View source for JAFP-84-0979, Discusses Inservice Insp of Welds in Recirculation & Associated Stainless Steel Piping Sys.Results of Insp & Corrective Actions Considered Adequate to Justify Continued Operation Until 1986 Refueling Outage.Insp Result Info Encl

{{Adams
| number = ML20106D352
| issue date = 10/21/1984
| title = Discusses Inservice Insp of Welds in Recirculation & Associated Stainless Steel Piping Sys.Results of Insp & Corrective Actions Considered Adequate to Justify Continued Operation Until 1986 Refueling Outage.Insp Result Info Encl
| author name = Mcneill C
| author affiliation = POWER AUTHORITY OF THE STATE OF NEW YORK (NEW YORK
| addressee name = Vassallo D
| addressee affiliation = NRC OFFICE OF NUCLEAR REACTOR REGULATION (NRR)
| docket = 05000333
| license number = 
| contact person = 
| document report number = JAFP-84-0979, JAFP-84-979, NUDOCS 8410250103
| document type = CORRESPONDENCE-LETTERS, INCOMING CORRESPONDENCE, UTILITY TO NRC
| page count = 235
}}

=Text=
{{#Wiki_filter:--                                          x y,   .
: e.         James A. FitaPatrick Nuclear Power Plant P.O. Box 41 Lycoming, New York 13093 315 342.3840 Corbin A.McNeill,Jr.
          #> NewYorkPbwer 4# Authority October 21, 1984 JAFP-84-0979 Director of Nuclear Reactor Regulation U.S. Nuclear Regulatory Commission Washington, DC 20555 Attention:
              ~
Mr. Domenic B. Vassallo, Chief Operating Reactors Branch No. 2 Division-of Licensing

==Subject:==
James A. FitzPatrick Nuclear Power Plant (JAFNPP)
Docket No. 50-333 Recirculation System Weld Joints

==Dear Sir:==

A thorough in-service inspection program has recently been completed of the recirculation and associated stainless steel piping systems at JAFNPP. IGSCC-like indications were found in six 12-inch dia-meter recirculation riser welds and four 28-inch diameter welds.
Attachment 1 provides a weld-by-weld summary of these indications including sizes and corrective actions taken.
To facilitate further discussion, it should be noted that each weld is identified by four sets of numbers. The first set is the pipe diameter, the second two sets identify the system, and the last is the individual weld number. The system number has been omitted, since all the welds under discussion are in the recirculation system.
Five of thc welds ware repaired by full structural weld overlay repairs, in which the design basis was to assume no structural credit for any remaining pipe wall over the entire length of the observed indication.         It is also noteworthy that the overlay designs included thermal expansion stress as a primary stress to account for possible low toughness material effects, and that the first layer of weld overlay material has been discounted in determining overlay thickness to r.ccount for possible crack propagation into diluted ferrite weld metal. These conservatisms were applied in addition to the standard weld overlay practices of controlling weldment ferrite and carbon levels and-applying the overlays with low heat input and water in the pipe. Design and application of the weld overlays applied at Fit 2 Patrick exceed the standard practices used in the large majority of weld overlays applied in U.S. BWRs in terms of their ability to restore design basis structural margins to the welds and to arrest any future IGSCC propagation in the weldment.
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              ..g J nb 7                      ' U.S. ' Nuclear R:;gulatory Commission.                                October 21, 1984 7                   ;s ; Attention:
EMr. D. B.-Vassallo                        JAFP-84-0979
                                  ; Subj ect:-l                 Recircul~ation System Weld Joints         Page                        4 ,
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Five. welds w'ith indications were evaluated in accordance with ASME
                                  -Section1XI, IWB -3640 and the recommendations of, NRC ~ Generic Letter
              .                       84-11. 'In all1 cases, the'-indications areishown to-be' acceptable.for
_                La' period ~in' excess of the time-to'the next scheduled plant outage,
                   ,                :inithelas-welded condition.= In addition,.each weld was also treated 1y IHSI, whichlshould inhibit further IGSCC_ propagation.in:these-
                                   .' welds'thus-; increasing 9their acceptability for continu'ed: operation by anfevenl larger margin.. It-isl noteworthy that the evaluations of these; welds also : included thermal' expansion stress .as a primary stress inidetermining-maximum allowable flaw size to account for-possible 1                      x ~1ow toughness material effects. - One final point.of significance is
'^
that.IHSI;wasLperformed.on-'a large percentage of the remaining.un-feracked_ welds,cthus: greatly reducing the probability of. future IGSCC
                                    -in these welds.
                                    ~
Considering the'above factors, the.New York' Power
                                  -Authority considers;the:results of the inspections and the corrective actions 1taken' adequate.to justify continued operation until the 1986
                                 , refueling.outageiat which time the relevant welds will be. reevaluated.
i,                    '_ Attachments 2Lthrough'6-to thisLletter transmitifracture mechanics fevaluation-of ultrasonicfindications for welds 28-53, 28-113, 28-112,
                                  ~1244,angJ12-17. These indication ~s were found by Ebasco personnel
                                  /using 45. and'60 angles of' shear waves at 2-1/4 MHz.                  The sizing was performed by KWU/UTL= personnel using various techniques including:
                                        -   <- ID mode conversion-                creeping wave
                     ,^
v SLfC140-dual' element multiple angle
                                              '-.45 g , 4^MHz-
                                                 -60 ,74'MHz'                   -
4 :
                                               -SUSI,=dualelement'focusegbeam
                                               - crackftip diffraction,-45 ,'4.MHz heaid_ wave,. creeping wave'on ID
                                '1 Att$chnient17)lis a summary of recirculation system weld inspections as of.this date.                            ,.,,
                                  ? Attachment 8 provides weld overlay reports.
tAttachment N pro.vides weld. overlay thicknesses.
            .; T Attachment.10 provides ul.rasonic test-data and polar plots for the riser.and safe-end-welds plus weld 12-02-2-70.
m
                                                       ~~
               '                    7 Attachment 11'provides simplified isometric drawings of the James A.
FitzPatrick. recirculation system.
If you have any qu'estions, please contact Mr. J. A. Gray, Jr.
C                _Very truly~yours, Yta $1'
< s.                                'CO     INlA'./M           ILL, . JR'.
CAM:SMT:lar
                                     ~ Attachments

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U.S. Nuclecr Rrgulatory Commicsion
                     ..                                                                                            October 21, 1984 Attention:.        Mr. D. B. Vassallo
                                        .                                                                          JAFP-84-0979

==Subject:==
 .         Recirculation System Weld Joints-                                               Page               'cc:      J. P. Bayne - WPO (w/ attachments)
R. Burns    .WPO (w/o attachments)
J. Gray - WPO f (w/ attachments)
S. M. Toth - WPO (w/ attachments)
D. Sancic 'WPO (w/ attachments)
T. Dougherty - WPO (w/o attachments)
P. C. Riccardella - SI (w/ attachments)
R. Patch - JAF (w/ attachments)
                      -Document Control Center - JAF (w/ attachments)
R.:J. Converse - JAF (w/o attachments)
Dr. Thomas E. Murley, Regional Administrator U.S. N.R.C. Region I 631 Park Avenue King of Prussia, PA 19406 L. Doerflein, NRC Resident Inspector

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.r Attachment 1 JAFP-84-0979 October 21, 1984 Weld Summary                 ,
New York Power Authority James A. FitzPatrick Nuclear Power Plant Docket No. 50-333 D
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                                                                                                                                                                     ?
b                                                                                                 WELD 

==SUMMARY==
.                             '                         I JAMES A. FITZPATRICK - RESULTS OF IGSCC INSPECTIONS                                       ;
Wald No. Loop Weld Location Crack Length Thru Depth                                                      IHSI Discovery        Previous    Corrective Remarks Type           Wall Var.             Method'         Inspection Action 12-4                       A   Pipe to                                    .C      1.0%   No   7.5%       Yes   U T- P r e &       6/83     IHSI_&
sweep-o-let                                                               9/84   Post IHSI                  Analysis              g 12-12                      A   Pipe to                                       C    100%   Yes  Avg.50%    Yes   PT, Visual,                 Weld       See Note   }'
safe end                                                  1    Max.100%   9/84 UT, Post IHSI                Overlay    l' Min.<5%
12-17                      A   Pipe to                                       C    4.0%   No   Max.10%    Yes   UT, Post IHSI 12/81         None       Indica-safe end'                                       '3.0%                     9/84                                         tions 90%
l                                                                                                                                                       apart 12-23                     A   Pipe to                                       C    100%   Ne>  Avg.40%    Yes   UT, Post IHSI      6/83     Weld       See Note safe end                                           int.        Max.75%    9/84                              Overlay    1 Min.(5%
12-64                     B   Pipe to                                       C    100%   Yes  Avg.30%    Yes   PT, Visual,                 Weld       See Note safe end                                           int. 2    Max.100%   9/84 UT, Post IHSI                Overlay    1 Min.< 5%
1"2-69                    B   Pipe to                                       C    100%   Yes  Not aplt   Yes   PT, Visual        12/81     Weld       See Note safe end                                           <      2               9/84 UT, post IHSI                Overlay    I 12-70                     B   Elbow to pipe                                 C    12.6%  No    45%       Yes   UT, Pre-IHSI      12/81     Weld 9/84                              Overlay 28-48                     A   Pipe to                                       C      1.1% No    15%       Yes   UT, Pre-IHSI                 IHSI &
                 '\                 safe end                                                                  3/84                              Analysis 28-53                     A   Elbow to                                      C       .3% No     5%       Yes   UT, Pre-IHSI       6/83      IHSI &
valve                                                                     9/84               _.
Analysis 28-112                    B   Elbow to                                      C       .6% No    17%       Yes   UT, Pre-IHSI       6/83      IIIS I &
valve                                                                     9/84                              Analysis 28-113                    B   Valve to pipe                                 C       .5% No    10%       Yes   UT, Pre-IHSI       6/83      IHSI &
                                                                              ,,,                             9/84                               Analysis Note                1- No pre-IHSI UT examination pe.?wrmed.
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Attachment 2 JAFP-84-0979 October 21, 1984 Fracture Mechanics Evaluation of Ultrasonic Indication in
                                          . Recirculation System Weld Joint 28-113 New York Power Authority
                                        . James A. FitzPatrick Nuclear Power Plant Docket No.J50-333 4
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    ..                    Page 2 PCR-84-058
                        . The applied stresses (pressure + DW + thermal + seismic) were also used, in conjunction with ASME Section XI, Article 148-3640, to determine allowable indication size. This result is illustrated in Figure 3. In accordance with the requirements of NRC Generic Letter 84-11, a maximum allowable crack size of 2/3 of the IW8-3640 limit is used to allow for uncertainty in crack depth sizing. Referrir.g to Figure 3, it is seen that this limit is not predicted to be exceeded for greater than 36 months in the subject weld, even considering as/ welded residual stress conditions. If IHSI residual stress benefits are accounted for, the flaw will remain at its present size, and thus satisfy the allowable flaw size limit by a large margin for the balance of plant life..
(k the basis of the above evaluation, it is concluded that continued operation of this weld, considering the observed indication, will not lead to a reduction in lant safety margins, or a plant operational concern. The application of,          to he joint further reinforces this conclusion.
Ve,ry      1   'r ,
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 !                 Figure 3.       Comparison of Predicted Crack Growth with Allowable Flaw Size Limits - Weld 28-113 1.0 Pm + Pb + Thermal
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l Attachment 3 JAFP-84-0979 October 21, 1984 Fracture Mechanics Evaluation of Ultrasonic Indication in Recirculation System Weld Joint 28-112 New York Power Authority James A. FitzPatrick Nuclear Power Plant Docket No. 50-333
                                                        --**~__-    -_ " * * '

