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GGERIS 2000 ExaminationGE Nuclear Energy Summary Sheet
Project: TVA, Browns Ferry Nuclear Plant, Unit 3
System: Reactor Pressure Vessel
Weld ID: V-4-B ASME Code Category: B-A
Calibration Sheets: C-001Supporting Data: Examination Data Sheets E-14-00 and E-14-01, Indication Data Sheets 14-001 thru 14-005 and G-100 thru
G-108, Indication Evaluation Sheets, Screen Prints, Exam Patch'Location Map, Exam Coverage Plots andGERIS 2000 Setup Records.
Examination Summary
The ultrasonic examination of weld V-4-B resulted in one (1) recorded indication that exceeds the allowable standards of IWB-3500, ASMESection XI, 1986 Edition, No Addenda.
The ASME Section XI required examination volume was examined with the GERIS 2000 System from the RPV inside surface utilizingProcedure No. GE-UT-700, Rev. 2. This examination was limited due to the N11-A Nozzle at 40°. The total examination coverage wascalculated to be 83%.
The GERIS 2000 utilizes an array of search units arranged to effectively examine the weld and adjacent base material parallel andperpendicular to the weld axis in two directions. The transducer package consisted of 0° longitudinal, 45° and 600 shear wave, and 70*refracted longitudinal (RL) wave search units.
The one indication evaluated as being reportable to IWB-3500, ASME Section XI, 1986 Edition, No Addenda was recorded and sized inaccordance with GE-UT-700, Rev. 2 and GE-UT-701, Rev. 2. This indication was recorded during the examination of both welds V-4-Bas 14-002 and C-3-4 as 12-015. The flaw dimensions wpre determined from Ield C-3-4 Indication Data Sheet 12-015 with the resultstabulated below: 7 I
Ind. No. Oriented Type X Pos Y Pos Z Pos S" T wall Length T Meas all % a/t % aftCalculated Allowed
12-015 circ. subsurface 94.35" 525.43" 1.13" 0.94" .44" 1.75" 6.53" 0.13 3.4 2.71
This indication was sized with the 70=RL utilizing the PATT technique. It was also recorded with the 45° and 60° shear waves.
The GERIS 2000 also recorded an indication with the 0* weld metal scan that was evaluated and found to be acceptable per thereferencing Code section. Geometric indications from the stabilizer bracket at 45" were recorded with the 0' weld metal, 45" and 60"shear wave scans.
No manual supplemental examination was performed from the RPV outside surface due to access restrictions.
Fabrication records and previous examination results were reviewed prior to the completion of this examination summary.
GERIS Analyst: • ,•.LIQ.Q GE Reviewer: ,Q 7
LEVEL: i.L DATE: AN -?,2 -q.3 LEVEL: DATE: 12./
UTILITY Review: ow9r ANII Review.
TITLE: *DATE: TITLE: DATE:
00D168
0 0
C-4-5
524.5"
70r RL
Indication 12-015
Flow "X' location
Flaw "Y' location
Flow ThruwallFlow Length
Nominal Clad T = 3/16" "'r Measured
Nominal Base Metal T = 6 3/8'
94.35"
525.43"
.444"1.75"
6.53"
7Z3
-I
GE NUCLEAR ENERGY BROWNS FERRY UNIT 3 WELD C-3-4 IND. 12-015 SCALE: NONE DWG. BFC341ND REV. 0
0 GE Nuclear EnergyGERIS 2000 Examination
Data Sheeth
Project: TVA, Browns Ferry, Unit 3
Weld ID: V-4-B
Procedure No.: GE-UT-700
Revision No.: 2
Exam Data Sheet: E-1
Patch Data Sh.
4-01 FRR No.: N/A
Date Start Stop Min X MaxX Min Y Max Y Disk No. Examiner
BF-048 E-14-01 10/13193 0801 0937 84.75 112.50 526.00 584.00 41B ROF
Comments: N/A
Limitations: Instrumentation Nozzle N-11 A @ 400.
Analyst: ~I~ 4 h cG 2Reviewed By: e. 7 1m d
Level: . Date: >-it•-q, Level: • Date: 1
E X M O 1 . l 8t 3O
- 4 I
EýDSI V-1 9/28M3 0ý14ALS
6!00i00
GE GERIS 2000 ExaminationGE Nuclear Energy Data Sheet
Project: TVA, Browns Ferry, Unit 3
Weld ID: V-4-B
Cal. ID: C-001
Channel Angle Direction
Exam Data Sheet No.: E-14-01
Patch ID: BF-048
Ind. Data Sheet Series: 14-XXX
Ind. Ind. Ind. Ind. Ind.
Ind. Data Sh. Data Sh. Data Sh. Data Sh. Data Sheet
1 0 WM N/A 3* G-100 ..
2 0 WM N/A 1 * 14-001 .
3 70 RL 0 UP NRI -..
4 70 RL 90 CW NRI -....
5 70 RL 180 DN 1 14-002 . ..
6 70 RL 270 CCW NRI -....
