0.308 0.3046 0.334 0.285 0.289 0.306 0.270 0.297 0,292 0.301 0.303 0,281 0.288 0.291 0.300 0.3037 0U324 0.297 0.282 0.291 0.278 0.298 0.313 0.304 0.296 0,299 0.300 0.292 0,312 0,3018 0,296 0.298 0.293 0.290 0.275 0.298 0,318 0.302 0.287 0.291 0.292 0.290 0.291 0.2989 0.297 0.274 0.276 0.301 0.268 0.302 0.335 0,290 0.285 0.291 0.294 0.299 0.298 0.29a

10 0.319 0.277 0.280 0.329 0.287 0.295 0.335 0.319 0.311 0.306 0.297 0.309 0.332 0.28511 0.320 0.277 0.295 0.329 0.295 0.290 0.321 0.292 0.299 0.315 0.305 0.291 0.334 0.33312 0.320 0.278 0.295 0.328 0.284 0.273 0.326 0.293 0.289 0.286 0.296 0,298 0.309 0.30513 0,319 0.328 0.295 0.298 0.291 0.281 0.323 0.325 0.291 0287 0.294 0.298 0.290 0.28514 0.324 0.306 0.297 0.297 0,300 0.282 0.326 0.302 0.297 0.309 0.296 0.290 0.309 0.30415 0,289 0.338 0298 0.297 0.280 0.291 0.325 0.325 0.297 0.285 0,299 0.294 0.302 0.30916 0.285 0.322 0.298 0.271 0.286. 0282 0.288 0.286 0.290 0.286 0.297 0.289 0.290 0,32817 0.285 0,322 0.287 0.298 0.308 0,302 0.286 0.301 0.290 0.290 0.299 0.296 0,314 0,30218 0279 0.315 0.265 0.302 0327 0.290 0.293 0,302 0.291 0.301 0.305 0.278 0.315 0.29819 0296 0.287 0.282 0297 0.326 0.286 0 296 0.302 0.290 0.302 0.289 0,299 0.302 0.30420 0.295 0.288 0.290 0.302 0.289 0.279 0.328 0.289 0.304 0.285 0,294 0.336 0,304 0.27321 0.255 0.296 0.272 0.291 0.314 0.282 0.295 0.291 0.316 0.289 0.281 0,306 0.283 0.27322 0.337 0.286 0.301 0.299 0.289 0,281 0.293 0.291 0.316 0.282 0.274 0.304 0.309 0.29523 0-338 0.291 0.275 0.294 0,286 0.281 0.325 0.315 0.298 0.295 0.290 0.255 0.286 0.29124 0.313 0.275 0.302 0.312 0.285 0.281 0.325 0.315 0.294 0,280 0.291 0.298 0.338 0.295

25 0.335 0.307 0.301 0.324 0.287 0.277 0.294 0.316 0.322 0.293 0.280 0.289 0.321 0.27126 0306 0.304 0.305 0.329 0.286 0.280 0.295 0.316 0.323 0,304 0.282 0.298 0.322 0.27127 0.329 0.302 0.304 0.327 0.296 0.300 0.295 0.339 0.299 0.298 0.280 0.297 0.299 0,30128 0.301 0.301 0.273 0.332 0.298 0.306 0.296 0.302 0.299 0.301 0.292 0.279 0.321 0.30229 0.296 0.301 0.317 0.338 0.291 0.286 0.296 0.329 0.319 0.315 0.292 0.302 0.304 0.29830 0.270 0.284 0.278 0.298 0.296 0.269 0.299 0.341 0.316 0.325 0.290 0.298 0.308 0.29831 0.282 0.313 0.264 0.278 0.302 0.293 0.298 0.312 0.319 0,321 0.302 0.299 0.332 0.27032 0.298 0.281 0,280 0.280 0.309 0.290 0.331 0,311 0.320 0,303 0.300 0.316 0,279 0.28233 0.299 0.281 0.278 0.280 0.310 0.286 0,330 0.310 0.316 0,305 0,301 0.312 0.309 0.27034 0.305 0,312 0.278 0.283 0.312 0.278 0.331 0.309 0.317 0.302 0.296 0.302 0.307 0.28635 0.299 0.282 0.291 0.282 0.276 0.278 0.331 0,302 0.289 0,295 0,294 0.311 0.308 0.30836 0.293 0.310 0.297 0.280 0,299 0.311 0.296 0,329 0.292 0.294 0.272 0.286 0.306 0.28637 0.291 0.278 0,295 0.281 0.296 0.310 0294 0.327 0.287 0.295 0.293 0,283 0.294 0,33438 0.303 0,278 0.295 0.281 0.321 0.311 0.295 0.292 0.291 0299 0 299 0.300 0.281 0,29039 0.280 0.276 0,286 0.277 0.296 0.313 0.295 0.291 0.292 0.305 0.291 0.273 0.281 0.28340 0.267 0.278 0.282 0.274 0.296 0.291 0.295 0.293 0.291 0.278 0.299 0.273 0.283 0.28641 0.294 0.282 0.327 0.278 0.285 0.291 0.295 0.293 0.291 0.299 0.299 0.291 0.291 0.29342 0.306 0.284 0.296 0.281 0.289 0.322 0.292 0.291 0.304 0,290 0.291 0.281 0.314 0.28343 0.293 0.284 0,305 0.281 0.294 0.299 0.293 0.291 0.305 0.291 0.294 0.291 0.328 0,29144 0.293 0.290 0.290 0.283 0.296 0.298 0.291 0.293 0.303 0.294 0.336 0.288 0.319 0,29845 0.285 0,317 0.296 0.284 0.299 0,308 0.291 0.294 0.316 0.291 0,337 0.289 0.318 0.28946 0.283 0.315 0.272 0.287 0.298 0,332 0.282 0.296 0.320 0.291 0.289 0.292 0.297 0.29747 0.283 0.288 0.326 0.313 0,286 0.329 0.292 0.297 0.317 0.292 0.287 0.289 0.321 0,26948 0.306 0.279 0.315 0.283 0,289 0.331 0.283 0.297 0.304 0.292 0.286 0.291 0.323 0.28249 0.307 0.313 0.292 0.298 0,304 0.303 0.294 0,289 0.295 0,298 0.286 0.297 0.320 0.29750 0,291 0.276 0.289 0,282 0.305 0.330 0.293 0.285 0.316 0.291 0,286 0,280 0,318 0295

51 0.297 0.275 0.297 0.280 0.302 0.331 0.299 0.288 0.332 0.290 0.297 0.292 0.314 0,29852 0.292 0,276 0,296 0,279 0,291 0 322 0.295 0,287 C,344 0.295 0.293 0.289 0.274 0,29353 0.290 0.278 0.271 0.278 0.288 0.323 0.293 0.288 0.343 0.300 0.294 0.288 0,314 0,29554 0.289 0.279 0,300 0.278 0,286 0.328 0.286 0.289 0288 0.298 0,293 0,299 0.315 0.28555 0.289 0.295 0.271 0.277 0.289 0.323, 0.287 0.298 0.313 0,300 0.291 0.293 0,314 0.29156 0.286 0,297 0,274 0.277 0.297 0.298 0,290 0.291 0,312 0.301 0.293 0.293 0.317 0.29957 0.294 0.296 0.279 0.286 0.296 0.323 0.293 0.305 0.311 0.271 0.283 0.308 0.318 0.29458 0.293 0.336 0.279 0.290 0.287 0.298 0.290 0.326 0.298 0.271 0.282 0.310 0.316 0.29159 0.295 0.294 0.277 0.289 0.289 0.299 0.291 0.294 0.298 0.301 0.283 0.320 0.314 0.291.60 0.295 0.312 0.279 0.294 0.287 0.321 0.291 0.287 0.299 0,301 0,283 0.310 0.314 0,29861 0.295 0.315 0.298 0.279 0,298 0.321 0.291 0.287 0,299 0.300 0.280 0.280 0.311 0.297

Page 16: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

Unit: Salem 1 RFO 20

ISi ID. AFiB

Color Code: 0.000 to T-MIN

Date: 04111110 T-MIN= 0.278 87.5% Nom. Wall= Nom. Wall = 0.337

Lowest Re~aAoo.2Uy2 H:iigbest readino 0.356

>T-fvIN', to 87.5% Nomn Wall >87.5% Nom. Wall to Nom, Wall >Nom. Wall

234567

*89

10'111213141516

*17* 18* 19

202122232425262728293031323334353637383940414243444546474849

55:55;

55

A B C D E F G H I0.289 0,330 0.299 0.305 0.292 0.322 0.292 0.321 0.3420.289 0.311 0.315 0.303 0.288 0.296 0.300 0.349 0,3410,290 0.334 0.313 0.303 0.293 0.291 0.281 0.350 0,3150,288 0.305 0,298 0.279 0.330 0,288 0.335 0,317 0.3060.289 0.289 0.291 0.303 0.316 0.325 0,329 0.317 0.3320.277 0.298 0.294 0.289 0.313 0.320 0.355 0.326 0.3310.278 0.284 0.304 0.279 0.305 0.291 0.324 0.323 0,3290.319 0.280 0.299 0.314 0.296 0.317 0.281 0.297 0.2950.351 0.282 0.300 0.289 0.303 0.291 0.292 0.296 0.3330.306 0.316 0,285 0.297 0.309 0.283 0.291 0.330 0.3300.315 0.317 0,296 0.294 0.30B 0.309 0.341 0.306 0,3310.316 0.317 0.274 0.301 0.289 0.282 0.339 0.311 0,3320.292 0.291 0.284 0.303 0.309 0.282 0.322 0.283 0.3430.315 0.311 0.291 0,275 0.291 0.299 0.327 01283 0,3250.318 0.308 0.314 0.293 0.285 0.301 0,327 0.283 0.2920.318 0.306 0.342 0.298 0.283 0.302 0.329 0.310 0.3320,318 0.306 0.314 0.328 0.277 0.289 0.333 0,310 0.3380.317 0.305 0.313 ,55 0.301 0.299 0.333 0.282 0.3300.317 0.305 0.293 0.355 0.302 0,301 0.350 0.305 0.3300,277 0.291 0.340 0,307 0.315 0.304 0.340 0.326 0.3130.309 0.290 0.305 0.309 0.318 0.294 0.331 0.325 0,3100,314 0.296 0,287 0.305 0.318 0.305 0.321 0.328 0.3090,307 0,306 0.315 0.305 0.319 0,285 0.331 0.315 0.3320.300 0.291 0.319 0.299 0.290 0.317 0.292 0,312 0.3320.300 0.299 0.319 0.335 0.292 0.297 0.333 0.325 0.3320.300 0.297 0.298 0.292 0.296 0.297 0,329 0.328 0.3340.346 0.299 0.322 0.333 0,315 0.297 0.293 0.314 0.2930,290 0.296 0.323 0.325 0.306 0.297 0.294 0.293 0.3230.288 0.303 0,305 0.296 0.301 0.302 0.292 0,301 0.3220.327 0.310 0.302 0.290 0,301 0.301 0.313 0.295 0.2990.310 0.311 0.299 0,285 0.301 0.301 0,341 0,304 0.3340.312 0.339 0,302 0.299 0.303 0.296 0.307 0.304 0.3180.332 0.305 0.299 0.341 0,305 0.294 0.293 0.305 0.3240.313 0.331 0.295 0.291 0.292 0.298 0.308 0.304 0.3220.280 0.331 0.337 0.299 0.309 0.294 0.309 0.301 0.3240.288 0.337 0.303 0.305 0.310 0.295 0.334 0.298 0.3240,273 0.337 0.301 0.308 0.308 0,299 0.292 0.292 0.3260.312 0.305 0.302 0.292 0.308 0.296 0.329 0.282 0.3260.309 0,307 0.302 0.331 0.307 0.296 0.299 0.283 0.3250.293 0.289 0.301 0.323 0.307 0.294 0.319 0.284 0.3310.286 0.302 0.301 0.324 0.313 0.290 0.319 0.282 0.3330.284 0.317 0.307 0.322 0.312 0.288 0.317 0.324 0.3360.296 0.309 0.300 0.299 0,310 0.287 0.320 0.325 0.3240.291 0.302 0.300 0.299 0.314 0.287 0.315 0.303 0.3220.300 0.309 0.301 0.321 0,315 0.287 0.344 0.306 0.3190.302 0.331 0.303 0.325 0,297 0.280 0.342 0.339 0,3160.298 0.331 0.308 0,307 0.308 0,283 0.346 0.338 0.320

8 0.296 0,330 0,312 0.326 0.282 0.304 0.344 0.338 0.3339 0.290 0.332 0.311 0.294 0.286 0.341 0.328 0.345 0.3350 0.290 0.306 0.312 0,296 0.310 0.340 0.327 0.335 0.33:1 0.290 0.300 0.311 0.309 0.311 0.346 0.325 0.332 0.332 0.290 0.299 0.308 0,288 0.310 0,317 0.326 0.299 0.33:3 0.290 0.300 0,306 0,289 0.285 0.273 0,326 0,335 0.334 0.302 0.299 0.298 0.290 0.309 0.283 0,323 0,342 0.325 0.309 0.300 0.297 0.289 0.285 0.309 0.323 0.343 0.336 0.309 0.305 0.297 0.290 0.285 0.287 0,322 0.340 0.297 0.285 0.304 0.300 0.289 0.276 0.308 0.322 0,331 0.328 0.283 0.303 0.297 0.289 0.281 0.333 0.320 0.339 0.32

J K L0,317 0.294 0.3270.298 0.279 0.3280.297 0.312 0.3300,297 0.312 0,2940.294 0.322 0,3190.330 0.326 0.2930.300 0.278 0.3040.302 0.285 0.3250.301 0.340 0.3260.293 0.320 0.3020.303 0.340 0,3290.303 0,333 0,330.0.301 0.331 0.3330.301 0.331 0.3350,305 0.349 0.335

M N0.330 0.3220.329 0.3410.334 0.3360.294 0,296'0.293 0,3120,305 0.2990.326 0.3040,325 0.2950,329 0.2950,332 0.3180,339 0.3320.333 0.3290.332 0.3370,332 0.3370,294 0.2960.341 0.3070.338 0.3070.348 0.3070.347 0.3060.346 0,305

0.3050.3310.3340,3500.350

0.3490.3050.3060.3300.334

0.3340.3340.3510,3480,349

0,'336 0.332 0.351 0.342 0,305),350 0.330 0.344 0.340 0.3070.351 0.331 0.336 0.339 0.3070.331 0.332 0.338 0.339 0.3180.329 0.330 0.323 0.340 0.3270.336 0.322 0.347 0.340 0.2960.339 0.345 0.340 0.338 0.3320.336 0.329 0.340 0.337, 0.2950.342 0.343 0.346 0.335 0.3110.345 0.325 0.335 0.335 0.3110.319 0,307 0.325 0.335 0.3120.318 0.303 0.319 0.344 0.2940.342 0.303 0,305 0.347 0,2780,327 0.285 0.340 0.327 0.2900,327 0.334 0.299 0.317 0ý2810.320 0.305 0.302 0.317 0.2810.319 0,306 0.301 0.330 0.2810.319 0.324 0.306 0.317 0.2820.322 0.326 0.308 0.317 0.2820,322 0.339 0.307 0.313 0.2800.327 0.330 0.310 0.294 0,2740.324 0,327 0.314 0.311 0,2720.334 0.329 0.314 0.309 0.2980.339 0.326 0.313 0.313 0.298

I 0,329 0.315 0.318 0.313 0.3170,344 0.319 0.317 0.314 0.3180.290 0.354 0.298 0.315 0.315

1 0.290 0.335 0.328 0.312 0.3168 0.294 0.338 0.317 0.313 0.3172 0.332 0.337 0.320 0.314 0.3021 0.292 0.336 0,319 0.315 0.3062 0.308 0.334 0.320 0.326 0.305I 0.332 0.308 0.324 0,327 0.3079 0.298 0.353 0.295 0.297 0.3101 0.342 0.338 0.324 0.328 0.2912 0.342 0.335 0.325 0.326 0.3072 0.336 0.333. 0.325 0.326 0.3052 0.336 0.330 0.326 0.328 0.300

'9 0.284 0.302 0.297 0.292 0.277 0.294 0.323 0.320 0.319 0.336 0.328 0.329 0.327 0.312

t A 44

Page 17: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

Unit: Salem I RFO 20

IS] ID. AF2T

Color Code: 0.000 to T-MIN

Date: 04/11110 T-MIN= 0.278 87.5% Nom. Wall= Nom. Wall= 0.337

Lowest Reading 0.265 Highest reading 0.351

>T-uIW to 137.5%./ Norn Wall >87.5% Nom. Wall to Nom, Wall >Nom. Wall

A B C 0 E F G H I J K L M N1 0.306 0.284 0.268 0.325 0.305 0.316 0.297 0.278 0.315 0.286 0.283 0.317 0.315 0.2602 0.306 0.274 0,304 0.303 0.308 0.317 0.291 0.295 0.312 0,285 0,284 0.299 0.301 0.2933 0.282 0.284 0,315 0.304 0.300 0.302 0.299 0.295 0.290 0.289 0.285 0.275 0.305 0.2834 0.322' 0.299 0.315 0.306 0.304 0.316 0,292 0.318 0.302 0.290 0.285 0.303 0.297 0.3115 0.322 0.309 0.316 0.305 0.290 0.316 0.291 0.285 0.302 0.290 0.298 0.303 0.297 0.2986 0,297 07301 0.316 0.283 0.309 0.322 0.296 0.291 0.306 0.287 0.276 0.301 0.292 0.2947 0.294 0,305 0.307 0.284 0.309 0.302 0,297 0.295 0.283 0.290 0.276 0.298 0.292 0.3118 0,294 0.292 0.331 0.301 0.305 0.317 0.326 0.295 0.304 0.321 0.298 0.299 0.292 0.3049 0.276 0.300 0,293 0.275 0.292 0.317 0.290 0.290 0.290 0.290 0.317 0.299 0.292 0.307

