ML20132H175

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Forwards Addl Info Re Installation of Chicago Bridge & Iron Piece Numbers 55-2 Welded to 55-4 & Applicable Attachments to Nonconformance Rept W3-6224
ML20132H175
Person / Time
Site: Waterford Entergy icon.png
Issue date: 06/21/1984
From: Dobson D
LOUISIANA POWER & LIGHT CO.
To: Strosnider J
Office of Nuclear Reactor Regulation
Shared Package
ML17198A272 List:
References
RTR-NUREG-0787, RTR-NUREG-787 W3K84-1454, NUDOCS 8510020085
Download: ML20132H175 (152)


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LOUISIANA P O W E R & L 1 G H T! WATERFORD 3 SES + P.O. BOX B e KILLONA, LA 70066 raat!?sva June 21, 1984 W3K84-1454 Q-3-A35.02.01.02 Mr. Jack Strosnider NS-5650 Materials Engineering Branch, USNRC Nicholson Lane Building 5650 Nicholson Lane Rockville, Maryland 20852

Dear Mr. Strosnider:

Enclosed is the additional information you requested concerning the install-ation of Chicago Bridge & Iron piece numbers 55-2 welded to 55-4.

This information also includes applicable attachments to nonconformance report

  1. W3-6224.

If you have any additional questions concerning this installation, please contact Mr. R. Hartnett at 504-467-2791, ext. 325.

Vety Lauly youts,

^

=c -~

D. E. Dobson Project Manager DED/ RAH /gc cc:

T. F. Gerrets - w/o attach.

L. L. Bass - w/o attach.

G. L. Constable - w/o attach.

1 l

l l

8510020085 840621 PDR ADOCK 05000382 l

E PDR 1

v i

MAS 7 N CHECK LIST i

For Cc htrol and Certification DESCRIPTION CBI AUTH. INSPT R.

LISTED OPRTS.

LISTED DATA INSPTS & EMAMINS REVIEWED & FOUND COMPLTD & ACCPTD.

TO SE IN ACCOR-i!

OPERATIONS, INSPECTIONS, EMAMINATIONS &

'^'

NO.

LISTED REQRMTS DANCE WITH REQUIREMENTS TO BE COMPLETED

, DETAIL CARRIED OUT THE CODE g opDS e

AUTH. INSPECTOR PROJ ELD &QA R

'l INITI ALS DATE INI T I ALS DATE 11 Inspect all welding material 3,lq

7pa_,

ff_f 7 7 fB l'fribf received for shipping damage and proper identi-TFw/

Il-i r-m i

fication. Obtain authorization with Test Reports l

from the Construction Welding and Q.A. Manager or his delegate.

/

I 12 Advise AI of disposition of any 3,./g pzg_

gfq7_y7 %

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7 rejected mattrrials.

TFW li-n-T1 13 Record the foll'owing information Go ff g gf.

y for each welder (including welders of attachments) j-jg y.,

leg 7 e

and for supervisory welding personnel assigned to.

9g l

this contract: Name, ID, and process in which i

l qualified and Electrode F number. Verify that these welders are qualified on the dates that the

.fg-{gg weldina processes are used.

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D MADEBY AUTHClBY BY Ju bKD BY'w h[ bu 7"_ g g y

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ATTACHMENT # 4 NCR-W3-6224

{

CLASS "D" MATERIALS PAGE J OF 9 CSSI DWG.#

MARK #

STATUS BASED ON C3&I RESPONSE RDLARKS 3l-M1G - 45 4f-3 dote l

,4 c w e r As Is

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i ATTACHMENT #4 l

l NCR W3-6224 i

Based on Chicago Bridge & Iron Company's (CB&I) response dated'7-5-83 (Attachment #5), the table below summarizes the findings on the original CB&I Class D materials, supplied. The following is the note legend for this i

table:

I l

NOTE 1 CB&I provided Material Test Reports-or Certificates of Compliance.

l See Attachment 5.

t j

NOTE 2 CB&I can not trace physical / mechanical properties through Purchase Orders.

l NOTE 3 Although actual records do not uniquely tie these pieces to particular stock materials, CB&I shop had available remaining material from these l

purchases for fabrication at that time. See Attachment 5.

t 4

i NOTE 4 Material originally identified to the supplier by the Supplemental l

Sununary Sheet for Material Verification.

NOTE 5 Temporary material, therefore no material traceability required.

1 l

NOTE 6 Seismic Class 1 as defined by Attachment #3 doesn't include miscellaneous hardware. Therefore, miscellaneous hardware doesn't require material

, traceability, i

I ESSE engineering will be required to evaluate the acceptability of those 4

j materials so noted in the tables.

J (N.

6-z5-s3 j

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s ATTACHMENT #5 NCR W3-6224 I

~

July 5, 1983 8900 Fairbanks North Houston Road i

P O Box 40066 j

Houston, Texas 77240 713 466 7581 i

Ebasco Services, Incorporated 4

P. O. Box 70 Killona, Louisiana 70066-0070

-I Att:

Mr. L. A. Stinson, Manager Site Quality Program RE: LOUISIANA POWER & LIGHT COMPANY WATERFORD STEAM ELECTRIC STATION UNIT NO. 3

SUBJECT:

EBASCO LETTER dated May 24, 1983

Dear Mr. Stinson:

4 Your letter of May 24, 1983 requested that CBI undertake a search of CBI in-i.

house records to provide you with assistance in the resolution of a non-con-formance report written against the Class D items on CBI bills of materials.

4 After receipt of that request, Bill Ricketts, Birmingham Manufacturing Quality j

Assurance, directed a records search by his group and the Birmingham Purchasing group. The final results of this search are the (3) folders included with this l

1etter.-

The first folder, 5.1 Material Verification Sumary Sheets, is a summary of all i

the Class D items supplied by CBI and indicates the information found by CBI.

A key for the use of this file is included in the file. On each summary sheet, I

you will find a column labeled " Daily Fab'r or Stores Release Report Checked".

l In this column, you will find the file number for the CTR or C0FC for the item 4

listed on that particular line. If any.further explanation is needed, please contact Mr. Bill Ricketts, Birmingham CQA.

These documents are not being submitted by CBI as formal, audited, nuclear records. Instead, they are being provided by CBI in an effort to help Ebasco resolve this non-conformance. It is hoped that the information they contain i

will in someway be beneficial to Ebasco in this effort. I must also point out i

that it is the feeling of.CBI's Birmingham Quality Assurance group that no other relevant information is available.

i i

l O

1 Page 2 l

July 5, 1983 Mr. L. A. Stinson

E 4

4 L

If I can be of any fur,ther assistance in this matter, please contact me.

Sincerely, Y

I

~/

Wayne Nixon Chicago Bridge & Iron Project Manager

m. ~

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  • t SSER Task: Allegation A-?50 Reference No.: 4-84-A-06-142(3)

Characterization:

It has been alleged that " Class D" material used by Chicago Bridge and Iron (CB&I) in the fabrication of certain non-pressure bearing structural components inside containment was not welded with traceable weld rod and that the welds are not traceable to a specific welder.

Assessment of A11ecation: This allegation is related to Allegation A-258 regarding the traceability of materials categorized by CB&I as Class D that were used in the fabrication of certain non-pressure bearing structural components in the containment vessel. As described in the assessment of Allegation A-258, these structural components include seismic clips that support safety class piping systems, parts of the equipment hatch handling device. narts of the parsonnel and ese::pe iceks, crans rails and girders, stairs, ladders, and some temporary attachments and components.

Ebasco categorized these components, with the exception of Mtemporary items,

/

as Seismic Category I, therefore requiring material traceability, but according to CB&I quality assurance procedures, material traceability was not required for Class D material and thus was not maintained. As further stated in the assessment of Allegation A-259, the issue of traceability of the Class D structural steel was satisfactorily resolved by Nonconformance Report (NCR)6224. However,' this NCR did not address the traceability of the weld material.

To assess this issue the NRC staff revie the structures in which the O Class

/

material was used and requested the licensee to provide the quality assurance documentation for welds in several of the structural components considered to have the greatest safety significance. These components were the containment spray system pipe supports (seismic clips), crane girders, and equipment hatch handling device. Quality assurance (QA) documentation including items such as welding procedures, welder identification and qualifications, weld rod

(

l 7

identification, and weld inspection results were requested for certain welds in these components. This quality assurance information is required for welds in safety related structures. As of May 31, 1984 LP&L was unable to produce the records requested by the NRC staff.

The inability to produce the appropriate quality assurance records makes the quality of the subject safety related structures unde \\tenninable and the NRC staff has concluded that additional actions as described below should be taken by LP&L to resolve this issue.

I D

n Potential Violations: The inability to produce quality assurance records for i

welds in safety related structures consgig g a,,, violation of Criterion XVII, "Ouality Assurance Records" of AppendixT Criterion XVII requires that

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sufficient records be maintained to furnish evidence of retivities affecting

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quality. Furtheracre, the possibility exists that because of the erroneous ekssP "i

c.%.<4 6 chn4#4cet5 of materials in safety related structures,0: Ch;; O the required

'ij

) quality assurance activities were not performed and the required quality

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..w m.e r ecurus neven generatec. -Inus, there are potentially violations of i

v Criterion VIII, " Identification and Control of Materials, Parts, and Components;"

l Criterion IX, " Control of Special Processesh" and Criterion X, " Inspection."

/!

18entt&sik.. N[ control of welding and inspection proce CriteriaVIIIrf rgigeridentification and control of materials and l

=;-ti-R,t-Criterion X requires establishment and execution of an l,

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inspection program.

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Actions Required: In the event that the' licensee cannot produce for NRC review the required quality assurance documentation related to welding of Class D materials inside containment, he shall develop and implement a program to assure h

that the subject safety related structural'c6miponents have adequate quality so as not to adversely affect their structural integrity and safety related functions. This program shall be submitted to NRC for review prior to its implementation. The program should include a review of the structures in which Class D material was used and identification of those that are safety related.

Actions taken by the licensee to resolve the issue may include but are not limited to the following.

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o Demonstration that quality assurance requirements were met through the review of supplier, contractor, and/or other records, o

Demonstration that the structural component of concern does not have a significant safety function and hence that quality assurance records

/

are not necessary.

o Appropriate nondestructive inspection and/or evaluations of subject structural welds, Rewelding of critical components in accordance with approved quality o

assurance and quality control procedures.