7 45 RS 0 UP 1,3 14-003 G-101 ~
8 45 RS 90 CW 3 G-102 ~ ~
9 45 RS 180 DN 3 G-103 .
10 45 RS 270 CCW 3 G-104 .
11 60 RS 0 UP 1,3 14-004 G-105 ~ ~
12 60 RS 90 CW 3 G-106 .
13 60 RS 180 DN 1,3 14-005 G-107 ~
14 60 RS 270 CCW 3 G-108 .
15 0 BM N/A 3 -
16 0 BM N/A 3 -~ ....
Comments: Stabilizer Bracket @ 450 was seen with all shear wave channels.* Loss of backwall due to stabilizer bracket at 45'.
Data Sheet Codes: G-XXX; "G" = Geometry ( may be typical), 6-XXX; '6" = Weld Sequence, XXX = Sheet NumberIndication Codes: 1 = Flaw, 2 = OD Surface, 3 = OD Attachment, 4 = Nozzle, 5 = Other
Analyst: m D/1O • LDP Reviewed By: i.nd -
Level: U '- Date: (I/ 46-43 Level: 27 Date: /Z-/6 -;,e
EXAM-DSZ VA1 9/28193 E 14 01 OLS
i2 \ 1(J17___________________________________________________________________________________________ ,.~ ,
aGE Nuclear EnergyGERIS 2000 Indication
Data SheetI
Project: TVA, Browns Ferry, Unit 3
Weld ID: V-4-B
Cal. ID: C-001
Exam Data Sheet No.: E-14-01
Patch ID: BF-048
Ind. Data Sheet No.: 14-001
Indication: 14-001 Channel: 2 Angle: 0 Direction: 90
20%min XAmp. Y
50%MP MIn X
@ MaxMP X
50%
MP MaxX
20%MP Max X MP Remarks
57.0% 568.05 - - N/A N/A 100.65 5.62 N/A N/A - ~
64.5% 568.30 - - 100.15 5.53 100.65 5.56 100.90 5.56 - ~
145.5% 568.55 ~ - 99.65 5.51 100.65 5.51 101.15 N/A - ~
199.1% 568.80 - - 99.65 N/A 100.65 5.45 101.15 5.47 ~ ~
- 569.05 - - - - - - -
73.1% 569.30 - ~ 100.15 5.51 100.40 5.51 100.90 5.53 - -
64.5% 569.55 - ~ 99.90 N/A 100.15 5.47 100.40 5.53 ~ -
44.3% 569.80 ~ - -~ 100.65 5.38 . ...
- 570.05 - - - - -
106.4% 570.30 - - 99.90 N/A 100.40 5.53 100.90 5.38 ~ ~
94.0% 570.55 - 99.90 5.43 100.40 5.40 100.65 5.43 ~ ~
--------------- • ~
--------------- ~
- - - - - - - - •• ~~
------------ • • ~
Comments: This indication also seen with Chs. 1, 15 and 16 below recordable levels.This indication recorded as a laminar reflector and is acceptable in accordance with IWB-3510-2, ASME Section X1,1986 Edition, no Addenda.
Analyst: rniaL , @ Reviewed By: ___. __, ____
Level: I Date: J-14- Level: "-,a Date: /2/'95
EXAM.093 V.2 10/22M93
Is0: c k21211319314.00LXLS
<4 00072
GGERIS 2000 IndicationGE Nuclear Energy Data Sheet
Project: TVA, Browns Ferry, Unit 3
Weld ID: V-4-B
Cal. ID: C-001
Exam Data Sheet No.: E-14-01
Patch ID: BF-048
Ind. Data Sheet No.: 14-002
Indication: 14-002 Channel: 5 Angle: 70 Direction: 180
20% 50% @ Max 50% 20%Amp. X Min Y TOF Min Y TOF Y TOF Max Y TOF Max Y TOF Remarks
Comments: This indication also recorded with Ch. 7 (see 14-003), Ch. 11 (see 14-004), and Ch. 13 (see 14-005).
This indication was also recorded during the examination of weld C-3-4 as indication # 12-015.The size of this indication was determined with the PATT technique
from Examination Data Sheet No. E-12-02: Indication Data Sheet No. 12-015.
Analyst: Reviewed By: IV ? "l6t'1 .,,t-
Level: M Date: L-,L-q Level: _ j Date: l 2.-l -.93
EXAM-D3 V.2 10/22M3
(-o ')12/113/314-QO2,XLS
Is 00073
21("
GGERIS 2000 IndicationGE Nuclear Energy Evaluation Sheet
Project: TVA, Browns Ferry Unit 3Weld ID: V-4-B
Patch: BF-048
Exam Data Sheet No.:
Ind. Data Sheet No.:
Indication:
T measured =Clad T nominal =
E-14-0114-00214-002
6.530.19
Flaw Thruwall Dimension =Flaw Length "I" =
Seperation with clad "S" =Surface Separation "S" =
0.441.751.130.94
Flaw is unacceptable by Table IWB-3510-1
ASME Section XI, 1986 EditionTABLE IWB-3510-1 for 4" to 12"
a/I Surface % ubsurface Surface % Subsurface %
0.00 1.90 2 ~
0.05 2.00 2.2 - ~
0.10 2.20 2.5 2.36 2.71 Y
0.15 2.50 2.9 ~ ~
0.20 2.80 3.3 - -
0.25 3.30 3.8 ~ ~
0.30 3.80 4.4 - -
0.35 4.40 5.1 - -
0.40 5.00 5.8 ~
0.45 5.10 6.7 ~
0.50 5.20 7.6 ~ ~
Allowed Allowed
2.36 2.71
a =a/I value=
y=
0.2220.1271.000
Flaw is Subsurface
Allowed aft = 2.71%aft = 3.40%
Comments: The size of this indication was determined with information from
Examination Data Sheet No. E-12-02: Indication Data Sheet No. 12-015.