10 0.275 0.304 0.302 0.275 0.285 0.317 0.290 0.266 0.294 0.290 0.305 0.271 0.291 0.30411 0.298 0.269 0.303 0.305 0.299 0.313 0.284 0.296 0.294 0.295 0.322 0.268 0.293 0.30412 0.311 0.299 0.304 0.283 0.302 0.319 0.281 0.297 0.299 0.307 0.285 0.305 0.291 0.31913 0.312 0.298 0.302 0.283 0.305 0.290 0.284 0.299 0.295 0.303 0.297 0.294 0.328 0.31914 0.311 0.319 0.329 0.301 0.305 0.290 0.283 0.314 0.292 0.298 0.291 0.332 0.304 0.27515 0.313 0.286 0.335 0,295 0.305 0.290 0.291 0.293 0.294 0.269 0.293 0.333 0.305 0.30616 0306 0.286 0.333 0.292 0.298 0.288 0.295 0,298 0.293 0.296 0.291 0.333 0.311 0.31417 0.330 0.289 0.332 0.291 0.305 0.287 0.293 0.309 0.298 0.293 0.302 0.292 0.289 0.29818 0.312 0.300 0.324 0.294 0.291 0.289 0.299 0.291 0.282 0.296 0.301 0,292 0.288 0.27719 0.311 0.305 0.324 0.285 0.291 0.288 0.301 0.298 0.281 0.298 0.297 0.301 0.310 0.26520 0.313 0.301 0.308 0.298 0.280 0.288 0.299 0.279 0.308 0.317 0.291 0.298 0.318 0.34921 0.311 0,313 0.345 0.291 0.290 0.287 0.299 0.305 0.299 0,319 0.330 0.299 0.318 0.32222 0.312 0.314 0274 0.291 0.291 0.288 0.296 0.298 0.298 0.317 0.305 0.315 0.319 0.29423 0.325 0.313 0.286 0.296 0.296 0.287 0.297 0.265 0.297 0.281 0.284 0.318 0.299 0.30124 0.303 0.312 0.285 0.291 0.274 0.286 0.298 0.267 0.319 0.269 0.315 0.308 0.294 0.29625 0.304 0.322 0.286 0.292 0.274 0.287 0.299 0.267 0.318 0.299 0.306 0.294 0.292 0.32426 0.313 0.323 0.285 0.292 0.272 0.291 0.301 0.301 0.297 0.305 0.305 0.329 0.292 0.32427 0,325 0.292 0.285 0.304 0.272 0.290 0.288 0.302 0.288 0.299 0,326 0.320 0.289 0.29528 0.315 0.286 0.276 0.299 0.298 0.294 0.321 0.313 0.287 0.277 0.316 0.319 0.308 0.34029 0.311 0.283 0.275 0.305 0.290 0,290 0.298 0.301 0,293 0.304 0.318 0.311 0.307, 0.31030 0.315 0.298 0.313 0.327 0.304 0.305 0.294 0.301 0.306 0.268 0.289 0.293 0.283 0.33331 0.315 0.300. 0.298 0.280 0.291 0.301 0.296 0.298 0.301 0.299 0.290 0.290 0.291 0.31032 0.317 0.299 0.275 0.279 0.291 0.299 0.292 0.325 0.316 0.337 0.289 0.309 0.296 0.31233 0.317 0.299 0.292 0.280 0.292 0.293 0.291 0.331 0.299 0.308 0.345 0.322 0.296 0.29034 0.300 0.304 0.289 0.279 0.288 0.297 0.298 0.298 0.287 0.308 0.344 0.338 0.293 0,29335 0.298 0.310 0.298 0.309 0.289 0.298 0.286 0.308 0.287 0.301 0.299 0.337 0.292 0.29836 0.299 0.314 0.321 0.282 0.288 0.278 0.283 0.292 0.288 0.293 0.344 0.339 0.318 0.31837 0.299 0.326 0.295 0.292 0.288 0.276 0.285 0.298 0.285 0.311 0.301 0.301 0.3i8 0.30038 0.302 0.327 0.307 0.272 0.294 0.291 0.282 0.273 0.285 0.306 0.347 0.301 0.327 0.29739 0.298 0.318 0.306 0.272 0.272 0.285 0.284 0.318 0,287 0.339 0.350 0.301 0.289 0.29540 0.299 0.320 0.310 0.305 0.292 0.287 0.284 0.317 0.287 0.276 0.308 0.292 0.339 0.29241 0.320 0.318 0.299 0.293 0.293 0.288 0.315 0.314 0.289 0.278 0308 0.295 0,326 0.29342 0.319 0.318 0.275 0.296 0.297 0.289 0.318 0.297 0.291 0.279 0.280 0.302 0.295 0,308

43 0.302 0.312 0.277 0.332 0.287 0.290 0.314 0.296 0.290 0.298 0.310 0.303 0.295 0.29144 0.285 0.302 0.274 0.289 0.269 0.313 0.314 0.338 0.298 0.291 0.311 0.278 0.296 0.30845 0.347 0.314 0.286 0.298 0.312 0.290 0.290 0.301 0.320 0.322 0.329 0.275 0.290 0.33046 0.287 0.312 0.278 0.291 0.289 0.290 0.290 0.299 0.320 0.325 0.295 0.269 0.290 0.31247 0.286 0.310 0.280 0.290 0290 0.290 0.268 0.291 0.315 0.293 0.296 0.271 0.284 0.31548 0.286 0.307 0.298 0.290 0.294 0.290 0.269 0.299 0.314 0.268 0.291 0.271 0.288 0.31249 0.322 0.308 0.331 0.294 0.302 0.290 0.310 0.318 0.307 0.322 0.291 0.309 0.290 0.31250 0.313 0,313 0.331 0.307 0.300 0.290 0.309 0.287 0.308 0.296 0.338 0.311 0.297 0.31251 0.304 0.307 0.293 0.279 0.300 0.281 0.269 0.320 0.306 0.299 0.305 0.320 0.290 0 35152 0.316 0.335 0.293 0.279 0.300 0.280 0.300 0.293 0.306 0.299 0.276 0.313 0.298 0.303

53 0.335 0.303 0.299 0.279 0.301 0.291 0.300 0.298 0.307 0.298 0.277 0.305 0.267 0.29554 0.303 0.333 0.302 0.280 0.305 0.291 0.298 0.292 0.307 0.288 0.275 0.293 0.314 0.29055 0,300 0.307 0.300 0.273. 0.298 0.331 0.302 0.297 0.308 0.311 0.268 0.291 0.290 0.30556 0.300 0.308 0.300 0.274 0.301 0.314 0.299 0.297 0.307 0.291 0.292 0.279 0.300 0.31157 0.287 0.296 0.298 0.276 0.341 0.284 0.267 0.297 0.307 0.294 0.292 0.280 0.325 0.32758 0.308 0.331 0.297 0.275 0.295 0.285 0.267 0.298 0.307 0.318 0.312 0.299 0.330 0.30659 0.308 0.296 0.295 0.296 0.298 0.289 0.267 0.298 0.307 0.335 0.325 0.297 0.303 0.30460 0.286 0.335 0.295 0.312 0.298 0.290 0.268 0.301 0.306 0.280 0.329 0.294 0,331 0.30361 0.285 0.332 0.297 0.287 0288 0.290 0.268 0.308 0.329 0.304 0.298 0.320 0.296 0.303

62 0,'45 ý 0.332 0,295 0.286 0,287 0.291 0.265 0.290 0.328 0.290 0.342 0.319 0.332 0,30363 0-296 0.332 0.295 0.293 0.294 0.296 0.268 0.300 0.328 0.287 0,316 0.317 0.306 0.29964 0.318 0,332 0.295 0,293 0.314 0.289 0.272 0.296 0.330 0,339 0.298 0.301 0.309 0,29665 0.318 0.334 0,289 0.280 0,291 0.289 0.290 0.292 0,331 0.296 0.278 0.332 0.302 0.29866 0,329 0.335 0.290 0.280 0.299 0.270 0.288 0.306 0.332 0.314 0,280 0.318 0.327 0.30367 0.328 0.326 0.290 0,292 0 298 0.290 0,288 0.327 0.336 0.295 0.280 0.320 0,324 0.307

.115 q +ý

Page 18: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

Unit: Salem 1 RFO 20

ISI ID. AF2T

Date: 04)11110 T-MIN= 0.278 87.5% Nom. Wall= Nom. Wall= 0.337

Lowest Reading 0.265readn 0351

Color Code: 0.000 to T-MIN >1 -VIlN 1,C) Non,, >87.5% Nom. Wall to Nom. Wall >Nom. Wall

F

68697071727374757677

A0.3250.3280.3270,3280.3260.3260.3260,3270.3270.328

B C D E0.325 0.201 0.286 0.2980.326 0.290 0.278 0.2980.327 0,290 0.278 0.2920.327 0.288 0.290 0.2910.327 0,290 0.289 02920.326 0.290 0.275 0.2930.327 0.291 0.275 0.2980.326 0.290 0.273 0.3200.326 0.297 0.271 0.3200,326 0.297 0.267 0.320

F0.2720.2720,291

0.2690.2700.2690.269

0.2890.2700.289

G0,2870.2900,2900.3170.3160,3140.2840.2790.2.780.279

H0.3270,3270,3040.2940.2940.2940.2950.2960.2690,296

i J0,304 0.2770.310 0.3070.328 0,3060,345 0.3030.296 0,2790.327 0.2800.297 0.2890,291 0.2830.292 0.3030.292 0,298

K L M N0.280 0.320 0.327 0,3090.282 0.318 0.332 0,3080.320 0.317 0.334 0.3060.320 0.317 0.331 0.3030.319 0.314 0.318 0,3030.319 0.314 0.325 0.3020.318 0,316 0.349 0,3100317 0,318 0.348 0.3070.317 0,316 0.348 0.3080.317 0.316 0.348 0.305

p 44

Page 19: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

Unit: Salem I RFO 20

tSI ID. AF2B

Color Code: 0.000 to T-MIN

Date: 04111/10 T-MIN= 0.278 87.5% Nom. Wall= Nom. Wall = 0.337

Lowest Reading 0.280 Highest reading 0.371

>T.MIN t., 87,.5%, Nom Will >87.5% Nom, Wall to Nom. Wall >Nom. Wall

A a C D E F G1 0.280 0.327 0,295 0.314 0.341 0.291 0 3042 0.298 0.311 0.296 0.305 0.359 0.282 0.3233 0.305 0.294 0.283 0.301 0,363 0.363 0.2824 0.321 0.310 0.285 0.321 0.315 0.302 0,3335 0.325 0.320 0.357 0.331 0,324 0.305 0.3256 0,325 0.345 0,357 0.335 0.320 0.302 0.3247 0.322 0.328 0.338 0.333 0.328 0.311 0.3228 0.320 0.338 0.334 0.348 0.330 0.355 0.3049 0.320 0.360 0.328 0.347 0,324 0.355 0.303

10 0.327 0.337 0.328 0.348 0.328 0.316 0.29511 0.331 0.328 0,330 0.347 0,311 0.327 0.29612 0.328 0.318 0.328 0.304 0.318 0.316 0,33713 0.317 0.316 0,328 0.330 0.351 0.326 0,36514 0.300 0.351 0.352 0.325 0.320 0.323 0.34015 0.290 0.332 0.329 0.349 0,324 0.324 0.34016 0.322 0.339 0.334 ,0.349 0.321 0,315 0.311

17 0.304 0334 0,333 0.365 0,319 0.322 0.30218 0,319 0.342 0.332 0.326 0.321 0324 0.30719 0.315 0,326 0.331 0.322 0.318 0.323 0,30920 0.308 0.329 0.354 0.328 0.319 0.320 0,31121 0.314 0.342 0.348 0.315 0.310 0.319 0.37022 0.311 0.327 0.339 0.315 0.363 0.320 0.35023 0.306 0.335 0.336 0.297 0.348 0.322 0.29824 '0.302 0.342 0.301 0.295 0.337 0.307 0,29425 0.302 0.314 0.336 0.330 0.331 0.306 0,29726 0.333 0.318 0.339 0.296 0.335 0.323 0.286

27 0.343 0.324 0.308 0.368 0.327 0.323 0.38028 0.318 0.292 0.302 0.317 0.333 0.324 0.362

H I J0.352 0.321 0.3550.345 0.340 0.3460.333 0.336 0.340

K L M N0.321 0.333 0339 0,3360.354 0.323 0.341 0.3360.336 0.357 0.335 0.325

0.330 0.334 0.332 0.339 0.332 0.330 0.3270,352 0.338 0.320 0.333 0.330 0.319 0.3260.355 0.336 0,318 0.332 0,334 0.329 0.3300.339 0.294 0.324 0.339 0.333 0.329 0.3570.351 0.292 0.321 0.322 0.331 0.318 0.3250.335 0.354 0.320 0.344 0.330 0.329 0.3160.360 0.365 0.343 0.356 0.330 0.318 0.3170.360 0.338 0.313 0.334 0.340 0.332 0.3160.356 0.337 0.312 0.326 0.330 0.340 0.3220.349 0.334 0.325 0.326 0.333 0.335 0.3270.308 0.334 0.336 0.339 0.304 0.335 0,3410.316 0U334 0.336 0.329 0.355 0.337 0,3390.315 0.313 0.339 0,346 0.310 0.338 0.345

0.323 0,313 0.341 0.344 0.311 0.339 0.3410.322 0.319 0.338 0.332 0,331 0.351 0,3530,316 0.321 0.341 0.360 0.331 0,325 0.3480.326 0.345 0.342 0.308 0.332 0.306 0.342

0.313 0.340 0.344 0.306 0.333 0.360 0.3600.318 0,302 0.337 0.345 0.332 0.317 0.3380.290 0,300 0.340 0,289 0.334 0,323 0.3390.336 0.353 0.345 0,306 0.335 0.323 0.339

2930313233343536373839404142434445464748495051525354555657585960

.61

626364656667

0.357 0.338 0.300 0.3130.306 0,343 0.325 0.3420.307 0.325 0.359 0.3330,313 0.324 0.297 0.3310.322 0.364 0.299 0.3330.298 0.370 0.370 0.3210.320 0.304 0,305 0,3050,328 0,338 0.311 0.3290.321 0.333 0.311 0.3210.331 0.303 0.316 0.3220.348 0.330 0.317 0.2820.336 0.303 0.298 0,2850,330 0.348 0.284 03380.305 0.351 0.297 0.3370.302 0.314 0.320 0.3330.322 0,363 0.313 0.3000.315 0,304 0.311 0.3500.3190,304 0.312 0.3320.309 0.295 0.311 0.3320.297 0.342 0.331 0.3570.292 0.310 0.331 0.3140,296 0.314 0.331 0.3470.356 0.313 0.330 0.3100.341 0.351 0.331 0.3060.296 0.352 0,328 0.2920.321 0.301 0.330 01.2920.290 0.301 0.315 0.3490.319 0.296 0.318 0.3490.330 0.334 0.289 0.340,309 0,288 0,315 0,3010.342 0.283 0.314 0,301

0 0.314 0.282 0.332 0.33l0.313 0.283 0.327 0.33"

2 0.293 0.293 0.352 0.290,297 0.299 0.362 0.32.

4 0.349 0.328 0,330 0.325 0.297 0.325 0.326 0.316 0,324 0.326 0.328 0.317 0.320 0.328 0.355 0.31

0.320 0.292 0.3140.334 0.316 0.2930.336 0.329 0.3520.331 0.320 0.3430.328 0.331 0.3260.339 0.333 0.3230.289 0.309 02910.331 0.355 0.2860.335 0.359 0.2920.360 0.353 0.326

0.335 0.346 0.341 0.305 0.332 0.350 0,3460.335 0.345 0.325 0.335 0.329 0.316 0.3380.331 0.345 0.359 0.328 0.321 0,316 0.3310.331 0.339 0.342 0.348 0.333 0.340 0.323

0.318 0.337 0.336 0.330 0.322 0.337 0.3380.318 0.351 0.365 0.332 0.354 0.354 0.3380.353 0.351 0.345 0.354. 0.352 0.355 0.3310.315 0.317 0.334 0.350 0.352 0.343 0.3370.323 0.318 0.330 0.350 0,356 0,340 0,3420,319 0.319 0,328 0,350 0352 0.341 0.3340,317 0.323 0.325 0U340 0,340 0.341 0,3250315 0.325 0,327 0.339 0.338 0.347 0.3180.317 0.325 0.327 0.353 0.333 0.338 0,3190.320 0.322 0.324 0.331 0.329 0.348 0.330

0.351 0.313 0.319 0,320 0.3230.333 0U307 0.353 0.3230.357 0.306 0.345 0.3220.324 0,310 0.340 0.3350.326 0.308 0.333 0.3510.317 0.309 0.332 0.3290.322 0.341 0.330 0.3360.322 0.322 0.330 0.3430.324 0.343 0.331 0,3330.365 0.365 0.331 0.3290.341 0,365 0.333 0.3670.298 0.301 0.333 0.3370.348 0,301 0.323 0.2950,348 0.303 0,321 0.3210,349 0,308 0.325 0.320

2 0,365 0.313 0.326 0,3199 0.362 0.315 0.323 0.3199 0.332 0,320 0.334 0.3247 0.301 0.322 0.318 0.3208 0.354 0.321 0U316 0.3198 0.330 0.330 0.317' 0.321.8 0.352 0,332 0.317 0.353

0.3230,3210.3210.3420.3640.3540.3430.3420.3420.3380.331

0.350 0.334 0.346 0.349 0.3320.349 0.343 0.342 0.335 0.3360.350 0,345 0.334 0.336 0.3350.347 0.332 0.337 0.341 0.3330.345 0.324 0.351 0.330 0.3390.366 0.3`32 0.342 0.329 0.3440,363 0.345 0.335 0.331 0.3540.365 0.345 0.351 0.345 0.331v,371 0.329 0,355 0.336 0.3260.334 0.330 0.340 0.335 0.3350.331 0.325 0,337 0.356 0.3190.342 0.325 0.332 0.322 0.339

0U349 0,342 0.325 0.356 0,324 0.3400.364 0.3370.334 0,3340.335 0,3550.333 0,3360.337 0.3350.332 0.3360.332 0.3470.333 0.3460.338 0.330

0,318 0.321 0.324 0.3450321 0.340 0.320 0.3470.323 0.339 0.337 0.3500.325 0.342 0,336 0,3440.322 0.340 0.335 0.3420.322 0.342 0.335 0.3470.356 0.339 0.329 0.3610.317 0;330 0.336 0.3600.324 0.325 0.327 0.346

7 0.295 0,322 0.324 0.327 0.367 0.361 0.320 0.327 0.329 0.3488 0.304 0.339 0.325 0.335 0.365 0,343 0.332 0.358 0.364 0.3385 0.304 0.327 0.317 0.340 0.315 0.342 0.329 0.354 0.340 0.3878 0.304 0.330 0.295 0.338 0.313 0.355 0.317 0.352 0.347 0.3597 0.294 0.326 0,298 0:334 0.337 0355 0.318 0.338 0.342 0,3443 0.295 0.321 0,297 0,339 0.336 0.356 0.320 0.337 0.336 0,3415 0.315 0.323 0.352 0.309 0.333 0.345 0.335 0338 0.324 0.345

1 1, + ý

Page 20: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

Unit: Salem 1 RFO 20

ISI ID. AF2B

color Code: 0,000 to T-MIN

Date: 04/11110 T-MIN= 0.278 87.5% Nom. Wall= Nom. Wall = 0,337

Lowest Reading 0,280 Highest reading 0.371

>T-M1N In m~ S4~oin' WVL,1 >87.5% Nom. Wall to Nom. Wall >Nom, Wall

6869707172737475

A

0.3310.322

0,3050.314

0.3110.2980,3050,302

0.3270,3260.3170.3160.3530.3190.3100.336

0.3390.3010.3000.3000.3010.2990.3610.312

U

0.3260.3690.3160.3150.3160.3260.3210.318

0.3400.3120.3330.3580.3600.3360,3340.326

F G H 10.325 0,356 0.299 0,3320.295 0.342 0.325 0.335

0.342 0.330 0U327 0.3390.341 0.331 0.299 0.3450.336 0.287 0,324 0.3520.336 0,286 0.319 0,3540.346 0.298 0.319 0.3430.334 0.297 0.320 0.349