J The rgults of the licensee's program shall be submitted to NRC and the NRC staff review the results to ensure that this issue has been satisfactorily 3

7 rc:elved prict to ir.itial critic 611ty.

References 1.

Assessment of Allegation A-258 2.

Nonconformance Report 6224 issued May 13, 1983 3.

c a of ra k e! % 4 % h + k ". to 4 :*,4 &.s e.

Statement Prepared By:

J. Strosnider Date Reviewed By:

Team Leader Date Reviewed By:

SiteTeamLeader(s)

Date Approved By:

Task Management Date

T DRAFT 1 l

5/31/84 SSER Task: Allegation A-259 Reference No.: 4-84-A-06-142(3)

Qaracterization:

It has been alleged that " Class D" material used by Chicago Bridge and Iron (CB&I) in the fabrication of certain non-pressure bearing structural components inside containment was not welded with traceable weld rod and that the welds are not traceable to a specific welder.

Assessment of Allegation: This allegation is related to Allegation A-258 regarding the traceability of materials categorized by CB&I as Class D that were used in the fabrication of certain non-pressure bearing structural components in the containment vessel. As described in the assessment of Allegation A-258, these structural components include seismic clips that support safety class piping systems, parts of the equipment hatch handling device. parts of the personnel and escane inckt. crane rails and girdars, stairs, ladders, and some temporary attachments and components. Ebasco categorized these components, with the exception of those temporary items, as Seismic Category I, therefore requiring material traceability, but according to CB&I quality assurance procedures, material traceability was not required for Class D material and thus was not maintained. As further stated in the assessment of Allegation A-259, the issue of traceability of the Class D structural steel was satisfactorily resolved by Nonconformance Report (NCR)6224. However, this NCR did-not address the traceability of the weld material.

To assess this issue the NRC staff review the structures in which the D Class material was used and requested the licensee to provide the quality assurance documentation for welds in several of the structural components considered to have the greatest safety significance. These components were the containment spray system pipe supports (seismic clips), crane girders, and equipment hatch handling device. Quality assurance (QA) documentation including items such as welding procedures, welder identification and qualifications, weld rod

2 identification, and weld inspection results were requested for certain welds in these components. This quality assurance information is required for welds in safety relatei structures. As of May 31, 1984 LP&L was unable to produce the records rreuested by the NRC staff. The inability to produce the appropriate quality assurance records makes the quality of the subject safety related structures underterminable and the i;RC staff has concluded that additional 1ctions as described below should be taken by LP&L to resolve this issue.

f

' Potential Violations: The inability to produce quality assurance records for

' welds in safety related structures constitutes a violation of Criterion XVII, i

" Quality Assurance Records" of Appendix B.

Criterion XVII requires that sufficient records be maintained to furnish evidence of activities affecting fquality. Furthermore, the possibility exists that because of the erroneous classification of materials in safety related structures as Class D the required quality assurance activities were not performed and the required quality

, assurance records neven generated. Thus, there are putentially violations of Criterion VIII, " Identification and Control of Materials, Parts, and Components;"

Criterion IX, " Control of Special Processes," and Criterion X, " Inspection."

f Criteria VIII and IX require identification and control of materials and i identi'ication and control of welding and inspection processes and personnel, f

respectively. Criterion X requires establishment and execution of an nspection program.

Actions Required:

In the event that the' licensee cannot produce for NRC review the required quality assurance documentation related to welding of Class D materials inside containment, he shall develop and implement a program to assure that the subject safety related structural components have adequate quality so as not to adversely affect their structural integrity and safety related functions. This program shall be submitted to NRC for review prior to its implementation. The program should include a review of the structures in which Class D material was used and identification of those that are safety related.

Actions taken by the licensee to resolve the issue may include but are not limited to the following.

1 I

1

3-o Demonstration that quality assurance requirements were met through the review of supplier, contractor, and/or other records.

o Demonstration that the structural component of concern does not have a significant safety function and hance that quality assurance records are not necessary, o

Appropriate nondestructive inspection and/or evaluations of subject structural welds.

o Rewelding of critical components.in accordance with approved quality assurance and quality control procedures.

The results of the licensee's program shall be submitted to NRC and the NRC staff review the results to ensure that this issue has been satisfactorily resolved prior to initial criticality.

References 1.

Assessment of Allegation A-258 2.

Nonconformance Report 6224 issued May 13, 1983 Statement Prepared By:

J. Strosnider Date Reviewed By:

Team Leader Date Reviewed By:

SiteTeamLeader(s)

Date Approved By:

Task Management Date Q

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6. CHICAGO BRIDGE & IRON CO.

coavesvisas, PA'19320 g' MR. S. E. WIGGIN, BUYER TEST CERTIRCATE P.O. B0x 277 auti onote Ho. customee r.o. BIRMINGHAM, ALA. 35202 70380-3 2426 SHEET 61 BL 101376 VS CHICAGO BRIDGE & IRON CO. 4/1 BOYLES, ALA. 35202 m=_=- - % CBSI MS-647 REV. O SA-516 GR. 70 ASME CODE SECT. II & III SUB NE 1971 EDITION THRU SUMMER 1971 ADDENDA N-1160 8/4/78 send TEST O.K. HomooeNein Test C H E M I C.A L A N A L Y S 15 MELT NO. C MN P/ 5 / Cu Se / No Ca Mo V Ti At B GRAIN b14t r4248 24 9 02 8 7 / \\ P H Y S I C A L 74 0 P E R T I E S 30*Y. ET NO. 7 ~,{ ',7 % eA W A A CE: DESCRIPTlON LV l f-j j /y / %S 27l / C6248 3B 60 7, 827f l ._/ 1 1/4" x 72 x 125 636 / 833 27 / 4 l5 l4 r 40-40-40 LATEI;ALEX#ANSIOhIN IrlCHES .054!.[l.046 PLATE AND TEST Hf'ATED ld 75 l 'E l.D 1/W H MIN. AT

QUENCHED,

'EMPERI:D 1260 F. M 1/2 HR, PER NCH MfN. ANC WATER QUENCHEEW l j TESTS ST ISRE4 BY HEATING HITHIN A' RATE OF . IPER HFY TO ll50aF. liELD 19 AND FURNACE COOLED WITilIN 1% ATE 04 222*f'. PER HR. TO 6000F. l l REVIE1VED jBY / Y-h %=k ?.26.. - c.unsco-VQA REP. in-We hereby certify the above information is correct. -,n, SUPPLEMENTAL

SUMMARY

SHEET FOR MATERIAL VERIFICATION CONTRACT NO.

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PIECE MARK SERIAL NO.

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[ N LUKENS, STEEL COMPANY I

12-15-75 ntt 9o1540-02-04

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- 6, CHICAGO BRIDGE & IRON CO.

BIRMINGHAM, ALA.

.35202

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TEST CERTIFICATE M f!O BRIDGE & IRON CO.

wtt onces No.

cusionwa r.o.

BOYLES, ALA.

35202 67953-1 2426 SHEET 51 MP.121175 DM 1/6 wm CBI MS-647 REV. O QAS 301 REV.. 1 SA-516 GR. 70 ASME CODE SECT. 2& 3 SUB NE 1971 EDITION THRU SUMMER 1971 ADDENDA N-ll60 8/4/78 SEND its?

O.K.

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CHEMICAL ANALYSIS MELT NO.

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PLATE AND T ESTJ-440RM. 162 V675 F HELI) 1/2' PCR INCEt MIN.

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AND AIR COOLED.

XLENGTH RlEFERREI)

CEPTIED BY CUSTOMliR.

R EVIE'VED BY

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We hereby certify the above information is correct.

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METAL MATERIAL VERIFICATION

SUMMARY

SHEET Contract No.

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METAL OAILY FAN A y

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(AttER, StrilAL Ale NO.

PLANT 8/12/74 160-3270 SCL 133329 SPAEROWS POINE F

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OK" QAS 321 AStB SA516 GR 70 FVQ WE CERTIFE THAT THE RsdumEMTFS OF l'IE SP [CIFIC&T@MI, NUMER I SIDJN MitEON WWEllEEN 1ET AS}E SECT 3 CD25-7737 NORMALIZED 1C QUAID EW TEST C LAIN BIZE 7-8 Bore IEAT3 PIATES AND TEST PIECBS NRHALIZED AT 1650*P AND IEL5 FOR 1/2 BOUR PER DOCR LY inu.ama.IS" TVA CONT #73C61-75320

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L0tCITUDIIIAL CHARPI Y NOECH IWACT TESTS GP 20 FT LB AT HINDB3#P PER NB23%

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LISTED OPRTS, LISTED DATA INSPTS & EXAMINS REVIEWED & FOUND NO*

OPE RATIONS, INSPECTIONS, EXAMINATIONS &

ICA8LE S D REQRMTS D

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^'L gECORDS CAR RIED OUT THE CODE PROJ ELO&QA UPR AUTH. lNSPECTOR INITIALS DATE INITI ALS DATE 17 Assure applicable infonnation as required on the Record Drawings is completed F ce 18 ffW

//.rl-D for each Category A, B, C, or D joint and for p, C. 8/

75 4

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'#1lT7 each butt weld of pressure retaining pieces.

18 Record the final location of all F, w g, 5 pressure retaining material by a serialization or Doc # /

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Use authorized welding procedure

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P.LESENTED TD AUTHOZlZED INSPECTCO FOQ CEVIEW

-1) MT examin] carbon stal with MT

.o eErr:E USE pea NA-sen yoke' In areas inaccessible to MT DETAIL CHECK LIST ff, qq j,;4 - 7 4

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2) Jobsite QA enter ID and Rev. of PROCEDURE REPAIR OPERTR

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SEE NON LISTED OPERTS SPOT-WITNESSED PROCEDURE IDENTIF1 d CONFO N 1D INSPTS & EXAMlNS OF WERE PERFORMED.

LISTED OPERTS CATION OF OPERATION Z

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LIST gag NO.

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yoke.

In areas inaccessible to MT DETAIL CHECK LIST

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ANCE OF WERE PERFORMED.

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> gg NDE RESULTS EVALUATED INSPECTIONS &

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TION TO BE COMPLETED NO.

INITI ALS DATE INITI ALS DATE MT(o. PT) The. Aune e

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MAGNETIC PARTICLE EXAMINATION REPORT Report or m.