EXM0S4 V.1 10W MM14002.XLS12I3,93
00174
0 0
C-3-4
524.56
525.51"
60 456 70'RL 60"
Nominal Clad T = 3/16"Nominal Base Metal T = 6 3/8"1 Degree = 2.19"
Plots from information obtained during the examination of weld V-4-B.This indication is recorded as #12-015 from C-3-4. The size ofthis indication was determined from information obtained from C-3-4.
GE NUCLEAR ENERGY BROWNS FERRY UNIT 3 WELD V-4-B INDICATIONS SCALE: NONE DWG. V-4B-IND REV. 0
_____ _____ __P_ I V O-1.
GE GERIS 2000 IndicationGE Nuclear Energy Data Sheet
Project: TVA, Browns Ferry, Unit 3
Weld 10: V-4-B
Cal. ID: C-001
Exam Data Sheet No.: E-14-01
Patch ID: BF-048
Ind. Data Sheet No.: 14-003
Indication: 14-003 Channel: 7 Angle: 45 Direction: 0
20% 50% @ Max 50% 20%Amp. X Min Y MP AIn Y MP Y MP Max Y MP Max Y MP Remarks
Comments: This indication also recorded with Ch. 5 (see 14-002), Ch. 11 (see 14-004), and Ch. 13 (see 14-005).
This indication was also recorded during the examination of weld C-3-4 as indication # 12-015.
The size of this indication was determined with the PATT technique
from Examination Data Sheet No. E-12-02: Indication Data Sheet No. 12-015.
Analyst: Reviewed By: . ma•s-.H,
Level: • Date: h9-IL- Level:, Date: /
EXAM-.S3 v.2 10o22/93 121t519S14-OO3.XLS
1 i00i76
GERIS 2000 IndicationGE Nuclear Energy Evaluation Sheet
Flaw Tt
Seper,Surf
Project: TVA, Browns Ferry Unit 3 Exam DataWeld ID: V-4-B Ind. Data
Patch: BF-048
"hruwall Dimension = 0.44 T nFlaw Length "in = 1.75 Clad 7
ation with clad "S" = 1.13ice Separation "S" = 0.94
Flaw is unacceptable by Table IWB-3510-1
ASME Section XI, 1986 Edition
TABLE IWB-3510-1 for 4" to 12"
Sheet No.: E-14-01Sheet No.: 14-003Indication: 14-003
ieasured =
nominal =
6.530.19
a/I Surface % ubsurface Surface % Subsurface %
0.00 1.90 2 ~ ~
0.05 2.00 2.2 - ~
0.10 2.20 2.5 2.36 2.71 Y
0.15 2.50 2.9 - -
0.20 2.80 3.3 - -
0.25 3.30 3.8 - ~
0.30 3.80 4.4 - -
0.35 4.40 5.1 ~ -
0.40 5.00 5.8 - -
0.45 5.10 6.7 - ~
0.50 5.20 7.6 -~
Allowed Allowed
2.36 2.71
a =a/I value=
Y=
0.2220.1271.000
Flaw is Subsurface
Allowed a/t =a/t =
2.71%3.40%
Comments: The size of this indication was determined with information fromExamination Data Sheet No. E-12-02: Indication Data Sheet No. 12-015.
EXAM4.O$ V. ¶ O¶GM
00177
Q1 1( -1~2i t'~ciU.
W GE Nuclear EnergyGERIS 2000 Indication
Data Sheet
Project: TVA, Browns Ferry, Unit 3
Weld ID: V-4-B
Exam Data Sheet No.: E-14-01
Patch ID: BF-048
Ind. Data Sheet No.: 14-004Cal. ID: C-001
Indication: 14-004 Channel: 11 Angle: 60 Direction: 0
20%Min Y
50%MP MIn Y
@ MaxMP Y
50%Max Y
20%MP Max YAmp. X MP MP Remarks
36.7% 93.60 522.30 3.92 - - 522.55 3.62 - - 522.80 3.40
136.8% 93.85 521.80 N/A 522.05 4.14 522.55 3.66 523.05 3.18 523.30 3.11 -
77.9% 94.10 521.80 4.40 522.30 3.95 522.80 3.37 523.30 3.14 523.55 3.11 -
82.9% 94.35 521.80 4.44 521.80 4.44 523.30 3.03 - - 523.55 2.98 -
19.6% 94.60 - - - - 522.80 3.47
--------------------- --------
---------------------------------
Comments: This indication also recorded with Ch. 5 (see 14-002), Ch. 7 (see 14-003), and Ch. 13 (see 14-005).
