ML20117B383
| ML20117B383 | |
| Person / Time | |
|---|---|
| Site: | FitzPatrick  |
| Issue date: | 05/03/1985 |
| From: | Bayne J POWER AUTHORITY OF THE STATE OF NEW YORK (NEW YORK |
| To: | Vassallo D Office of Nuclear Reactor Regulation |
| References | |
| JPN-85-41, NUDOCS 8505090066 | |
| Download: ML20117B383 (266) | |
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- 123 Main Street White Plains Ni .< York 10601 914 681.6800 MbdNMr / irs"t c,7u"137,ce ereside & Authority "e'o ' - o" -
Pby 3, 1985 QM-85-41 Director of Nuclear Reactor Regulation U.S. Nuclear Regulatory Commission Washington, D.C. 20555 Attention: Mr. Domenic B. Vassallo, Chief Operating Reactors Branch No. 2 Division of Licensing
Subject:
James A. FitzPatrick Nuclear Power Plant Docket No. 50-333 IGSCC Weld Data Packace
Dear Sir:
Attached is the inspection data package for weld No. 22-22. The flaw analysis and overlay design report will be submitted separately. This information is provided to you to support the preliminary inspection summary which was transmitted under separate cover. If you have any questions, please contact Mr. J. A. Gray, Jr. of my staff. Very truly yours
)P B yne First Executive Vice President Chief Operations Officer Enclosure.
cc: Office of the Resident Inspector U.S. Nuclear Regulatory Commission , P.O. Box 136 l Lycoming, New York 13093 Mr. Robert McBrearty (W/ encl.) 0
- l U.S. Nuclear Regulatory Commission j(0 g ig Region I 631 Park Avenue l King of Prussia Pennsylvania 19406
! 0505090066 850503 l [ PDR ADOCK 05000333 G PDR
F Attachment 1 to JPN 41 Weld 22-22 New York Power Authority James A. FitzPatrick Nuclear Power Plant Docket No. 50-333 w-.___-___________-_______--_______--__________________-__-__-____________ _ _ _ _ _ _ _ _ _ _ _ _ _-___f
r -- -- . - _ _. .
-TABLE OF CONTENTS-COVER LETTER TO D. SANCIC FROM GEORGE SECHLER INDEX TO COMPUTER PLOTS 1983 EBASCO DATA NYPA REPLOTS OF 1983 EBASCO DATA 1984 EBASCO DATA NYPA REPLorS OF 1984 EBASCO DATA 1984 KWU DATA NYPA REPIDFS OF 1984 InfU DATA 1985 EBASCO DATA NYPA REPIOr$ OF 1985 EBASCO DATA 1985 KNU DATA NYPA REPIDFS OF 1985 KWU DATA 1985 NYPA EVALUATION OF 12NGTR OF INDICATION 1
James A. Fitfletrick Nucles, Powe, Plant PO Bo. 41 Lvcomerg. New Yors 13093 315 342.3840
#D NewYorkPower 4v Authority APRIL 22, 1985 JAF-QF-85-091 MEMORANDUM TO: D. Sancic, ISI Engineer FROM: G. Sechler, NYPA Level III
SUBJECT:
JAFNPP Quality Assurance IGSCC Ultrasonic Examination of Weld No. 22-02-2-22 The purpose of this letter is to document the history of the subject U.T. exami-nations performed on weld #22-02-2-22 and to attempt to explain the existance of the present IGSCC indications in this weld heat affected area. The following represents the history of the subject examinations: 1983 - In 1983, Ebasco Services was contracted to perform detection of IGSCC in selected weldments. Ebasco performed a 45' examination of the subject weld (' A' O. recirc system header end cap-to-pipe) and an indication was found 18" clockwise C (CW); See Note 1. This indication was measured to be 1.5" in length. Ebasco performed sizing of this indication and obtained an overall length of 1.9" with a thru-wall measurement of 20.3%. An analysis was performed on this indication and the results were submitted to the NRC. 1984 - In 1984, Ebasco performed a pre-IHSI examination (3/5/84). At this time four indications were found on the pipe side of the subject weld 11.5" CW, 20.25" CW (low amplitude), 10" CC4, arid 28.75" CW. See Note 1. The indication at 10" CCW plots to weld volume. All indications noted on the end-cap side were evaluated to be geometric in nature. On 3/8/84, IHSI was performed on the subject weld (three heats were executed to achieve acceptable IHSI results). On 3/8/84 Ebasco performed post-IHSI U.T. examination. At this time, two indi-cations were noted (See Note 1); 28.25" CCW and 10.875" CW. These indications were assigned to KWU for discrimination / sizing. On 3/9/84, KWU performed a manual examination in the areas assigned (examination of detected indications only) and while in the discrimination mode of the exami-nation, determined that the indications were geometric in nature (root a counterbore) and, as such, no sizing was performed based on the assumption that there were no indications present to size. k
t MEMORANDUM TO: D. Sancic, ISI Engineer April 22, 1985 l FROM: G. Sechler, NYPA Level III JAF-QF-85-091 A IGSCC U.T. Exam of Weld 022-02-2-22 Page two V
SUBJECT:
1
- 1985 - On dates 3/20 through 3/22 and 4/10, 1985, Ebasco performed a U.T.