Contract Sequence C

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C~ - Shop C Field S Number 1I ' M 2 lo Number

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sSTCTAER 6N70RMATION N ocT eca C-c,nk cS n ate ett

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BRAND SPACING

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7f-OPERATOR LEVEL DATE I

All indications have been evaluated in terms of applicable acceptable standards.

Item is: Acceptable S

Relevant non conforming indications have been noted on above sketch and ha Unacceptable O g

$* - 2o ~/7 been rep;rted to the Ouality Assurance supervisor, u>

EVALUATOM LEVEL DATE Relev:nt, non conforming Indications, other than shown in above sketch, have been remIved in accordance with approved procedure GRP Rev Para the area re examined, and found to be acceptable.

OA SUPE RVISOR DATE Examination and evaluations have been performed to my satisfaction.

. Witnessed and accepted by:

Witnessed by:

FOREMAN CUSTOMER AUTHORIZED INSPECTOW

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NUCLEAR l

@:0 MAGNETIC PARTICLE EXAMINATION REPORT Report or Contract Sequence

! Location A

Shop C Field 3 Number ~//* IU0 N umt...

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'0USTOMER INFORMATION ll[ EAA A)fA/A/ Alfa l ~

[$$5 CESCalPTION & STAGE OF 0 OUTSIDE

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The initial examination covered by this report has been performed in acentdance with applicable procedure

LEVEL DATE OPE R ATO R

All inrications have been evaluated in terms of applicable acceptable standards.

Item is: Acceptable p R: levant non conforming indications have been noted on above sketch and have Unacceptable O been reported to the Quality Assurance supervisor.

MMg, F

  1. Jd;P 'lllP EVALUATOR LEVEL DATE Relevant, non conforming indications, other than shown in above sketch, have been removed in accordance with approved procedute GRP Rev Pare

] the area re examined, and found to be acceptable.

QA SUPERVISOR DATE Eramination and evaluations have been performed to my satisfaction.

Witnessed and accepted by Witnessed by:

FOREMAN CUSTOME R AUTHORIZE D INSPECTOd

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I Loussimma P O W E R & L I G H T! p,4, c< moo ~ce.1.E.1 o eox 6000. NEW OHLEANS. LOUISIANA 70174. (504) 366 2345

$u$$ sysM June 12, 1984 W3B84-0437 Q-3-A35.02.01.02 Mr. Jack Strosnider NL-5650 Materials Engineering Branch, USNRC Nicholson Lane Building 5650 Nicholson Lane Rockville, Maryland 20852 Dear Mr. Strosnider Attached is the information you requested on May 25 during your review of the Waterford SES Unit 3 records for Chicago Bridge and Iron.

Please advise if there are any additional questions concerning these records by contacting Mr. R. Ilartnett at 504 467-2791 ext. 325.

Very truly yours, j 1 D. E. Dobson Project Manager - Nuclear Attachment ccr without attachment L. Constable T. F. Cerrets L. L. Bass Nucicar Records Project Files

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NUCLEAR Divls:0N: 4 CONSTRUCTION QUALITY ASSURANCE MANUAL see.

7_.0 Process Control FOR n., No.

6_ _ Oste _4 7 5 ASME SECTION lli PRODUCTS Page:

8 of.

18 7.5. 7 (1)

(continued)

(e)

Category I Repairs per 14.4.4.1 (excluding repairs to radiographed seams) will be documented on the

')

h>

" Repair Check List" GO 1002 (App. A, page 24) per 7.5.10.

(f)

Repairs to radiographed seams are documented as follows:

N 1)

The location and identification of unacceptable defects are~,on the original radiograph, on the interim report per (b) above and later, on form GO 827 or GO 629.

2)

The repair welding procedure specification, enecking of repair welding, repair procedure reference and signoff for examination of the repair cavity shall be documented by a second entry on the applicable Record Drawing.

3)

The repair welder ID is shown on the repair radiograph and form GO 827 or GO 629.

4)

The results of the re-examination are shown on the repair radiograph, on the interim report per (b) above and later on form GO 827 or GO 629.

5)

The ID of the radiographer (s) who made the re-pair radiograph is shown on form GO 827 or GO 629.

6)

CBI evaluation and acceptance of the re-examina-tion is shown on the interim report per (b) above, later on form GO 827 or GO 629 and for the com-plete joint on the applicable Record Drawing.

7)

Authorized Inspector signoffs for any repairs that he has witnessed are shown on the appli-cable Record Drawings.

8)

Authorized Inspector signoff for review of re-examination radiographs is on form GO.827 or

}

Go 629.

2.

For attachment wolds:

(a)

MT and PT examinations will be documented by groups on Detail Check List GE 682 (7.5.4)

(App A, page 28) (see 7.5.8.1 for required j

control of individual examinations) and reports in accordance with para. 9.5.

oo ses arv Nov ts

NUCLEAR DIVISION:.4_.CQNSTRtJCJJON QUALITY ASSURANCE MANUAL section 7.0.Proca:L._ con k rn i

.p' FOR new No. (.

o... 4-3-75 ACME-SECTION Ill PRODUCTS Pg.-

9 or la 7.5.7 (continued)

(b)

Welding process check points (fitup, welding, welding procedure and finished joint) will be covered by an overall signoff on the Master Check List GE 681 (7.5.2) (App A, page 27).

.(c)

Identification of welders of permanent attach-ments shall be shown on the Detail Check List or the record drawing (7.5. 7 (1) (a) ), as agreed upon by Engineering and Construction QA.

Sp_ecific identification is required on Class 1, 2, 3 and CS; group identification is acceptable on Class MC. The list of welders will include the identification of those who welded temporary attachments.(8.4.2).

3.

PWHT and Final Overload Test will be documented on Special Check Lists GE 684 (7.5.6) (App A, page 30) and will include CBI hold points.

4.

Other Examinations, Check Points, etc.,

(such as plate cleanup, dimensional checks) not directly

Sqg identified (see 2) and not involving PWHT or final (9fy overload test (see 3) will be documented by groups on Detail Check Lists GE 682 (7.5.4) (App A, page 28).

5.

The initials of the Project Welding & QA Super-visor on lines of the Detail Check Lists and Special Check Lists indicate his acceptance of completed operations.

(

7.5.8 Temporary Records:

Jobsite QA may use any of the following for collecting data or for assuring completeness of examinations:

(a)

Marking on the shell surface per 7.5.8.2.

(b). Marking on drawings or sketches.

(c)

Marking on tabular type records, which describe the location of items.

Paper aides must be clearly marked " Working Copy".

They

~

need be retained only until the data thereon has been signed off or has been transferred to the Official Record Drawings, Check List or other reports (see 7.5.7.1(b) ).

t-ao. aav e.ov n

D oO 164 0.CEV 1I 70 t

J ioenrinic4rio N WPAT 71-2426' TIT'E WELDING PROCEDURE APPLICATION TABLE TAFT, LOUISIANA

'aos No. 3 o,

8 eaoouc NUCLEAR CONTAINMENT VESSEL anv ao-13 customan EBASCO SERVICES FOR L.

P& L By. RS11 oars. 4/22j,qq Numerical Code:

1 = No Preheat, No PWHT 2 = Preheat. No PWHT 3 = No Preheat, with PWHT 4 = Preheat, with PWHT 5 = With Back Up Bar WELDING PROCEDURE APPLICATION TABLE JOINT WPS MAT'L WELDING FILLER CODE LOCATION NO.

P.

NO.

PROCESS METAL NO.

Burner WPS IIIB 6201 SA-516-70 SMA INCO 182 1

'.'/ -

Cu tou t p-l

'd To Bottem Head Burner WPS IIIB 6201 SA-516-70 SMA INCO 182 1

Cutout p-l To Shell Equipment WPS E7018 SA-516-70 SMA E 7018 4

Hatch P-1 Together Permanent WPS E7018 SA-516-70 SMA E70f8 4

Attachments or other P-1 (Including Crane Girders)

Material P-1 Stainless Steel WPS IIIB 8103 SA 312 Type SMA E309 1

Pipe to Top 304 to SA516-Head 70

>ia Stainless Steel WPS E309A A240 Type 304 (P-8)

E309 2

Clips to to A516-70 (P-1) SMA Shell Stainless Steel WPS E308L A240 Type 304 SMA E308L 1

Clips P-8 Together

"N " 2 METAL MATERI AL VERIFICATION

SUMMARY

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BETHLEHEM STEEL CORPORATION MEIAttp GICAL DEPARTMENT D111 SHIPPED SMFMtNI NO.

CAanl(as 541TIA& AND NO.

20ars (a a s_ rop 8/12/74 160-3270 SCL 133329 SPAEROWS POINT F

(o CHICAGO BRIDGE AND IRON COMPANY

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LUKENS. STEEL COMPANY 3

PURCHASER, 12-15-75 meHol540-02'04 6

CHICAGO BRIDGE & IRON CO.

3 coAtesvuis.PA.tesse BIRMINGHAM, ALA.

35202

(

TEST CERTIFICATE l E 80 BRIDGE & IRON CO.

mu onoEn NO.

CUSTOMER P.o.

BOYLES, ALA.

35202 67953-1 2426 SHEET 51 MP.121175 DM 1/6

=.

a,.am CBI MS-647 REV. 0 QAS 301 REV.. 1 SA-516 GR. 70 ASME CODE SECT. 2 S 3 SUB NE 1971 EDITION THRU SUMMER 1971 ADDENDA N-ll60 8/4/78 SEND TEST O.K.

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PURCHASER, LUKENS STEECCOMPANY i

10-14-76 ru wol540-02-04 o,re,

6. CHICAGO BRIDGE & IRON CO.

f coatssviita, pa'iesso c

TEST CERTIFICATE MR.

S.

E.

WIGGIN, BUYER P.O. 80x 277 m onoen No.

cusrown r.o.

BIRMINGHAM, ALA.

35202 70380-3 2426 SHEET 61 BL 101376 vS CHICAGO BRIDGE C IRON CO.

4/1 BOYLES, ALA.

35202

- = =,. = =

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CBs1 Ms-647 REV. O SA-516 GR. 70 ASME CODE SECT. II & III SUB NE 1971 EDITION THRU SUMMER 1971 ADDENDA N-1160 8/4/78 aEND TEST O. K.

HommENEITY TEST CHEMICAL A N A LY SIS MELT NO.