This indication was also recorded during the examination of weld C-3-4 as indication # 12-015.The size of this indication was determined with the PATT technique
from Examination Data Sheet No. E-12-02: Indication Data Sheet No. 12-015.
Analyst: AJ WJ.baJm( Reviewed By: / . 7cfl.,,
Level: - Date: 0-11 -Q-ý Level: . Date: /2-/•-9j
EXAM-053 V.2 10122/93+ '00-08
GGERIS 2000 IndicationGE Nuclear Energy Evaluation Sheet
Project: TVA, Browns Ferry Unit 3Weld ID: V-4-B
Patch: BF-048
Exam Data Sheet No.:
Ind. Data Sheet No.:
Indication:
T measured =
Clad T nominal =
E-14-0114-00414-004
6.530.19
Flaw Thruwall Dimension =Flaw Length "I" =
Seperation with clad "S" =Surface Separation "S" =
0.441.751.130.94
Flaw is unacceptable by Table IWB-351 0-1
ASME Section Xl, 1986 Edition
TABLE IWB-3510-1 for 4" to 12"
a/l Surface % ubsurface Surface % Subsurface %
0.00 1.90 2 ~ ~
0.05 2.00 2.2 - ~
0.10 2.20 2.5 2.36 2.71 Y
0.15 2.50 2.9 - -
0.20 2.80 3.3 - -
0.25 3.30 3.8 - -
0.30 3.80 4.4 - -
0.35 4.40 5.1 - -
0.40 5.00 5.8 ~ ~
0.45 5.10 6.7 ~ ~
0.50 5.20 7.6 - -
Allowed Allowed
2.36 2.71
a =a/I value=
Y=
0.2220.1271.000
Flaw is Subsurface
Allowed alt =a/t =
2.71%3.40%
Comments: The size of this indication was determined with information fromExamination Data Sheet No. E-12-02: Indication Data Sheet No. 12-015.
EXAMIOS VA 00179
\D ~ ' ~ 00079
GE Nuclear Energy GERIS 2000 IndicationGENuclear Energy Data Sheet
Project: TVA, Browns Ferry, Unit 3
Weld ID: V-4-B
Cal. ID: C-001
Exam Data Sheet No.: E-14-01
Patch ID: BF-048
Ind. Data Sheet No.: 14-005
Indication: 14-005 Channel: 13 Angle: 60 Direction: 180
20%Amp. X Min Y
50%Min YMP
@Max
MP Y
50%Max YMP
20%
MP Max Y MP Remarks
23.7% 93.79 - - - 527.45 2.41 - - - - -
73.1% 94.04 527.20 2.34 - - 527.45 2,37 527.70 2.59 528.20 3.07 ~
88.2% 94.29 526.95 2.04 527.45 2.30 527.70 2.59 527.95 2.78 528.45 3.33 -
44.3% 94.54 527.20 2.08 - - 527.70 2.52 - - 528.70 3.70 -
Comments: This indication also recorded with Ch. 5 (see 14-002), Ch. 7 (see 14-003), and Ch. 11 (see 14-004).This indication was also recorded during the examination of weld C-3-4 as indication # 12-015.The size of this indication was determined with the PATT technique
from Examination Data Sheet No. E-12-02: Indication Data Sheet No. 12-015.
Analyst: a, -"(• Yb00 Reviewed By: A620 oepl't as'c--
Level: S " Date: o9-ILp -qg Level: Z Date: /Z2-s-
EXAM-OS3 V.2 10/22/93 121168340DSXLS001.80
GGERIS 2000 IndicationGE Nuclear Energy Evaluation Sheet
Flaw TI
SepernSurfa
Project: TVA, Browns Ferry Unit 3 Exam DataWeld ID: V4-B Ind. Data
Patch: BF-048
hruwall Dimension = 0.44 T nFlaw Length "I' = 1.75 Clad T
ation with clad "S" = 1.13ice Separation "S" = 0.94
Flaw is unacceptable by Table IWB-3510-1
ASME Section Xl, 1986 Edition
TABLE IWB-3510-1 for 4" to 12"
Sheet No.:
Sheet No.:
Indication:
ieasured =nominal =
E-14-0114-00514-005
6.530.19
a/l Surface % ubsurface Surface % Subsurface %
0.00 1.90 2 ~ -
0.05 2.00 2.2 - ~
0.10 2.20 2.5 2.36 2.71 Y
0.15 2.50 2.9 ~ ~
0.20 2.80 3.3 -
0.25 3.30 3.8 -
0.30 3.80 4.4 ~
0.35 4.40 5.1 - ~
0.40 5.00 5.8 -
0.45 5.10 6.7
0.50 5.20 7.6 ~ ~
Allowed Allowed
2.36 2.71
aleall value=
Y=
0.2220.1271.000
Flaw is Subsurface
Allowed a/t =a/t =
2.71%3.40%
Comments: The size of this indication was determined with information fromExamination Data Sheet No. E-12-02: Indication Data Sheet No. 12-015.