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                                  ,          STRUCTURAL INTEGRITY ASSOCIATES
          .                                  3150 Al.MADEN EXPWY. SUITE 226 e SAN JCSE. CA 95118 + (408) 978 8200 ASSOCIATES                      ~.'
                                                                                ~
                                                                                           , October 3, 1984
                                                                                         .! PCR-84-056A J.F. Corameo T.L Gemeen                    . %R #J[k              _ _
A.J. Gwasuzzi A.N. Muccmos                  ! # OF FAGb. --f j
P.C. Recuou.a Mr. David Sancic New York State Power Authority P. O. Box 41 Lycoming, NY 13093

==Subject:==
Fracture Mechanics Evaluation of Ultrasonic Indication in Weld Joint 28-112 in J. A. Fitzpatrick Recirculation System

==References:==
: 1. GE Report 22A2622, Rev. 1, " Design Report, Recir-culation System for James A. Fitzpatrick Nuclear Power Station, ANSIB31.1 Calculations," Dec. 6, 1976.
: 2. EPRI Report NP-2662-LD, " Computational Residual Stress Analysis for Induction Heating of Welded BWR Pipes,"
EPRI Project T113-8, Final Report, Dec. 1982.

==Dear Dave:==

This letter summarizes our evaluation of the subject U.T. indication per your request. Input to the evaluation was as follows:
Indication Length - 0.5 inch                                                   _.
Indication Depth - 0.221 inch                                                  O       2 Pipe 0.D. - 28.363 inch                                                        9           $3 Pipe I.D. - 25.867 inch                                                        c1      ~ .lc l                                   Pipe Wall Thickness - 1.248 inch                                           .
m Og m         .m Applied Stresses (From Ref. 1, Node 175)                                        5 -     5~
Pressure + DW + Thermal - 6899 PSI                                                -
Pressure + DW + Thermal + Seismic - 7935 PSI l
l                                   Residual Stresses l                                   Pre-IHSI             Standard Distributions Post-IHS!
From Reference 2                                                          -
Figure 1 provides applied stress intensity factor versus crack depth data l
for three load cases used in the evaluation. Assuming the indication to be IGSCC, these stress intensity curves were used to perform IGSCC crack growth estimates for both as-welded and post-IHSI residual stress conditions. The resulting crack growth prediction is illustrated in Figure 2 for the as-welded case. The post-IHSI case is also shown, and results in no predicted crack growth for the balance of plant life.
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l Page 2 PCR-84-056A The applied stresses (pressure + DW + thermal + seismic) were riso used, in conjunction with ASME Section XI, Article IW8-3640, to determine allowable indication size. This result is illustrated in Figure 3.       'n accordance with the requirements of NRC Generic Letter 84-11, a maximum allowable crack size of 2/3 of the IWB-3640 limit is used to allow for uncertainty in crack depth sizing. Referring to Figure 3, it is seen that this limit is not predicted to be exceeded for greater than 36 months in the subject weld, even considering as/ welded residual stress conditions. If IHSI residual stress benefits are accounted for, the flaw will remain at its present size, and thus satisfy the allowable flaw size limit by a large margin for the balance of plant life.
On the basis of the above evaluation, it is concluded that continued operation of this weld, considering the observed indication, will not lead to c reduction in lant safety margins, or a plant operational concern. The appli tionofHItothejointfurtherreinforcesthisconclusion.
Very    uy'Murs i i
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e               Figure 2. Predicted Stress Corrosion Crack Growth for Observed Ultrasonic Flaw Indication a
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f,                       figure 3. Comparison of Predicted Crack Growth With Allowable Flaw 1                                           Size Limits - Weld 28-112 i
1.0 Pm + Pb + Thermal Sm
                                                                                               = 0.47 0.8     -
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W        0.6     -
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                           ,                                                36 Months d                                      18 Months 0.2     g Initial Flaw Size & Post-IHSI Case (No Growth)                            l l
0 0              0.1                     0.2        0.3        0.4             0.5 FLAW LENGTH / PIPE CIRCUMFERENCE (t/wDm)
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                                                                                                                             - . _ . _ . . .    /

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i Attachment 4 JAFP-84-0979 October 21, 1984
                       . Fracture Mechanics Evaluation of Ultrasonic Indication in Recirculation System Weld Joint 12-4 New York Power Authority James 'A. FitzPatrick Nuclear Power Plant Docket Nc. 50-333

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      -                                 3150 ALMACEN EXPWY. SUITE 226 . SAN JOSE. CA 95118 . (408) 978 8200 ASSOCIATES
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Octob2r 3, 1984 J.F. Commo T.L Geneen g Q F [ g G, [ ,_ ,d.~.   ... .
PCR-84-055A AJ. Gm a A.N. Muccanos P.C. Riccanonta Mr. David Sancic New York State Power Authority P. O. Box 41 Lycoming, NY 13093

==Subject:==
Fracture Mechanics Evaluation of Ultrasonic Indication in . Weld Joint 12-4 in J. A. Fitzpatrick Recirculation System

==References:==
: 1. GE Report 22A2622, Rev. 1, " Design Report, Recir-culation System for James A. Fitzpatrick Nuclear Power Station, ANSIB31.1 Calculations," Dec. 6, 1976.
: 2. EPRI Report NP-2662-LO, " Computational Residual Stress Analysis for Induction Heating of Welded BWR Pipes,"
EPRI Project T113-8, Final Report, Dec. 1982.

==Dear Dave:==

This letter summarizes our evaluation of the subject U.T. indication per your request.       Input to the evaluation was as follows:
Indication Length - 0.4 inch                                                N Indication Depth - 0.046 inch                                                     l2 n      y-m Pipe 0.0. - 12.662 inch Pipe !.0. - 11.442 inch cs       32 m    - : ?.
Pipe Wall Thickness - 0.61 inch
                                                                                                            $=    )_ = E g
Applied Stresses (From Ref. 1, Node 258)                                     M Pressure + DW + Thermal - 14030 PSI Pressure + DW + Thermal + Seismic - 17245 PSI Resittual Stresses Pre-IHSI          Standard Distributions Post-IHSI         From Reference 2 Figure 1 provides applied stress intensity factor versus crack depth data for three load cases used in the evaluation. Assuming the indication to be IGSCC, these stress intensity curves were used to perform IGSCC crack growth estir.:ates for both as-welded and post-IHSI residual stress conditions. The resulting crack growth prediction is illustrated in Figure 2 for the as-welded case. The post-IHSI case is also shown, and results in no predicted crack growth for the balance of plant life.
: m.      w.%..                              .                                            .

                       . ... . . n .c. .                                              - -                                         __
t ..       . .              .
j     e          The allowable end-of-cycle flaw size was determined in accordance with ASME Section XI, Article IW8-3640, and is illustrated in Figure 3 in terms ofc allowable flaw depth versus length. Note that although not required by IWB-
      ;                3640, thermal expansion stresses have been included in the evaluation to account for possible effects of low toughness weldment material.                        In accordance with the requirements of NRC Generic letter 84-11, a 6aximum allowable flaw size of 2/3 of the IWB-3640 limit (shown as a dashed line~ in Figure 3) is used to allow for uncertainty in flaw depth sizing.                    (
Referring to Figure 3, it is seen that the 2/3 of IWB-3640 limit is exceeded in approximately nine months in the as-welded case, but is satisfied by a large margin in the post-IHSI case, since no crack propagation is predicted.
To add further assurance in the post-IHSI case, the IGSCC crack arowth analysis has been repeated assuming various initial crack depths ranging upward from the observed crack depth. No crack propagation is predicted in the post-IHS! condition for initial crack depths up to .488 inches, or 80%
of the pipe wall. It is also noteworthy that, given the relatively short length of the observed indication (5% of circumference), it would not lead to any reduction in piping system safety margins, even if the above crack growth or initial flaw size estimates are significantly in error. Leak before break is clearly the expected, hypothetical failure mode for this indication.
On the basis of the above evaluation, it is concluded that continued operation of the plant with this weld, considering the observed indication and the IHSI tr ment.which has been applied, will not lead to a reduction in pl nt s fe y argi , or a plant operational concern.
l ry              our ,
            .                                   /                                                                o       .
P. C. Riccar ella                                                                         '
                       /dlh Enclosures                                                                                    f
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S TRUCTUR AL 3 INTEGRITY        u....
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   . .                            Figure 1.             Stress Intenstty Factor versus Crack Depth for J. A. Fitzpatrick i
               .       f. .                             Recirculation System Weld 12 4.
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               ~:                                                                                                              :g TIME ,' 1AAA-     --             ''.Hni lP..:i i                      PASNY-01., WELD 12-4 i                                                                                                                                                                    !