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PURCHASE ORDER CHICAGO BRIOGE & IRON COMPANY almMcNGMAM PMQNE PURCHASE ORDER NO. anUST APPEAR ON ALL isoO monTM soTu starrr INV0lCES, PACKAGE $ AND SHIPPING PAPER $

uoas ses.tiet PWRCHASE ORDER N O.

ElRMINGM AM. ALAE AM A 3820t O.DATE

~ o ^ *=,h 2426 Sheet: 44 wi y e j

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SH EET NO.

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7

$l,ip,o above address unless noted below:

,p aC 2119 Ingalls Iron Works Boyles, Alabean CB P. o. Ibx 2527 cOttECT Bimingham, Alabama 35202 R*"'ias:

IAN Delivery g

,,,,,,, g SPECIFICATION $t.

MILL:

NO. SHIPPING NOTICES:

3 NO. TEST REPORTS:

2 NO. MONEY INVOICES:

2 O*$

NO. BILLS OF LADINGr 1

VENDOR ORDER NO.

INSPECTION BY ALA. TAX:

SPECIAL INSTRUCTION 5; MILL UNLES3 EXEMPT OTHERw15E NOTED APPLIES C

-.,-.l A.-. w SCHEDULED ROLLING: SHIPPING PROMISE: CONFIRMING O

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ATTACIDIENT # 4 NCR-W3-6224 CLA55 "D" MATERIALS PAGE 4 0F 9 CB&I DWG.#

MARK #

STATUS BASED ON CB&I RESPONSE RDIARKS 71-24 7J. - 34 h ee o c r 6:d > .

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ATTACHMENT #4 NCR W3-6224 Based on Chicago Bridge & Iron Company's (CB&I) response dated 7-5-83 (Attachment #5), the table below summarizes the findings on the original CB&I Class D materials. supplied. The following is the note legend for this table:

NOTE 1 CB&I provided Material Test R,eports'or Certificates of Compliance.

See Attachment 5.

NOTE 2 CB&I can not trace physical / mechanical properties through Purchase Orders.

NOTE 3 Although actual records do not uniquely tie these pieces to particular stock materials, CB&I shop had available remaining material from these purchases for fabrication at that time. See Attachment 5.

NOTE 4 Material originally identified to the supplier by the Supplemental Summary Sheet for Material Verification.

NOTE 5 Temporary material, therefore no material traceability required.

NOTE 6 Seismic Class 1 as defined by Attachment #3 doesn't include miscellaneous hardware. Therefore, miscellaneous hardware doesn't require material traceability.

ESSE engineering wM l be required to evaluate the acceptability of those materials so noted in the tables.

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Coni,.c no.

00 SD V DEC 14

v.y, 'cl IA; 9-8-75 nte No1540-02-0!i u

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LUKENS STEEL COMPANY out.

coansvate. pa. mse consioner, ruecnAsen,

6. CHICAGO BRIDGE C IRON CO.

CHICAGO BRIDGE & IRON CO.

~

TEST CERTIRCATE BOYLES, ALA. 35202 s

BIRMINGHAM, ALA. 35202 custoute e.o.

~

u m cente no.

68063-1 2426 SHEET 55 DP 9375 dW 1/10 TH1$ MAfttlA(H/.S OttN MANUF ACTUAfD ANO ft1TED IN ACCOROANCE WiTM PueCHA$f otD O $

CBI HS-647 RCV. O QAS 301 REV.

1971 ADDEHDA SHEET 1 OF 2 O.K.

Ho.oceNeitv ns, u no res, __

CHEMICAL A N A L Y S 15 GRAIN SIZE MELT NO.

C MN r

S Cu Ss No.

Ce Mo V

Te At B

f

- 8 007' 023 2f'

.r9931 23 1

i i

f P H Y S I C A l, P R O KE'R T I E S D 6 5C RIPT1ON

% e.A.

SHN LV F.

CE MELT NO.

"of 8

g 1-1" x 106-1/2 x 328-1/2 2!

[

0-51 [

78 LATE tAL EXI AdOF IN I NCHES C5931 2B

.022 i.020 t.020 b[d i

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50-5 1-

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l Xf g[n $w

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We hereby certify the above information is correct.

f

LUKENS STEEL COMPANY

oire, 9-12-75 FRE NC'L540-02-O 4

' 65 CHICAGO BRIDGE & IRON CO.,

coatasvuta, PA.19330 MR.

S.E. WIGGIN, BUYER

/

TEST CERTIFICATE CHICAGO BRIDGE & IRON CO.

,~'!.kl wu Onoen NO.

CUsTOeneR P.O.

BOYLES, ALA.

35202 68063-1 2426 SHEET E5 DP 9475 DM j

e i

i-5/29 nas suimnaa ma seen - _.

me usino se acconoma wm. ruscase wee seauseamas me immcano w CBI MS-647 REV. O QAS 301 REV. 1 SA-516 GR. 70 ASME CODE SECT. 2& 3 SUB NE 1971 EDITION THRU j

SUMMER 1971 ADDENDA l

seMo Test O.K.

HoanOceNeity test SHEET ll OF 2 CHEMICAL ANALYSl5 MELT NO.

C MN P

5 Cu 5

Ni Ca Mo V

Ti At B

GRAIN 514 t;

."931 23 7 1.14 '007 '

025-23 e

~7-8 PHYS 1 CAL P J.O P E R T 1 E 5 MRT NO.

7

[

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% RA SHN gg; DESCR1PTION Ly o

i

% SHEAR C5931 8A 51 V 7787 27/

4d)- 8~ i[

40-kr:TO 1-1" x 89 x 287

.044{.046l.043

(/[rI LATERAL ExPANSIG IN INCHES 48 504' 788 2V 2r !PA ! Y 20-20<2D 1-1" x 106-1/2 x 328-1/2 l

LATERAL ExPANSIO VIN IECHES

-+

.019 I.017 l.020 1A 498 775' 26-6r

!T 50-5 M 0 1-LATERAL ExPANSI INI$CHES

.056,.055 :.054 16_

492-786-27 25'I 23 l 23' 20-2tr:20 1-i REV EC B

j p,j d1j,Y 019. 019 :.022 x

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l l

, $Y EBAS 20 VQA R EP.

l We hereby certify tlw above information is correct.

-,n.

t

LUKENS STEEL COMPANY MASER.

o4re, 9-12-75 "L'HoL540-02-04 63 CHICAGO BRIDGE & IRON CO.

coatesvists.PA.19320 MR. S.E. WIGGIN, BUYER TEST CERTlHCATE CHICAGO BRIDGE E IRON CO.

s mit oncen No.

customen P.o.

BOYLES, ALA.

35202 I

68063-1 2426 SHEET 55 5/30 l

==

m,.w.cium.

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NomooeNelTY Te5T SHEET 82 OF 2 CHEMICAL ANALYSi$

MELT NO.

C MN P

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{

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7 3

",,7

% RA sHN D E S C RIP TlO N LV -

P A

CI:

C5931 IB 497 ! 79[ 20 /

5 6C 5-1-1" x 106-1/2 x 328-1/2

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LATERAL Exl'ANSIOMACHES

.057I;064j.050 h

/

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SE 5FI Sr 40-4g-40 1-la x 89 x 287 LATERAL Exl'ANSIOlli IN If!ICHES l

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l l

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PLATES ANI) TEST:s NORM,.1625M6f 5 I:., HEl.D 1/2HRP(ER IN(H MIN. AND AIR COOLED."

REVIE l

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l l

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j We hereby certify the above information is correct.

f... 'Q,g9'y*,'~t);.. j M/

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NUCLEAR RECORD INDEX DESCRIPTION TEST REPORTS Number of Pages Ref:

Heat-Slab Number 185 19 A4493-3, C5931-11, C5931-12, C5931-15 C5931-17B, C5970-7A, C5970-7B, C5970-9A C5970-9B, C5970-10B, C5970-llA, C5931-17A C5970-8A, C5970-8B, C5970-10A 186 3

802P67440 T12109-1 '

187 3

802T71440 T12380-1, 802T71440 T220146 188 2

C6248-3B 189 2

D1752-6 190 2

C6522-5C

[h 191 2

C6482-3 le @S 192 2

C6682-9B

. t i.. $[M N

193 2

412A1741 A4752 F7S9p' 194 1

411A2541 A49362, 412A3451 A45540 195 3

80lX22879 A10165-1 196 2

802X82966 A30759-1, 802A55209 A10147-1 197 3

821A07640 A30795-1, 801W10670 A10164-1 801A04520 A10175-1, 802X69860 A10146-1 198 1

68321-P76451 199 1

67E024-9585A.

67E024-9585B 200 2

80441-P36025 201 3

80lH04279 H26418-1 202 3

69E807-275192A 203 1

T82807-8W1 204 1

C5469-5B 205 2

80lT21450 W30329-1 206 3

802J06100 J30867-1, 802J08820 J30777-1 COPIES of documents covered by this index are certified to be true copies l

BPM Office Code 8-/f-7 7 Date 4,t 5,2

  • 1 2

gs, <~2d/v Classification l

Signature 71-2426 5

/

Contract Number GO!!$2 JAN75 k

T' LUKENS STEEL COMPANY

one, 9-18-75 FitE NO15 4 0-02-0 4'

,Ij runc u sen.

6.~ CHICAGO BRIDGE & IRON CO.

,' (

2 J cm. syms PA ntsse c

MR.

S.E. WIGGIN, BUYER

/

TEST C.ERTIRCATE CHICAGO BRIDGE & IRON CO.

\\

i P.O.

BOX 277 autt oRDet NO.

CUP N RPh BOYLES, ALA.

35202 BIRMINGHAM ALA.

35202 68063-1 2426 ' SHEEP 55 DP 91275 DM l

4/11

-<=.

- xa.-. - -- o

-. - mmm%

CBI MS-647 REV. O QAS 301 REV. 1 SA-516 GR.'70 ASME CODE SECT. 2 & 3 SUB NE 1971 EDITION THRU SUMMER 1971 ADDENDA eEND TEST O.K.

HOA400ENEITY TEST SHEET I1 OF 4 CHEMICAL A N A LY SIS MELT NO.