J K0.345 0.3280.343 0.3570.323 0.3340.321 0.3300.340 0.3390,366 0,3380.336 0.3430,320 0.335

L0,3300.3340.3360.3410.3320.3390.3350,333

M

0.334

0.332

0.341

0.334

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0.331

0.334

0.333

N0.3470.3580.3550.3500.3500.3450.3470.339

<6 A ýý

Page 21: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

Z

Unit: Salem I RFO 20

ISI ID. AF3T

Color Code: 0.000 to T-MIN

Date: 04111/10 T-MIN= 0.278 87.5% Nom. Wall= Nom. Wall = 0.337

Lowest Reading 0.267 Highest reading 0.344

>T-.MIN to 87.5% Norn Wall >87.6% Nom. Wall to Nom. Wall >Nom. Wall

*1

23456789

10111213141516171819202122232425262728293031323334353637383940414243

444546474849

50

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A a C D E F G0.331 0.298 0.278 0.280 0,271 0,294 0.2900,338 0.294 0.301 0.272 0.289 0,293 0.3010,320 0.307 0322 0.297 0.274 0.291 0.3290.307 0.300 0,302 0.296 0.279 0.291 0,3140.308 0.319 0,327 0.287 0.278 0.288 0.3060.307 0.319 0,322 0.270 0.270 0.288 0.2980.322 0.317 0.322 0.299 0.291 0,284 0.2830.326 0.303 0.325 0.315 0.289 0,284 0.2990.',4'1 0.302 0,318 0.306 0.305 0,287 0.3180.333 0.302 0.303 0.286 0.281 0.286 0.3030.328 0.300 0.307 0,283 0.286 0.301 0.3110.305 0.302 0.306 0.291 0,317 0.301 0,2970.338 0297 0.305 0.293 0.317 0,297 0,2950,305 0.296 0.301 0.286 0.305 0.296 0.3020.306 0,298 0.309 0,286 0,283 0.296 0.3210.327 0.296 0.308 0.324 0.325 0.296 0.3210.324 0.336 0.320 0.320 0.296 0.324 0,2970.324 0.336 0.309 0.326 0.313 0.326 0.3240,314 0.336 0.304 0.315 0.311 71344, 0.2910.315 0.336 0.309 0.317 0.280 0 $44 0.2860.302 0.325 0.316 0.315 C.279 0.327 0.2830.309 0.334 0.338 0.333 0.283 0.317 0.281

H I J K0.332 0.323 0.297 0.3060,332 0.300 0.325 0.2810,333 0.299 0.306 0.2890.332 0.297 0.337 0.3020.302 0,322 0.308 0.3020.331 0.297 0.306 0.2990.308 0.305 0.306 0.299

.0.269 0.303 0.319 0.3020.311 0.328 0.315 0,2990,307 0.333 0.338 0.2990.297 0,320 0.313 0.3160.292 0.289 0.301 0.3050.292 0.337 0.313 0.3230.298 0.303 0.303 0.3220.299 0.305 0.304 0.2980.301 0.309 0.298 0.3090.302 0,302 0.298 0.3080.297 0,323 0.308 0.301

L M N0.307 0.327 0.2980,337 0.306 0.3050.291 0.309 0.3020.309 0303 0.3060,321 0.274 0.3400.306 0.314 0.300.307 0.305 0.324

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5

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I q4

Page 22: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

Unit: Salem I RFO 20 Date: 04/111110 T-MIN= 0.278 87,5% Nom. Wall= Nom. Wall = 0.337

ISIID._ AF3B Component ID. Lowest Reading 0.294 Highest reading 0.369

Color Code: 0.000 to T-MIN >T-MIN tr; 87.31,' Ncnrr, Wazll >87.5% Nom. Wall to Nom. Wall >Nom. Wall

2

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Page 23: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

QjILL Salem I RFO 20 Date: 04113/10 T-MIN= 0,278 87,5% Nom. Wall= Nom. Wall= 0.337

ISI ID. AF4T Component ID. Lowest Reading 0.260 Highest reading 0.356

Color Code: 0.000 to T-MIN >"r-mIN to 87L5% Ncgn Wail >87.5% Nom. Wall to Nom. Wall >Nom, Wall

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0.332 0.350 0.342 0.290 0.2870.291 0,352 0.315 0.318 0.2900.330 0.321 0.317 0.283 0.3270.311 0.285 0.320 0.323 0.2890.304 0.290 0.351 '0.288 0.3070,300 0,291 0.346 0,319 .0,3270.321 0.321 0.316 0,293 0,2930.335 0.289 0.340 0.320 0,31,30.319 0.319 0.316 0.314 0.2810.315 0.287 0.322 0.287 0.3190.317 0.293 0.353 0.282 0.3170.315 0.297 1) 0.279 0.321

0,299 0.302 0.2980,292 0.302 0.2970.276 0.316 0.2980.280 0.313 0.3390.265 0.325 0.3020.274 0.317 0.3080.275 0,285 0.2920.282 0.288 0U3090.290 0.318 0.3130.285 0.321 0.3300.283 0.320 0.3050.267 0.292 0.323

0.306 0,327 0.300 0.315 0.305 0,3180,311 0,331 0.281 0.304 0.290 0.3170.312 0.304 0.290 0.310 0.284 0.3160.3140.3170.3180.3010.2770.29?0.3090.2880.284

0,302 0.318 0.329 0.287 0.3110.307 0.312 0.288 0.288 0.3130.311 0.280 0,329 0.292 0.3120.315 0.283 0,310 0.290 0,3210.304 0.329 0,295 0.289 0,3220.342 0,302 0.294 0.299 0,3040.306 0.315 0.290 0,294 0.3280.322 0.315 0.308 0.268 0.3030.330 0.339 0.310 0.288 0,302

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Page 24: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

Unit: Salem I RFO 20 Date: 04113/10 T-MIN= 0.278 87.5% Nom. Wall= Nom. Wall = 0.337

ISIID. AF4T Component ID. Lowest Readingi 0.260 Hicihest recadiýý.-0.3M5

Color Code: 0.000 to T-MIN ';TM/N to 87.5% Nom Wall >87.5% Nom. Wall to Norm. Wall >Nom. Wall

68697071727374757677787980

A B C0.315 0.290 0.3360.325 0.290 0,3320.312 0.354 0.3320.327 0.326 0.3320.321 0.326 0.3240.325 0.350ý 0,3470,323 0.332 0.3140.321 0.309 0.3080 344 0.309 0,2810.349 0.335 0,3100,347 0.354 0.3090.347 0.356 0.2780.347 0.294 0.299

0 E0.315 0.2730,292 0.2730.300 0.2940.303 0.2830.307 0.2790.288 0.3050,273 0.2740.307 0.2710.318 0.3080.324 0.2970,325 0285

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Page 25: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

Unit: Salem 1 RFO 20 Date;_• 04111/10 T-MIN= 0,278 87.5% Norn. Wall= Nom. Wall= 0.337

Lowest Reading 0.272 HFlghest readirL__0.2-ISI ID. AF4B Component ID.

Color Code: 0.009 to T-MIN >T-j'VIN to 87,551 Horn Wall >87.5% Nom. Wall to Nom. Wall >Nom. Wall

1234

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0.308 0.339 0.333 0.328 0.3020.305 0.321 0.319 0.303 0.3000.305 0,298 0.324 0.293 0.3070,304 0,309 0.325 0.313 0.3040.303 0,332 0.328 0.311 0.3060.306 0,306 0.342 0.302 0.3250.289 0.299 0.311 0.337 0.2990.318 0.298 0.310 0.326 0.3070.315 0.338 0.312 0.330 0.3080.326 0.298 0.318 0.306 0.2860.318 0.292 0.316 0.309 0.291

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62 0.308 0.300 0.2816364656667

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)ý ý 4

Page 26: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

Unit: Salem i RFO 20 Date: 04/11t 0 T-MIN= 0.278 87.5% Nom. Wall= Nom. Wall= 0.337

LwLpest Reading 0,272 Highest reading 0.362ISI ID. AF4B Component ID.

Color Code: 0.000 to T-MIN >T-Miq fu11.5 Non) Wall >87.5% Nom. Wall to Norm. Wall >Nom. Wall

68

6970717273747576777879808182

A B C D E F0.302 0.305 0,317 0.346 0ý302 3.3090.344 0.351 0,319 0.312 0,301 0.3140.346 0.351 0.305 0.292 0.284 0.3280.345 0.295 0.302 0.292 0.289 0.2980.301 0.291 0.302 0,290 0.318 0.2890,299 0.281 0.295 0.276 0.322 0.3080.302 0.283 0,289 0.277 0.323 0.3120.296 0.294 0.282 0,320 0,320 0,3110.308 0.281 0.310 0,306 0,320 0.3160.309 0.279 0.309 0.310 0.336 0.2810.311 0.295 0.315 0.285 0.333 0.3030.281 0.286 0.313 0.275 0.330 0.2870315 0.288 0.313 0.285 0.328 0.2890.286 0.303 0.310 0.289 0.328 0.3160.289 0.303 0.310 0,327 0.328 0.320

G H I J0338 0.276 0,311 0.3000.315 0U275 0.337 0.3080,337 0.309 0.314 0.3100.325 0.298 0.307 0,3290.298 0.298 0.322 0.3270.300 0.289 0.308 0.3250.306 0.285 0.326 0,2970.308 0.280 0.325 0.3020.324 0,293. 0.302 0,2980.293 0.301 0.329 0.3060,317 0.328 0.293 0.3290.318 0.327 0.304 0.3260317 0.323 0.323 0.3050.314 0.322 0.300 0.3010.339 0.316 0.294 0,313

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Page 27: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

Unit: Salem I RFO 20 Date: 04/11110 T-MIN= 0.278 87,5% Norm. Wall= Nom. Wall = 0.337

ISI ID. AFST Component 1D. Lowest Readina 0,198 Highest reading 0A35,4

Color Code: 0.000 to T-MIN >T-IVIN to N7.5% otlm Wall >87-5% Nom. Wall to Nom. Wall >Nom. Wall

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10 0.305 0.319 0,298 0.289 0.271 0.273 0.282 0,339 0.351 0.287 0,298 0.268 0,265 0.27111 0.302 0,311 0.302 0,265 0.296 0.269 0.282 0.305 0,334 0.287 0.305 0.267 0.264 0.28912 0.309 0,310 0.328 0.265 0.305 0.271 0.279 0305 0335 0.282 0.301 0.305 0,289 0.28713 0.341 0309 0.299 0,294 0.269 0,268 0.279 0.304 0.336 0.273 0311 0.311 0.310 0,28714 0.289 0.337 0.286 0.298 0.270 0.271 0,276 0.294 0289 0.273 0 305 0296 0.326 0,28415 0.280 0.294 0.285 0.336 0.302 0.287 6,280 0,292 0.311 0,297 0.298 0.321 0,333 0.302

16 0,311 0.330 0.198 0,323 0.301 0,271 0.322 0.285 0,289 0.305 0,300 0,311 0,308 0.28917 0.317 0.303 0,291 0.299 0.297 0.280 0.323 0.285 0.274 0.264 0.301 0.348 0.307 0.28118 0.285 0.304 0.292 0.299 0.298 0.279 0.323 0,284 0.292 0.286 0.261 0.346 0.309 0.26419 0.271 0.305 0.306 0.272 0.299 0.304 0.282 0,278 .0,340 0.285 0.276 0347 0.308 0.26320 0.283 0.303 0.299 0.299 0.313 0.304 0.282 0.304 0,315 0.267 0.281 0.286 0.305 0.29821 0.284 0,307 0.291 0.285 0.311 0.315 0,347 0.311 0.341 0.303 0.280 0.287 0.276 0.26922 0.271 0.325 0.292 0.289 0.310 0.314 0.284 0.313 0,340 0.301 0.310 0,317 0.276 0,26023 0.313 0.303 0.288 0.263 0.337 0.314 0.267 0.298 0.318 0.301 0,310 0.316 0.308 0.26724 0.303 0.303 0.267 0.263 0.309 0.267 0.265 0,299 0.297 0.302 0.309 0.317 0.275 0.26525 0.302 0.334 0.290 0.291 0.306 0,291 0.289 0.262 0.289 0.283 0.294 0.310 0.276 0.26126 0.325 0.312 0.268 0.323 0.298 0.291 0.287 0.288 0.312 0.300 0.293 0.311 0.308 0.27827 0.293 0.283 0.288 0.316 0.276 0.267 0.285 0,285 0.312 0.299 0,301 0.311 0.264 0,32628 0,291 0.283 0.289 0.299 0.272 0.296 0.278 0.354 0.273 0.297 0.321 0.305 0.263 0.29929 0.266 0.321 0.287 0.285 0.265 0.295 0.279 0.351 0.275 0.301 0.323 0,312 0.280 0.28930 0.289 0.270 0.262 0.327 0.298 0.296 0.299 0.273 0.278 0.311 0.314 0.299 0.337 0.27131 0.265 0.321 0.289 0.328 0.294 0,266 0.292 0.321 0.281 0.314 0.322 0.274 0.262 0.29532 0.281 0.294 0:265 0.295 0.292 0.275 0.323 0,325 0.283 0,322 0,320 0.318 0.302 0.29933 0.287 0.296 0.265 0.298 0.297 0.336 0.322 0,295 0.273 0,314 0.312 0.319 0.291 0.30034 0.291 0,318 0.329 0.298 0.311 0.322 0.278 0.343 0.278 0 314 0.309 0.319 0.315 0.29935 0.306 0.317 0.302 0.298 0,300 0.339 0.278 0.307 0.282 0,318 0.308 0.284 0.272 0,30036 0.302 0.317 0,305 0.278 0,270 0.270 0.277 0.343 0,329 0.342 0.315 0.277 0.270 0.27837 0.323 0,292 0.277 0.320 0,270 0.330 0,300 0.343 0,306 0.342 0.292 0.299 0.292 0.28038 0.266 0.293 0.299 0.319 0,298 0.296 0.291 0.299 0.307 0.342 0.317 0.273 0.289 0,27939 0.302 0.264 0.277 0.329 0.296 0.308 0.297 0.302 0,277 0.342 0.312 0.337 0.289 0.28640 0.301 0,284 0,275 0.305 0.271 0.346 0,295 0.304 0,277 0.315 0.306 0.337 0.264 0.27941 0.302 0.287 0,263 0.305 0.298 0.326 0.261 0.305 0.271 0.274 0.300 0.289 0.286 0.28142 0.311 0.267 0.265 0.293 0.271 0.280 0,277 0,304 0.271 0.302 0.295 0.311 0.282 0,28543 0.296 0.314 0,313 0,291 0.301 0.279 0,264 0.306 0,278 0.274 0.298 0.331 0.285 0.28444 0.284 0.301 0.313 0.265 0,280 0,280 0.302 0.266 0.281 0,309 0,305 0,298 0.282 0.28345 0.312 0.313 0.313 0.273 0.280 0,279 0,320 0.268 0.283 0.336 0,306 0.288 0.287 0.25346 0.305 0.298 0,323 0.261 0.289 0.279 0.272 0.271 0.261 0.315 0.306 0.289 0.290 0.28247 0.331 0.283 0.327 0.264 0.278 0.296 0.275 0.273 0.282 0.272 0.304 0.348 0.292 0.28048 0.328 0,295 0.298 0.321 0.278 0.289 0.295 0.272 0.278 0.289 0.303 0.271 0.322 0.28349 0.288 0.295 0.293 0,301 0.278 0.279 0.308 0.270 0.309 0.296 0.300 0.301 0.323 0.28350 0.281 0.290 0.293 0.319 0.298 0.271 0.328 0.270 0.294 0.297 0.320 0.280 0.323 0.28751 0.266 0.304 0.299 0.314 0.262 0.313 0.321 0.304 0.309 0.317 0.321 0.303 0.288 0.28452 0.289 0.302 0.295 0.289 0.261 0.314 0.278 0.328 0.309 0.314 0.287 0.313 0.292 0.28353 0.333 0.287 0,294 0.290 0.339 0.302 0.290 0.272 0.290 0.315 0.291 0.314 0.307 0.28754 0.313 0.302 0.294 0.291 0.286 0.303 0.290 0.272 0.274 0.316 0.291 0.294 0.279" 0.28555 0.322 0.292 0.314 0.317 0.260 0.297 0.289 0.272 0.275 0.311 0.315 0.300 0,280 0.29056 0.314 0.303 0.314 0.287 0.260 0.297 0,266 0.270 0.309 0.340 0.316 0.287 0.279 0.29057 0,301 0.276 0.290 0.287 0.264 0.301 0.267 0.350 0.311 0.314 0.322 0.272 0.275 0.29058 0.295 0.290 0.294 0.317 0.265 0.301 0.267 0.296 0.298 0.304 0.332 0.271 0.296 0.29359 0.294 0.296 0.290 0.318 0,292 0.300 0.282 0.299 0.296 0.304 0.327 0.289 0.316 0.29260 0.300 0.295 0.261 0.292 0,292 0.299 0.306 0,298 0.297 0.304 0.303 0.276 0.261 0.29461 0.315 0,294 0,267 0,294 0.314 0.262 0,282 0.281 0.298 0.340 0.311 0.275 0.263 0.29962 0.314 0.294 0.267 0,296 0.290 0.341 0,283 0.271 0.296 0.322 0.321 0,320 0.263 0.308

Page 28: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

Unit: Salem I RFO 20 Date: 04111110 T-MIN= 0.278 87.5% Nom. Wall= Nom. Wall = 0.337

ISI ID. AF5B Component ID. Lowest Reading o272 Hihet ~ain alQ334

Color Code;, 0.000 to T-MIN >T-AI•,N Ur V7.5' Noma Walf >87.5% Nona. Wall to Nom. Wall >Nom. Waif

A B C1 0319 0.303 0,3102 0.334 0.307 0.3093 0,331 0.314 0.3534 0.298 0.379 0.3595 0.323 0.355 0,3636 0,347 0.335 0.3727 0.378 0.332 0.3328 0.301 0.313 0.3399 0.330 0.320 0.339

10 0.368 0.335 0.33411 0.372 0,384 0.36312 0.306 0.359 0.34613 0.354 0.369 0.36714 0.333 0.371 0.29915 0.322 0.312 0.32916 0.311 0,308 0.33017 0.342 0.280 0.35118 0.350 0.279 0.37819 0.378 0.304 0,38020 0.354 0.326 0.36821 0.338 0.345 0.37722 0.368 0.299 0.35123 0.314 0,306 0.28424 0.321 0.392 0.28525 0.360 0.284 0.36326 0.354 0.338 0,35227 0.310 0.301 0.33228 0.307 0.375 0.36829 0.311 0.354 0.33330 0.346 0.381 0,34331 0.335 0.315 0.33832 0.359 0.314 0.34233 0.387 0.331 0.34934 0.363 0.330 0.379

D E F G H0.326 0.334 0,303 0.277 0.3320,328 0.351 0.297 0.369 0.3300M309 0.349 0.322 0.323 0.3470.364 0.349 0.393 0,343 0.3430.352 0.378 0.389 0,362 0,3410.350 0.367 0.358 0.351 0.3820.341 0.387 0.353 0.350 0.3790,348 0.330 0.340 0.295 0.3430.317 0.363 0.338 0.356 0.3420.325 0.314 0.350 0.379 0.3740.321 0.375 0.340 0.345 0.3260.385 0.374 0.340 0.379 0.3250.336 0.323 0.338 0.317 0.3300.380 0.319 0.339 0.312 0,3350.328 0.331 0,348 0.297 0.3370.325 0.379 0.339 0.287 0.3470.328 0,322 0.351 0.372 0.3660.336 0.326 0.346 0.366 0.2910.348 0.357 0,338 0.345 0.301