            -                  ~                               - - -                                                 _            __               ,_ ___
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* Figure 3. Comparison of Predicted Crack Growth with Allowable Flaw Size Limits - Weld 12-4.
P 1
1.0 Pm + Pb + Thermal Sm
                                                                                                                   =   1.02
                                         .8  -
IWB-3640 Limit M
W         .6  -
5 g                                                               2/3 of IWB-3640 Limit
(                 S w                       9 Months ( s-Welded} s
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                                         .2  -
Initial Flaw Size L Post-IHSI Case (No Growth)
                                                                                       '                 '              r              f 0
0                                         .1               .2              .3             .4      .5 FLAW LENGTH / PIPE CIRCUMFERENCE (f.hDm)

[    ,.
Attaclunent 5 JAFP-84-0979 October 21, 1984 Fracture Mechanics Evaluation of Ultrasonic Indication in Recirculation System Weld Joint 28-53 New York Power Authority James A'. FitzPatrick Nuclear Power Plant Docket 50-333
                +
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STRUCTURAL L NTEGRITY e.:sares 3150 At.MADEN EXPWY. SUITE 226 e SAN JOS5*. CA 9 site . i.:CU **'ibzoo g,[i*. ;
ASSOCIATES October 10, 1984 J.F. ComAmo PCR-84-057A T.L Geasta A.J. Ga%%uza A.N. Muccamos P.C. RecAmontA Mr. David Sancic James A. Fitzpatrick Nuclear Power Plant Lake Road East Town of Scriba Oswego, NY 13093

==Subject:==
Fracture Mechanics Evaluation of Ultrasonic Indication in Weld Joint 28-53 in J. A. Fitzpatrick Recirculation System

==References:==
: 1.   -GE Report 22A2622, Rev. 2, " Design Report, Recir-culation System for James A. Fitzpatrick Nuclear Power Station, ANSIB31.1 Calculations," Dec. 6, 1976.
: 2. EPRI Report NP-2662-LD, " Computational Residual Stress Analysis for Induction Heating of Welded BWR Pipes,"
EPRI Project T113-8, Final Report, Dec. 1982.
This letter summarizes ot;r evaluation of the subject U.T. indication per your request. Input to the evaluation was as follows:
Indication length - 0.28 inch Indication Depth - 0.069 inch Pipe 0.0. - 28.363 inch Pipe I.D. - 25.867 inch Pipe Wall Thickness - 1.248 inch Applied Stresses (From Ref. 1, Mode 331)
Pressure + DW + Thermal - 6985 PSI Pressure + DW + Thermal + Seismic - 8213 PSI                                              .
Residual Stresses Pre-IHSI          Standard Distributions                                                 ..
Post-IHSI         From Reference 2
                                                                        .-        --- ~. .-.          .
    --                 ~       n = -:__ __-_                     -                  -           --                        -- --- -

l'
: s.                                                                                     )
[   - 3,h Figure 1 provides applied stress intensity factor versus crack depth data for three load cases used in the evaluation. Assuming the indication to be IGSCC, these stress intensity curves were used to perform IGSCC crack growth    I estimates for both as-welded and post-IHSI residual stress conditions. The resulting crack growth prediction is illustrated in Figure 2 for the as-welded case. The post-IHSI case is also shown, and results in no predicted crack growth for the balance of plant life.
The applied stresses (pressure + DW + thermal + seismic) were also used, in conjunction with ASME Section XI, Article IW8-3640, to determine allowable indication size. This result is illustrated in Figure 3. In accordance with the requirements of NRC Generic Letter 84-11, a maximum allowable crack size of 2/3 of the IWB-3640 limit is used to allow for uncertainty in crack depth sizing. Referring to Figure 3, it is seen that this limit is not predicted to be exceeded for greater than 36 months in the subject weld, even considering as-welded residual stress conditions. If IHSI residual stress benefits are accounted for, the flaw will remain at its present size, and thus satisfy the allowable flaw size limit by a large margin for the balance of plant life.
On the basis of the above evaluation, it is concluded that continued operation of this. weld, considering the observed indication, will not lead to a reduction in plant safety margins, or a plant operational concern.
e 9
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l Figure 1.      Stress Intensity Factor versus Crack Depth for J. A. Fitzpatrick Recirculation System-Weld 28-53.
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Figure 2. Predicted Stress Corrosion Crack Growth for Observed Ultrasonic Flaw Indication - Weld 28-53 H
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                   .'"-2.-
Figure 3.             Comparison of Predicted Crack Growth with Allowable Flaw Size Limits - Weld 28-53.
1.0 Pm + Pb + Thermal Sm           = .48
                                         .8             -
IWB-3640 Limit i
_5                      i.                                                    N       s a
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                                       .4            -
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18 Months 2                                           /
                           -5 u.
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                                                          !aitial Flaw Size 3. Post-IliS! Case (No Growth) 0                                                                 1 0                       .1           .2           .3        .4         .5 FLAW LENGTH / PIPE CIRCUMFEREriCE (t/nDm)
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P-Attachment 6 JAFP-84-0979 October 21, 1984
;.                           Fracture Mechanics Evaluation of Ultrasonic Indication in Recirculation System Weld Joint 12-17 i
New York Power Authority James A. FitzPatrick Nuclear Power Plant Docket No. 50-333
                        =4.r 1
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                             ,                                                                                      \
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STRUCTURAL LNTEGRITY ASSMATES                                            -
  !                                    350 M.MADEN EXPWY Sunt 226 . SM JOSE CA 95H8 e Moel978820o i                                 ,-
:             ASSOCIATES        5~       ,'                                    October 18, 1984
                                          '                                                               :~'
J.F. Conw.a                                                   PCR-84-062 T.L Omeu        ' '
A.J. G-um                                   342-3840 p,$,k%                      TELECOPY(315)292,3 Ext.             min.
Mr. David 5ancic New York State Power Authority P. O. Box 41 Lycoming, NY 13093

==Subject:==
Fracture Mechanics Evaluation of Ultrasonic Indication in Weld Joint 12-17 in J. A. Fitzpatrick Recirculation System

==References:==
: 1. GE Report 22A2622, Rev. 1, " Design Report, Recir-culation System for James A. Fitzpatrick Nuclear Power Station, ANSIB31.1 Calculations," Dec. 6, 1976.
: 2. EPRI Report NP-2652-LD, " Computational Residual Stre.cn Analysis for Induction Heating of Welded BWR Pipes,'
EPRI Project T113-8, Final Report, Dec.1982.

==Dear Dave:==

This letter sumarizes our evaluation of the subject U.T. indication per your request.          Input to the evaluation was as follows:                   .
Indication Length - 2.90 inch Indication Depth - 0.061 inch Pipe 0.D. - 12.662 inch Pipe I.D. - 11.442 inch                                                         _
l Pipe Wall Thickness - 0.61 inch Applied Stresses (Frco Ref. 1, Mode 178)
Pressure + DW + The.wal - 17988 PSI Residual Stresses Pre-IHSI             Standard Distributions Post-IHSI            From Reference 2 Figure 1 provides applied stress intensity factor versus crack depth data               .
l for three load cases used in the evaluation. Assuming the indication to be              '
l                     IGSCC, these stress intensity curves were ustd to perfom IGSCC crack growth l                     estimates for both as-welded and post-IHSI residual stress conditions. The l                     resulting crack growth prediction is illustrated in Figure 2 for the as-l                     welded case. The post-IHSI case is also shown, and results in no predicted crack growth for the balance of plant life.
9 E 9 9-L 8 2 (8 0 7)               fNS     HNS      USW*        10 cI    02:2I 8I/01'P8 t           .-                          -                                _          .

l
  .l    ~'
1                          Page 2 0f 5                                                                                l
:i                       -PCR-84-062
                                                                            --. .                a                      '
   ;                                     i.      .
                           . The allowable .end-of-cycle flaw size was determined in accordance with ASME      :c-Section XI, nrticle IWB-3640, and is illustrated in Figure 3 in terms of allowable flaw depth versus length. Note that although not required by IWB-
   ,                         3640, thermal expansion stresses have been included in the evaluation to account for possible effects of low toughness weldment material. In accordance with the requirements of NRC Generic letter 84-11, a maximum allowable flaw size of 2/3 of the IWB-3640 limit (shown as a dashed line in Figure 3) is used to allow for uncertainty in flaw depth sizing.
Referring to Figure 3, it is seen that the 2/3 of IW9-3640 ifmit is exceeded fairly shortly in the as-welded case, but is satisfied indefinitely in the post-IHSI case, since no crack propagation is predicted. To add further assurance in the post-IHSI case, the IG5CC crack growth analysis has been repeated assuming various initial flaw sizes ranging from the observed UT depth. No crack propagation is predicted in the post-IH51 condition for initial crack depths up to 0.43g inches, or 72% of the pipe wall. It is also noteworthy that, given the relatively short length of the observed indication (8% of circumference), it would not lead to rupture of the pipe joint even if the above crack growth or initial flaw size estimates are significantly in error.        Leak before break is clearly the expected, hypothetical failure mode for this indication.
On the basis of the above evaluation, it is' concluded that continued operation of the plant with this weld, considering the observed indication and the IHSI treatment which has been appliec, will not lead to a reduction in plant safety margins, or a plant operational concern.
Very truly yours, bMef PcR P. C.       ceardella -
                           /dih Enclosures i
L 1t                                 .                                                  .
STRUCTURAL y INTEG5m d                                                                   .
[           scs t-tea (80 9)                         rNS HENS USW* 80d                  02:2I 81/01'98