C MN P

5 Cu Sa Na CR Mo V

Te At A

GRAIN b l it;

. '493 2

95' 005'

01V, 2V 7-8" 2931 23'
1. lb 007' 025' 23' 7 cd970 22 97, 009-021 -

2 0

7-8 PHYSICAL P EO P E R T I E S MELT NO.

gfa

,(

',,7

% RA eHN gi; DESCRIPTION ty _

o A4493 3

47 V 781' 2k d!

n 50-1-1" x 106-1/2 x 328-1/2 LATERAL EXPANSION IN NCHES

.052l 3j.049

/

931 11 517' 782' 25 '

d 60'! 60 50-50f'd 1-5

[

LATERAL EXPANSIOhIN INCHES l

.057 !.05fl.054

-[

12 501 '

779 2 5"

S[! 51

! 50' 40-4 d 0 1-LATERAL EXPANSION IN IkCHES

.047l.0Wl.047

/

e

[ [.

4B j 46 ~

40440 1-15 516-779 28 /

[,]'7[ {

00 y

.iasta..

/87 EBAS00 VQA REP.

l

,~/fIj!'e'af,/f'>ryg s

We hereby certify the above information is correct.

e

,0.

LUKENS STEEL COMPANY 63 CHICAG3 BRIDGE C IRON CO.

, CoAmviais,PA. hens MR.

S.E. WIGGIN, BUYER TEST CERTIFICATE

' E GO BRIDGE C C

IRON CO.

i

= seen N.

customen e o.

BOYLES, ALA.

35202 I

68063-1 2426 SHEET 55 4/12 3

-===

.cw.m.

.._ - wm. n.c ae o u --,

mcmc row SAME seNo usi 0.K.

HomooeNein Msf SHEET 52 OF 4 CHEMICAL ANALYSIS MELT NO.

C MN P

S Cu Se No Ca Mo V

Te At a

~

i

\\

r PHYSICAL P R,O P E R T I E S MRT NO.

7

',,7 j % RA BHN LV PPE CI:

DESCRIPTION C5931 17B 495 776 27/

[

50-1-1" x 106-1/2 X 328-1/2 LATERAL EXPANSIOk NCHES

.048'.049j.052 (b

970 7A 477' 757' 28 /

C!

Str - '50-Se46' 1-la X 89 x 287 LATERAL EXPANSIOM IN I$CHES

.054j.DWj.049 7B 482 / 74 V 25 /

W5 57 !48*

40-kW WO 1-(h[

I PANSION IN IACH [ES LATERAL EX

.0M'j.046;.0 42 0- 40 M 9A 492 745 26 5

1-LATERA EFANSION W h HES REVIEW'E0 BY

),;, fff'n.& ra '

'000 'YbNI l*03I t

([f/fM.

/gg j EBAsco VQA R EP.

We hereby certify the above information is correct.

C

.C>

o.

LUKENS STEEL COMPANY oc 10-21-75 rue =1540-02-04 62 CHICAGO CRIDGE & IRON CO.

coAtesvuas.ra.nesse c

BIRMINGHAM, ALA.

35202 TEST CERTIFICATE CHICAdO BRIDGE & IRON CO.

s

{<

mat oneen NO.

CusTOWR r.O.

BOYLES, ALA.

35202 g7, v,g 68063-1 2426 SHEET 55 MP 10975 DM D

2' (,

2/2 j

CBI HS-647 REV. O QAS 301 REV. 1 SA-516 GR. 70 ASME CODE SECT. 2 & 3 SUB NE 1971 EDITION THRU SUMMER 1971 ADDENDA N-1160 8/4/78 se e rest O.K.

nomooewm rest SHEET I1 OF 2 CHEMICAL A N A L Y S 15 MELT NO.

C _

MN P

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bKNIN 514t i

es970 22 97' 00Vl. 021' 20 /

7-F' 328 23',-

93 'V 005{

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7 ~

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C5931 23' C5771 24 1.05' 002 016 '

2 5.. -

7-F t

1 P H Y S I C A L J R O P E R T I E1. __.__ _

LV<30$I f

MELT NO.

7 d7

% RA SHN A

A CI; DESCRIPTION C5970 18c 468 746 27 3

3V 39/3

' 1-1" x 89 x 287 LATERAL EXi' ANS I IACHES

.034 '.035 :.034

[

llB 451 743

25 4

0 38 ' 3

}D 1-LATERnL EXI*A S t IN INCHES l

7

.03 1.037 l.036 D1828 8A 468 736 28 ft8 5'

58' 50-J-

LATERnL EXi'ANS

  • IN IriiCHES

.05 l.050 l.045

/

fi d 6 7 '. #

5,0do-50 C5931 14 519-779 25 1-la x 106-1/2 x 328-1/2 LATERAL EXi'ANS IOlli IACHES RE EWED BY

.053 '

54 !.052

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I63 z&/D -...

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d /O*c E 3ASCO VO A r7m

\\m We hereby certify the obove information is correct.

I LUKENS STEEL COMPANY 1

10-21-75 me wo1540-02,,

63. CHICAGO BRIDGE & IRON CO.-

coatesviisa.ra.nesse BIRMINGHAM, ALA.

35202 TEST CERTIFICATE STE/G'OBRIDGECIRONCO.-

g mu onoen NO.

CU5TOWR eO.

BOYLES, ALA.

35202 68063-1 2426 SHEET 55 4/37 i

==

is xco ca a=mse cm - -

= cum %

SAME sewo rest O.K.

womOoeweny rest SHEET 82 OF 2 CHEMICAL ANALYSIS A4ELT NO.

C A4N P

5 Cu Se Na Ce A40 V

h At R

l l

P H Y S I C A L Md P E R T I E S _ _. __

,, a e t aw acts r nm. I un c j

A4ELT NO.

7 g

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',,[

%h SHN LV -30*Ff-APPEARANCI:

DE5CRIPTION c5771 68 496 801 25 5

50-1-1" x 106-1/2 x 328-1/2 LATERnL EXPANSIOlli INJflCHES

-~'

.043 3.0 % :.047 i

[b I

i f

\\

/.. l PLATES AND TEST 3 NORM, 1625J 1675*P., HEl.D 1/2 HR. fER IN(HMIN' REVIEVyED BY AND AIR COOLED.

e i

g Ag REVIEV/ED BY l

l

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EBASCO VQA RcP.

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We hereby certify the above informat;on is correct.

c/[M.

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MMCHASER:.

( 7

LUKENS STEEL COMPANY-

//]

pu.

11-3-75

" "1540-02-04

@ )Y TEST CERTim'"TE 63 CHICACO CRIDGE & IRON CD.

CONSO GEs

/

MR. S.E. WIGGIN, BUYER CHICAGO BRIDGE E IRON CO.,

\\

P.O.

BOX 277

" 0"

  • C""""

BOYLES, ALA.

35202 BIRMINGHAM, ALA.

35202 68063-1 2426 SHEET 55 MP 102975 DM 1/26 l

CBI MS-647 REV. O QAS-301 REV. 1 SA-516 GR. 70 ASME CODE SECT. 2 & 3 SUB NE 1971 cDITION THRU SUMMER 1971 ADDENDA N-1160 8/4/78 send ust O.K.

N Test CHEMICAL ANALY$l$

MELT NO.

C MN P

5 Cu Se Ne Ca Mo V

Te At a

go n_ r u c r rs-l

.'~931 23/ 1.12V 00 V 02V 23 7 48 PHYSICAL PROPERTIES 7WG FRACTURE stAa.

~T T

,gg DESCR1PTION

    • 8
  • LV -300F_

AP PF AD ant's:

NO.

sies sies

  1. l36' C5931 4A 500/f84 /

2-d 1-1" x 106-1/2 x 228-1/g 26" LATERAL EXPANSIOS I IQlCHES

.027,. 27

.026 l

l 1

bh i

e PLATE AND TESTS )4dRM. 1625- #[5 F HELD 1/2 HR.

NC HIN.

AND AIR COOLED /

l

  1. (REVIEV)fE D BY l
.8 Bad 4" l

Hf.c'!/h.

j Esyco VOA REP.

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We hereby certify the obove information is correct.

- ;,4

7/(

LUKENS STEEL COMPANY m,

11-12-75 ru m1540-02,

6 CHICAGO BRIDGE & IRON CO.

DQ [])

3 Coatesvius,PA.193M BIRMINGHAM, ALA.

35202 6'

TEST CERTIFICATE EM'O BRIDGE & IRON CO.

mu onoen m customen P.o.

BOYLES, ALA.

35202 68063-1 2426 SHEET 55 DP 11775 DM 3/25

==.<---.o-~-

-m%

CBI MS-647 REV. 0 QAS-301 REV. 1 SA-516 GR. 70 ASME CODE SECT. 2 & 3 SUB NE 1971 EDITION THRU SUMMER 1971 ADDENDA N-1160 8/4/78 send Tesi O.K.

HomoeNeny Tesi CHEMICAL A N A L Y S 15 Se Ni Ce Mo V

Te At B

UKAlii Si2-MELT NO.

C MN P

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[,,7 MELT NO.

% aA W94 D E S C RIP TIO N C5771 6c 473' 7986' 27 d W!(

40 M o 1-1" x 105-1/2" x 328-1/2 i

J$CHES I

'ANSIO$ IN(0 LATERnL EXi

.038 1,c

.042 f

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8 i

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PLATE AND TESTS flORM. 162 MTIiS*F HELO 1/2 HR. PfR INCH MIN.

t j

AND AIR COOLED.

rWIDTH RE{ ERRED AU/ ACCEPTED BY CUSTOMElt.

REV D BY

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n We N Coffify tIse Obove information IS Correct.

m mm

MASM CHECK LIST For CONtiol and Certification

~

i DESCJ IPTION CBS AUTH. INSPT R.

LISTED OPRTS, LISTED DATA BNSPTS & EXAMINS REVIEWED & FOUND t

g*

OPE RATIONS, INSPECTIONS, EXAMIN ATIONS &

IO#8 DREQRM S O CE WITH REQUIREMENTS TO mE COMPLETED

,0E A

I DOUT THECOM

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KCORDS AuTH. INSPECTOR PR E

SQA R

INITI ALS DATE INITI ALS DATE 11 Inspect all welding material g,l9

7pje, ff_/7-Z $

Ph1h1 received for shipping damage and proper identi-Tfu>

f/_t ;_r]

fication. Obtain authorization with Test Reports from the Construction Welding and Q.A. Manager

~ '

or his delegate.

12 Advise AI of disposition of any

&/g pzg_

g/./7 ry (A "lrf/11 I

rejected materials.