EXAWDS4 VA 103W
00i8l
1L7 ý \ ("-IV
GE Nuclear EnergyGERIS 2000 Indication
Data Sheeta
Project: TVA, Browns Ferry, Unit 3
Weld ID: V-4-B
Cal. ID: C-001
Indication: G-100
Exam Data Sheet No.: E-14-01
Patch ID: BF-048
Ind. Data Sheet No.: G-100
Channel: 1 Angle: 0 Direction: 0
20%Mmn Y
50%
UP Min Y@ mar
1fF Y50%
MP Max Y
20%MP Max YAmp. X MP Remarks
- 97.46 . . .. - - LOSS BW
- 98.46 - ~ 559.70 - 565.20 - 570.95 .
- 99.71 . .. ..- - .
Comments: Above area is loss of BW due to stabilizer bracket Q 450 and can also be seen with Channels 2, 15 and 16.
Analyst: (,•!%irCi •iLbt - Reviewed By: IT. ?ev,-rz•aWa
Level: -I Date: Is-fLg -q3 Level: : Date: Z2L/z-I
EXAM-OS3 V.2 10122193 01321BM10
____ ____ ____ ___2A 1(.01
GE Nuclear Energy GERIS 2000 IndicationGENuclear Energy Data Sheet
Project: TVA, Browns Ferry, Unit 3
Weld ID: V-4-B
Cal. ID: C-001
Indication: G-101
Exam Data Sheet No.: E-14-01
Patch ID: BF-048
Ind. Data Sheet No.: G-101
Channel: 7 Angle: 45 Direction: 0
20%Min YAmp. x
50%MP Min Y
@ MaxMP Y
50%MP Max Y
20%MP Max Y MP Remarks
396.3% 98.46 - ~ 564.80 9.84 - ~ ~ GEOMETRY
Comments: OD geometry due to stabilizer bracket @ 450
Analyst: ( • (AL •0".V3 Reviewed By: R4."___0
Level: . Date: 19 -I&-3 Level: j Date: /Z- •-3
EXAM-S3 V.2 10122M93 12110193210-1O L
()v~ 00183
* GERIS 2000 IndicationSGE Nuclear Energy Data Sheet
Project: TVA, Browns Ferry, Unit 3
Weld ID: V-4-B
Cal. ID: C-001
Exam Data Sheet No.: E-14-01
Patch ID: BF-048
Ind. Data Sheet No.: G-102
Indication: G-102 Channel: 8 Angle: 45 Direction: 90
20% 50% @ Max 30% 20%Amp. Y MIn X MP MIn X MP X MP MaxX MP MaxX MP Remarks
Comments: OD geometry due to stabilizer bracket at 45*.
Analyst: C Reviewed By:
Level:
2~~9 ~6~4,1a4v
Level: 01 Date: G-i-P -9,S Date: 12-/d- ?3
A
EXýM-0S3 V.2 10/22/93
ý -I, ol;ý 19 o,_ ODUI14LI
GGERIS 2000 IndicationGE Nucear Energy Data Sheet
Project: TVA, Browns Ferry, Unit 3
Weld ID: V-4-B
Cal. ID: C-001
Exam Data Sheet No.: E-14-01
Patch ID: BF-048
Ind. Data Sheet No.: G-1 03
Indication: G-103 Channel: 9 Angle: 45 Direction: 180
201/o 50% @ Max 50% 20%Amp. X Min Y MP MIn Y MP Y MP Max Y MP Max Y MP Remarks
flI% .& . *~.*......--
Commnts Ougeomeriiy due to Staoiizer bracket at 45 .
Analyst: ( rlACL 4"-bak}hOQ Reviewed By: _._______,__-__-_-
Level: - Date: J,9- 16 43 Level: -LL Date: Z,-I-2
OXAM-S3 V.2 10122/33
06 o CF
* EGERIS 2000 IndicationGE Nuclear Energy Data Sheet
Project: TVA, Browns Ferry, Unit 3
Weld ID: V-4-B
Cal. ID: C-001
Indication: G-104 Chann
20% 50%Amp. Y Mn X MP Min )
Exam Data Sheet No.: E-14-01
Patch ID: BF-048
Ind. Data Sheet No.: G-1 04
el: 10 Angle: 45 Direction: 270
@ Max 50% 20%
( MP X MP MaxX MP MaxX MP Remarks
Comments: OD geometry due to stabilizer bracket at 45°.
Analyst: L_•JJJi )4oQ• Reviewed By: _-.R4 z ov .