                                                                                                     ~
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Figure 1.          Stress Intensity kA$$r Versus Crack Depth for J. A. Fitzpatrici:
l:                                             Recirculation System Weld 12-17.,
: 1.                                  ~
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* E 0 cI    02:21 8I/01'98

              .                                                             '.                                . r u3   ,v.      .
         ,   '.      Figure'2. Predicted Stress ' Corrosion Crack Growth for Observed                                                    '
    !                                 Ultrasonic Flaw Evaluation 1
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9 E 9 7-L 8 2 (9 0 7)                  fNS hlENS SSW* 90d                                   02:2! 8I/OI't8
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Figure 3., Comparison of Predicted Crack Growth With Allowable Flaw
                                           . Size Limits - Weld 12-17.
1.'                                                                                :.         -
1.0 Prn + Pb + Thermal = 1.06 Sm 0.8          -
IWB-3640 timit G                                                                                                                               '
E             0.6          -
5                             2/3 of                                                N w
__                       -               .                   \
6                                                          5.5M' ant %                        '
(As-Welded)s k                                                                              's s g             0.4          -                                                                                              -
a.
W                                                                                       s'*~ %
E g                                                                                                   '~-
0.2          -                                                                    -
Initial Flaw Size
                                                       & Post-1HSI Case (No Growth) 0 O                         0.1               0.2              0.3         0.4        0.5 I
i w
FLAW LENGTH / PIPE CIRCUMFERENCE (f./n0m)
!              9E97-L82(807)                                    fNS HENS                    'J S W
* 90d    03:31      8 T/0 I '98
: t.   -.                      _                              -

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Attachment 7                                          ,
JAFP-84-0979 October 21, 1984 Sunanary of Recirculation System Weld Ultrasonic Inspections (UT)
New York Power Authority James A. FitzPatrick' Nuclear Power Plant Docket No. 50-333
'    "          "     -'- -     <*- h_       _ s ep . # .%_. sw.h _      - - _ _ ca.., .._ = w. w-..

F        .,
J: f,'            4 j ..                     ,
Pipe Diameter             Total Welds         UT Inspections Completed *       )
l 12"                      40                           40 22"                      16                           16
                                 -28"                      41                           39**
                              *All UT utilized procedures and personnel certified in accordance
:with the requirements of-IEB 83-02 and Generic Letter 84-11.
                            **Two 28" welds were not subjected to UT because of their location under pipe whip restraints.
4 I       .a.--~                       +-.a._ . _                              __e. .. ,n ,.        .

            ?, ' {l. ,-
lj       ,-
tr li Attachment 8 JAFP-84-0979 October 21, 1984 Weld Overlay Reports New York Power Authority James A. FitzPatrick Nuclear Power Plant Docket No. 50-333 e
e h *6N-      ggg ,wg

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STRUCTURAL INTEGRITY ASSOCIATES 3150 ALMACEN EXPWY. SUITE 226
* SAN JOSE. CA 95t18 e (4C8) 978 8200 NM                                                                          October 12, 1984
{- g                                                                     PCR-84-060
: n. c---
A.N. Mucc w oe                                                                                                                       .~
P.C. W-~ n Mr. David Sancic New York State Power Authority P. O. Box 41 Lycoming, NY 13093

==Subject:==
Weld Overlay Design for J. A. Fitzpatrick Recirculation Weld 12-70

==Dear Dave:==

Attached per your request today are detailed design calculations for the weld overlay for the subject weld. This de. sign is a full structural overlay, which assumes that the observed crack is completely through the original pipe wall, over the entire observed length. (Actually, the recommended overlay thickness is adequate for through wall crack lengths up to 40% of the circumference. Lengths beyond this would require a somewhat thicker overlay).
Other recommendations regarding this overlay desigrt are as ,follows:
;                         . As-deposited weld overlay ferrite levels should be measured after each layer, and should be a minimum of 10 FN. The weld overlay material should also be specified to a maximum carbon level of 0.02%. This will ensure no propagation of the abserved IGSCc into the weld overlay.
                          . The minimum overlay thickness should be measured after the first PT clear                                                 ,
layer. This allows for the possibility of some propagation of the observed IGSCC into the ferrite diluted first layer.
                         . The welding should be performed using a controlled heat input process (<40 KJ/in) with water in the pipe to minimize any further sensitization of the underlying piping material, and to ensure a favorable residual stress pattern.
                         . The as-installed design should be subjected to a thorough preservice baseline examination, including ultrasonic examination of the weld overlay material and its bond to the pipe, and best possible examination                                                    -
l of the underlying weldment to define the existing indication.
The proposed design, implemented as outlined above, will produce a sound. long-term repair of the observed indication which ensures hat current design basis safety margins are maintained in the oint.                                /
l                                                                   V ry         u     yo s, ,
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                                                                                                                                        ~
Peter C. Riccardella
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File No. PASNY- 0 I~ 2ND Page    4 _ cf     I STRUCTURAL "N E3 ITV ASSOCIATE 3 WELD C'w'EL.rr SIZING CVCRLAY SIZING FOR CIRCUMFEREN7IAL CRACr,:-
PASNY-01. WELD 12-70,, WELD OVERLAY DES
* 3.-
WALL THICMNESS=0.6900 LOAD FACTOR = 1.00 ETRESS RATIC=0.640 L/ CIRCUMFERENCE
: 0. 0     0.1          0. 2   0. 3     0. 4    0.5-->1.0 FINAL A/T                  0. 7500 0. 7500 0. 7500 C. ''500 C. 7500 0. 7041 CVERLAY THICKNESS          0.2300 0.2300 0.230,0 0.2200 0.2300 0.2900 CRITICAL FLAW . SIZE FOR AXIAL CRACK:
PASNY-01..WE_D OVERLAY DESIGN WALL THICKNESS =0.6900 LOAD FACTOR = 1.00 STRESS RATIO =0.650                                                                                                .
L/SQRT(RT) 4 .
: 0. 0     0. 5         1. 0   2. 0    3. 0       4. 0       5. 0 FINAL A/T                  0.7500 0.7500 0.7500 0.7275 0.6938 0.6685 0.6558 OVERLAY THICKNESS          0.2300 0.2300 0.2300 0.2584 0.3045 0.3422 0.3622
: 6. 0     7. 0         8. 0   9. 0  10.0        11.0     > 12. 0 FINAL A/T                  O.6494 0.6431 0.6367 0.6309 0.6207 0.6207 0.1000 OVERLAY THICKNESS          0.3725 0.3830 0.3927 0.4037 0.4216 0.4216 6.2100

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g                   STRUCTURAL INTEGRITY ASSOCIATES 315o ALMACEN EXPWY. sutTE 226 e SAN JOSE. CA 95n8 e (4C83 978 82oc
                                                                        .a . ^         I.                                   ..
I ASSOCIATES                                              ''[  ~~
J.F. conew.o                                 l ' .T                        October 16, 1984 T.L Geneen            ~ ~'                 '
                                                                    ~."                           PCR-84-061 A.J. Gemeuza                           -
A.N. Muccwo                 ' * ~ ' ~ '
P.C. &ccanostu               ,-
                                                 ?-
Mr. David Sancic New York State Power Authority P.O. Box 41 Lycoming, N.Y. 13093

==Subject:==
Weld Overlay Designs for J.A. FitzPatrick Recirculation Welds 12-12, 12-23, 12-64, and 12-69

==Dear Dave:==

Attached per your request today are detailed design calculations for the weld overlays for the subject welds. The designs are full structural overlays, which assume that the observed cracks are completely through the original pipe wall, over the entire obser,ved length.                                                                            .
Other recommendations regarding the overlay designs are as follows:
As-deposited weld overlay ferrite levels should be measured after each layer, and should be a minimum of 10 FN. The weld overlay material should also be specified to a maximum carbon level of 0.02%. This will ensure no propagation of the observed IGSCC into the weld overlay.
The minimum overlay thickness should be measured after the first PT clear layer. This allows for the possibility of some propagation of the observed IGSCC into the ferrite diluted first layer.
The welding should be performed using a controlled heat input process (<40 KJ/in) with water in the pipe to minimize any further sensitization of the under-lying piping material, and to ensure a favorable residual stress pattern.
The as-installed des!gns should be subjected to a thorough preservice baseline examination, including ultrasonic examination of the weld overlay material and its bond to the pipe, and best possible examina-tion of the underlying weldment to define the existing indications.