I J K0.351 0.372 0,3330.381 0.382 0.2980.378 0.275 0,2740,339 0.350 0.3070,340 0.378 0,3030.340 0.364 0,2940.336 0.284 0.2950.385 0.360 0.3450.292 0.277 0.3430.298 0.331 0.3380.281 0.328 0.3590.335 0,357 0.3450.337 0.356 0.3480.375 0.373 0.3490.351 0.336 0.3450,320 0.357 0.3240.383 0.355 0,3230.345 0.361 0.3360.347 0.366 0,340

L0.3100.3090.3100.3090,3060.3050.3030.3230.3300.3530.3560.3440.3010.2740.2760.292

M N0.307 0.3400.351 0.3690.347 0.3560,310 0.3440.374 0,3770.361 0.3080.337 0.3330.324 0,3620.323 0.3500.320 0:3160.328 0.3140.355 0.3280.343 0.3270.344 0.3260.363 0,3200.322 0.333

0.338 0.355 0.3380.342 0.316 0.3180.363 0.326 0.290

0.392 0.367 0.351 0,375 0.292 0.337 0.373 0.346 0.314 0.311 0.3350.371 0.335 0.344 0.348 0,298 0.359 0.380 0.330 0.337 0,341 0.3020.374 0.3360.305 0.3420.363 0.3440.359 0.3400.380 0.3100.389 0.3630.375 0.3610.307 0.3590.342 0.3830.369 0.3580.351 0.3600.342 0,3520.339 0.349

0.374 0.319 0,275 0,387 0.359 0.331 0.340 0.327 0.3280.342 0.347 0.302 0.291 0.385 0.332 0.338 0.283 0.3020.382 0.360 0.291 0.326 0.325 0.338 0.324 0.277 0,3290.361 0.336 0.297 0.352 0.326 0.339 0,344 0.302 0.3560.380 0.342 0.300 0.291 0.355 0.337 0,374 0.278 0.3330.363 0,338 0.278" 0.353 0.325 0.385 0.358 0.303 0.3600.360 0.337 0.332 0.325 0.348 0.329 0.359 0.299 0.3330.358 0.284 0.365 0.337 0,360 0.337 0,365 0.345 0.3400,388 0.280 0.298 0,331 0.298 0.345 0.345 0.278 0,3380.332 0.279 0.290 0.387 0.290 0.332 0.347 0.330 0,3330,334 0.276 0,321 0.365 0,283 0.363 0.378 0.334 0,2900.380 0.348 0.314 0,299 0.338 0 344 0,342 01328 0.2960.382 0.371 0.313 0,334 0.336 0.320 0.379 0.358 0.3360.354 0.366 0.314 0.330 0.283 0.335 0.319 0.317 0.37735 0.338 0.337 0,333

36 0.333 0.331 0.3560.341 0.339

3738394041424344454647484950515253545556575859606162

0.339 0.369 0.3410.344 0.381 0.3390.342 0.350 0.3360.340 0.317 0.3070.324 0.304 0.3100.317 0.351 0.3020.314 0.299 0.3010.336 0.298 0.3150.346 0.299.0.3170.342 0.379 0.3200.337 0.392 0.323

0.281 0.348 0.388 0.342 0.328 0.338 0.293 0.321 0.310 0.358 0.3190.358 0.328 0.385 0,293 0.327 0.338 0.277 0.322 0.311 0.307 0.2930.306 0.330 0.353 0.296 0,330 0.341 0.373 0,325 0.312 0.283 0.3260.280 0.334 0.354 0,303 0.308 0.322 0.371 0.323 0.313 0.278 0.3260.355 0.332 0.372 0.349 0.308 0.334 0.305 0.332 0.291 0.274 0.3420:292 0.342 0.373 0.299 0.328 0.351 0.383 0.386 0.321 0.351 0.2900.298 0.347 0.382 0.297 0.324 0.372 0.337 0,336 0.311 0.352 0.3340.340 0.348 0.380 0.298 0.383 0.315 0.298 0.300 0.344 0.326 0.2950.332 0.368 0.3', , 0.334 0.355 0.320 0.378 0.296 0.306 0.321 0,3500,330 0.363 0.341 0.364 0.374 0.349 0,340 0.304 0.303 0.293 0.3450.350 0.381 0.361 0,367 0.359 0.313 0.326 0.305 0.303 0.291 0.3610.348 0.359 0.334 0.342 0.357 0.363 0.334 0,281 0.306 0.333 0.365

0.364 0.362 0.324 0.342 0.371 0.359 0.348 0,333 0,377 0.342 0.358 0.307 0.325 0.3370.355 0,374 0.320 0.353 0.384 0.352 0.348 0.392 0.363 0.346 0.355 0.325 0,330 0.3220.326 0.344 0.317 0.358 0.383 0.369 0.292 0.354 0.323 0.351 0.300 0,325 0.352 0.3470.374 0.349 0.318 0.349 0.334 0.369 0.320 0,371 0.317 0.352 0.297 0.326 0.333 0.3070.337 0.393 0.326 0,353 0.326 0,358 0.376 0.321 0.356 0.352 0.272 0.330 0.340 0.3340.341 0.353 0,330 0.374 0.370 0.319 0.360 0.350 0.353 0.377 0.294 0.377 0.294 0.3260.339 0.337 0.326 0.340 0.349 0.388 0.355 0.349 0,336 0,357 0.291 0.301 0.310 0.332

0.296 0.342 0.329 0.345 0.355 0.356 0.322 0.292 0.274 0.357 0.285 0,324 0.307 0.3410.344 0.375 0.328 0.334 0.383 0.389 0.322 0.296 0.344 0.341 0.338 0.333 0.307 0.327

0.361 0.344 0.289 0,332 0.367 0.359 0.320 0.312 0.355 0.311 0,325 0.367 0.296 0.3320.309 0.279 0.345 0.333 0,333 0.388 0.296 0.296 0.328 0.341 0.307 0.353 0.315 0.3260.322 0.347 0.343 0.357 0.335 0.365 0.364 0.281 0.339 ,0.350 0.283 0.333 0.317 0.3240,346 0.339 0,331 0.3340.324 0.337 0.368 0,3370,362 0.339 0,330 0.374

0.329 0.353 0.296 0.2830.349 0.344 0.323 0.3030.363 0.347 0.330 0.298

0.321 0.368 0.308 0.330 0.331 0.3080.337 0.356 0.309 0.290 0.364 0.2760.327'0.330 0.369 0.274 0,327 0.287

k ý ý 4ý

Page 29: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

Unit: Salem 1 RFO 20 Date: 04/11110 T-MIN= 0.278 87.5% Nom. Wall= Nom. Wall = 0.337

ISI ID. AF6T Component ID. Lowest Reading 0.25_52 Hiqest reqaLjq0.i6

Color Code: 0.000 to T-MIN >T-MIS1 to 87-5% Nicm Woul >87.5% Norm. Wall to Norn. Wall >Nom. Wall

A B C D E F G H I J K L M N1 0.265 0.328 0.297 0.272 0,326 0,302 0.299 0.318 0.330 0.318 0.333 0.267 0,293 0.2862 0.284 0.266 0.327 0.315 0.304 0.268 0.318 0.293 0.333 0.344 0,299 0.285 0.298 0.3083 0.302 0,345 0.322 0.274 0,307 0.261 0.281 0.289 0.320 0.306 0.309 0.316 0.299 0,3374 0.335 0,317 0.261 0,273 0,288 0.305 0,307 0.259 0,322 0.349 0.339 0.314 0.318 0.3235 0.289 0,329 0.274 0,296 0.304 0,291 0.285 0.295 0,321 0.354 0.338 0.310 0.302 0.2996 0.307 0.305 0.326 0.253 0,298 0.299 0,293 0,332 0.322 0.271 0,333 0.312 0.287 0.2957 0.310 0.309 0.269 0.252 0.290 0.272 0.298 0.270 0.335 0.333 0.330 0.305 0,303 0.3248 0.287 0.310 0.269 0.254 0,285 0.281 0.331 0,299 0.299 0.330 0.310 0.284 0,312 0.2989 0.305 0.311 0.329 0.255 0,287 0.312 0.317 0.321 0.305 0.320 0.302 0.300 0.337 0.342

10 0.295 0.310 0,320 0.298 0.292 0.280 0.283 0.338 0,304 0.308 0.299 0.302 0.344 0.31511 0,263 0.293 0.314 0.292 0.289 0.2B6 0,288 0.310 0.319 0.313 0.306 0.280 0.314 0.30812 0.293 0.337 0.271 0.273 0.278 0,280 0,287 0.309 0.305 0.310 0.310 0.299 0.305 0.29313 0.259 0.334 0.277 0.295 0.293 0.272 0.300 0.300 0.327 0.319 0.312 0.294 0.301 0.29314 0.318 0,317 0.267 0.297 0.318 0.315 0.286 0,305 0.277 0.337 0.330 0,332 0.294 0.28715 0322 0.323 0.300 0.315 0.289 0.315 0,305 0.301 0.307 0.291 0.321 0.305 0.303 0.28616 0.277 0,303 0.311 0,323 0.317 0.307 0.313 0.305 0.264 0.287 0.324 0.341 0,291 0.29717 0.264 0.295 0.351 0.327 0.296 0.285 0,284 0.312 0.325 0.291 0,313 0.326 0.320 0.29718 0.312 0.313 0.293 0.302 0.296 0.282 0.290 0.312 0.314 0.314 0.278 0.328 0.322 0.28919 0.326 0.317 0.299 0.320 0.309 0.271 0.295 0.281 0.310 0.295 0,282 0.330 0.327 0.29120 0.312 0,313 0.271 0.317 0.311 0.282 0.283 0.297 0.344 0.318 0.291 0.297 0.276 0.299

21 0.326 0.298 0.286 0.320 0.314 0.272 0.268 0.275 0.264 0.290 0.308 0.271 0.2a8 0.32322 0.286 0.305 0.331 0.326 0.300 0.298 0.302 0.276 0.341 0.319 0.303 0.329 0.294.0,32023 0.295 0.274 0.303 0.282 0.275 0.299 0.270 0,279 0.278 0,301 0.297 0.314 0,313 0.33824 0,321 0.272 0.275 0.284 0.317 0.289 0.286 0.280 0.318 0.304 0.300 0.280 0.312 0131725 0.355 0,278 0.297 0.288 0.315 0.307 0,322 0.312 0.283 0.305 0.286 0.277 0.280 0.30026 0.306 0.309 0.276 0.320 0.307 0.266 0.272 0.309 0.284 0.302 0,288 0.288 0.302 0.31727 0.257 0.305 0.270 0.321 0.298 0.299 0.267 0.302 0.315 0.321 0.306 0.275 0.306 0.32028 0.303 0.281 0.306 0.318 0.288 0.292 0.316 0.308 0.331 0.321 0.275 0.276 0.291 0.28829 0.327 0.324 0.275 0.300 0.336 0.322 0.303 0.334 0.349 0,306 0.302 0.291 0.289 0.29030 0,303 0.314 0.297 0323 0287 0.302 0,311 0.303 0.301 0.278 0.316 0.277 0.271 0.30131 0,311 0.305 0,279 0,324 0,286 0.351 0.303 0.304 0.335 0.326 0,310 0.280 0,308 0,31332 0.310 0.305 0.285 0.304 0.277 0.267 0.296 0,342 0,332 0.303 0.296 0.281 0.262 0,30933 0.290 0.306 0.309 0.303 0.326 0.314 0.338 0.341 0.333 0.302 0.258 0.272 0.343 0.31434 0.336 0.312 0.309 0.314 0.327 0.269 0.315 0.318 0.299 0.310 0.257 0.304 0.278 0.28935 0.333 0.287 0.304 0.298 0,282 0.321 0.309 0,303 0.336 0.315 0.284 0.281 0.348 0.26436 0.309 0.308 0.266 0.327 0.318 0.332 0.356 0.307 0.335 0.317 0.302 0.296 0.284 0.30937 0.326 0.315 0.279 0.343 0.327 0.301 0.292 0.306 0.266 0.331 0.279 0.294 0.301 0.28238 0.341 0.293 0.348 0,353 0.282 0.307 0.294 0.312 0.298 0.310 0.320 0.328 0.307 0.28939 0.355 0.291 0.305 0,305 0.283 0.305 0.281 0,315 0.316 0.310 0.321 0.304 0.307 0.30640 0.307 0.299 0,299 0.306 0.284 0.329 0,300 0.311 0,311 0.311 0.319 0.316 0.282 0.30541 0,306 0.317 0.354 0,304 0.324 0.304 0.303 0.310 0,309 0,305 0.345 0.318 0.282 0.33042 0.305 0.353 0.322 0.306 0.296 0.291 0,300 0.310 0.328 0,317 0,305 0.298 0.282 0.30843 0,305 0.303 0.335 0,306 0.295 0.320 0.299 0.305 0.304 0.305 0.291 0.299 0.305 0.32944 0.329 0.337 (). 356 0.333 0.304 0,300 0.299 0.302 0.286 0.298 0.292 0.296 0. 35;. 0.35145 0.329 0.316 0.336 0,307 0.305 0.317 0.307 0.303 0.286 0.299 0.304 0,298 0.336 0.31946 0.307 0.315 0.336 0.332 0.304 0.292 0.307 0.302 0.286 0.298 0.304 0.325 0.332 0.29747 0.355 0.315 0.310 0,332 0.307 0.291 0,309 0.301 0.287 0.328 0.303 0.299 0.332 0.36148 0.350 0.341 0.309 0.330 0.305 0.289 0.307 0,295 0.284 0.330 0.302 0.299 0.322 0.29949 0.319 0.311 0.308 0.310 0,290 0,288 0,322 0.294 0.289 0.322 0.292 0.300 0.332 0,30050 0.314 0.309 0.305 0,310 0290 0.336 0.324 0.294 0.294 0,327 0,323 0.300 0.311 0,34551 0.319 0.306 0.305 0.310 0.291 0.336 0.320 0.312 0.342 0,306 0.309 0.300 0.356 0.31552 0.319 0.305 0.306 0.335 0.308 0.295 0.325 0.317 0.289 0.306 0.298 0.299 0.304 0,31053 0.320 0.298 0.306 0,312 0,343 0.305 0.329 0.304 0.292 0.301 0.305 0.300 0.353 0,31454 0.320 0.298 0.283 0.338 0.354 0.291 0.322 0.311 0.307 0.301 0.319 0.301 0.306 0.31055 0.322 0.297 0.284 0.322 0,305 0.291 0.318 0.302 0.306 0.299 0.305 0.299 0.305 0.34356 0.320 0.297 0.284 0.346 0,317 0.292 0,311 0.313 0.305 0,295.0,305 0.335 0.351 0.30657 0.321 0.303 0.279 0.306 0.318 0.293 0.298 0,331 0.339 0.289 0.346. 0.351 0.280 0.30458 0,325 0.305 0.280 0.306 0.320 0.293 0.295 0.307 0.320 0.294 0.337 0.290 0.273 0.30559 0.324 0.284 0.280 0.354 0.324 0.292 0.334 0.289 0U328 0.295 0.335 0.318 0.270 0.30960 0.324 0,283 0.279 0.325 0.298 0,289 0,348 0.304 0.303 0.293 0.339 0,313 0.268 0,31161 0.323 0.283 0.279 0.326 0.299 0.292 0,317 0.305 0.308 0.345 0.304 0.331 0.270 0,30162 0.322 0.283 0.279 0.346 0,296 0.291 0.318 0.267 0.309 0.305 0.253 0.319 0.270 0,30263 0.305 0.281 0,279 0.312 0.295 0.291 0,298 0.292 0.311 0.339 0.313 0.341 0.335 0.30564 0.322 0,283 0.280 0.308 0.289 0.292 0,298 0.285 0.310 0,292 0.314 0.319 0.321 0.30065 0.322 0.330 0.281 0.300 0.290 0.292 0.298 0,284 0.309 0.292 0.313 0.285 0.325 0,29166 0.325 0.330 0,281 0,303 0.305 0.292 0,292 0,303 0,309 0.291 0.350 0.285 0.327 0.291

"67 0.326 0.305 0,281 0,300 0,309 0,313 0.339 0.301 0,310 0.290 0.328 0U286 0.325 0.355

Page 30: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

Unit: Salem 1 RFO 20 Date: 04/11110 T-MIN= 0.278 87.5% Nom. Wall= Nom. Wall= 0.337

ISI ID. AF6T Component ID. Lowest Rqadingcj5,j2ý Highest reading 0.366

Color Code: 0.000 toT-MIN >T4-!1IN to 87.51 Nmro Wall >87.5% Nom. Wall to Norn. Wall >Nom. Wall

68697071727374757677

A B C D0 326 0.286 0,262 0.3000.326 0,290 0.283 0.301

0.324 0.288 0,281 03010,325 0.288 0.281 0.304

0.322 0.324 0.282 0.3000.320 0.324 0.282 0,3010.324 0.292 0.282 0.3010.293 0.289 0.277 0.3400.293 0.290 0,278 0.3030.293 0.299 0.278 0.305

E0.3090.2890.2940.2940.2940,2940,2960.2970.3030.306

F0.3120,3010,2980.2910,2920.2910.2930.2940.2940.302

G H I0.317 0.302 0,3080.287 0.300 0.3110.293 0.300 0.341

0.291 0,299 0.3020.289 0.299 0.3410.269 0.301 0.3210.270 0.302 0.3340.270 0,296 0.3390.298 0.292 0.3050.300 0.300 0.305

J0,2910.2940.3220.3500.3220.2930,3190.3200U3200.319

K L M0.327 0.287 0.3270.305 0.288 0.3450.304 0,284 0.3320.304 0.284 0.3290,302 0.287 0.3220.274 0.286 0.3230.275 0,332 03140,274 0.283 03120,289 0.282 0.3120.270 0.308 0.296

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Page 31: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

Unit: Salem I RFO 20 Date.:.• 04/11/10 T-MIN= 0.278 87.5% Nom. Wall= Nom. Wall = 0.337

ISI ID. AF6B Component ID. Lowest Reading 0.271 Highest reading 0.382

Color Code: 0.000 to T-MIN >T-r,,IIN to 87.5% Norn I(voll >87.5% Nom. Wall to Nom. Wall >Nom. Wall

123456789

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515253545'

56575•5.