Level: J- Date: 1Io9-1 Level: • Date: /'-/•-•_
EXAM-053 V.2 10122193
t.' 0,01,96
GE Nuclear Energy GERIS 2000 IndicationGENuclear Energy Data Sheet
Project: TVA, Browns Ferry, Unit 3
Weld ID: V-4-B
Cal. ID: C-001
Exam Data Sheet No.: E-14-01
Patch ID: BF-048
Ind. Data Sheet No.: G-105
Indication: G-105 Channel: 11 Angle: 60 Direction: 0
2011 50% 0@ Max 50% 20%1.
Amp. X Min Y MP Min Y MP Y MP Max Y MP Max Y MP Remarks
Comments: OD geometry due to stabilizer bracket at 45.
Analyste:R ij-.Q- Reviewed By: "- Date) / t/'-'
Level: -PT.~ Date: 0-11P-93 Level: ýD a te: 12~f
EXAýU053 V.2 10/22193
AC> cV 37
* GERIS 2000 IndicationGE Nuclear Energy Data Sheet
Project: TVA, Browns Ferry, Unit 3
Weld ID: V-4-B
Cal. ID: C-001
Exam Data Sheet No.: E-14-01
Patch ID: BF-048
Ind. Data Sheet No.: G-1 06
Indication: G-106 Channel: 12 Angle: 60 Direction: 90
20%MIn X
50%MP MIn XAmp. Y
@ MaxMP X
50%MarX
20%
MP MaxXMP MP Remarks
225.7% 565.25 . . . 93.29 12.63 ~ ~ - GEOMETRY
Comments: OD geometry due to stabilizer bracket at 45*.
Analyst: J•wa.d.fiT Reviewed By: /'.. "o•,a.-
Level: Date: 1-bq Level: Date: /2-12-.
EXAM-DS3 V.2 10122/9a 1211 883GlO.XLS
00188
Q lf.1V
GE Nuclear EnergyGERIS 2000 Indication
Data Sheet
Project: TVA, Browns Ferry, Unit 3
Weld ID: V-4-B
Cal. ID: C-001
Exam Data Sheet No.: E-1 4-01
Patch ID: BF-048
Ind. Data Sheet No.: G-107
Indication: G-107 Channel: 13 Angle: 60 Direction: 180
20%Min Y
50%
MP MIn Y@ Max
MP Y50%
MP Max Y205/6
MP Max YAmp. x MP Remarks
349.5% 98.04 ~ ~ ~ 570.70 13.42 ~ ~ ~ GEOMETRY
Comments: 01) geometry due to stabilizer bracket at 45'.
Analyst: L W i L 4 t2[ Reviewed By: 4uf~~a t-
Level: .Date: Le-vel ~~ Date: _-____
EXAM-DS3 V.2 10U22M93
a -- C)A- )I112J16093G-107.XLS
'- 00189
ý I (,--I'U
GE Nuclear Energy GERIS 2000 IndicationData Sheet
i
Project: TVA, Browns Ferry, Unit 3
Weld ID: V-4-B
Cal. ID: C-001
Exam Data Sheet No.: E-14-01
Patch ID: BF-048
Ind. Data Sheet No.: G-1 08
Indication: G-108 Channel: 14 Angle: 60 Direction: 270
20%Amp. Y MIn X
50%MP MIn X
@ MaxMP X
50% 20%
MarX MP MaxrXMP MP Remarks
272.3% 565.75 -~ ~ 103.85 12.66 ~ ~ - GEOMETRY
Comments: OD geometry due to stabilizer bracket at 45*.
Analyst: •.WL1Y ..Q Reviewed By: ____. ___4-
Level: "L Date: 0-1to-& Level: 2 Date: /-/i -%'
EXAMOS3 V.2 10/22t93
12116 r,
s : h 1 AM C-scn BF-
L [162JT[10361 -IýABS
575.70-
L [1621
T[03fi]
160%~-
570.20
564.70
559.20
553.70.
540.20.
542.70.
537.20-
531.70-
DOW_ __ _ _ _ _ _ _
II ~ Z = h I ~ I ~ d
-1.50 '-4. 28b4
3.94 Iý. is 6.7 4.59 "5.80 7.902 6O.24 69.45depth in inch..
526.
I SCRH CAINH 4
X = 90.71in, VDAC4LOG
566.70n
Jkr
• 3.37.
8.*24 ~ ~ - -~~526.32 538.25 550.29 562.22
Lne = 0162, Trigger = 0036
C
CA -I
Loodnwr indication #14-001
8.67 -,51 i. . 103,01
92. 1 96.02 99.50 103.01
0: C 05:A M -cn I
11947]
N 94.351n, V 5ZO26 2GDAC-LOG
ISRIi IAT SCL HI I 05 VIE UH
E CAE TP.E F SCR" GIN 109% D~ VERTOF
UA GAEWB-JIE 1-C GAI r-1 GATE j 2IVhhGATE
1.32- ' ".jjdicwl md. # 14-002
92:47 969 10f.46
1 -3.? t 2.80 13.96 '15.12 21.Z 27.36 31
/Time Start = 25.28, End = 33.68, Diff = 8.40[tude Start = 66.54, End 6 50.18, Diff = 1.63,
Lou
575.71
ABS .- II--::7-QAC
1.47 " idmual ind. #14-002
520.70 526.22 531.68 537.20
Line = 0008, Trigger = 0847X= 94,35in, Y = 525.11in 2 = I,2lin
553.70 559.21 564.73 570.19542.71 548.23 553.70 559.21 564.73 570.19
I A
SAC 1
520.70
Irmn!; -".'-J
ACL[0071
T [0 1171
160*-1111HESCL ITRC OF % tiU.1 0- DC rER OF
1.70
2 8e3-
3.96-
6.23
7.37-
8.50-
92.58
1-1Miwol-ind. #14-4103
m ,,,m
a. so.~
1.35
2.20
3.05
3.90
_ 521.99 524.50 526.99 529 .50
1 .41-
3.40-
5.38-
7.37-
~--.J)iEm41 ind. #14--003
lab ~Stabilizer brkt. 045 deg.