                                                                                              ^
7_
             ~ -:
1                           .                           ,
                  .           .                      ' p.
October 16, 1984 PCR-84-061 d
The proposed designs, implemented as outlined above, will produce sound, long term repairs, of the observed indications, which ensure that current design basis safety margins are maintained in the joints.
V y r ly/ y            s
                                                                        /'   /l to l
Peter C. Riccardella
                            /rp i
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                .         .                                   , .p STRUCTURAL INTEGRITY ASSOCIATES WELD OVERLAY SIZING 0VERLAY SIZING FOR CIRCUWERENTI AL CRACK:-
TITLE:PASNY-01, WELDS 12-12 AND 12-64 WELD OVERLAY DESIGN WALL THICKNESS = 0.6900 STRESS RATIO = 1.130 LOAD FACTOR =. 1.000 L/ CIRCUM
                                      .0          .1             .2      .3          .4 .5->1.0 FINAL A/T             0.7500 0.7500 0,7500 0.7422 0.6919 0.5938 OVERLAY THICKNESS 0.2300 0.2300 0.2300 0.2397 0.3073 0.4721 CRITICAL FLAW SIZE FOR AXIAL CRACK:
TITLE:PASNY-01, WELOS 12-12 AND 12-64 WELD OVERLAY DESIGN WALL THICKNESS = 0.6900 STRESS RATIO = 0.650 LOAD FACTOR = 1.000
                        ,                       L/SQRT(RT)'
                                      .0         .5            1.0     2.0          3.0      4.0     5.0 FINAL A/T            .0.7500 0.7500 0.7500 0.7275 0.6938 0.6685 0.6558 OVERLAY THICKNESS 0.2300 0.2300 0.2300 0.2584 0.3045 0.3422 0.3622 6.0        7.0            8.0     9.0         10.0     11.0   >12.0 FINAL A/T             0.6194 0.6431 0.6367 0.6309 0.6207 0.6207 0.1000 OVERLAY THlCKNESS 0.3725 0.3830 0.3937 0.4037 0.4216 0.4216 6.2100 Prepared by: 6     4 b t o f4-Checked by: NE           'o/8/fsJ File No. PASNY- o I-2.e-o*
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            .                                              GEN (.aAL ELECTRIC CCMPANT                                                                                  SEEC NUsAM' M                                                                 d5Ve NG '     t P AGE NO,159 SOILING >ATER ACACTOR SYSTEMS DEPARTMENT FITIPatRICA AECIAC QI5CMARGE                                                           LINE S RISERS ANO *MCACER JOINT NO,'                              TYPE                             CO                 ID                                7                    INENTIA                          Z
           -4                                          19e                           NOZZLEf88v1                      12.662                  11.442 0 eto                                                    420.3                   66,423 Ist,000                                                    .                                               .               .                           ,
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EXPaMSICM                                           MONEMT5s                           300434,                                   204376,                          398047, DEAOLOAD                                            MOMENTSs                           =17042,                              =106225,                              *18871,
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* P4ES3uRE                                                                                                                                                :                7316,         0.460 s             12Y70,           0,oe9
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* 8529,        0,3,10 EXPAN5ICN ,SECCNOARY SEI4MIC                                                                                          ..
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                                                                ,5ENCHat. EL.ECTWIC CCMPANY                                      -
SPEC NQ) (([$72                               - -- G E y , NQ,1
                          .                          80! LING =Arta mEACTOR SYSTEM 3                                                                                                                 PACE NC ,75
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DEAOLQa0                           aC*ENf3s                       15195,                   12879,             *22a52, so!=asw sEfs=!C                    .c.twiss                       175af.                  4*e77               237 97c.
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* 3ECCNQa47 3LISMIC a        14259,             0.373 C. setmany se_ u S SECCN48v STRESS 8'ANCE                                                            *
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l STRUCTURAL INTEGRITY ASSOCIATES WELD OVERLAY SIZING OVERLAY SIZING FOR CIRCUMFERENTIAL CRACK:-
4 TITLE:PASNY-01, WELD 12-69 WELD OVERLAY DESIGN WALL THICKNESS = 0.6900 STRESS RATIO = 0.850 LOAD FACTOR = 1.000 L/ CIRCUM
                                          .0     .1        .2        .3       .4    .5->1.0 FINAL A/T 0.7500 0.7500 0.7500 0.7500 0.7500 0.6523 OVQJ./ THICKNESS 0.2300 0.2300 0.2300 0.2300 0.2300 0.3677
           -CRITICAL FLAW SIZE FCR AXIAL CRA G:-
TITLE:PASNY-01, WELD 12-69 WELD OVERLAY DESIGN
* WALL.THimNESS= 0.6900 STRESS RATIO = 0.650 LOAD FACTOR = 1.000 L/SQRT(RT)
                                         .0     .5       1.0     2.0       3.0         4.0      5.0
         ' FINAL A/T 0.7500 0.7500 0.7500 0.7275 0.6938 0.6685 0.6558 OVERLAY THICKNESS 0.2300 0.2300 0.2300 0.2584 0.3045 0.3422 0.3622 6.0     7.0      8.0      9.0     10.0        11.0     >12.0 FINAL A/T 0.6494 0.6431 0.6367 0.6309 0.6207 0.6207 0.1000 CVERLAY THICKNESS 0.3725 0.3830 0.3937 0.4037 0.4216 0.4216 6.2100
: 1.                                 -
_ s, Prepared by: IMM Io92O         -
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1 STRUCTURAL INTEGRITY ASSOCIATES i)                                          WELD OVERLAY SIZING OVERLAY SIZING FOR CIRCUMFERENTIAL CRACK:-
FITZPATRICK~ WELD 12-23
~
WALL THICKNESS =0.6900 LOAD FACTOR = 1.00 (I;        STRESS RATIO =1.310 L/ CIRCUMFERENCE
(.                                  0.0      0.1      0.2          0.3            0.4     0.5-->1.0 FINAL A/T OVERLAY THICKNESS 0.7500 0.7500 0.7500 0.7056 0.6421 0.5615
(.                              0.2300 0.2300 0.2300 0.2879 0.3846 0.5358 CRITICAL FLAW SIZE FOR AXIAL CRACK:
(.
                  .FITZPATRICK WELD 12-23
(          WALL THICKNESS =0.6900 LOAD FACTOR = 1.00
                   . STRESS RATIO =0.650
(
L/SQRT(RT) 0.0      0.5      1.0          2.0           3.0        4.0
_(.'        FINAL A/T                                                                                        5.0 0.7500 0,7500 0.7500 0.7275 0.6938'O.6685 0.6558 OVERLAY THICKNESS 0.2000 0.2300 0.2300 0.2584 0.0045 0.3422 0.3622
_(                             ~
: 6. 0     7. 0. 8.0          9. 0        10.0        11.0 FINAL A/T                                                                                       >12.0 OVERLAY THICKNESS     0.6494 0.6431 0.6367 0.6309 0.6207 0.6207 0.1000
_(                                 0.3725 0.3830 0.3937 0.4037 0.4216 0.4216 6.2100
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Attachment 9 JAFP-84-0979 October 21, 1984 Weld Overlay Thicknesses New York Power Authority James A. FitzPatrick Nuclear Power Plant Docket No. 50-333 D
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  .1' 1-Weld No.                       Length               Thickness **
12-70                           3.01"             0.23" 12-12                           3.01"             0.47" 12                          3.01"             0.47" 12-23                           3.01"             0.54"
                .12-69                            3.01"             0.23" - 0.37"*
                             ~
.                '* Ranges - Actual size will be determined after UT evaluation of indicax1on . length, t
               ~**After the first clean PT.
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Attachment 10
                                                               ~JAFP-84-0979 October 21, 1984 Ultrasonic Data-and Polar Plots For All. Riser to Safe-End Welds Plus Weld 12-02-2-70 New York Power Authority James ~A.          FitzPatrick Nuclear Power Plant Docket No. 50-333 e
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W                                                    RADIOGRAPHIC EXA.N!! NATION REPORT Cacoma y y f A                                                                       R.T. tro<educciner.Putn a (n um ns Im.                                RTI spuirnen De.ception ygeo tocuion        j4pypp e=ha.e =du no. yyo                        g 2 - 2 LI 6                               uuedalType           S/S w - k w atao.             M/A                                                        m /Th a n=s       / 2 els'o /,4,7g Welder L D.                7                                                         Specimen L D. RsetRt                   (AJEt h               2/ 8 Procedure Data Gamma                      l                  X Ray             //          Penetrame:er Desipacon                    [$p ll M2: hine Mfg.               p //              Required SennemtylEuennu Hois              y j eg 7-Source Type / g i 7 Z.
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Customer Review bdiogrsphed By:                                        Interpreted By:
                             *    '          -                  u Whf /(1/d4// le - .s           Date ff dame
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Lent 9/7-N Date
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TEMP             /2d SCAN COVERAGE
                        $ e wwAz                                         M o' sass MAren AL                                          @ Axl AL                                 @ cinCuMranENTI AL 4                                                                                                                 EQUIPMENT DATA SEARCN UNIT                                                                                        INSTRUM ENT ifo (tb                                               Manufactw.r         bAutr$t" Arf NAuAs.a Wo I                           .. T %L.NA Mansfacturw OsA m a                                                     ses.1 no.                  f/oM4/                            cat. Lenom         IM serie r,                         c siir                                                      e,                              z. < -                       Ri,          nu sia.                      h X d rr. A-      r,,,,,,          y   7 24'4r                   n., Ram                           o/4                        oa neing      off
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CALIBRATION CHECKS i
l                                100                                                                                                                              AMPL i 20% f 2d8)         swatP + tos or l                                                                                                               oF INITI AL AMPt.        IMITI AL LOCATION 90
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EBASCO SERVICES INCORPORATED WY                                        DATE                                                                                                                                    SMEET              OF
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CNNO. SY                                  OATE                                                                                              OFSMO                                                  Mo.
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                                    ' Weld 12-02-2-12 Reference        Remaining           Crack       Nominal Wall Distance                Wall         Depth         Thickness (inches)         ,
0.00            0.4000          0.3000              0.700 0.25            O.4000          0.3000              0.700 0.50            0.4000          0.3000              0.700 0.75            O.4000          0.3000              0.700 1.00            0.4000          0.3000              C.700 1.25            O.4000          0.3000              0.700 1.50            0.4000          0.3000              0.700 1.75            0.4000          0.3000              0.700 2.00            0.4000          0.3000              0.700 2.25            0.3500          0.3500              0.700 2.50            0.3000          0.4000              0.700 2.75            0.2500          0.4500              0.700
                     .3.00            0.2000          0.5000              0.700 3.25            0.1330          0.5670              0.700 3.50            0.0660          0.6340              0.700 3.75            0.0000          0.7000              0.700 4.00            C.0500          0.6500              C.700 4.25            0.0625          0.6375              0.700 4.50            0.0750          0.6250              0.700                 -
4.75            0.0875          0.6125              0.700 h             5.~00 5.25 C.1000 0.1500 0.6000 0.5500 C.700 0.700 5.50            0.2000          C.5000              C.700 5.75            0.2500          0.4500              0.700 6.00            0.3000          0.4000              0.700 6.25            0.3250          0.3750              0.700 6.50            0.3500          0.3500              0.700 6.75            0.3750          0.3250              0.700 7.00            0.4000    ,
0.3000              0.700 7.25            O.4250          0.2750              0.700 7.50          'O.4500           0.2500              0.700 7.75            0.'4750 .       0.2250              0.700 8.00            0.5000          0.2000              0.700 8.~ 25          O.4625          O.2375              O.700 8.50            0.4250      . 0.2750              0.700 8.75            0.3875          0.3125              0.700 9.00            0.3500          0.3500              0.700 9.'25           0.3125          0.3875              0.700
* 9.50           '0.2750          0.4250              0.700 9.75            O.2375          O.4625              O.700 10.00             C.2000          C.5000              0.700 10.25             0.1875          0.5125              0.700 10.50             0.1750          C.5250              0.700 10.75             0.1625          0.5375              0.700 11.00             0.1500          0.5500              0.700     .
9           11.25 11.50 0.1250 0.1000 0.5750 0.6000 0.700 0.700 11.75             1.0750          0.6250              0.700 12.00             c.0500        'O.6500               0.700 12.25             0.0575          0.6425              0.700 l
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Ref er ence              Remaining                       Crack   Nominal Wall
       ^
Distance                             Wall.               Depth     Thickness (inches)                 ,
12.50                     0.0650                 0.6350         0.700 12.75                     0.0725                 O.6275         O.700 13.00                     o.0800                 0.6200         0.700 13.25          ,          0.1100                 0.5900         0.700 13.50                     0.1400                 O.5600         C.700
                                 ;13.75-                    O.1700                 0.5300         0.700 14.00-              -O.2000                      C.5000         0.700 14.25'                    O.1625               ' O.5375         O.700 14.50                'O.1250                     0.5750         C.700
                                 ,14.75-                    0.0875'                O.6125         0.700 15.00                     C.0500=                0.6500         0.700 15.25                     O.0750                 0.6250         0.700 15.50                    0.1000                  C.4000         0.700
                                 ,15.75                    0.1250                  0.5750         0.700 16.00                    0.1500'                 O.5500         0.700
:16.25-                   O.4000                  C.3000         C.700 16.50                    0.6500                  0.0500         0.700 16.75                    O.6500                  0.0500         0.700 17.00                    O.6500-                 0.0500         0.700 17.25                    0.6500                 0.0500          0.700
         'C h .                   17.50-17.75
                                                      -0.6500 0.6500 0.0500 0.0500 0.700 0.700
                                 '1S.00                   0.'A500                 O.0500          0.700
                                 -18.25-                  O.6500                   0.0500         0.700 10.50-                  O.6500                   0.0500         0.700 18.75                   0.'6500                  0.0500         0.700 19.00                   0.6500                  -0.0500         0.700
                                 -19.25                   0.~6500                  0.0500         C.700
                                 '19.50                   0.6500                   0.0500         0.700                                 '
19.75                   0.6500                  0.0500          0.700       -
20.00                   C.6500                   0.0500         0.700
,.                              -20.25                    0.6500                  0.0500          0.700
                                '20.50                    0.'6500                . O.0500         0.700 f                                20.75                   0.6500-                 O.0500          0.700
*                                    ~
                                .21.00                                            0.0500          0.'700 0.6500.         .