66

A0.33703340.3420.3790.3330.3410.3140.303

B C D E F G0.337 I h52 0,307 0.338 0.319 0.3290.324 0,288 0.294 0.302 0,299 0.3340.321 0.301 0.285 0,335 0.298 0.3310.321 0.328 0.286 0.329 0.310 0.3220.320 0.327 0.291 0.334 0.308 0.3150.324 0.328 0.335 0.333 0.306 0.317

0.318 0.332 0.275 0.332 0.306 0.3220.319 0.331 0.343 0.332 0.277 0.321

H I J K L0.287 0.299 0,293 0.273 0.3050.294 0.281 0.293 0.319 0.3280.290 0.330 0,360 0.319 03360.290 0.305 0,360 0,319 0.3350.296 0.335 0.318 0.321 0,3360.290 0.297 0.318 0.321 0.3330.299 0.336 0.324 0.325 0.3290.302 0.333 0.298 0.351 0.335

M0.31103110.3120.3110.3080.3080.3130.311

N0.3060.3050,3060.3450,3190,3170,3200.318

0.331 0.317 0.333 0.297 0.332 0.278 0.324 0.276 0.331 0.298 0.320 0.337 0.328 0.3170.317 0.322 0.333 0.279 0.303 0,308 0.314 0.328 0,319 0.322 0.321 0.347 0.329 0.3160.332 0.322 0.335 0.280 0.285 0.306 0.310 0.278 0.319 .0.327 0,327 0.345 0.340 0.3120.338 0.307 0.328 0.298 0.311 0.276 0.312 0.371,0,329 0.326 0.336 0.342 0.328 0.3120U339 0.308 0.293 0.299 0.299 0.309 0.322 0.276 0.302 0.299 0.338 0.329 0.336 0.3200.291 0,309 0.292 0.329 0.295 0.308 0.322 0.275 0.301 0.281 0.317 0.329 0.323 0.3180.311 0.306 0.290 0,304 0,302 0.334 0.327 0,274 0.326 0,290 0,317 0.324 0.371 0.3160.312 0.306 0.290 0284 0.332 0,336 0.327 0.297 0.325 0.282 0.319 0.347 0.337 0.3150.311 0.324 0.290 0,311 0.308 0.290 0,316 0.321 0.300 0.331 0.322 0.347 0.338 0.3140.308 0.321 0.288 0.303 0.306 0.290 0,323 0.296 0.323 0.305 0.325 0.346 0.338 0.333

.0.303 0.322 0.338 0.331 0.303 0.339 0.318 0.274 0.300 0.298 0.328 0,322 0.352 0.333

0.302 0.273 0.334 0.282 0,305 0.295 0.327 0.274 0.301 0.317 0.330 0.317 0.354 0.3470.303 0.296 0.306 0.286 0.307 0,301 0.334 0.297 0.301 0.333 0.332 0.319 0.336 0.3290.303 0.294 0.301 0.286 0.308 0.309 0.312 0.321 0,324 0.336 0.332 0.319 0.333 0.3190.311 0.295 0.300 0.307 0.306 0.322 0.321 0.206 0.305 0.336 0.334 0.319 0.351 0.3310.301 0.308 0.275 0.331 0.308 0.328 0,322 0.297 0.305 0.338 0.331 0.319 0.349 0.3260.316 0.305 0.274 0.285 0.305 0.299 0.325 0.277 0.317 0.340 0.332 0.294 0.349 0.3280.302 0.306 0.274 0.330 0.308 0.336 0.335 0.303 0.318 0.300 0.331 0.320 0.325 0.3480.310 0.307 0.299 0.307 0.292 0.290 0.329 0.307 0.319 0.302 0.331 0.319 0.339 0.3480.312 0.312 0,274 0.307 0.272 0.288 0.331 0.309 0.299 0.305 0.297 0.294 0.333 0.3280.30t 0.314 0.280 0.288 0.274 0.315 0.324 0.31'1 0.298 0.299 0.323 0.323 0.326 0.3300,312 0.314 0.283 0.288 0.303 0.312 0.330 0.310 0.302 0.304 0.326 0,323 0.331 '0.3290.335 0.338 0.310 0.287 0.305 0.339 0.329 0.308, 0.308 0.301 0.329 0,328 0.332 0.3310.306 0.325 0.311 0.291 0.311 0.339 0.332 0.263 0.315 0,312 0.336 0.326 0.342 0.3300.335 0.323 0.317 0.296 0.314 0.319 0.330 0.315 0.316 0,317 0.331 0.357 0.301 0,3280,311 0.321 0296 0.331 0.316 0.299 0.322 0.326 0.312 0.320 0,334 0.356 0.302 0.3340,335 0,323 0.324 0.302 0.319 0.346 0.330 0,302 0.309 0,330 0.338 0.351 0.299 0,332

0.312 0,324 0323 0.297 0.320 0.309 0271 0.273 0.308 0.316 0.332 0.312 0.298 0.3360.310 0.326 0,322 0.323 0.323 0.305 0,272 0.356 0.309 0.345 0,306 0.293 0.318 0.3280.311 0.339 0.322 0.299 0.327 0.309 0.308 0.359 0.324 0308 0.329 0,294 0.299 0.3260.307 0.333 0.319 0.321 0.327 0.336 0.323 0.336 0.315 0.335 0.327 0.294 0.297 0.3290.308 0.339 0.292 0.322 0.328 0.335 0.310 0.291 0.322 0.339 0.329 0.334 0.298 0.3290.308 0.281 0.294 0.329 0.330 0.305 0.310 0.331 0.339 0.317 0.327 0,335 0.321 0.329

0.306 0.293 0.292 0.363 0.333 0.335 0.315 0.293 0.334 0.327 0.334 0.297 0.322 0.3050.332 0,330 0.290 0.337 0.317 0.327 0.322 0,317 0.331 0.327 0.329 0.314 0.319 0.3050.328 0.329 0.298 0.336 0.289 0.327 0.324 0.318 0.335 0.330 0.331 0.313 0.316 0.3050.328 0.330 0.308 0.327 0.290 0.308 0.327 0.317 0.331 0.333 0.335 0,313 0.318 0,3060.334 0.319 0.302 0.293 0.289 0.311 0.325 0.293 0.336 0.317 0.340 0.297 0.317 '0.3060.328 0.299 0.304 0.292 0.288 0.286 0.330 0.290 0.321 0.279 0.339 0.297 0.35 0.3550.355. 0.296 0.300 0.296 0.290 0.312 0.332 0:298 0.318 0.323 0,342 0,357 0.315 0.33C0.346 0.296 0.296 0.296 0.290 0.311 0,325 0.316 0.316 0.332 0.333 0.334 0.316 0.3310.329 0,302 0.272 0.311 0.295 0.336 0.318 0.308 0.317 0.330 0.333 0.326 0.323 0.3240.278 0.298 0.296 0.309 0.295 0.336 0.316 0.326 0.315 0.323 0,332 0,325 0.320 0.3210.358 0.304 0,332 0.293 0.294 0.334 0.318 0.325 0.311 0.293 0.331 0.351 0.350 0.341

3 0.331 0.329 0.334 0,309 0.297 0.333 0.319 0.325 0.318 0.326 0,332 0.350 0.330 0.334 0.330 0.278 0.294 0.325 0.315 0.329 0.328 0.277 0.324 0.305 0.337 0.325 0.353 0.33!5 0.328 0.324 0.295 0.286 0.290 0.331 0.311 0.299 0.333 0.325 0.308 0.325 0.352 0.306 0.328 0.335 0.297 0.286 0.289 0.327 0.311 0.279 0.329 0.322 0.307 0.327 0.347 0.30.7 0.336 0.327 0.298 0.330 0.315 0.330 0.309 0.298 0.330 0.326 0,311 0.344 0.336 0.298 0,294 0.328 0.344 0.326 0.290 0.336 0.311 0.285 0.328 0.325 0.315 0.338 0.326 0.289 0.293 0.320 0.290 0.330 0.290 0,342 0.326 0.285 0.333 0.329 0,311 0.305 0.321 0.320 0.329 0.325 0.299 0.332 0.290 0U330 0.272 0.284 0.333 0.330 0.340 0.308 0.302 0.321 0301 0.322 0.323 0.284 0.314 0.320. 0.325 0.284 0.365 0.323 0.307 0.310 0.303, 0:33

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Page 32: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

Unit: Salem I RFO 20 Date: 04111/10 T-MIN= 0.278 87.5% Nom. Wall= Nom, Wall= 0.337

ISI ID. AF6B Component ID. Lowest-Reading 0.271 Highest reading 0,382

Color Code: 0.000 to T-MIN >,-Tm/N to a7.s% Norn walt >87.5% Nom. Wall to Nom. Wall >Nom. Wall

68697071727374757677787980

A B C D0.324 0.322 0.298 0.3110,321 0.323 0.298 0.3140.326 0.319 0.274 0.3070.334 0.320 0.323 0.2750,325 0.322 0.300 0.2890.329 0.279 0.272 0.2900.323 0.348 0,323 0.3350.327 0,272 0.324 0.3380.327 0.388 0.311 0.3320,330 0,279 0.309 0.3310.317 0.290 0.279 0.2720.321 0.289 0.300 0.2940.318 0.287 0.306 0.335

E F G H I J K0.302 0.327 0.326 0.296 0.335 0,309 0.3380.281 0.322 0,338 0.318 0.316 0.328 0,3410.280 0.328 0.324 0.320 0,273 0.329 0,3210.296 0.325 0.329 0.277 0.318 0.314 0,3420.302 0,319 0.328 0.317 0.289 0.314 0.3210.323 0.317 0.346 0,317 0.305 0.291 0.3220.341 0.321 0.330 0.320 0,343 0.317 0.3250,342 0,328 0.337 0.311 0.296 0.317 0,32!0.296 0.328 0 332 0.288 0.296 0.320 0.2990.315 0.317 0.305 0,293 0.271 0.339 0.2990.314 0.318 0,284 0.297 0.298 0.281 0.3010.312 0.311 0.283 0.290 0.299 0.339 0.3060.318 0.325 0.335 0.299 0.293 0.305 0.305

L M N0.313 0.317 0,3490.316 0.293 0.3260.328 0.298 0 3250.330 0.300 0.3560.335 0.301 0.3400.333 0.309 0.3210.334 0.314 0.2940.332 0,309 0.2980.332 0,307 0.3000.308 0.313 0.3010.310 0.312 0.2980.310 0.317 0.2990.308 0.317 0.320

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Page 33: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

Unit: Salem 1 RFO 20 Date: 04/11110 T-MIN= 0.278 87.5% Nom. Wall= Nom. Wall= 0.337

ISI ID. AF7T Component ID. Lowest Reading 0,271 Hjjghest reading 0.376

Color Code: 0,000 to T-MIN >T-MIN to 87.516. Nomr Woll >87.5% Nom. Wall to Nora, Wall >Nom. Wall

*1

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*15

16'171819202122232425262728293031323334353637

A B C D 'E F G H I J K L M N .0,287 0,298 0.315 0.300 0.320 0.315 0,311 0.329 0.314 0.337 0.328 0.302 0.313 0,3120.299 0.287 0.294 0336 0.305 0.311 0.318 0,332 0.313 0.311 0.334 0.3370.319 0.3210.318 0288 0.298 0.288 0.319 0,317 0.326 0.326 0.329 0.317 0.313 0.312 0.306 0,2900.304 0.287 0.295 0,293 0,282 0.308 0.329 0,329 0.336 0.294 0.312 0,299 0.294 0,3280.285 0.278 0.311 0.285 0,307 0.335 0.343 0.339 0.320 0.301 0.317 0.306 0.302 0.2910.310 0.323 0.287 0.320 0.328 0.310 0.333 0.338 0.328 0.285 0.302 0.307 0.299 0.2950.307 0.315 0.290 0,327 0.319 0.287 0.279 0.333 0.324 0.284 0.331 0,313 0.313 0.3230.305 0.303 0.325 0.326 0.340 0.338 0.326 0.325 0.326 0.288 0.339 0.304 0,314 0.3140.357 0.320 0.317 0.325 0.337 0.282 0.312 0.322 0.322 0.278 0.329 0.306 0.297 0.2810,295 0,287 0.305 0,335 0.299 0.335 0,309 0.322 0.329 0.282 0.308 0.308 0.299 0,3140.300 0.303 0.279 0.334 0.298 0.294 0.331 0.300 0.313 0.274 0.335 0,305 0.293 0.2900.291 0.290 0.286 0.294 0.318 0.300 0.300 0.302 0.306 0.304 0.302 0,320 0.295 0.2990,322 0.334 0.290 0.293 0.329 0,295 0.297 0.292 0.308 0.307 0.334 0.306 0.299 0.2790.287 0.286 0.337 0.283 0.355 0.299 0.277 0.317 0.310 0.302 0.294 0.301 0.308 0.2810.272 0.317 0.313 0,312 0,325 0.306 0.325 0.337 0.306 0.281 0,292 0.294 0.312 0.2790.278 0.318 0.320 0,292 0,290 0.306 0.319 0.310 0.322 0.312 0,284 0,323 0.321 0.3330,285 0.347 0.325 0,279 0,291 0.299 0.322 0.339 0.336 0,318 0.304 0.293 0.317 0.2990290 0.346 0,346 0,298 0,327 0.294 0.293 0.325 0,311 0.312 0.274 0.290 0.294 0.2880.292 0.311 0.282 0,337 0.280 0.290 0.303 0,320 0.314 0.304 0.318 0.275 0.333 0,3050,323 0,299 02303 0.324 0.277 0.289 0.364 0.312 0.308 0.303 0.312 0.290 0.333 0.3070.276 0.307 0.322 0.300 0.320 0.337 0.334 0.314 0.307 0.291 0.283 0.297 0.278 0.3350.357 0.336 0.302 0.301 0.318 0.305 0.337 0.325 0.333 0.304 0.303 0.299 0.310 0.3250.326 0.303 0.301 0.303 0.283 0.295 0.338 0.320 0.320 0.292 0.297 0.293 0.290 0.3340.299 0.290 0.277 0.339 0.274 0.341 0,349 0.319 0.333 0.284 0.298 0.293 0.311 0.3250.301 0.293 0.336 0.282 0.320 0.320 0.325 0.315 0.325 0.282 0.304 0.321 0.305 0.2910.297 0.326 0.288 0.319 0.300 0.339 0.331 0.332 0.318 0.310 0.293 0.311 0.329 0,3340.300 0.299 0.309 0.323 0.293 0.332 0,325 0.307 0.328 0.313 0.308 0.315 0.325 0,3090.304 0.301 0.288 0.322 0.334 0.308 0.315 0.327 0.339 0.315 0.312 0,325 0.306 0.2980,334 0.320 0.278 0.334 0.352 0.297 0.303 0.294 0.331 0.336 0.279 0,317 0.322 0.2780.327 0,311 0.275 0.284 0.303 0.306 0.305 0.278 0.332 0.304 0.331 0.308 0.321 0.3250,327 0,307 0.315 0.321 0.299 0,312 0.294 0.273 0.330 0.305 0.293 0.315 0.282 0.3230.295 0.306 0.317 0.318 0.303 0.282 0.337 0.315 0.337 0.320 0.288 0.330 0.298 0.3320.294 0.297 0.295 0.309 0.318 0.320 0.335 0.319 0,329 0.313 0,326 0.308 0.301 0,3390,312 0.356 0.295 0.320 0,334 0.322 0.331 0.333 0.324 0.285 0.307 0.319 0.306 0.3330,314 0.298 0.296 0.316 0.305 0.314 0.295 0.312 0.326 0.276 0.307 0.302 0.293 0.2820.321 0.304 0.277 0.308 0.307 0.315 0,299 0.305 0.337 0.274 0.290 0.317 0.318 0.3340.313 0.323 0.279 0.318 0.314 0.328 0.338 0.303 0.344 0,275 0.294 0.317 0.322 0.293

383940414243444546474849505152535455565758596061626364656667

0.344 0.299 0.288 00.308 0.287 0.2990.282 0.289 0.2970.283 0.291 0.2990.294 0.296 0.3370-334 0.338 0.295,0.286 0.315 0,3030.311 0.312 0.3150.313 0.311 0,3110.334 0,337 0.3250.313 0.310 0.3070.314 0,335 0.3120.284 0.324 0.3040.314 0.326 0.3380.338 0.298 0.3340.293 0.330 0.3320.344 0.333 0.3170.342 0.329 0.2940.307 0.279 0.3150.349 0.322 0.2790.33.4 0.285 0.3330.304 0.317 0.2910.312 0.318 0.3220.313 0.313 0.3190,316 0.315 0.2940,317 0.323 0.3030.325 0.358 0,2960.323 0,322 0.2950.313 0.313 0.3020.340 0.316 0.328

.3141,3080.2910.3090.3520.3130.3070.3210.3080.3050.3110.2980.2990.3090.3010.3090.3010.3070.2960.3300.3150.3230.3150,3280.3130.3180.2980.3090.3110.307

0.3030.3070.3230.3100.3170.3090.3150,3260.292

0.330 0.336 0.313 0.322 0.2840.318 0.315 0.315 0.328 0.2730.328 0.338 0.323 0.287 0.2730.321 0.374 0,315 0.310 0.319

0.3050.3140.311

0.303 0.289 0.3080,294 0.294 0.3150.319 0.297 0.318

0.314 0.299 0.311 0.3100.298 0.3280.305 0.3270.303 0.3310.306 0.3200,315 0.283

0.323 0.313 0.321 0,291 0.324 0.314 0.3050.302 0.325 0.324 0,304 0.320 0.318 0.2720.297 0.338 0.298 0.316 0.324 0.306 0.3060.314 0.325 0.292 0.294 0.324 0.294 0.3060.323 0.327 0.298 0.283 0.301 0.297 0.3300.299 0.323 0.276 0.293 0.318 0.282 0,3120.290 0.339 0.287 0.297 0.285 0,281 0.305

0.338 0.316 0.2910.341 0.334 0.3220.337 0.300 0.332 0,293 0.342 0.304 0.276 0.302 0.274 0.3050.317 0.286 0.320 0.308 0.333 0.328 0.318 0.302 0.300 0.3230.311 0.321 0.327 0.329 0.280 0.336 0.301 0.312 0,273 0.3200.305 0.284 0.327 0.333 0.311 0.274 0.285 0.315 0.271 0.2990.339 0.329 0.330 0.297 0.319 0.302 0.310 0.306 0.289 0.2970.336 0.280 0.323 0.320 0.310 0.275 0.301 0.323 0.284 0.3300.302 0.294 0.292 0.321 0.319 0.280 0.294 0.290 0.303 0.2920.309 0,353 0.279 0.344 0.326 0.293 0.283 0.292 0.310 0,3310,313 0.304 0.291 0.315 0.333 0.274 0.294 0.305 0.291 0.3180.331 0.306 0.315 0.328 0.307 0.282 0.299 0.314 0,282 0.3200.338 0.299 0.299 0.312 0.335 0.299 0,311 0.303 0.287 0.2930.338 0,299 0,287 0.314 0.322 0.275 0,311 0.319 0,316 0,331

0.313 0.325 0.274 0.337 0.328 0.303 0.318 0.280 0.318 0.3210.304 0,332 0.290 0.300 0,291 0.315 0.307 0.282 0.295 0.3200.300 0.358 0,294 0,321 0.312 0.314 0,324 0.292 0.305 0.3210.302 0,341 0.291 0.311 0.317 0.332 0.325 0.286 0.312 0.2900.334 0.328 0.335 0.291 0.293 0.323 0.298 0,346 0.315 0.290

0.343 0.337 0.340 0,316 0.3280.326 0.346 0.329 0.315 0.322

0.313 0.287 0.328'0.316 0.289 0.285

0.302 0.2850.316 0.302

q\ Cý 4

Page 34: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

Unit: Salem I RFO 20 Date: 04/11110 T-MIN= 0,278 87.5% Nora. Wall= Nom. Wall= 0,337

ISI ID. AF7T Component 10. IpAuLRD"ing--u7i highest reading 0.376

Color Code: 0.000 to T-MIN >T-FAIN Aw Nom tlAhll >87.5% Nom. Wall to Nom. Wall >Nom. Wall

0869

707172737475

A0,3150.3190.3240.3280.3260.3290.3300.325

B0.3100.3080.3180.3060.3020.2890.3070.315

C D E F G0.289 0.317 0.331 0.309 0.3380.309 0.311 0.313 0.328 0.3270.337 0.290 0.314 0.342 0.337

0.303 0.321 0.287 0.322 0.3330.298 0.306 0.307 0,327 0.3530.301 0.307 0.319 0.323 0.3050.306 0.307 0.322 C" 37eJ 0,3210.307 0.313 0.318 0.329 0,301

H0,3190.3220.3040.3370.3380.3390.3360.316

I J K L M N0.309 0.318 0,278 0.325 0.3"15 0.2980.299 0,326 0.331 0.308 0.306 0.2760.315 0.319 0.299 0.286 0.301 0.3070.321 0,316 01298 0.338 0,320 0.3290.304 0.325 0.321 0.305 0.295 0.3250,324 0.320 0.276 0.301 0.312 0,3350.321 0.323 0.306 0.317 0.279 0.3330,313 0.324 0.323 0.31B 0.295 0.307

rnq4ý4

Page 35: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

Unit: Salem 1 RFO 20 Date: 04/111M0 T-MIN= 0.278 87.5% Nom. Wall= Nom. Wall = 0.337

L owest Reading 0,270 Highest reading 0,348StID.__ AF7B Component ID.