521.28 526.79 532.31
Line = 0007, Trigger = 0017X = 93.94n, Y = 525.71in Z = 1.921nLog
537.77 543.28 548'.79• 554'. 30 559. 76 565'. 27 570. 78 576.29
a[1721
T1[0341
160%.
tabilizer brkt. * 45 deg.2.96-
6.2,3.--#,-t~
7.37
92.58 97.58 102.5"7
.og 0 2. 16 66 .17 6I. 67 .17 .7 11.10 12.68wLo .e.tal path inches
Dist/Time Start = 9.84, Ernl = 9.14, Diff = 0.00litude Start = 44.25, End = 44.25, Diff = 0.00, 4ean 44.25
DAC -** - 0-25- -Ef -' ~ =* * ----
4.53 Stabilizer brkt. 45-t4g. Ind. #G-101
7.09
521.25 528.27 535.29 542.25 549.27 556.29 563.25 570.27 577.29
Line = 0172, Trigger = 0034X = 98.Zlin, Y = 572.06in Z = 5.70inLog
4.S3- '- Stabil•ir brkt. 0 45 deg. ir #G-184
r fireec --C
7.09 C
-v .0 .
S21.25 520.27 535.29 592.25 549.27 55i.29 .56i.25 570.27 577 .29
I
2.31-
5.2018.09{
5Z4.
Line = 01
Statilizer brkt. 4 15 deg. Ind. #G-102 -.
40 534.91 545.41 555.92 566.42
70, Trigger 0069
2.9-.
fl--1"':• 'i ab2 ilizer brkt. a 45 deg. ind. #C- .... 2:S'tabLlizer. brk~t. 45 deg. Ind. ..G,1.,.:, _ ,
- O~. 09-
06 92.53 99.06 105.53 It 86:03 91.0t 96,04 181. 03 106.05 11l.0-
10, Trigger = 0069 Line= 0170, Trigger = 0069X = 104.05in, Y = 564.30.n Z 6.665n
B[ I I tJ F'TIESAL 6AE F MICM 10%DC VIR FI S 0:C U.59-c ) F 04 : 4 DI
2.94
4.12
5.29
6.47-
7.65-
8.82-
92.729
-------- Stcilizer brkt. 45 dgInd. #G-103
2- M4-- -. -- -6 197.29 102.28
Log I I 'L' tVLI T%, 0004--.4- 1 -
L7 -010 11.2
Dist/TineAmlitude
5 2.60 3. 95 ý.30 '1666i 8.o, 9.36 '10.71natal path
"12.06inches
Start = 9.35, End = 9.36, Diff = 0.00Start = 47.52. End - 47.52, Diff = 0.00, Neal = 47.52
1.47,
3.53.
dF•
tabili brkt. e 45ý'deg. Ind. #G-103
5.59.
7.65,
5747.63 . .D1'514.66 520.63 526'.65 53i.68 !53i.65 544.67 550'.64 556'. 67 562i.64 5681.66
= 0167, Trigger = 008798.65in, Y = 553.98in Z = 6.62in
1%, 1 lop
ILog I
,~' tdiilizer ba-Id. .45 dig. md I'
" "'~ ~
/ .~.
* / 'S
// .5'
1'j~
0be
1- - - - I I I 4"M i - --- -- I
Ki [0041T[0061e[Do00
160t*-
00% --
!I
Iind.i #14-00
I I
ii~521.80.- #92.60 108.10
X = 14. l0in, Y 522.U0inDAC-AOG
20%-
- U - I m~ i I I I
Di86 '1.20 6.26 6.31 7.30 .44, '11.50 '13.56 11563 17.69M metal path inches
jt/Time Start = 3.37, End = 3.37, Diff = 0.00litude Start =52.95, End = 52.95, Diff = 0.00, Mlean = 52.95
' (~A
~cp-o
2..
Line = 0004, Trigger = 0006- 94.1min, Y = 525.75in Z = 1.97in "
L [1591T [0231810800
160%-
40
I
-I
I7 amI
izer lx~kt. oid. IIGIl S
Sdeg.