21.25                   0.6500                  0.0500          C.700
                                 -21.50                   0.6500                  0.0500          0.700
                                -21.75.                   0.6500                  0.0500          0.700 22.00-                  O.5000                  0.2000          0.700 22.25                   0.4500                  0.2500          0.700
                                 .22.50-                 0.4000                   C.3000          C.700
 .                              '22.75                   0.3500                   0.3500          0.700 23.00                   0.3000                  C.4000          0.700
                   %              23.25                  O.3000                   0.4000          C.700 23.50               - 0.3000                    0.4000          0.700     .
O.3000 G                 23.75-24.00                  C.3000 C.4000 C.4000 C.700 0.700 24.25                  0.3000                 . 0.4000          0.700 24.50                  c.3000                   0.4000          0.700 t.
                              '   24.75'              .O.3000                     C.4000          0.700 i;
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37.50              0.4250          0.2750             0.700 37.75              0.4375          0.2625             0.700 30.00              0.4500          0.2500             0.700 38.25              0.4375          0.2625             0.700 38.50              0.4250          0.2750             0.700 38.75              O.4125          O.2875             O.700 39.00              0.4000          0.3000             0.700 39.25              0.4250          0.2750             0.700 39.50              0.4500          0.2500             0.700 39.75              0.4750          0.2250             0.700 40.00              C.5000          0.2000             n.700 40.25              0.4750          0.2250             0.700 40.50              0.4500          0.2500             0.700 40.75              O.4250          0.2750             0.700 41.00              0.4000          0.5000             0.700 0
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004*O                 OOGO*O                        0099*O               OO*t OOL*O                 GC90*O                       .E429'O               E4*2 004*O                 0940*O                        OGZ9'O               OS*r 004*O                 G480*O                        ECT9'O               GE*2 004*O                 0001*O                        0009'O               00*E OOL*O                 OGOT*O                        0969*0-              SL*E OOL*O                 OOT1*O                        0069*O               OG*E 00L*O                 091T*O                        OG89'O               EE*E OOL*O                 0031*O                        0089*O               OO*C OOL*O                 0911*O                        0989'O               E4 1 004*O                 0011*O                        0069*O               OE*T 004*O                 OGOI*O                        0969*O               EE*1 004*O                 OOOT*O                        0009*O               OO'T 004*O ~               9480*O                        EC19'O               EL*O 004*O                 OSLO *O                       09E9*O               OG*O OOL*O                 GC90*O                        ELE 9'O              GE*O 004*O                 OOGO*O                        0029*O     t         OO*O (saysuT)                     ci ssauasyy1                   yadea                    item                 asuegsic                      -
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        .             004*O             OOGO*O           0099*O        OO*EE 004*O             0090*O           OOG9'O        G4*IE 004*O             OOGO*O           0099*O        OG*IC 004*O             OOGO*O           OOG9'O        GE
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OOL*O             OOGO*O           0099*O        OO*TC 004*O             OOGO*C           0099*O        G4*03 OOL*C             OOGO*O           OOG9'O        0G*03 OOL*O             OOGO*O           OOG9'O        GZ'03 004*O             OOGO*O           OOG9'O        OO*CC OOL*O             OOGC*O           0099*O        GL*61 OOL*O             OOGO*O           OOG9'O        OG'6T OOL*O             0090*C           00G9*O        GZ*oT OOL*O             OOGO*O           OOG9'O        00*61 OOL*O             OOGO*O           OOG9'O        EL*BI 004*O             0090*O           OOG9'O        OG'8T 004*O             0090*O           OOG9'O        GZ'81                       ,
004*O             OOGO*O           0099*O        00*8T 004*O             0090*O           0099*O        94*LT 004*O OO4*O 00G0*O 0090*O 0099*O 00G9*O OG*4I G3*41 g
OOL*O             0090'O           OOG9*.O       OO*LT 004*O             0090'O           0099*O        GL*9T 004*O             OOGO*O           0099*O        0G*91 004*O             OOGO*O           0099*O        GZ'9T 004*O            OOGO*O           0099*O        00*91 004*O            OOGO*O           OOG9'O        G4*GT 004*O            OOGO*O           0099*O        OG*GT 004*O            OOGO*O           0099*O        G3*GT 004*O            0090*O           OOG9'O        OO'GI 004*O            GLGO*O           GZt9'O        EL*ti OO4*O            OG90*O           0929*O         OG*ti                       a OOL*O            G340*O           GLC9'O        G3*ti 004*O            0080*O           0039*O         OO*ti 004*O            0060*O           OOT9'O         G4*El OOL*O            OOOT*O           0009*O         OG*C1 OOL*O            0011*O           OO69'O         GE*ET OOL*O            OO3T*O           0089*O         OO*El 004*O            OGIT*0.          OG89*O         CL*Ci OOL*O            OOTI*O           006G*O         OG'ZT (saysul) ssauM3141            ygdea           Item          acueasia                         ,
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004*O       OOGO*O             0099*O               OG*Et 004*O       00G0*O             0099*O               GE*Et OOL*O       0090'O             0099*O               OO*tt 004*O       OOGO*O             0099*O               GL*EE 004*O       00G0*O             0099*O               OG*Et 004*O       OOGO*O             0099*O               GE *EC 004*O       0090*O             0099*O               OO*EE OOL*O       0090*O             OOG9'O               GL*1C OOL*O       OOGO*O             OOG9'O               OG*TE 00L*O       0090*O             OOG9'O               GE*IE OOL*O       0090*O             OOG9'O               00*I2 OOL*O       OOGO*O             OOG9'O               G4*02 OOL*O       0090*O             OOG9'O               OG*02 OOL*O       0090'O             0099*O               GE*02 OOL*O 004*O OOGO*O 00G0*O OOG9'O OOG9'O 00*02 G4*63 g
004*O       0090*O             OOG9'O               OG'6E OOL*O       0090*O             0099*O               GE*6E 00L*O       OOGO*O             0099*O               00*63 OOL*O       0090*O             OOG9'O               EL*BE OOL*O       00G0*O             0099*O               0G*8Z OOL*O       OOGO*O             0099*O               GE*BE 00L*O       0090*O             0099*O               00*8Z 004*O       00G0*O             OOG9*O               G4*LE OOL*O       0090*O             00G9*O               OG*4E 004*O       OOGO*O             OOG9'O               GE*LE 004*O       OOGO*O             OOG9'O               00*43 004*O       0090*O             OOG9'O               GL*92 OOL*O       0090*O             OOG9'O               OG'9E 004*O       0090*O             0099*O               G3*93 OOL*O       OOGO*O             OOG9'O               00*9E 004*O       0090*O             OOG9'O               G4*GC 004*O       0090'O             0099*O               OG*GE 004*O       0090*O             OOG9'O            ,GE*GC OO4*O       OOGO*O             OOG9'O               OO*GC (sayouT) ssaunsyy1     yadag             Item                 asuegsta Item teuTwoN  M3eJ3             BuTuteway           asuasafeg 4I-3-30-3T Piem
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                '* c. . . . *' s MATE                  /O-/6 -84
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   !_                                     TYPE OF WELotNG                       'bl bb                   O dhEE EA/D                                              MATERIAL l BASE Sb                                   WEl.o       abb stzE or PIPE                                I2                                                       O.D. INCHES           WAL.L TMlCm ESS                                               INCHE suMFACE CONDITION OF PIPE                                                   Qround                                       or wgte                    $fCund WEtolNo enoCEconE on WEto nEcono                                                                             n.a.                     TEMPERATURE                               /W mcTwoo or Examination: AuTouAT:C                                                                     Y              =AnuAt.       Y                   seus-AUTO uT. enOCEcunt No.                        UTL - UT - S - 1 Rev. OoATE                                                         11-15-83 c,,, guy                      ,,,,oy,,,              yes l                                                                                              form rev. 1 dated 4-17-84 j                                                                                                                  E5?I" E5?"I                                 E5?"I E5?"!/ 05?"lfAS?"I/05?*I/
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WELD THICKNESS DATA SHEET M S4J *2F-CS                                -
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ECAsC3 SERVICES INCSEPon ATED QU ALITY AS$URANCE ENGINEERING a                                                                               INSERVICE INSPECTION 1                                                                                CALIBRATION DATA Paoner T A. Mnalcie k                                - 1 oATA swear no. J#s -e 4// o Arg 'tm - %-f emoccouac TAF OT.C Allt&2 ncy 3                         !
COMPONENT OR SYSTEM                     (EdcrM Ah a Le                                         PIPE 00 (IF APPLICABLE)
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SEARCH UNIT                                                                   INSTRUM ENT Manufacturer ER                Efo O                                       Manufacturer kf*AtEkChFEhh Model                            (      b"3h-Style              hvAmmA                                                  Serial No.       7.lO T'1 I                   Cable Length EINIll                                                 Frequency           7 8 r+1 #f                Reject          OFE Serial No.-
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TIME t'100 AM                                                                CALIBRATION CHECKS DAC PLOT AMPL t 20% (2d5)           SWEEP + 10% OF l-                                                                                            OF INITI AL AMPL          INITI AL LOCATION 90 Time            vas        No            vas          No 30 70 133 $               I[       MA               !         Ok4 60 a0 m    5 l                     %vle N        %
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CIR.           O A*            !A03         g      SWEEP CIRCUM FEREN TI A L                      Axl AL ST. CUM.           TOON     WELD) SIDE                                                                                M4NIMUM                 M ANIMUM READING EDIST ANCE CW OR                                                                                    IN DIC A TION CGAM     FEALN.
                              ^''     N O. OF WELD          DAC                                                  IDIST AN CE                                                                       S ACK REFLECTION CCW FROM            F ROM     SWEEP           5.U. SWEEP         S.U.        AMPLITU DE           AMPLIT U DE Ta AL                                                        REFERENCE LINE)                                RE ADtNG     POS4 TION  RE ADIN G   PO slTION         8% FSN)
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   .'                       Reference       Remaining-          Crack-      Nominal Wall j                       ' Distance,            Wall          Depth         Thickness
{                         (inches) a
.{ L 0.00     0.2000          0.5100            C.660 0.25     0.2000          0.5100            0.660 0.50     0.2000          0.5100            0.660 O.75     0.2000          0.5100            0.660 1.00     0.2000          0.5100            0.660 1.25     0.2250          0.4850            0.660 1.50     0.2500          0.4600            0.660 1.75     0.2750          0.4350            0.660 8                          2.00     0.3000          0.4100            0.660 2.25     0.3250          0.3,850           0.640 2.50     0.3500          0.3600-           O.660 2.75     0.3750          0.3350            0.660 3.00     0.4000          0.3100            0.660 3.25     0.4125         0.2975'            O.660 3.50     0.4250         0.2850             0.660 3.75     0.4375         0.2725             0.460 4.00    .0.4500         0.2600             0.660 4.25     0.4000         0.3100             0.660 4.50     0.3500         0.3600             0.660 4.75     O.3000         0.4100             0.660 g'                5.00 5.25 0.2500 0.2625 0.4600 0.4475 0.660 0.660                 -
5.50     0.2750         0.4350             0.640
* 5.75     0.2875         0.4225             0.660
                                      '6.00     C.3000         0.4100             0.660 6.25     0.3250         0.3850             0.660 6.50     0.3500         0.3600             0.660 6.75     0.3750         0.3350             0.660 7.00     0.4000          0.3100            0.660 7.25     0.4625         0.2475             0.660 7.50     0.5250         0.1850             0.660 7.75     0.5875         0.1225             0.660 8.00     0.6500         0.0600             0.660 8.25     0.6000         0.1100             0.660 8.50     0.5500    ,
0.1600            0.660 8.75     0.5000         0.2100             0.660 9.00     0.4500         0.2600             0.660 9.25     0.4250         0.2850             0.640 9.E0     0.4000         0.3100             0.660 9.75     0.3750         0.3350             0.640
   '                                                                              0.660 10.00     0.3500         0.3600 10.25     0.4250         0.2850             0.660
   >                                  10.50     0.5000         0.2100             0.660              .
  ;                                   10.75     O.5750         0.1350             C.660 11.00     0.6500         0.0600             0.660    ,
11.25     0.6050         0.1050             0.660 t                11.50 11.75 0.5600 0.5150 0.1500 0.1950 0.660 0.660 12.00     0.4700         0.2400             0.660 12.25     O.4350         0.2750             0.660 1
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(inches) 12.50         0.4000          0.3100         0.660           '
12.75         .O.3650         0.3450         0.660 13.00         0.3300          0.3000         0.660 13.25         O.4100          0.3000         C.460 13.50         0.4900'         O.2200         0.660 13.75-        0.5700          0.1400         0.660 14.00         0.6500          0.0600         0.660 14.25         0.6000          0.1100         0.660
                           '14.50         0.5500          0.1600         0.660 14.75         0.5000          0.2100         0.660  .
15.00         0.4500          0.2600         0.660 15.25         0.4550          0.2550         0.660 15.50-        O.4600          0.2500         C.660 15.75         0.4650          0.2450         0.660 16.00         C.4700          0.2400         0.660 16.25         0.4650      -
0.2450         0.660 16.50         0.4600          0.2500         0.660 16.75         0.4550          0.2550         0.660 17.00         0.4500          0.2600         0.660 17.25         0.5000          0.2100         0.660 0             27 =o 17.75 o ==oo O.6000 o i'oo 0.1100 o ao 0.660 18.00         0.6500          0.0600         0.660 18.25         0.6125          0.0975         0.660 18.50         0.5750          0.1350         0.660 18.75.        0.5375          0.1725         0.660 19.00          0,5000         0.2100         0.660 19.25          0.4925         0.2175         0.660 19.50         0.4850          0.2250         0.660 19.75          0.4775         0.2325         0.U60 20.00          0.4700         0.2400         0.660 20.25          0.4900         0.2200         0.660 20.50          0.5100         0.2000         0.660 20.75          0.5300         0.1800         0.660 21.00          0.5500       ,
0.1600         0.660 21.25          0.5750         0.1350         0.660 21.50          0.6000         0.1100         C.660 21.75          0.6250         0.0850         0.460 22.00          C.6500         0.0600         0.660
                          =22.25           0.6500         0.0600         0.660 22.50          0.6500         0.0600         0.660                   ,
22.75          0.6500         0.0600         0.660                 )
              .             23.00          0.6500         0.0600         0.660               .
23.25          0,6500         0.0600         0.660
,                           23.50          0.6500         0.0600         0.660    ,
                          '23.75           0.6500         0.0600         0.660 G             24.00 24.25-0.6500 0.5875 0.0600 0.1225 0.660 0.660
,                           24.50          0.5250         0.1950         0.660 4
24.75          0.4625         0.2475         0.660 1.