detection / sizing examination on the subject weld. Initial detection performed i showed two indications located at 25.5" CCW and 11-3/4 3/4" CW. Intermittent indications were detected 360* and " hot spots" (see Note 2) wers selected for sizing. Several of these " hot spots" were found to be 27% thru-wall. On dates 4/4 & 4/5, 1985, KWU examined the weld. utilizing the P-Scan (See Note
- 3) for examination / detection. After approximately two days of data collection with this automatic system, a very low amplitude (equal to or less than lot thru-wall) intermittent indication was detected and reported with several areas that showed 20% to 27% thru-wall for a distance of 51.6" in length (see letter JAF-QF-85-079 in Section NYPA 85 of this repert for details). In performing
! .their examination, KWU utilized the following examination techniques:
- A modified P-Scan so that 180* rotation of the head was possible allowing for automatic scanning of the subject weld.
l A modified (KWU's third generation) Robby automated equipment was utilized. The use of a new experimental 48E + 2A transducer for detection. Use of WSY-70-2 (I.D. creeper) . Use of 45* Shear (MUB 45-N2) . Use of 60' Shear (MUB 60-N2) . Use of 70* Shear for sizing Of0G 70-2). d
- KWU also used a ' SUS 423 (23' shear /long) experimental probe (provides a very good technique for mid-wall indications).
Use of a RTD-SEK-2 dual element 70* shear transducer for the O.D. creeper. Use of a SLIC-40 probe for sizing. / i i i conclusions - Af ter reviewing all the above historical data, I have reached the following conclusions: l l The P-Scan data with the new 48' shear transducer utilized revealed indications more clearly than were detected previously with the 60* I transducer. This is true in part to the fact that the indications are I very close to the root of the weld and the weld counterbore distance is
; so short.
1 i
~~
MEMORANDUM TO: D. Sancic, ISI Engineer April 22, 1985
. FROM: G. Sechler, NYPA Level III JAF-QF-85-091
SUBJECT:
IGSCC U.T. Exam of Weld 622-02-2-22 Page three s
- The Automated techniques used allowed a very extensive time period with each technique used for evaluation of signal characteristics which is not possible (due to ALARA considerations) with manual techniques.
*
- All the information from 1983 to present were utilized to develop a computer program for plotting indications. With an ID/OD profile established by better techniques than existed previously, it can be seen that the indication (s) in the subject weld has existed since at least 1983 and was misinterpreted as a counterbore/ root indication.
(See attached computer plots and hand plots). (See Note 4.)
- 1985 was the first time that Ebasco performed sizing with EPRI sizing qualified personnel.
Finai Conclusion - After reviewing data, witnessing examinations,.and performing examintions (for verification and information purposes), it is my opinion that an indication of approximately the length and depth reported by Ebasco and KWU in 1985 does exist, and has existed at least since 1983 when the first meaning-ful IGSCC examinations were performed. If you have any questions regarding this letter, please contact me. A/pg Georg ler NYPA Level III - IFf Examiner cc File 3.0.2 RLP GJSacp
- l l
T l o l I l
~
7 NOTES 9 1. In 1985, the direction of flow was established to be different than that utilized in 1983 and 1984. To correlate data, directions shown in 1984 and 1983 must be reversed, i.e., CW = CCW.
- 2. " Hot spots" are defined as areas that show the strongest signal response in terms of amplitude.
- 3. P-Scan is an automated examination technique for detection and discrimina-tion of IGSCC that was developed by the Danish Welding Institute and used by KWU/UTL. ,
- 4. The computer program was verified as correct via comparison with hand plots.
D k l l l LO i I l 5
. L. - - - . . -. _. ._
COMPUTER DRAWING INDEX A I B l C COMMENTS Plot Number 'See Note 5' See Note 6 ESI 2283A Min. Peak Max. ESI 2284A Min. Peak Max. Pre-IHSI, Ind. 91 ESI 2264B Min. Peak Max. Pre-IHSI, Ind. 62 ESI 2284C Min. Peak Max. Pre-IHSI, Ind. 94 ESI 2284D Min. Peak Max. Post-IRSI, Ind. il & 92 ESI 2285A Min. Peak Max. Ind. 41 ESI 2285B Min. Peak Max. Ind. 42 KWU 2284A 37.5*-S 56.5*-S 63.5'-S Ind. 91 KWU 2284B 25'-S 23.5*-S 30-70-70 Ind. ll KWU 2284C 40*-S 42.5*-S 23*-S Ind. 62 KWU 2284D 28.5'S 30-70-70 N/A Ind. 92 KWU 2285A 30-70-70 45*-S SUS 423 Ind. 43 KWU 2285B 45*-S 53.5*-S 41*-S Ind. 43 KWU 2285C 35'-S 51.5*-S SLIC-40 Ind. 93 KWU 2285D 64.5*-S N/A N/A Ind. 93 KWU 2285D N/A 40*-S 44*-S Ind. 92 KWU 2285E 55*-S 55'-S 62*-S Ind. 92 KWU 2285F 32*-S 30-70-70 52.5*-S Ind. 42
; KWu 2285G SLIC-40 N/A N/A Ind. 62 CORRESPONDS WITH FIRST THREE h
COLUMNS AFTER " WELD PROFILE" COLUMN LEGEND: "ESI 22 83 A" 1 2 3 4 NOTES:
- 1) ESI = Ebasco Services, Inc. KWU = Kraf tworkunion
- 2) 22 = Weld No. 22-02-2-22,
- 3) 83 = designates which year's data replotted.
- 4) Which section of series.
- 5) A, B, C denotes what part of plot is drawn individually.
- 6) Denotes which indication in original data replotted to 1985 known ID/OD configuration.
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