Tf'n>

ll-;7-71

/

13 Record the following information g ff n g j-for each welder (including welders of attachments) g g,

og and for supervisory weldlng personnel assigned to.

9g this contract: Name, ID, and process in which qualified and Electrode F nuird.er. Verify that these welders are qualified on the dates that the

.,,,gh weldina processes are used.

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DATE t-2M h 4tf~b cessa REv a 74

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MASQ'3 CHECK LIST

{

For Cdolrol and Cartification OESC; tPTION CSI AUTH. WSPTR.

uSTED oPRTS.

usTro OAT A sNSPTS & EXAMsNS REV.EWED & FOUND I

g, OPE RATIONS. INSPECTIONS. EXAMINATIONS &

COMPS.TD & ACOPTD.

TO DE IN ACCOR-USTED REQRMTS DANCE WITH REQUIREMENTS TO.E COMPS.ETED ET I RECORDS CAR I T

THE CODE EN&

bR AUTH. INSPECTO84 PROJ

$NITsALS DATE INITI ALS DATE 17 Assure applicable information as required on the Record Drawings is completed

/he 18 ffW

//. n -B for each Category A, B, C, or D joint and for j), C. 8/

75#-

//-O-W @b

[f7IT7 each butt weld of pressure retaining pieces.

18 Record the final location of all f, u g,5 l

pressure retaining material by a serialization or Doc # /

g

//_n_7 f&

"lLMf1 coding of the pieces or Shop assemblies.

7W f/-37 7)

(

19 /

Use authorized welding procedure f

2 (from Contract QA Handbook), Check Fit-up, check -

En.& S.S r

welding, and check all finished weld within four

/)o e d /

r72x_

//-/7-77 k "b7b1 inches of the shell of permanent attachments. to 4F~d I l-t').-n

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pressure retaining parts of the vessel (no detail records required).

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MAGNETIC PARTICLE EXAMINATION REPORT Report or

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Contract Sequence

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1-Shop C Field S Number 1 I ' 2 S 2 b-Number sSTOMER INFORMATION 25CRIPTION & STAGE OF G OUTSIDE

]f-/

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uiTCRWELD

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I iOCEDURE AND REV.NO.

O PROOS MFR OR PROD OR POLE A

O DC CAllBR ATION I

g BRAND SPACING BAC DATE SCC i

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MM AM F LCX 6 jr A

aciaa PARTICLES:

3 ORY

. ACNNE MFR OR RATING '

- 2.% t t, N M Aas M AMO'A iO O WET ecord all non-conforming indications which were not removed during examination and/or evaluation. (Those COLOR & Mf R-A

. oase m!terial must be accurately located and referenced to some definable point.

3/C.Clc NdQV7cf W o

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The initial examination covered by this report has been performed in

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/ O@ERATOR LEVEL-O@

accnrdance with applicable procedure:

'y - 2 ###

DATE Ai! indications have been evaluated in terms of applicable acceptable standards.

Item is: Acceptable 8

Relevant non-conforming indications have been noted on above sketen and ha Unacceptable O been rzported to the Quality Assurance supervisor.

,,m m,j g

g'.go_77

'EVALUATOM LEVEL DATE Rilevant, non-conforming indications, other than shown in above sketch, have been rem:ved in accordance with approved procedure GRR Rev Para the area r:-examined, and found to be acceptable.

QA SUPERVISOR DATE l

Examination and evaluations have been performed to my satisfaction.

. Witnessed and accepted by:

Witnessed by:

l FOREMAN CUSTOMER AUTHORIZED INSPECTOR t

n.

' NUCLEAR l i

b_

MAGNETIC PARTICLE EXAMINATION REPORT Report or Contract Sequence

[( I A.

Shop C. Field QE Number D* IUS Number 10 2 Location l CUSTOMER INFORMATIONA6cha G+owmar I/essel

CESCRIPTION & STAGE OF G OUTSIDE

?ARTOR WELD &fQ pyy g & ff

/,4 & f -j _ Q & g y.,*f~~ $ INSIDE

/ 4D E3-rrr : 2 & 72t-f.2& 27-/2. / & 1-2 l ADZ A'M645 Y

! 2ROCEDURE AND REV.NO/

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%FR OR PROD OR POLE Ps O DC CAllBR ATI

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PARTICLES:

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'1ACHINE MFR Od RATING 71-2 4.21s # 4 Mnnaannt In*

COLOR & MFR: p0AN wEr

. Record all norH:onforming indications which were not removed during examination and/or evaluation. (Those in base treterial must be accurately located and referenced to some definable point.

[46AJAM /> V p g yg J2bfcf'

,s;7.4 R x T

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acenrdance with applicable procedure:

3 ERATOR LEVEL DATE 2

All indications have been evaluated in terms of applicable acceptable standards.

Item is: Acceptable K Relevant non-conforming indications have been noted on above sketch and have Unacceptable O be:n reported to the Quility Assurance supervisor, g

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P EVALUATOR LEVEL DATE R2vant, non-conforming indications, other than shown in above sketch, have been r: moved in accordance with approved procedure GRP Rev Para

! ths crea re-examined, and found to be acceptable.

QA SUPERVISOR DATE Examin: tion and evaluations have been performed to my satisfaction.

Witnessed and accepted by:

Witnessed by:

FORFMAN C11STOMFR AllTHOR17Cri lNCoCr*Tn g, l

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NUCLEAR l

...I MAGNETIC PARTICLE EXAMINATION REPORT Report or Contract Sequence location A.

Shop O Field E Number 7/- U 7b Number

/O3 CUSTOMER INFORMATION

( CESCRIPTION & STAGE OFA/ue/me Gw+nwmed I/essd 0 OUTSIDE

' ? ART OR WELD fgg frygf, j&gg.,,fg j&gsf-f

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@ AC DATE.SE 6 htTP 7/ 2426138 0v% YOKE Mominfloi

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MACHINE MFR OR RATING PARTICLES:

% DRY 71-n as %

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COLOR & MFR: pSAN wer

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OpER4 TOR LEVEL DATE All indications have been evaluated in terms of applicable acceptable standards.

Item is: Acceptable M Relevant non-conforming indications have been noted on above sketch and have Unacceptable O been reported to the Quality Assurance supervisor.

y y yp. 77 EVALUATOR LEVEL DATE Rel vant, non-conforming indications, other than shown in above sketch, have been removed in accordance with approved procedure GRP Rev Para th) area re4xamined, and found to be acceptable.

QA SUPERVISOR DATE Ermination and evaluations have been performed to my satisfaction.

Witnessed and accepted by:

Witnessed by:

FOREMAN-CUSTOMER AUTHORIZED INSPECTOR. m

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ecord all non-conforming indications which were not removed during examination and/or evaluation. (Those COLOR & MFR *
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' Item is: Acceptable E

Relevant non conforming indications have been noted on above sketch and have ptable O been reported to the Quality Assurance supervisor.

_ ___ amd J~~ 2d -7 7

  1. EVAlbATOR' LEVEL DATE R:Jevint, non-conforming indications, other than shown in above sketch, have been i

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-ff [

M X--7#-2 J tha area re-examined, and found to be acceptable.

QA SUPifRVISOR DATE

! Examination and evaluations have been performed to my satisfaction.

Witnessed and accepted by:

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FOREMAN CUSTOMER AUTHORIZED INSPECTOR

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h/ru.isu A. Curs.ne.w F-4 (SMA)

WAC 7S I

Poorrr J. Madua F-4 (SAto)

R3M 7G I

Tutev L. Emerv F-4 (CMA)

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Wownn L.. Twaarr F-9 (SMA)

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0-: n._.tNumber gp2 13 Number of Pages llAMG J FNo Peocen

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Harv F-4(SMA) h/D M ll (*

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SCRIPTION Cr.-.;Lmber i::'

Su 18g 13

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T g-3 COPIES of documents covered by this index are certified to be true copies

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ass f cation 7/* 8 Nb Folder 2 of E l

Contract Number G01152 JAN75 L

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NUCLEAR RECORD INDEX DESCRIPTION DocumentNumber Number of Pages _. WE L. O E R QUm t.tFic artow CatripicArts S PEc e m a n MM A/ A m t l

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Classification j

d

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,sp,st? HANoVEM.PA in31 ew y,.

CERTIFIED MATERIALS TEST REPORT

=

> sat Waldina Supply Co.

Customer Order No: 80360P 3

3x 10763 30 7th Ave. North Order No:

179236-2 ir ingham, AL 35202

~

Shipped:-

11/1/79 3 &'I'.'PO f B91151-0 40 6-31 This material conforms to Specification

~ ' '

  • WMS 501 Rev. 2 & WMS 568 Rev. 0 & QAS 311 Rev. 12 ASME SFA 5.1 Sec. II. Par t C

.Trcde Name

& ASME B&PVC Sec. III NE-2400.

34. Trademark:

Atom Arc 7018 l

Type:

E 7018 I

' n a.sr Size':

5'/32"'

lan3t Test No:.3964

' Weight:

30,000 lbs.

Control No VVV065 e

X-Rays Satisfactory TLot Number:

3J908LO2 Moisture 9 18000 F. 0.134 g pt Number:

411J2971 Concentricity 34 Type Steel A-285

.cA Tensile Specimen.505"

. Carbon 1 04 Impact Specimen

.394" x.394" 07 Menganese Chronium 03-DC REVERSE, POLARITY N:.ckel

.02 Si'

.40

  • THIS ELECTRODE MEETS.THE REQUIREMENTS OF CHICAGO olumb.;conium+

BRIDGE & IRON WELDING SPECIFICATION MMS 501 Rev

& WMS 568 Rev. 0 & QAS 311 Rev.12 ASME SFA 5.1 2

TEntalum olybdanum

.01 Sec. II Part C & ASME B&PVC Sec. III NE-2400.

Tun aten C peer

.01 Tit nlum hunph rus

.0 8 SEE PAGE TWO FOR TEST RESULTS.

Sul hur

.0 (

.Venz ium

.0

.w.C:balt

'crrito s.

. or.a Qua:.ity' Systems Certification No. N-1224 Exp;. ration Date:

September 8, 1981 The' undersigned certifies that the

'tatn of Pennsylvania 1-contents of this report are correct

cunty of York

> SS and accurate and that all operations a-

1 s

Serformedbytheundersigneaorsub ubb ibed and sworn to before me ontactorsareincom$erial 11ance with I

<hij' Sat day of November 1979.

requ ement of the ma ficafonanhASMEBoilerand peci-ressure

~ ^ -

vessel Code Section III Divis on I Subsection NCA-3800

/' /cs)...