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     ,                      ' Distance-                   Wall                         Depth           Thickness (inches) l 25.00                0.4000                           0.3100                 0.660 t                               25.25                0.3775                           0.3325                 0.660 H25.50                0.3550                           0.3550                 0.660 25.75                0.3325                           0.3775                 0.660 26.00                0.3100                           0.4000'                O.660 26.25                0.3200                          .0.3900                 0.660 26.50                0.3300                           0.3800                 0.660 26.75                0.3400                           0.3700                 0.660 27.00                0.3500                           0.3600                 0.660 c                                .27.25               0.3425                           0.3475                 0.660 27.50                0.3750                          .0.3350                 0.660
[                                                                                      0.3225                 0.660 27.75                0.3875 28.00                0.4000                           0.3100                 0.660 28.25                0.4625                           0.2475                 0.660 28.50                0.5250                           0.1850                 0.660 28.75                0.5875                           0.1225                 0.640 29.00                0.6500                           0.0600                 0.660 29.25                0.6500                           0.0600                 0.660 29.50                0.6500                           0.0600                 0.660
                                ~29.75               -0.6500                           0.0600                 0.660
()      30.00 30.25 0.6500 0.5825 0.0600 0.1275 0.660 0.660
                                 -30.50               O.5150                           0.1950                 C.660 30.75                0.4475                           0.2625                 0.660 31.00              'O.3800                            0.3300                 0.660 31.25                0.4025                           0.3075                 0.660 31.~ 5o              0.4250                           0.2850                 p.66o 31.75                0.4475                           0.2625                 0.660 32.00                0.4700                           0.2400                 0.660 32.25                0.4525                           0.2575                 0.660 32.50                0.4350                           0.2750                 0.660
                                 .32.75               0.4175                           0.2925                 0.660 33.00                0.4000                           0.3100                 0.660
                                 .33.25               0.3875                           O.3225                 O.660 33.50               0.3750        ,
0.3350                 0.660 33.75                0.3625                           0.3475                 0.660 34.00               0.3500                           0.J600                 0.640 34.25               0.3650                           0.3450                 0.660 34.50               0.3800                           0.3300                 0.660 34.75               0.3950                           0.3150                 0.660 35.00               0.4100                           0.3000                 0.660
           '                      35.25               0.4075                           0.3025                 0.660                ,
35.50               0.4050                           0.3050                 0.640              .
35.75               0.4025                           0.3075                 0.660 36.00               0.4000                           0.3100                 0.660        ,
34.25               0.3250                           0.3850                 0.660 9       36.50 34.75 0.2500 0.1750 0.4600 0.5350
                                                                                                      -       0.660 0.660 37.00               0.1000                           0.6100                 0.66'O 37.25               0.1250                           0.5850                 0.660 f
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Reference                        Reemaining                                  Crack              Nominal Wall                                                          i Distance                                     Wall                            Depth                  Thickness (inches)                          .
37.50                           0.1500                               0.5600                          0.660 37.75                           0.1750                               0.5350                          0.660 38.00                           0.2000                               0.5100                          0.660 38.25                           0.2250                               0.4850                          0.660 38.50                           0.2500                               0.4600                          0.640 38.75                           0.2750                               0.4350                          0.660
                                 -39.00                           0.3000                               0.4100                          0.660 39.25                           0.2750                               0.4350                          0.660
;-                                39.50                           0.2500                               0.4600                          0.660 39.75                           0.2250                               0.4850                          0.660 40.00                           0.2000                               0.5100                          0.660 40.25                           0.2000                               0.5100                          0.660 40.50                           0.2000                               0.5100                          0.660 40.75                           0.2000                               0.5100                          0.660 41.00                           0.2000                               0.5100                          0.660 9
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0.00        0.1500         0.5100         0.660 0.25        O.1500         0.5100         0.660 0.50        0.1500         0.5100         0.660 0.75        0.1500         0.5100         0.660 1.00        0.1500         0.510)         0.660 1.25        0.1875         0.4725         0.660 1.50        0.2250         0.4350         0.660 1.75        0.2625         0.3975         0.660 2.00        0.3000         0.3600         0.660 2.25        0.2750         0.3850         0.660 2.50        0.2500         0.4100         0.660 2.75        0.2250         0.4350         0.660 3.00        0.2000         0.4600         0.660 3.25        O.1500         0.5100         0.660 3.50        0.1000         0.5600         0.660 3.75   ,    0.0500         0.6100         0.660 4.00        0.0000         0.6600         0.660 4.25        0.0375         0.6225         0.660 4.50        0.0750         0.5850         0.660 4.75        0.1125         0.5475         0.660 h                5.00 5.25 0,1500 0.1875 0.5100 0.4725 0.660 0.660
        .                         5.50        0.2250         0.4350         0.660 5.75        0.2625         0.3975         0.660 6.00        0.3000         0.3600         0.660 6.25        0.3375         0.3225         0.660 6.50        0.3750         0.2850         0.660 6.75        0.4125         0.2475         0.660 7.00        0.4500         0.2100         0.660 7.25        0.4875         0.1725         0.660 7.50        0,5250         C.1350         0.660 7.75        0.5625         0.0975         0.660 8.00        0.6000         0.0600         0.660 8.25        0.5750         0.0850         0.660 8.50        0.5500     . O.1100         0.660 8.75        0.5250         0.1350         0.660 9.00        0.5000         C.1600         0.660 9.25        0.4500         0.2100         0.660       '
9.50        0.4000         0.2600         0.660 9.75        O.3500         C.3100         0.660 10.00         0.3000         0.3600         0.660
     '                          10.25         O.2750         0.3850         0.660 10.50         0.2500         0.4100         0.660 10.75         0.2250         0.4350         0.660 11.00         0.2000         0.4600         0.660   .
g             11.25 11.50 0.2500 0.3000 0.4100 0.3600 0.660 0.660 11.75        0.3500         0.3100         0,660 12.00        0.4000         0.2600         0.660 12.25         O.3750         0.2850         C.660 e            -_