IiI-
,IN"
I
JI I I fI Pim , "• jrl j Ml' -'- O, A m - a . . ... , I - - -. • J ! $ _ ., ~ ; . - & , - - ....-066 ',.20o .26• .31 I. 30 ., '11.50 I.56 '55.63 17.69
I metal path Inches
Dist/Tine Start = 13.12, End = 13.12, Diff - 0.00Aiqlitude Start = 58.39, ndW = 58.39, Diffr 0.00, nmai 58.39
AMSDAC
1.40
N. '~~?e*
c.-- -- '.,-.-- -,.
.06
6.33- .Zd #c1o5- - ~- V-.
0.59
59 579.70 586.16
C>S21'.19 52Y. 65 534'. .16
Line = 01S9, Trigger = 0023X = O9.3SIn, V = 572.68in Z a 7.l2inLog
540.67 547. 19 553.65 560. 16 566.67 573.
wL [ 1651TtO541
40%~
20v*-
GAC-LOG
I
abilizerbrkt. 045 dgne. #IG-105
&f-
Li1-~81.18 S.23 ý.29 ý.36 ý.42 'I.41 135 1561 7.
mowtal path inchom
Dist/Time Start = 12.63, End = 12.63, Diff = 0.00Amplitude Stort = 56.21, End = 56.21, Diff = 0.00, Neco = 56.21
2.01•
4.50o
7.00-
9 .4 9 -
524
2 ~ j.y A
'gtdibiftn, brk-t. o''45 dInd. #G-106,
Il I
.61 536.05 547.61 559,
0~1~~
(A
L[0061T [05818[flI8J
16Ot1-
11
J1 a
idmoI jind. #44-005
A
UK
40*-
20 ,€
_____ ______ _____ + I + I
I -ITf
a&L
0.25.
0.71-
1.16 ¾
1.61
2.071
r*
,6 ,20 ., ,
liti~
i e Start =4
dig
4 Ifte!t l puth i nsches
SsT/ine Start = 2.59, End = 2.59, Diff = 0.O00•iltude Start -- 50.23, End = S0.23, Piff = 0.00, Nearo 50.23
529.86 5318. 36
&g.0
,.b l i e _r t _ _isý" d . •
551.96 558.94 565.92 572.96 579.945
Line = 0006, Trigger = 0058X = 94.29in, Y = 52S.39in Z = 1.41inLoa .... .......
KT [0731
13000
lizerI
ind.
rkt. *#G107
45 dog.
+ 4 I-~------4 + * -f
N
_____ _____ 4- +-'~----+ -5* + 4
I20%-
iiIA I
X o 98.041n, Y = 570.70inDAC-I.OG I - 6 11.20 3.26 .31 7.38 9.441 '11.50 t13.56 115.63 117.69owtol path irchos
Dt/Time Start = 13.42, End = 13.42, Diff = 0.00
Liplitude Start = 54.04, End = 54.04, Diff = 0.00, Neon = 54.04
.~ i_ . I ~
m - -
2.
4.51.- - taidizer brkt. a 45 . md WHO10
- -- S.. - -. 7SL
7.01 :
9 .50o> - - .s0.9 s516 .9s5 523.93
Line = 0178, Trigger = 0073X = 98.04in, Y = 559.25in Z = 7.38in
579.94530.97 537.94 544.92 551.96 558.94 565.92 572.96
5721
__j
Line = 0167, Irigger = 9045X = 92.96Ln, Y = 565S.75in 2Z 7.00inLog I
0 0
BROWNS FERRY UNIT-3 WELD LOCATIONS
0O 90° 180° 210° 330° 360* EL. 745" VESSEL FLANGE
C-5-FLG
C-4-5
C-3-4
C-2-3
EL. 706'
EL. 573'
EL, 524.5"
EL, 404" TOP OF SHROUD-EL. 391.5"
EL, 372" 1
BELTLINE REGIONEL. 258.5"
EL. 204" 1
EL, 125.50 SHROUD SUPPORT
EL, 121,5" BAFFLE PLATEC-BH-1
b-300
F'
GE NUCLEAR ENERGY BROWNS FERRY UNIT 3 VESSEL ROLLOUT & AS SCANNED PATCH LOCATIONS BF-3-VMA REV 0
0 S
114.55"1
110.56"98.55"
86.50388.03" I
82.55"1
CH. ANGLE DIR. MIN X MAX XNominal Clod T = 3/16"Nominal Bose Metal T = 6 3/8"1 Degree = 2.19"
1 0 W 0 92.62 104.492 0 W 90 92.62 104.493 70 UP 0 92.62 104.494 70 CW 90 88.03 104.49
5 70 ON 180 92.62 104.496 70 CCW 270 92.62 109.077 45 UP 0 92.62 104.498 45 CW 90 86.54 104.499 45 DN 180 92.62 104.49
10 45 CCW 270 92.62 110.5611 60 UP 0 92.62 104.49
12 60 CW 90 82.55 104.4913 60 DN 180 92.62 104.49
14 60 CCW 270 92.62 114.5515 0 SM 0 92.62 114.5516 0 BM 90 82.55 104.49