.Color Code: 0.000 to T-MIN >ýT-VIlN to 97.5" Norn Wall >87.5% Nom. Wall to Nom. Wall >Nom. Wall

A B C D E F G H I J K L M N1 0.292 0.318 0.317 0.310 0.311 0.315 0,324 0.323 0.313 0.331 0.306 0,301 0.280 0.330.2 0.295 0.307 0.315 0.308 0.3263 0.333 0.333 0.319 0,307 0.306

0.3280.328

45678

91011

12131415

1617

1819202122232425

0,316 0.280 0.289 0.303 0.3!0 0.3270.296 0311 0.292 0.303 0.313 0.3000.299 0.311 0,329 0.302 0.324 0.3000,314 0.340 0.285 0.301 0,299 0.301

0.312 0.343 0.318 0.301 0.332 0.3010.293 0.338 0.311 0,319 0.330 0.2930.334 0.283 0.309 0.297 0.300 0.2840.299 0.296 0.308 0.298 0,320 0.3350.285 0.275 0.307 0.262 0.319 0.3090.343 0.299 0.312 0.279 0.313 0.301

-0.280 0,286 0.316 0.308 0.311 0.3000,289 0.313 0.327 0.296 0.280 0.2990.290 0.312 0.318 0.297 0.284 0.2980.300 0.299 0.321 0.328 0.285 0.3250.326 0,320 0.319 0.302 0.285 0.2990.327 0.311 0.323 0.329 0.286 0.282

0.324 0.322 0.3340.310 0.323 0.3270.302 0.303 0.3270.298 0.301 0.3310.296 0.308 0.3030.294 0.304 0,3060.308 0.308 0.3260.322 0.308 0.3260.325 0.327 0.3290.300 0.328 0.3020.294 0.328 0.3140.294 0,326 0.2880.294 0.319 0.3100.307 0.315 0.3360.333 0.318 0.2970.333 0.320 0.2870U337 0,338 0.2860.300 0.327 0.284

0,287 0.287 0,323 0.285 0.2990.323 0.292 0.322 0.287 0,2860.325 0.307 0.292 0.287 0.2910.286 0.322 0,301 0.287 0.2980.290 0.326 0.299 0.290 0.3010.293 0.325 0.289 0.282 0.3100U325 0.311 0,287 0.272 0.2900.328 0,310 0.285 0.291 0.2950.331 0.292 0,293 0.285 0.3020.330 0.296 0.302 0.288 0.3210.288 0.277 0.310 0,292 0.2890.301 0.335 0.324 0.270 0.2950,305 0,309 0.317 0.287 0.2990.291 0.335 0.305 0.289 0.3110.324 0,285 0.299 0.292 0.3000,303 0.282 0.293 0.327 0.2960.307 0.277 0.288 0.330 0.2950.291 0.288 0.282 0.292 0.300

0.313 0.317 0.3250.312 0.290 0.3270.315 0.307 0.3260.309 0.317 0.3240.309 0.319 0.3170.309 0.320 0.316

262728293031323334353637383940414243444S46474849505152535455566758

566

6

6•

6

0.306 0.324 0.3090.313 0.309 0.3150.313 0.321 0.3140.304 0.322 0,3330.305 0.321 0.3130306 0.319 0,2950,325 0.324 0.3010.278 0,300 0.3160.283 0.281 0,2930,292 0,283 0.3070,315 0,285 0.3080,313 0.289 0.3280.289 0,307 0.2870.334 0.337 0.305

0.290 0.337 0,3140.293 0,304 0,3030.294 0.302 0,2720.292 0.306 0.3140.292 0.298 0.27e0.290 0.290 0,2820.301 0.292 0.2750.309 0.274 0.2760.34z 0.280 0.2810.301 0.289 .0.283

0 0.304 0.290 0.2870.278 0.296 0.2780.296 0.322 0.279

3 0.302 0,294 0.2814 0.305 0.272 0.282

0.288 0.283 0.2836 0.307 0.290 0.31

0.315 0,280 0.3268 0.317 0.307 0.3209 0.316 0.302 0.300 0.317 0.272 0.301 0.314 0.312 0.302 0.316 0.313 0.303 0.319 0.299 0.294 0.331 0.274 0.275 0.333 0.323 0.276 0.317 0.325 0.287 0.302 0.324 0.30

0.341 0.282 0.296 0,328 0.319 0.283 0.289 0.286 0.303 0.293 0,3020.336 0.313 0.299 0.329 0,289 0.282 0.345 0.282 0,275 0.275 0.2890.309 0.285 0.281 0.326 0.321 0.288 0.298 0.277 0.282 0.292 0.3070.272 0.313 0.283 0.296 0,278 0.293 0,324 0.320 0.292 0.301 0.3110.276 0,287 0.283 0.294 0.304 0.301 0.336 0,281 0.272 0.295 0.303

0.271 0.286 0.323 0,331 0.338 0.292 0.327 0.278 0.290 0.294 0.3110.307 0.284 0,313 0.293 0.309 0.292 0.329 0.297 0.293 0.293 0.3260.307 0.311 0.297 0.294 0.303 0.303 0,337 0.306 0.279 0.292 0.3120.319 0.283 0.298 0.294 0.307 0.331 0,305 0,311 0,297 0.297 0.3240.314 0.292 0.285 0.330 0,302 0,272 0,306 0.312 0.322 0.305 0.3120.318 0.296 0,309 0.329 0.301 0.327 0.292 0.310 0.337 0.291 0.3300.317 0.296 0.294 0.294 0,311 0.293 0,338 0.316 0.300 0.296 0.2820.316 0.283 0,301 0.299 0.313 0.303 0,293 0.314 0,304 0,299 0.3130.316 0.285 0.298 0.290 0.305 0.282 0.284 0.322 0.301 0.272 0.2700.327 0.287 0.299 0.294 0.300 0.280 0.292 0.286 0.280 0.295 0.2800.324 0.331 0.299 0.337 0.321 0.280 0.296 0,280 0.287 0,304 012740.323 0.311 0.326 0.312 0.294 0.312 0,298 0,275 0,304 0.290 0.2830.282 0.332 0.309 0.292 0.319 0.312 0.277 0.296 0.327 0.291 0.2800.283 0.331 0,316 0.332 0,309 0.289 0.281 0.307 0.307 0.290 0.2740.287 0,304 0.307 0,337 0.301 0.288 0,281 0.286 0.311 0.293 0.2840.296 0.331 0.320 0.310 0,330 0.282 0.312 0.280 0,286 0,296 0.3000,336 0.279 0.316 0,336 0,303 0.280 0.277 0290 0.305 0,298 0.3020.318 0.304 0.303 0.316 0.271 0.284 0.283 0.306 0.309 0.299 0.3030.287 0.305 0,306 0,315 0.279 0.283 0.287 0ý282 0.310 0.303 0.2560.311 0.325 0.311 0.314 0.281 0.285 0,285 0.289 0,282 0.299 0.2720.318 0.339 0,314 0.313 0.282 0.284 0,276 0327 0.279 0.297 0.2990.293 0.294 0,304 0.317 0.271 0,288 0.284 0.333 0.277 0.314 0.2840.294 0.300 0.310 0.314 0.321 0.283 0.277 0.284 0,307 0.318 0.2720.302 0.336 0.335 0,289 0,323 0,279 0.285 0,287 0.281 0.281 0.2940.331 0.331 0.306 0,299 0,330 0,281 0.290 0.293 0.307 0.299 0,2870.307 0:331 0.304 0.299 0.304 0.291 0.315 0.297 0,307 0,318 0.2820.310 0,326 0.304 0.296 0.307 0.286 0.282 0.308 0.278 0.315 0.287,0,339 0.333 0,309 0.298 0.322 0.287 0.278 0.285 0.306 0.294 0.2720.302 0.308 0,311 0,307 0.331 0.302 0.287 0,298 0,276 0.316 0.2760,300 0.308 0.313 0.295 0.305 0.319 0.303 0.285 0.279 0,316 0.287

3 0.274 0.326 0.310 0,299 0.307 0.325 0.290 0.299 0.303 0.304 0.278

1 0.273 0.318 0.312 0.307 0.323 0,309 0.300 0.301 0.295 0.297 0.2816 0.273 0.335 0.303 0.307 0.326 0.319 0.288 0.297 0.289 0.291 0,2820 0.282 0.334 0,315 0,315 0.330 0.298 0.286 0.303 0.274 0.320 0.2877 0,276 0.297 0.299 0.288 0.322 0,311 0.308 0.310 0.306 0.327 0,287

8 0.310 0.300 0.301 0,293 0.321 0.283 0.307 0.312 0.277 0.298 0.2832 0.320 0.297 0,307 0.331 0.321 0.299 0.286 0.308 0.282 0.302 0.2738 0.318 0.309 0.296 0.330 0.307 0.279 0,296 0.301 0.293 0.334 0,3000 0.313 0.308 0.295 0.295 0.310 0.297 0.313 0.300 0.292 0.328 0.2925 0.306 0.303 0.335 0.323 0,310 0,321 0.284 0.305 0.298 0.319 0,2813 0.306 0.311 0.345 0.321 0.308 0.321 0.298 0.301 0.304 0.314 0.2976 0.311 0.312 0.340 0.318 0.309 0.287 0.310 0.298 0.304 0.301 0,2908 0.313 0.321 0.297 0.313 0,315 0.292 0.288 0.297 0.314 0.295 0.305

,ý3 ý- +b

Page 36: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

Unit: Salem 1 RFO 20 Date: 04111110 T-MIN= 0.278 87.5% Nom. Wall= Nom. Wall = 0.337

ISI ID. AF7B Component ID. Lowest Reading 0.270 Highest reading 0.344.

Color Code: 0.000 to T-MIN >A-MINM to 87,5% Nora Will >87.5% Nom. Wall to Nom. Wall >Nom. Wall

6869

* 7071

. 7273

* 74

A0.3340.3060.3070.3310.3410.3180.343

B C D0.300 0.310 0.3170.276 0.284 0.3090.300 0.311 0.3090.327 0.313 0.3100.311 0.314 0.2950.322 0.295 0.2990,319 0,298 0,300

0.3100.2780.3340.2720,3400,3120.314

F G0.293 0.3090.299 0.3070.305 0.3070.293 0,3330.322 0.3280.320 0.3310.318 0.328

H I0.314 0,314

0.322 0.3300.323 0.3330,330 0.3310.333 0.3300.321 0,2870,323 0.299

J K L M N0.298 0.296 0,306 0.276 0.3050.303 0.298 0.297 0.302 0.3210.302 0.339 0,296 0.334 0,3060.311 0.296 0.303 0.307 0,318

0.329 0.318 0.278 0.308 0.2670.347 0.315 0.282 0,292 0.3040.321 0.285 0,271 0,297 0.283

A iI A-

a, 71

Page 37: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

Unit: Salem 1 RFO 20

ISI ID. AFBT C

Date: 04/11110

omponent ID.

T-MIN= 0.278 87.5% Nom. Wall=

Lowest Reading 0,240 Fri

>87.5% Nom. Wall to Norm. Wall

Nom. Wall= .0.337

Color Code: 0.000 to T-MIIN >T-MIN to 87.,% Norm Wall >Nom. Wall

*2

3456789

1011

1213141516171819202122232425262728293031323334353637383940414243

444146474849

505,555,5

A B C0.322 0.327 0.2950.333 0.330 0.2860.298 0.322 0.200.304 0.320 0,3080.331 0.318 0.3080.315 0.318 0,2900,295 0,325 0.2900.297 0.328 0.2890.312 0.344 0.2920.297 0,333 0.2920 335 0.322 0.2940.282 0.290 0.2910.282 0.304 0.3060.267 0,262 0.3080.272 0.311 0.2990.296 0.315 0.2970.292 0.309 0.3080.287 0.311 0.3290.298 0,304 0.2770.298 0,308 0,2880.314 0.319 0.3000.336 0.328 0,3210.313 0.335 0.3250.299 0.330 0.3130.327 0.317 0.3160,299 0.332 0.3210.297 0.298 0.2860.296 0.303 0.2960,342 0.322 0,2950.336 0.318 0.3110,283 0.348 0,3190.298 0.320 0,3280.281 0.321 02950.274 0.320 0.2880,290 0.321 0.2970,353 0.321 0.3230,354 0.318 0.3240.345 0.318 0.3460.333 0.320 0,346

0.331 0,321 0.3460.331 0.319 0.3450.338 0.322 0.3100.337 0,323 0,3111 .334 0.322 0.2920.329 0,323 0.291

6 0.289 0.322 0.2920.288 0.314 0.279

8 0.332 0,355 0.2799 0.333 C 3t,ýý 0.2790 0.332 0,316 0.279

0.302 0.301 0.2802 0,301 0,300 0.2803 0.301 0.299 0.2804 0.302 0.302 0.2815 0.304 0.304 0.281

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Page 38: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

Unit: Salem 1 RFO 20 Date: 0411110 T-MIN= 0.278 87.5% Nom. Wall= Nom. Wall= 0,337

Lowest Reading 0.263 Highest reading 0.352IS( 10, AF8B Component 10.

Color Code: 0.000 to T-MIN >T-MIN to 87.5% Norm WME/ >87.5% Nom. Wall to Nom. Wall >Nom. Wall

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A B. C D E F G H I J K L M N0.313 0.307 0.304 0.307 0.333 0,315 0.343 0.310 0.312 0.338 0.333 0.334 0.305 0.2850.314 0.299 0.332 0.313 0.333 0.315 0.337 0.309 0.310 0.315 0.330 0.332 0.306 0.2760.266 0.301 0.305 0.302 0.334 0.333 0.328 0.296 0.314 0.327 0.329 0.339 0.307 0.3050.313 0.308 0.305 0,302 0.294 0.316 0.331 0.312 0.339 0.304 0.329 0.325 0.308 0.3040.326 0.301 0 319 0.270 0.304 0.318 0.328 0.291 0.337 0.312 :1, 2 0.331 0.306 0.2870.324 0.305 0,319 0.267 0.301 0.318 0 330 0.343 0,342 0.343 0,324 0.341 0.304 0.3020.329 0.297 0.318 0.316 0.300 0.336 0.322 0.342 0,321 0,292 0.329 0,324 0.335 0.3300.316 0.304 0.312 0.296 0.321 0 332 0.317 0.344 0,323 0.290 0.333 0,319 0.336 0.3300.313 0.278 0.318 0.344 0.282 0.331 0.310 0.307 0.329 0.289 0.336 0.328 0.272 0.2860.339 0.304 0.309 0.338 0.290 0.326 0.310 0.342 0.322 0.290 0.327 0.326 0.332 0.2900.304 0.303 0.323 0.318 0.300 0.325 0.310 0.312 0.320 0.289 0.326 0.334 0.263 0.2940.306 0.304 0.319 0.314 0.294 0.300 0.309 0.313 0:321 0.294 0.326 0.294 0.296 0.3070.305 0.279 0.303 0.320 0.327 0.331 0.322 0.307 0.341 0.325 0.331 0.290 0.334 0.3080.302 0.282 0.302 0.327 0.341 0.325 0,327 0.282 0.318 0.295 0.328 0.284 0.297 0.3040.301 0.282 0.287 0.322 0.319 0.308 0.325 0.306 0.318 0.275 0.330 0,282 0.309 0.2920.297 0.312 0.298 0.322 0.322 0.308 0.325 0.282 0.332 0.292 0.332 0.283 0.309 0.3260.297 0.341 0.306 0.334 0.341 0.309 0.325 0.304 0.326. 0.289 0.308 0.295 0.309 0.3150.299 0.298 0.296 O.321 0.321 0.331 0.325 0.313 01309 0.306 0.307 0.299 0.279 0.3420.325 0.323 0.298 0.328 0.340 0.328 0.331 0.311 0.317 0.338 0.296 0.326 0.350 0.2950,300 0.312 0.347 0.324 0.332 0.312 0.345 0.295 0.317 0.308 0.297 0.293 0.301 0.3360.304 0.317 0.342 0321 0.335 0,311 0.344 0.295 0.312 0.305 0.296 0.328 0.316 0.3120.300 0.320 0,293 0.321 0.323 0,343 0.350 0.295 0315 0.304 0.296 0.325 0,307 0,3390.293 0.320 0.291 0.314 0.332 0.288 0.298 0.321 0.314 0.308 0.294 0.327 0.295 03050.297 0.319 0.295 0.316 0.302 0.292 0.298 0.297 0.312 0.333 0.293 0.349 0.295 0.3040.300 0.310 0.296 0.325 0.346 0.293 0.309 0.297 0.310 0.332 0.297 0.325 0.299 0.3040.300 0.322 0.327 0.311 0.300 0.265 0.300 0.297 0.312 0.332 0.300 0.321 0.317 0.3260.322 0.332 0.319 0.322 0.300 0.331 0.297 0.303 0.312 0.295 0.303 0.329 0.317 0.344

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Page 39: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

Unit: Salem I RFO 20 Date: 04114/10 T-MIN= 0.278 87.5% Nom. Wall= NoM. Wall = 0.337

ISI ID. AF9B

Color Code;

Component ID.

0.000 to T-MIN

Lowest Reading 0,291 Highest readina 0.371

>T-10IN fc;.17,5% NomWall >87.5% Nom. Wall to Nom. Wall >Nom. Wall

123

456

789

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Page 40: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

Unit: Salem I RFO 20 Date: 04114110 T-MIN= 0.278 87.5% Nom, Wall= Nom, Wall = 0,337

1ID._ 1,AF9B Component ID. Lowest Reading 0,291 Hin-hgst reading S-U71.