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12.50          0.3500                    0.3100       0.660 12.75          O.3250                    C.3350       C.660 13.00          0.3000                    0.3600       0.660 13.25 ,
0.3500                    0.3100       0.660 13.50          0.4000                    0.2600       0,660 13.75          0.4500                    0.2100       0.660 14.00          0.5000                    0.1600       0.660 14.25          0.4950                    0.1650       0.660
         '                              14.50          0.4900                    0.1700       0.660 14.75          0.4850                    0.1750       0.660 15.00          0.4800                    0.1800       0.660 15.25          0.4850                    0.1750       0.660 15.50          0.4900                    C.1700       C.660 15.75          0.4950                    0.1650       0.660 16.00          0.5000                    0.1600       0.660 16.25          O.5250                    C.1350       0.660 16.50          0.5500                    0.1100       0.660 16.75          O.5750                    0.0850       0.660 17.00          0,6000                    0.0600       0.660 17.25          0.5550                    0.1050       0.660 h                 17.50 17.75 0.5100 0.4650 0.1500 0.1950 0.660 0.660 18.00          0.4200                    0.2400       0.660 18.25          0.4400                    0.2200       0.660 18.50          0.4600                    0.2000       0.660 18.75          0.4800                    0.1800       0.660 19.00          0.5000                    0.1600       0.660 19.25          0.5250                    0.1350       0.660 19.50          0.5500                    0.1100       0.660 19.75          0.5750                   .0.0850       0.660 20.00          0.6000                    0.0600       0.660 20.25          0.6000                    0.0600       0.660 20.50          0.6000                    C.0600       0.660 20.75          0.6000                    0.0600       0.660 21.00          0.6000           .        0.0600       0.660 21.25          0.5750                    0.0850       0.660 21.50          0.5500                    C.1100       0.660 21.75          0.5250                    0.1350       0.660
* 22.00          0.5000                    0.1600       0,660 22.25          0.5000                    0.1600       0.660 22.50          0.5000                    0.1600       0.660 22.75          C.5000                    0.1600       0.660 23.00          C.5000                   C.1600        0.660        -
23.25          O.4750                    C.1850       C.660 23.50          0.4500                    0.2100       0.660    .
G                 23.75 24.00 O.4250 C.4000 C.2350 0.2600 0.660 C.660 24.25          O.4250     ,             G.2350        0.660 24.50          0.4500                    0.2100       0.660 24.75          O.4750                   0.1850        C.660
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25.00         0.5000         0.1600         0.660 25.25         0.5250         0.1350         0.660 25.50         0.5500         0.1100         0.660 25.75         0.5750         0.0850         0.660 26.00         0.6000         0.0600         0.660 26.25         0.5250         0.1350         0.660 26.50         C.4500         C.2100         0.660 26.75         0.3750         0.2850         0.660 27.00         0.3000         0.3600         C.660 27.25         O.3250         C.3350         0.660 27.50         0.3500         0.3100         0.660 27.75         0.3750         0.2850         0.660 28.00         0.4000         0.2600         0.660 28.25         0.4000         0.2600         0.660 28.50         0.4000         0.2600         0.660 28.75         0.4000         0.2600         0.660 29.00         0.4000         0.2600         0.660 29.25         0.4500         0.2100         0.660 29.50         0.5000         0.1600         0.660 29.75         O.5500         0.1100         C.660 h            30.00 30.25 0.6000 0.5750 0.0600 0.0850 0.660 0.660 30.50         0.5500         0.1100         0.660 30.75         0.5250         0.1350         0.660 31.00         0.5000         0.1600         C.660 31.25         O.4500         0.2100         C.660 31.50         0.4000         0.2600         0.660 31.75         O.3500         C.3100         0.660 32.00         0.3000         0.3600         0.660 32.25         0.2750         0.3850         0.660 22.50         0.2500         0.4100         0.660 32.75         O.2250         0.4350         0.660 33.00         0.2000         0.4600         0.660     '
33.25         0.2250         0.4350         0.660 33.50}}