1/

ALLOY RODS DIVISION

.EAL.

VI...

Chemetron Corporation N tary Pub c

5' 5 '

ypommisadonexpires:

11/22/82

.p g/

v sy,......................n............-

D. A. Smith

- - - ~

V 1

i I

, 3 - --- -

.~ -

'th.L. '

JAR IllE' hf TE.9r NO. 3964 PAGE 2 OF 2 l'

MATERIAL 7018 SIZE 5/32" HEAT 411J2971 LOT 3J908LO2

?

. s'.. -

TEST RESULTS

. c. c t :

WITHOUT PREHEAT g,

[4-Test No.

Full Split Volts Amps j,"e.b Tensiles &

Impacts 1

6 24 175 d8tdC Test.

As Stress Results:

Welded Relieved 15 Hrs. 9 11500 F.

.h Yield 71,800 62,500 dcc. Tensile 78,400 75,200 Elongation 28.04 r

32.0%

e

^

Red. of Area 66.1%

74.7%

s.

.r$

Charpy V-Notch. Impacts Tested 9 -300 F.

CM Impacts 15-76-96-24-29 80-98-100-29-96

  • U Lat. Exp.

17-63-78-27-76 70-70-79-29-79

-/_E.T % Shear 20-20-40-10-30 20-20-20-40-30 13..

4 e,.c.,

t'.? -

- ^

m,y:.

~

V1.G WITE PREHEAT C'

'dricTest No.

Full Split Volts Amps Tensiles & N -

Impacts I.

6 24 175 Test As '

Stress

-Results:

Welded Relieved i

, zu z *..

xp,p.

15 ars. 9 11500 F.

~ Yield 71,100-61,700 Tensile 78,100 74,900 t

{jyElongation 30.0%.

32.0%

Red. of Area 76.0%

76.7.%

. E.Charpy V-Notch Impacts Tested 9 -30C F.

i

.:ALf. Impacts 17-34-100-114-42 17-98-148-120'-112 Lat. Exp.

.21-31-73-81-35 21-79-92-90-91

/ ccr.at Shear 10-50-20-40-10 40-20-40-20-20 1

a h

~

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P.C. SOX 51T HANOVER. PA 17331 h.,?-5911'

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CERTIFIED MATERIALS TEST REPORT Cus tomer Order No. 8 7643C Post Welding Supply Co.

Order No.

193462-6 P. O. Box 10763 Shi P'd-P 1300 7th Ave. North WMS 501 REV.J. con f ormsdo Specification This Materia Birmingham, AL 35202 4

%MS 568 REV. 1 QAS 311 REV. 12.

ASME,SFA 5.1 SEC. II,PART C &

P. O. B102352-0406-31 ASME SEC. I11 NE-Z400 10 CFR PART 21 Trade Name AFPLIES.

j or Trademark:

Atom Arc 7018 D'iameter Size:

3/16"'

Wei.ghtt 30,000 lbs.'

Type:

E-7018 ',

Lo t Nmnber 3B109P02

' Test No.

6095

~

Haat Number 401N0'311' Cosit ro l No.

AA056 X-Rays Satisfactory Carbon

.03*

Moisture @ 18000F.

0.18%

Manganese 1.10fe

.d Concentricity 4%

Chromium

.03 Nicke!

. 04 j-

.o i Type Steel.A-285 Silicon

.42

'o $

Columbium 4

Molybdenum

. 01 <

J,'#

Tantalum 12 This electrode meets the requirements of Tungsten I7n/ Chicago Bridge & Iron Welding Specificat, ion MIS 568 REV. 1 QAS 311 Copper

.03 "

(,

W S Sol-REV. 4,SFA 5.1 SEC. II,PART C &

REV. 1Z.

ASME Titantum Phosphorus

.006' ASME SEC. III NE-2400 10 CFR PART Z1 APPLIES.

Sulnhur

.015" Vana&ium

.01 Tensile Specimen

.505*

Cobalt Impact Specimen.394" x.394" Filletst CEC Horizontal Quality Syatems No. N-1224 Expiration Date:

September 8, 1981 State of Pennsylvania

?

Csunty of York JSS

'The undersigned certifies that the con-tents of this report are correct and Subscribed and sworn to before me accurate and that all operations per-thio 26th day of February, 1981 formed by the undersigned or subcon-traqtors are in compliance with require ments of'the material specification and r

I

/

ASME Boiler and Pressure Vessel Code 412C,...L -. M.A.' [

Section III Division I Subsection NCA-1/

S Notary Public 3800.

U ALIDY RCDS DIVISION My Cenmission Expires 11/22/8Z Chemetron Corporation

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BY........

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,. y F-TEST NO. 6095' PAGE 2 OF 2 MATERIAL 7018 '

SIZE 3[16" HEAT 401NO311 LOT 3B109P02 TEST RESULTS i

I WI'IEOUT PREHEAT Test No.

Full Split Volts Amps Tensiles &

6 24 240 DC+

Impacts 2

l Test As Stress Results:

We!'ded Relieved 15 Hrs. @l1500 F.

f I

Yield 63,500,,r 57 700 71 100-Tensile 76,200 34 0%

Elon 33.0%

78.2%

Red.gation of Area 75.3%

, -~

Charpy V-Notch Imoacts Test'ed @ -300 F.

131-1964-27-8479-21-123 '

99-92-263-26-109 Impacts 76-72-82-19-80

=

89 40-40-100-20-70 Lat. Exp.

% Shear 70-15-30-20-50 WITH PREHEAT Volts Amps Test No.

Full Split Tensiles &

Impacts 2

7 23 240 DC+

Test As Stress Results:

Welded Relieved 15 Hrs. @l1500 F.

p Yield 65 000 71'000 57 Tensile 76',000 35,.0% -

000 Elon 3 3. 0% -

Red.gstion of Area 77.0%

79.4%

Charpy V-Notch I acts Tested @ -300.F.

Impacts 05-239-226-137-210 131-239-81-248-263 Tat. Exp.

8-61-64-85-83 82-80-68-67-85

% Shear 100-100-100-60-100 60-100-20-100-100 e

4 A

e g

r m -

pge s, y< ap 2.

v

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fRTIFICATE OF ANALYSI

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' P.O. 80X 517 HANOVER. PA 17331 717/637 8911 CERTIFIED MATERIALS TEST REPORT Customer Order No.

82543C C B 6.I P.O. I 121510406-31' Order No.

183700-2 1500 N. 50th St.

Birmingham, AL 35202 Shipped.

This Mate' rial conforms to Specification

  • WMS 501 Rev.

4, WMS 568 Rev.

1, QAS 31' Contract 90406-31 Rev. 12 ASME SFA 5.1 Sec II Part C&

ASME B&PVC Sec III NE-2400 10 CFR Part Trade Name 21 Applies.

or Trademark:

Aton Arc 7018 Dicceter Size:

1/8" Neight: 35,000 lbs.

Type:

E 7018 L9t Number:

2D015T02 Te s h No.

4767 Hoat Number:

412K1491 Control No.

XXX062 X-Rays Satisfactory Carbon

.04<

Manganese 1.08 Moisture 6 18000F.

0.22%

Chromium

.04 Concentricity 4%

Nickel

.02 Type Steel A-285 Silicon

.41 Columbium

~

Tantalum Molybdenum

. 0.1 This electrode meets the requirements of Tungsten Chicago Beldge & Iron Welding Specification i

Copper

.01

  • WMS 501 Rev.

4, WMS 568 Rev.

1, QAS 311 Rev Titanlum 12 ASME SFA 5.1 Sec II Part C & ASME B&PVC Phosphorus

.013' Sec. III NE-2400 10 CFR Part 21 Applies.

Sulphur

.014

. Vanadium

.03 s Tensile Specimen

.252" Cobalt Impact Specimen.394* x.394*

l

}'illets:

OK. Vertical &

Overhead DC Reverse Polarity Q'uality Systems No. N-1224 Expiration Date:

September t, 1981 State of Pennsylvania

)

County of York

)SS The undersi ned certifies that the con-tents of th a report are correct and Subccribed and sworn to before me accurate and that all operations per-thio 29th day of May 1980 formed by the undersigned or subcon-

/

tr1ctors are in compliance with require 1

ments of the material specification and

~

,q (f

ag 7 ASME Boiler and Pressure Vessel Code SEAL...

Section III Division I Subsection NCA-Notary Public 3800.

ALLOr RODS DIVISION My Commission Expires:

11/22/82 Cheaetr n rpo tion Br.............;.:;..';,7g,.............

~

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$g.

dzle TEST NO. 4767 PAGE 2 OF 2 MATERIAL 7018 SIZE 1/8" HEAT 412K1491 LOT 2D015T02 TEST RESULTS WITHOUT PREHEAT Test No.

Full Split Volts Amps Tensiles &

Impacts 1

5 20 140 Test

  • As Stress Results:

Welded

. 15 Hrs. 9 11500 F.

Relieved Yield 68,300 63,600 Tensile 80,400 78,700 Elongation 32.0%

31.01 Red. of Area 77.1%

s 78.3%

Charpy V-Not'c'h Impacts Tested 9 -300 F.

Impacts 80-106-92-104-19 133-148-115-18-81 Lat. Exp.

60-77-70-73-27 92-9'5-87-20-67

% Shear 40-50-40-50-20 70-70-60-15-20 WITH PREHEAT Test No.

Full Split Volts Amps Tensiles &

Impacts 1

5 20 140 Test As Stress

~

Results:

Welded Relieved 15 Hrs. 9 11500 F.

Yield 67,900 62 900 Tensile 80,400 77,,700 Red.gation Elon 30.0%

32.04 of Area,

75.6%

78.4%

charpy V-Notch Impacts Tested 9 -300 F.

Impacts 20-99-117-37-117 149-123-96-32-117 Lat. Exp.

22-69-78-30-79 96-89-78-28-88 t Shear 20-40-70-20-70 70-60-30-15-50 O

4 I

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e

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%suisne encoucvs omsson det,TIFICATE 'OF ANAL.YSIS

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9,

Customer order No G.122182401-31 918715-1

,fI. '

.... :.j'. $..;.

2 4.ac.

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Order No.