Color Code: 0.000 to T-MIN >Tr-Ml1 to N75 omn Wall >87.5% Nom. Wall to Nom. Wall >Nom. Wall

A B C68 0.342 0,325 0.32969 0,356 0.330 0.332

D E F G0,336 0.329 0.346 0.3220.323 0.339 0.331 0.321

H .I J K L M N0,313 0.320 0.321 0.3:1 0.337 0.334 0,3230.316 0.311 0.322 0,326 0.342 0.324 0.326

70717273747576777879

0.347 0.325 0.325 0.324 0.327 0.339 0.350 0.3180,325 0.322 0.364 0.337 0,335 0.322 0.320 0.3250.325 0.363 0.361 0,335 0,337 0.337 0.359 0.3210.322 0.358 0.314 0.339 0.359 0.334 0,319 0.3250.321 0.333 0.319 0,338 0,353 0.350 0.328 0.3100.335 0.360 0.363 0338 0.321 0.337 0.364 0,3300.329 0.336 0.329 0.343 0.334 0,332 0.323 0 3330.361 0.351 0.321 0.333 0.325 0.319 0.309 0.3230,316 0.363 0.318 0,337 0.332 0,305 0.317 0.3260319 0,339 0.334 0.339 0.326 0.367 0.315 0.327

0.3270.3170.3340.3160.3250.3130.3090,110,3220.322

0.324 0.338 0,3310.327 0.330 0.3540.329 0.326 0.3430.322 0.323 0.3310.335 0.357 0.3240.329 0.331 0,3230,331 0.335 0.3300.322 0.349 0.3360.325 0.341 0.3250.337 0,330 0.340

0.3310.3330,3300.3260.3340,3400.3380.3400.3620.341

0.3320.3310.3290.3200.3620.3150.3260.3420.3330.342

q Q, ý 40,1_8

Page 41: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

Unit: Salem I RFO 20 Date:• 04114110 T-MIN= 0.278 87.5% Nom. Wall= Norm. Wall= 0.337

ISl ID. AF13T Component ID. Lowest Readina 0u141 Holhest reading 0.367

Color Code: 0.000 to T-MIN ýT-MWN to 87.6T.', Nor, W~all >87.5% Norn. Wal to Norm. Wall >Nom. Wall

23456

789

1011

12131415

* 16S 17

*181920

22232425262728293031323334353637383940414243444546474849505152

A B0,314 0,3240.340 0.3140.301 0.3150,312 0.3030.313 0.3290.327 0,2980.328 0,2820.313 0.3030.301 0.2990,353 0.3230,296 0.3230.292 0'3050.335 0.3000.294 0.3060,297 0.3090.302 0,314

c0.336

0.2860.2990.2920.2930,2850.2950.300

0.2970.3010.3060.2880.3260.3020.3070.324

D0.3120.2940,2980.2750.2800,3090.3270.2950,2870.3030.2960.3050.2940.2890,2850.290

E F G H I J0,282 0.309 0,306 0,320 0,292 0.2810.294 0.300 0.313 0,327 0.318 0,3380.296 0.310 0.318 0.323 0.321 0.3100.331 0,333 0,305 0,316 0.326 0,2790,288 0.331 0.306 0.317 0.314 0,2820297 0.330 0.307 0.305 0.329 0.3280.321 0.293 0.303 0.313 0,325 0.3270.311 0.303 0,302 0.317 0,331 0,3350.338 0.306 0,304 0.306 0.332 0.3260.316 0.308 0,332 0.314 0.305 0,3080.327 0.310 0.308 0,312 0.292 0.3250,313 0.325 0.311 0.310 0,292 0.3110.283 0.319 0.312 0.311 0.298 0.3130.290 0,324 0.311 0,309 0,285 0.2970.326 0.321 0,310 0.299 0.295, 0,2990.276 0.320 0.332 0.304 0.299 0.304

K0.3090.3080.3210.3000,2990.3030.3190,3430.3060,2980.2990.3180.3120.3060.3150.305

L MI N0.300 0.316 0.2890.308 0.338 0.3300.304 0.275 0,3080.309 0.322 0.2700.319 0.331 0.3180,320 0.337 0,3230.286 0.320.0.3080,294 0.324 0.3050.287 0,328 0.3240.288 0,330 0.3440,287 0.332 0.3350.291 0.327 0,3250.288 0.310 0.3270.305 0.329 0,3150.282 0,325 0.3080.283 0,330 0.306

0.321 0.307 0.331 0.301 0.325 0,337 0.278 0,303. 0.289 0,296 0.307 0,317 0.333 0.3260.344 0.306 0.275 0.284 0.288 0.319 0.303 0.311 0.291 0,302 0.315 0.301 0.302 0.3350.320 0.298 0.291 '0.294 0.282 0.330 0,292 0.303 0.315 0.304 0.332 0.307 0.339 0.3070.333 0.313 0,319 0.300 0.280 0.295 0.2?4 0.305 0.309 0,309 0.320 0.309 0,324 0.3240.298 0,309 0.317 0.276 0,295 0.285 0.301 0.317 0.310 0.313 0,324 0.303 0.288 0.3190.293 0,323 0,323 0.298 0,290 0.312 0.297 0,318 0.313 0.299 0.321 0.311 0,309 0.2980.305 0.298 0.304 0.330 0.279 0.311 0,291 0.316 0.315 0.298 0.326 0.322 0.329 0.3320,3;;7 0.335 0.279 0.296 0.297 0,336 0.314 0.306 0.319 0.311 0.335 0.317 0,324 0.3350.291 0.321 0.294 0,285 0.292 0.312 0.308 0.307 0.337 0.303 0.322 0.287 0,311 0.3260.317 0.288 0.305 0304 0.298 0.314 0.288 0.313 0.336 0.319 0.325 0.332 0,321 0.3370.330 0.298 0.314 0.290 0.305 0.307 0.312 0.307 0.328 0.321 0.321 0.312 0,306 0.3160,313 0.321 0.307 0.291 0.324 0.306 0.313 0.304 0.326 0.326 0.286 0.313 0.314 0.3320.299 0.301 0.297 0.282 0,298 0.322 0.288 0.294 0.324 0,335 0.290 0.261 0.318 0.3200.295 0.289 0.285 0.293 0.289 0,306 0.318 0,296 0.330 0.318 0,288 0.290 0.337 0.2840.279 0.300, 0.280 0,304 0.297 0,305 0.317 0.299 0.309 0.324 0.333 0.295 0,315 0.3070.316 0.279 0.291 0.301 0.311 0,269 0.307 0.296 0.319 0,313 0.321 0,288 0.285 0.3140,306 0.302 0.298 0,302 0.278 0.301 0.312 0.325 0,324 0.287 0.324 0,275 0.284 0.2920.278 0.297 0.308 0.304 0.297 0.287 0.313 0.312 0.322 0.315 0.300 0,279 0.294 02900.292 0.299 0,306 0.307 0.298 0.314 0,308 0.284 0.326 0.300 0.336 0.281 0.332 0.3390,285 0,274 0.298 0.311 0.308 0.311 0.284 0,323 0.327 0.320 0.313 0,302 0,268 0,2700,316 0.298 0.308 0.344 0.288 0.283 0.297 0.315 0.325 0.282 0,309 0,329 0292,0.2930.325 0.307 0.316 0.299 0.291 0.274 0.316 0.320 0.292 0,283 0,312 '0 319 0.304 0.3200.283 0.277 0,281 0.310 0.306 0.285 0.338 0.333 0.265 0.284 0.326 0.308 0.288 0.2960.285 0.293 0.309 0,299 0,289 0.295 0.321 0.290 0.287 0.298 0.332 0.314 0.281 0.2940.316 0.299 0.311 0,321 0.292 0.299 0.329 0.332 0.287 0,312 0,302 0.330 0.310 0.2720.268 0.300 0,312 0.324 0.291 0.305 0.333 0.324 0.332 0,317 0.307 0,315 0.280 0.3030.279 0,298 0.313 0.300 0.315 0.308 0.338 0.325 0.299 0.310 0.311 0.316 0,287 0.3180,301 0.279 0.318 0.332 0.311 0.311 0,315 0,334 0297 0,326 0.314 0.325 0.298 0.3030.280 0.339 0.328 0,294 0.312 0,312 0.334 0.333 0.305 0.325 0.339 0,337 0.270 0,3010.278 0.300 0.330 0.285 0.327 0.291 0.335 0.319 0.339 0.281 0.307 0,321 0.333 0,2970.312 0.175 0.224 0.242 0.212 0.262 0.245 0,179 0.161 0.164 0,194 0.225 0.223 0,2160.309 0.311 0,215 0.247 0,186 0.255 0.200 0.194 0,225 0.243 0,245 0.226 0.222 0.2070.300 0.321 0.212 0,248 0.200 0.265 0.184 0.171 0,192 0.176 0.230 0.219 0.215 0.1830.295 0.306 0.244 0.225 0.193 0.253 0.181 0.144 0.179 0.178 0.209 0.218 0.217 0.1740.244 0.276 0.305 0.239 0.209 0.247 0,167 0,149 0,177 0,177 0.193 0.217 0.209 0.2460.237 0,251 0.190 0.283 0.230 0.228 0.143 0.154 0.164 0.192 0.197 0.278 0,236 0,190

535455565758596061626364656667

0,2570.1450.1540.2440.2180,1980,2090.2160.2340.2200,2270.2230.1930.1850.187

0.222 0.220 0,2370.266 0.256 0.2350.235 0.257 0.2620.193 0.281 0.2370.189 0.192 0.2310.235 0,195 0.2020.212 0,250 0.1900.229 0.262 0.1600.248 0.147 0.1410.242 0,264 0.1740,231 0,187 0.1780.222 0.225 0,1970,248 0.203 0.2020.280 0.245 0.2060.240 0,240 0.192

0.243 0.163 0.143 0,192 0.239 0.1920.222 0.190 0.169 0,195 0.154 0,1840.262 0.206 0,165 0.164 0.146 0.1750.273 0.201 0.156 0.189 0.191 0.1930261 0.199 0.177 0,182 0,158 0.2020.167 0259 0.165 0.169 0.176 0.2140,226 0,223 0198 0,176 0,164 0 1960.152 0.217 0.179 0,185 0.237 0,209

0.236 0,252 0.169 0.174 0.178 0,2240.245 0.206 0.185 0,198 0.171 0.2210.168 0.189 0,187 0,200 0.186 0.2070.239 0,207 0.210 0,171 0,199 0.207

0,201 0,2140.214 0.214

0.240 0.1900.272 0.167

0.225 0.208 0,230 0.1900.220 0.199 0.228 0.1780.223 0.182 0.218 0.1740,204 0,191 0.219 0,1.790,268 0.216 0,217 0.2190.228 0.208 0.175 0.2220.212 0.205 0.209 0.2300.230 0.201 0,224 0.2200.219 0.198 0.224 0.2330,242 0.215 0.224 0,228

0,2010.1940,175

0.197 0.201 0.170 0.205 0.193 0,227 0.2330,234 0.190 0.170 0.190 0,198 0.205 0,2380.223 0.206 0,169 0.188 0.212 0,208 0.224

0.217 0.2260.225 0,2320.219 0.225

Page 42: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

Unit: Salem I RFO 20 Date: 04/14MO1 T-M[N= 0.278 87.5% Norn. Wall= Norn. Wall = 0.337

Lowest Reading 0.141 Highest reading 0,367ISI ID._AF13T Component ID.

Color Code: 0.000 to T-MIN I ,.C-r81l 10, 87 .5~% Noir' 'Nuli >87.5% Nom. Wall to Norn. Wall >Nom. Wall

68

69707172737475767778

A B0.180 0.2320,189 0.2040.253 0.2910,301 0,2880306, 0.2850,285 0.3050.294 0.2830.293 0.2920.283 0.2760.289 0,2780.278 0.287

C0.1490.2340,2540.28402970.2950.3120,3240,3110.3080.291

o E F G0.209 0.222 0221 0.2280.190 0.226 0.222 0,1950.306 0.299 0.279 0.2820.284 0.273 0,275 0,2660.303 0.335 0.317 0.3040.281 0,291 0.291 0,2920,328 0.280 0.295 0,3090,303 0.332 0.305 0.2800.284 0.288 0.309 0.2840,306 0,277 0.290 0.270

H I0.207 0,1950.165 0.2000.288 0.3210,303 0.3260,301 0.3240.296 0.2940.269 0,2950.302 0.3020.303 0.2770.290 0.275

J0.2000,205

0,2910.3060.3130.3320.3310.2960,3040.2770.2780.291

K L M0,214 0.234 0.2320228 0.240 0.2390,311 0,284 0.2990,298 0.327 0.3020,293 0,287 0.3140.289 0298 0.3170,285 0,301 0.3010.279 0.304 0.2980.282 0.309' 0.3010.281 0.315 0.3020.326 0.304 0.3050.324 0.300 0M280

N0.2240.2430.2770.2820.3100.3080.2850,2950.2980,3000.2910,298

0.292 0.318 0.292 0.272 0.288 0.29079 0,304 0.280 0,312 0.325 0.285 0.326 0.304 0.323 0.310

2

So ;4

Page 43: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

Unit: Salem i RPO 20 Date: 04M1t/t T-MIN= 0.278 87.5% Nom. Wall= Nom. Wall = 0.337

ISI ID. AF148 Component ID. Lowest Reading 0,271 Highest reading 0.344

Color Code: 0.000 to T-MIN >T-MIN to 87.5% Nora Wall >87.5%/a Nom. Wall to Nom. Wall >Nom. Wall

123456789

1011

1213141I16171819202122232425262728

A0.3060.2900.2980.3010,2990.2890.3090.2980.2980.2990.2890.2910.2900.2990.2980.3050,3060,2890.2890.2870.2890,2800.2920.3160.290

B C D E F G H I J K L M N0.339 0,339 0.291 0.292 0.303 0.298 0.294 0,335 0.305 0.282 0.316 0.285 0.3020.297 0.328 0.321. 0.292 0.336 0.296 0.290 0.274 0.299 0.300 0.307, 0.299 0.2990.291 0.294 0.306 0.290 0.304 0.293 0.294 0.273 0.307 0.335 0.308 0.298 0.2790.292 0.291 0.309 0.299 0.291 0.298 0.277 0.306 0.306 0,321 0.277 0,294 0.290

0.331 0,301 0,340 0.293 0.293 0.293 01290 0.304 0.299 0.321 0.275 0.294 0.3180.279 0.296 0.339 0.305 0.294 0.293 0.302 0,281 0,294 0.326 0.298 0.295 0.3230.273 0.314 0.320 0.278 0.295 0.290 0.338 0.289 0.308 0.323 0.298 0.342 0.3240.281 0.302 0.308 0.278 0.299 0.295 0.303 0,306 0.292 0.278 0.328 0.316 0.3000,331 0.297 0.308 0.304 0,298 0.289 0.303 0.311 0.309 0.276 0.286 0.317 0.3010.293 0.280 0.285 0.281 0,292 0.289 0.271 0.305 0.311 0.326 0.305 0.297 0,3070.296 0.298 0,286 0.289 0.296 0,304 0293 0.279 0.301 0,325 0.306 0.297 0,2850.282 0.302 0.339 0,291 0,297 0.309 0.283 0.281 0.291 0.328 0.305 0.296 0.2940,294 0.293 0.339 0.305 0.297 0.309 0,315 0.285 0.274 0.308 0.309 0.275 0.2920.293 0,292 0.294 0,282 0,302 0.311 0.281 0.294 0.311 0.278 0.309 0.295 0,2950.296 0.289 0.271 0.337 0,339 0.308 0.281 0.300 0.312 0.277 0.303 0.293 0.2730.328 0.341 0.273 0.337 0.322 0.289 0.287 0.303 0.315 0.290 0.299 0.307 0.2720,305 0,284 0.300 0.305 0.306 0.299 0,296 0.295 0.280 0.305 0,303 0.299 0.2910.295 0.292 0.335 0.298 0.275 0,291 0.294 0.299 0.304 0.286 0.298 0.295 0,278

0.291 0.297 0.335 0.292 0.322 0.305 0.300 0.300 0.279 0.295 0.326 0.301 0.2880.289 0.292 0.300 0.294 0.290 0.288 0.295 0.304 0.282 0.324 0.329 0.294 0.2990.330 0.297 0.328 0.293 0.292 0.287 0.293 0,285 0.294 0.323 0.306 0.289 0.2720.279 0.299 0.276 0.295 0.292 0.289 0,324 0.282 0.292 0.302 0.305 0.293 0.2740.315 0.322 0.290 0,328 0.297 0.294 0,320 0.281 0.284 0.298 0.302 0.297 0.3010.287 0.295 0.282 0.277 0.280 0.300 0.278 0.278 0.281 0.298 0.316 0.281 0.2900.289 0.298 0.290 0,278 0.300 0.301 0.278 0.278 0.303 0.305 0.274 0.284 0.301

0.278 0.294 0.298 0.2820.290 0.295 0,295 0.2960.300 0.294 0.296 0.284

0,292 0.299 0.294 0.289 0.282 0.279 0.303 0.293 0.297 0.2740.279 0.311 0.297 0.335 0,306 0.296 0.343 0.279 01290 0.2930.279 0.290 0.296 0.334 0.307 0.302 03,4A 0.253 0.304 0.291

J

Page 44: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

Unit: Salem 1 RFO 20 Date: 04111110 T-MIN= 0.278 87.5% Nom. Wall= Nom. Wall = 0.337

Lowest Reading 0.271 Highest reading 0.344ISI ID. AF14B Component ID.

Color Code: 0.000 to T-MIN >T.MIN to 8~7.511/ Nc,' Will >87.5% Nom. Wall to Norm. Wall >Nom. Wall

*234

* 6*7

89

10* 11

1213141516171819202122232425262728

A0.3060.2900.2980.3010.2990,2890.3090.2980U2980,2090.2890.2910.2900.2990.298023050.3060.2890,2890.2870.2890.2800.2920.3160.2900.2780.2900.300

a C 00.339 0.339 0,2910,297 0.328 0.3210.291 0,294 0.3080,292 0.291 0.3090,331 0.301 0.3400,279 0,296 0,3390.273 0.314 0.3200.281 0.302 0.3080.331 0.297 0,3080,293 0.280 0.2850.296 0,298 0.2860.282 0.302 0.3390.294 0.293 0.3390.293 0.292 0.2940.296 0,289 0.2710.328 0.341 0.2730.305 0.284 0.3000.295 0.292 0.3350,291 0.297 0.3350.289 0.292 0.3000.330 0.297 0.3280.279 0.299 0.2760.315 0.322 0.2900.287 0.295 0.2820.289 0.298 0.2900.294 0.298 0.2820.295 0.295 0.2960.294 0.296 0.284

E F G H I0.292 0.303 0.298 0.294 0.3350.292 0.336 0.296 0,290 0,2740.290 0.304 0.293 0ý294 0.2730.299 0,291 0.298 0.277 0,3060.293 0.293 0,293 0,290 0.3040,305 0.294 0,293 0,302 0.2B10,278 0.295 0.290 0.338 0.2890.278 0.299 0.295 0.303 0.3060,304 0.298 0.289 0.303 0.3110.281 0.292 0.289 0.271 0.3050.289 0.296 0,304 0.293 0.2790.291 0.297 0,309 0.283 0.2810.305 0.297 0.309 0.315 0.2850.282 0.302 0.311 0.281 0.2940.337 0.339 0,308 0.281 0.3000.337 0.322 0.289 0.287 0.3030.305 0,306 0.299 0.296 0,2950.298 0.275 0.291 0.294 02990,292 0.322 0.305 0 300 0.3000.294 0.290 0.288 0.295 0.3040.293 0.292 0,287 0.293 0.2850.295 0.292 0.289 0,324 0.2820.328 0,297 0,294 0,320 0.2810.277 0.280 0.300 0.278 0.2780,278 0.300 0.301 0.278 0.2780.292 0.299 0.294 0,289 0.2820.279 0,311 0.297 0.335 0.3060.279 0.290 0.296 0,334 0.307

J0.3050.299

.0.3070.3060,2990,2940.308012920,3090.3110.3010.2910,2740.311

K0.2820,3000.3350.3210.3210,3260.3230.2780,2760.3260,3250.3280,3080.278

L M0.316 0,2850.307 0.2990,308 0.2980.277 0.2940.275 0.2940.298 0,2950.298 0,3420.328 0.3160.286 0.3170.305 0.2970.306 0.2970,305 ý0.2960,309 0.2750.309 0.295

N0.3020.2990.2790.2900.3180,3230M3240.3000.3010.3070,2850.2940.2920,295

0.312 0.277 0.303 0.293 0.2730.315 0.290 0.299 0.307 0.2720.280 0.305 0.303 0.299 0.2910.304 0.286 0.298 0.295 0.2780.279 0.295 0,326 0.301 0.2880.282 0.324 0.329 0,294 0.2990.294 0.323 0,306 0.289 0.2720.292 0,302 0.305 0.293 0.2740.284 0.298 0.302 0.297 0.3010.281 0.298 0.316 0.281 0.2900.303 0.305 0.274 0.284 0.3010.279 0.303 0,293 0.297 -0,2740.296 0.343 0.279 0,290 0.2930.302 0.3ýi4 0,283 0.304 0.291

h

12l2- Jý %

Page 45: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

OU-AA-335-004Revision 1

Page 12 of 14

ATTACHMENT 3UT THICKNESS DATA SHEET

PAGE 1 OF I

FULTRASONICTHICKNESý,

CALIBARATION DATA SHEET

Plant: ULnit:, Daoe. .. ..

lProcedure Number/Rev: D Q - AAI~- 135 - 0o

Repun Number.2

page o

Iv'o' 0 o,,2J

E uinment Data

instrument Information

Manufacturer

Model

SerialNumber .T ±~ iL

Manuracturcr;

Seriul Number:

Style:

Calibration Data

Transducer InrFormation

a"A E~jc sire: Li~ 37i~ S Freq: 5 Mv~k

__________ Cooplant: j. (.ae[latch: 0

Calibration Block

Type: S "

Material: c •'

CutFrtlk S/N: 01- 'C.l tBlk Te~p Y, 6 1Temip S/N pJ

Cal Time in: t2J Ocr ,-

Calibration Block Readings

Actual (T): 0 0 Mwsurcd (T): o4),2o,0 ,2.06

,, _oo .q3o, 5o ,SoO

Cal Check: 4 "

Comuionent Examination In'nomatlio

Cal Out time: //~~6r

I

IANIL

Date:

Date:

Cý5 4 gp

Page 46: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

OU-AA-335-004Revision 1

Page 12 of 14

ATTACHMENT 3UT THICKNESS DATA SHEET

PAGE 1 OF I

I-F I ULTRASONICTHICKNESS

CALl BARA'rON DATA SHEET

Plant: Unit: - Dame:/i"

ProceduroNuibert(tecV: Q Q- 863-35 - 004 RUA

Report Ntinber.t

Pnjoe _________

instrumfenlt Information

Mnnufaicturer: '2&kLLJA2z--riex

iModct 3- DLV

iScrint Numnber 011z 7 qo

lrouipment Dsita

Mantifactutcr:

Scriai Number:

Style:

Casbz iv Dt

Couphltait uN'ljIPA1Batch;: o

Calibrntlon Block

Type:

Cal lkm SIN:

Iremp SIN tt

Collbr~ation Block 1Rendings

Actual (T): (00 measured(): ý~

L4oo___

Cal Time in: Gul Clieck: ._ /V ý/+

Cmompone~nt V.,arniftattnmi lrmfcrmatiopt

Cal 011t time: / z 11 A,1

Conmamaicm:

rurmimcr. t .1 f /9C' Level:

Reviewer:

Dae / J

Date:

Date:

1ýt 1ý +ý

Page 47: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

OU-AA-335-004

Revision 1Page 12 of 14

ATTACHMENT 3UT THICKNESS DATA SHEET

PAGE 1 OF 1-

FULTR(ASONICTHICKNESS

CALIBARATriON DAT'A SHEET

Plant: _______et _____- Unit: IDate: 9/3z/10

Procedure Number/Rev: 00Li- A - 3351 ((4 ~Rw.ij

tepurttNuinber:_________

Page of__CI~____

w~o#i4o424

.Equipment Datit

Instrument Information

'Maaufneturer. N AM,ý 4ý

'Modell PJL lLI

Serial -Nurmber t &1

Maiulemtrer,

seriai Numrber:

Style:

C;nlibrafipa Data

1iranaduer lnrurniatir

ýA3sir q31

Calibrntimo Block

Type: S-'-

Material:

Ca hilkTem p m t,ýTemp S•N

Callbration Block Readings

A ctial (TY. -I Ma0 ,toured (T

_______ *4 0

Cat' Tne in: j 2 : C30^ Cal Cteek: 1-14

Copnmmrent Examinationm Inlctrmaliort

Cul Out timc: / . 0 ! ,1

:.;tguiirm ~ m~ V ' ~ '' ~

Commcnts:

Reviewer: Date:

ANII: Date:_________

rý5- q 4ý

Page 48: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

OU-AA-335-004Reviýi6oni

Page 12, of 14

ATTACHMENT 3UT THICKNESS DATA SHEET

PAGE 1 OF I

F ULTRASONIC

THICKNESSCALIBARATION DATA SHEET

Plant: s__ _m_ , Unit: I Date: q11 O

ProcedureNumber•R•v: o0 -p,•,-33'•.S"oo4 Rw. A

Report Number:

Page ___of'____

%W1O# 4OWZ4,Z-(al

Instrument Information

Matitstfacturcr:

Serial Number

Calibration Block

hYpe: ý

Materil d i

CalRik SIN: -Y7 - 'l-Cal 13k Temp A n IrtETen pS.N 9 1 N

Eq nuipment. Data

Manufactorer:

Serial Number:

Style:

Calibration D~ata

T'ransduceer Informatio

?AJA4

- E rIC,ý Size: q34

Freeq: S tq hz..Coup anc L)I±c~.J11JBatch:&IZS

Calibration Block Readings

Actal (T): DJ M -asured M: ,( D

_,_..oo 4oo

Cal Time in: Cal Check- 1Ad t,

Component Examination Information

Cal Out ftime: / z !1 qt*,,,VN

Comments:

rxaminer: .114C4A (-' I~e'4 0 Lvel

Reviewer:

AN II;

// Date: 0/1/

Date:

Page 49: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

OU-AA-335-004Revision 1

Page 12 of 14

ATTACHMENT 3UT THICKNESS DATA SHEET

PAGE 1 OF 1

FULTRASOkiCTHtCKNESS

CALHIARArION DATA SHEET

Pat.SAUnit: -IDate: q-i/i /1

Proeduhre iNuber/Rev~: o A.- - s$35 - 0 4 RexC y.

Re~pu Nuinbc47-

ntimuacturcr. 2ýArAr(

Model 3-,DLp

Sefrini Number -7±i~i..±

E uinme nt. Data

Manufmmcturer,

Serial Number:

Style:

Caflbritlon Data.

Transducer inrurimiatin

?A N A M F Siz.e: ,13q

Couplant: Ui e ý6Bar,*;

Calibrntion Blocki

Typeý

M a te rni l .-

iCa B Ik SIN:

Tup S/N

Caltbr~atior Block Reaidings.

Actual (T): oMeasmured(TM: .10

_00 ~ Soo

Cal Time in: / _- : 01, Ciii Check: ý

Cumponentx 1xmination lpfr~rmtion

Cal Out tin=: Z 00 ,\

- I I PI l___ý R"t

Comments:

E mvie ::/ Date.. .. ,

Reviewer Date:

ANII: _______________________Date _________

sý ý 4ý

Page 50: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

OU-AA-335-004Revision 1

Page 12 of 14

ATTACHMENT 3UT THICKNESS DATA SHEET

PAGE 1 OF 1

FULTRtASONICTHI1CKNESI

CALIBARATION D)ATA SHEEFT

Plant:Ui: Date: ' ~ /

Procediurc Nuinburfte~ QV \~ 3 00 - AP V A L 5.i

Rcpei Ntumber:'

wt n _____oF____ý

Iruuipmei t Wis.

Instrumnri Uirorinuflon

Minnfneturer. A.,0m re<

M odel 3 1 L V u -SeriaVNurnber Nz'Iq1

Manufriuturcr

Serial Number:

Style;

CnalbrufI•a DaIt

Trransdueer lnfurrnatlron

-7o 43-7 S lrraq: *Couplant U jJBiatch:

Culibrafloo Blnck

Cal B1k S(N:

Cixl Blk Tempip L ~ JLTemp SIN ~

Cal Time in:

Callbr~atin Block R~ead Ings

ActuM MT: 100 Muasured(T): 0

5oc' 'Soo

Cual Chcck: N11

C omponent Examinilnalia Wnfrmution

Cal Oat tine: /.36v--

Comments:

Reviewer:

AWLI

~* ~~~1•CVcl: II Date:

Date:

Qa-IV q e1i

Page 51: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

~a

OU-AA-335-004Revision I

Page 12 of 14

ATTACHMENT 3UT THICKNESS DATA SHEET

PAGE 1 OF 1.

Procedu~re Ntinber(Kcv: D AA \ ~- S35 - 00Q 4~ RU

Page 52: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

OU-AA-335-004Revision 1

Page 12 of 14

ATTACHMENT 3UT THICKNESS DATA-SHEET

PAGE 1 OF i

F -ULTRASONICTHICKNESS

CALIBARATnON DATA SHEET

Plant: SA -M Unit: I Date:

Procedure Number/Rev: DO-RA-S 5 004 RUA

R"ptrt Number'

Page o(i f_____

w/C ýeo________

. Cuinment Duts,

Enstruine I Infortnalion

Ser~i~alNmer 0-1 .

Manufacturcr:

Serial Number:

Style:

Transducer inforrnation

N__P,_m __ Sie: s l13q

70 725-IS F req: -5 M k 2-Lý-bu P, kCoupiunt: b I i'ý.c44T

Cnlibriflion

Calibrastion Block

Type:

Me CHmi

Ca InpSIN

Calibration Block Readings

ActesiCM: 0 0 M eastircd (1): 0/

"30

Cal Out titme: I 3o Am1"Cal Time in: 0: Do Ar-l Cil Check:

Component Examin

Commecnts:

1xzl mi ner;ýt 46Vr c ___________

Reviewer:-

ANIL: _______________

Date:/

Dntc:

Date:

ý0 6ý Aý

Page 53: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

OU-AA-335-004Revision 1

Page 12 of 14

ATTACHMENT 3UT THICKNESS DATA SHEET

PAGE 1 OF 1!

I I~hUhASOkICTHICKNESS

CALIBARATION DAT .A SHEE~T

Plant: S ?MUnic I Datet: q lit 10

Proedurt Nu~nbcrftcv; 0 U-A - 335 - 00 4 Re I

Report Nklinben:'

W/Oi g OO)4X

Iqip:imentDahn

instrum e it ln ortuatioii

mon"Ifacturen.2 J rý .

Mvodel 3- L

Seninl Number o2I1If17 I{

Transducer Inorarinaflonnrcuc. R

AM F r

SerinlNuinber. 7o,1Style: 2-A\

Cilibrnflon Dubn

Calibration Block Rb

n•r

Type'.

maternia:

CaIBtk~clnp

Temp SIN

Cal Time in: 06fI

Actual (T): (0

.25oc)

'S i ZC:

rreq: ; 'h

*coupwit, r

endings

M~U~sured ml': I 0/)

Soo

Cal Gal fimu

Compuonent FRxanintlon Inforniratlnn

k mII __________________1_______2_ Dute: ___________

4v &

Page 54: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

OU-AA-335-004Revision 1

Page 12 of 14

ATTACHMENT3...UT ZHICKNESS DA TI A SHEET

PAGE' I OF 1,

FULTR~ASONICTHICKNESS

CALIBARATUON DAT A SHEET

Plant: . .SA 4LJ ............ Unit: IDate:

p~rocedlure Nuinburtfcv: DQV A A~ - 13 35 -0 0 4' 'RePx-. i:

It c-port Nminbcr:'

page (i

wiow________1,

Eiiuipmen(DtlIot

'tnstrurnett Irirormalion

Manufnchirer: ) j M

Modl

Seritl Number o

Manufacturer.

Serial Number.

Style:

Cnil~bra~lln Mint

'rratvistiucer Informnation

Couplant:U14pB~atch: D

Calibration Block

Type:

Ca, "'k SN

3ir h

Cal 81k Temup

Tar~ pSIN~

Calibration Mtock Readings

Actun) (1'):. _(OO M ms'ured(TM: L

* 5o~,Soo

Cal Thnc in: ý* 30 AIr4 Cal Check:__________

C~monugent axminiftlon linrorination

Cal Out ime; Wo m

viRm C,6W TfailRdim; r."T ltlr-ýE&ffneeefitL-m r maq Yl i piiiafiiýP.2"'M i M "I'Vilmi : V11-MVIN ýt , Air,...,

Examiner:~ 'eri ~'br~~ tL~ 4 Level: _______ Dute: 7

Reviewer: Date:

JDate:

Page 55: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

OU-AA-335-004

Revision 1Page 12 of 14

ATTACHMENT 3 .UT THICKNESS DATA SHEET

PAGE 1 OF 1

F -I ~UU!TRASONIC.

THICKNESSCALIBARATION DATA SHEET

PlantI: Unit: Date:

Procedtirf Nunuibe±r/kc: DQV- - S3 5 - 001 o RUA'k.vEnutinmenL Deta

UtC111I Ntunber.'.

W/Oil (OooS42J4ý

Instruinctie.t irartnolion

Mnrinuffcturer. A)mnrz

Model 3-7DL 911ScrinlNunibcr li'7 ` 1 -

Cullibratiou Block

Type:

Muiternt:

CalBit.S/N:-

C si Blk Tenip tm 1NTcmp SIN' k.

Cal Time~ in; I . ~ ?

manuluc

Se'rial N

Styie;

CnIlbrullir

Transdceuvr in orruatio n -'

ume: 7 o 7-32s- Freq; 5 M k 217D,)Couphcnt: UI+?' C

Dula Batch:

Callbr~ation Block Readings

Actnal (T)t 0 0 Muusured (TM 1

.2.03 ,

Cmil Oil( timme; 3: 30 ?ý

mtitteIn Irrmation

Cali Check:

Componeant Examsin

qv&Mm-ý., 64,441e, I hm%,4.1 (lit 6iA-fff99" KU-MYA &I 1,WMWn-d&iiUfiWWkM

Coaminerncnmmm Dte:

Reviewer: Date:

tý q 4

Page 56: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

OU-AA-335-004Revision 1

Page 12 of 14

ATTACHMENT 3UT THICKNESS DATA SHEET

PAGE 1 OF I

I-F -

IUL-lthASONICTHIICKNESS

CALrBARATION DATA SHE~ET

Plant: SAJý Unit: Date: ~Ih

Procecdtrc Nuniberl/Rev~: V-A ~-~3 0i~'~~

Report Number:'

wP 4e ýof a _c,___4_Z

Equipmment Data

Instrument.Inrornialion

Manusfacturer

Model 3 L 2 QSeriat Number . li i~

'rransducer Inlurmation

Manufli

Serial N

Style:

Callbratll

Calibration Block

Type: '

Mra tial:

CutBlk Si-N:

Cal Btk Te.,1p

Temp SIN ? '

CalTimei: • :ym AM

cttrrer: BNSý"ire: q, 3lumber 70.-2.3T1S Freq: 5

________ Coap;lit: U~'

a Dala

Calibration Block Readings

Actual (T):. (00 Muesured (M'): 1 0 D

.40o ,2.00

,5oo "Soo

Cal C~lwck:____________

Component'PjKamtlnftion Ini'mrmatiat

Cal Out time: JI/:36 AM

51S_ O_1:10 VIM% m tITALW

1.... 1 ______

Comiments:

Examiner L0m, Aevel: f.Ly\ Date:

Reviwer:Date:

ANtI: Date; ________

COI'l ( I

4t q V14

Page 57: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

OU-AA-335-004.Revision I

Page' 12 of 14

ATTACHMENT 3UT THICKNESS DATA SHEET

PAGE 1 OF 1

F-UL'rASONIC

THICKNESSCALIDARATION DATA SHEET

Plant: Unit: Date: 1130Procedtic-umber/R=Z? -C 04 'R11i A

Paeof,_____

W/o Ri..100 5'4 2-4.

ESgucallnen Diats

InstrumrentL Infrtrnti~on

Malluzhcturc-P )r -

Model 3-1 D LSerial Number0'147q14

Manuracturer.

Serial Number.

Style:

C2allbr •on Data

Iransducer' Zn forrmsfla

?ANA M ;r e Size: 3

.Couplai uj2rr~ekI-Bath

Culibradoin Block

Type:

Material:

Cal Blk 'temp-

ClBkTe pS/N

Cal Time in: I z: 36&p1,

Callbr 'ation Block Readings

Actual (T): 0 Musssored(T: - ,~

L46o 7__66__

______ Soo

Cal Ont time:; -: oPcation Inlurmialtias

Call Clicak:

C(Impncoont Exurnin

if~~~~n a - i 'tw-n90&1 1111. 1icd _____aI___I_____ u

T.Amirerjormv 'Jtorn 0_ Dte 1

14evIe-er: Date:

AN11; Dowe

ts 1ý f6l

Page 58: Ahmed, Mohammad 1. · 2012. 12. 4. · Salem Design Engineering - Mechanical/ Structural P.O. Box 236, M/C 29, Hancocks Bridge, NJ 08038 Subject: Confirmation of design input information

A& T7- Ck .4~a.1-.r 3) 5 20 10 -4Ceh

4e. op r

-O.U-AA-335-004Revision I

Page 12 of 14

ATTACHMENT 3UT THICKNESS DATA SHEET

PAGE I OFl,

K ULTIWRONICTHICKNESS

CALIBARAIO DAT (ýIA SHEET

Plant: ý- ,MUnit:-Dt:q~ i

ProcecdureNumber/Rev:0 C)-AA- - 00O4 RUA

RePort Numbr,'n________

Pag~e ,of ____

wioi wo~4

r11 Iui--t Dý-h

Instrument Informa~tion

Manufacturer:?L, dr e<

Model 3 Ik2L 7ISerial Number 01 4'7q1-

Manufaicturer.

Scrial Number:

Style:

Callbrutlon Daha

*Iranscluccr ~nltrnia(ono

702C t'7-7S Freq: M Yk 2-~O L)A\Couplant: Vj±2 ýelI

Batch: b -31,7

Calibration Block

Cal Blk SIN: ZL i iCatl131k TeMp

Tcup S/N •

Cal Time in: ": A-M

Callbration Block Readinigs

Actua (): ( T! 0 Measured(T): 0 M:

l30044 •oo ,. 60,

CAlw Calc,: Cal Out timnle II 0 AM

Cornonent EamInation InFormatiot

-~~ ~C -~~ 4~.J~ fliiR~i~le~t

ExaminerLA ,M ,A lwk' Olt e Level Date: lqIIb

Re iewer: Date:

ANII: Date-: ....

4ý q +ý


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