V?'N.'

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~

CHICAGO BRIDGE &.lRON C0 ShiPP*d Dffk, _

' ' di

. MERCER COUNTY GREENVI LLE,',PENN.

16125 2

-d."-

l This motwiol ceforms to SpaiMeotion

',pgF.h

.y,x;;. - -

.WMS 501 REV 2' &

a QAS 311 REV. 9 '

+-

N,.;y.

u-1 Trade Nome 7

E 7018 '

Atom Arc 7018 M,J:70 = Trodaaariu c6 ??, '.. _

Test No. 539' o

1/8* '

.Mn.iemeen size,.

- 15,000 lb. '

'X-Ray Satisfactory "

Control No. KKK050..

If/E het %ber:.

A717NIAD.

Motsture tel800*F. 0.14%

p.{p Heat Nessibe.

432X4491 ConcentrIclty '.4%

m:2..

.-b,-

? ds'.

Carbon.

05 '

.E.V; Mengenese

.93 '

.a i.

(See Attached Sheet For Test.Results)

Qy.r' Chromium :

.0%

l,,1 -

M-

- Nicket -

. 02

This electrode meets the requirements of Chicago ed. Y siscon. '# -

lC

.31$'.~-- '..-

QAS 311.;REV. 9 AS.ME SFA. 5.1.C f Bridge & Iron Welding Specification WMS 501 REV. 2 &

i y,olvisibiosie+,

.r.

Tentelum I-lA S. Molybdenum

.01 lh.

Tungseen ASME QUALITY SYSTEM CERTIFICATE (MATERIALS)

C NUMBER N-J224. EXPIRES ON~ SEPTEM8ER 8,1978

'. dyf I oppw

.02 ' '

MM,'

Titenium ~

d ( phosph,

.013 '

T.

3,gg 018,.

y t,Ewp 2

'.d-o N

'02[

' N, H s,

c,[ Venedium "6 *o jhhl, h.

idl, 3

_y};..{

j-3.t i

"f '

1.'

. -fr..-pi,:

p.

l.g 1 CLASS ' de d

+E. gi FOLDER

/ NO. /

@F II* 'I Penna.

I i County of York I

The undersigned cert:6es that this report is 8@t[

correct ond that no signincont change hos

/

'l' fff, Subscribed and sworn to before m'.

been mode in any of the elements described r

iC.

e.y.of March.

.,(19 ~ 77, a..

In the qualiAcotion'opprovol.

.s,i e.i. this ' 10t.h..e d.$ p,....,c-x

.a : -

g - Q..g.

.. f,...

a,

.qf 3.c.w c%cf. >

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CHEMETRON CORPORATION wnoene peooucts omsson DE_9%

h 44c.

y :-

~., a 3

lNMI$com'is b' ire.

8-21-78 fudd p

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. d[.. ' "

~-TEST NO. 539

(-

WITH PREHEAT

. uS e,

-}

-W$ q Test a

As W Stress

x. e 6.
Results

Welded -

Reileved

.jj.I.

15 hrs. @ll50 F.'

[,~

4 saV(k '

Tensile 76,100 -

77,000 -

Yleid 66,300 -

62,500 <

+:

NT

.',#f[

Elongation 28.0% ~

34.0% 4

., 7. ',..

Red. of Area

77. 5
71. 3

~ ~

~

,,5.ii,.

Charpy V-Notch Impa-ts Tested @-20 F. O..

0 2.%g '.

i

'$dN.cf '

e impacts 83-16-128-153-180 4.W-50-101-107-125 '

',d,Sh. I JLat.Exp.

67-8I-86-77-70

',17-46-83-85-98 s ;.

g..

.]J,p 4 iM.4 i l',

.% Shear 30-40-70-90-100.:

  • f. >:10.r.0-40-40-50 2

'P

..-n.w

,,a.-

s. :.

E t;,,W.w' 4.

. -rc.

u ;'&,1

-a

.,l

- w;.' -
s...

T C'*p.

WITHOUT PREHEAT

.%i:;.

M,q); *i

..M..u,. 8. 6 Test e

As

.. Welded Y....,....

9. Stres s' 15 hr.s.. t leved#11

~

. t.

.. P.. q! %,'

Results:

~~

Re s

. 5%f MM, My

.Yleid 166,400**..,

64,700 -

s Mt i Tensile 79,900 '

79,000 '

,~

'r/My Etongation 30.0%'

30.0% '

'.Af[h >'ic,_

?F Red. of Area 76.4%.

', 76.1%

'. pi

,j,QE Charpy V-Notch Impacts Tested @-200F. ^

f.*':, ::.

+

f.fW.

Impacts 88-102-106-106-106 ' ' 85-112-115-115-117 '

'hp, Lat.Exp.

. 73-78-81-81-84

'.i72-68 43-87-83 ~

.h, 6

, % Chear :

~

,.m.M30-40-40-50-40

.Qn:;n.

.,' 30-40-50-50-50

.q

(*...

%.p(jt$. 1li..

'n'-

juo IS:.-((::;,,

4e$

9am d'Fif.1 '

sq

,,, a f

?* %05 O

.V,5 Y

rp

e.

4..L:

2..

..f,....

~f.;!.-,

e g ;,',Q -

b

[

.. r.

wu.

k N.s {fi s '.

e.

i 61 %

w:

,y

... rr,.

.. B...M cuss ',5 2.

SQ,

i T^.'.,

rotorr 1 'wo. T I

s l

1 l'

~

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-wemws ensovero civiziua i

Certificate of Analysis Cliicago Erld,Ss_k.JLon Co.

Orde N o. 3-1 L 0146-0406-3 0%

I

^

Post Welding Supply Co.

Customer Order No7 --39631-~--

~

TO'.- Box 10763 64259 Birmingham, Alabama 36206 Order No.

Shipped This molerial conforms to Specification WMS 401 REV.

3__& QAS 311 REV. 3 Test No. 514 Control No. AAA039 Type E 7018 Trade Nome:

Atom Arc 7018 Concentricity 4%

Moisture @ 1800cF'. O.18%

ciameter s:a 7/32" 15,000 lb.

These electrodes meet the requirements of Para. N511.3 of ASME SEC. III Nu-tot Numbers.

F308J1AG Heat Number:

421K1561 clear Code.

e8 e

Per & s:

Spe d en M e.%

Carbon

.05 Manganese 1/23 AS Stress Ch omium Nil Welded Relieved **

Nickel Nil Yield 68,900 58,000 Silicon 44 Tensile 76,000 70,000 Columbium Elongation 31%

32%

d('N Red. of Area 75.4%

76.5%

Tantotum Molybdenum

.07 o

Charpy V-Notch Impacts Tested @ -20 F.

Tungsten Impacts 112-113-117-118-128 30-30-125 Copper 132-155 Titanium Lat.Exp. 76-73-82-81-88 13-21-78-90-f Phosphorus

.011

% Shear 50-50-50-50-60 20-20-60-50 ~.

Sciphur'

.019 Yanodium

.01 ess MeM h M b. @

sco Iron

,A y

)

WE HEREBY CERTIFY THAT Ferrite pN

/

THIS IS A TRUE COPY

'D E sw d46 o.t. % /73 JAN' 91962 State of Penna.

1 55 The undersigned certifies that this report is County of York--I correct and that no significant change has been made in any of the elements described Subscribdifond sworn to before me in the qualification approval, this 19th day of July 19 73 CHEMETRON CORPORATION wri.oina enooucis omsson O.

-[

-5EAL t

m.,, n.

g,y,

'N d'A-^ ' -C My commission expires:

5-8-76 ay J. L. Starner Io i

.- c :.

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rw.

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.EMETRON Coi:PORATION wrLolNo PacouCTS oIV153oN Certificate of Analysis CHICAGO BRIDGE & IRON COMPANY

^-

ORDER NO. B-82948-0406-30 Post Welding Supply Customer Order No. 41595 Peo. Box 10763

.1300 Seventh Avenue North 66697 Order No.

B-irmingham, Alabama 35202 shipped 1-4-74 This material c forms to Spec!ficationWMS 401 REV. 3 &__QAS 311 REV. 3*

Test No.

61 X-Ray Satisfactory TypeE 7018 Control.No. AA068 0

Tr:d2 Nome:

Atom Arc 7018 Moissure @ 1800 F, 0.2%

Concentricity 3%

stm:ter size:

1/8" M

30,000 lb.

'#, Type Steel A-285 est No.

Full Split Volts Amps Lit Number:

K308HlAD Heat Number:

09T480 Tensile &.

!. 6y Impacts 1

6 24 130

/h Man ones

.99 Test AS Stress Chromiu"

.06 cf Results:

Welded Relieved Nickel

.03 15 hrs. @ 1150 F.

silicon

.32 alumbium.

Yield 65,100 62,300 Tensile 80,200 74,500 Tcntorum Elongation 28%

33%

Molyhdenum

  • 07 Red. of Area 78.5%

80.3%

Tungsten Copper Charpy V-Notch Impachts Tested @ -20 F.

0 Titanium Phasphorus

.012-N Impacts 131-140-141-149-210 17-120-147 -

sulphur

.022

\\'

160-221'

~

Yuodium

.0Z d

p g

Lat.Exp. 82-81-81-80-84 19-90-96-97-80 g

Y j

% Shear 70-60-70-70-100 10-60-70-80,,,,

I'"I'*

oN

'4 Fillets:

OK Vertical 1

Overhead 1

g

  • These electrodes meet the requirements of Par; N5113 of ASMI SEc. III nuclear code.

gg Stau af Penna.

1 Ctunty of York

)

The undersigned certifies that this report is correct.ond ther no significant change has been mode in any of the elements described subscribed and sworn to before me in the qualification opproval.

W5 8th d'Y 'I Jan.

" 74 j2ri j

CHEMETRON CORPORATION Q

e MtL V // W.

GGf717A%j wri.o No PaooucTs civisioN N

Note,y Public Etua

.wy commission empires' 4-12-76 BY

- 7 R. W.

Boyer F'

I

-===--

NHEMETRON CORPORAil0N O

WELOINb PRoOUCTS DIVl$loN Certificate of Anolysis Chicago Bridge & Iron Co.

j b

Order No. B82948-0406-30 Dm'd Post Welding Supply Co.

Customebder No. 39631 P.O. Box 10763 Birmingham, Alabama 36206 Order No.

64259 Shipped WMS 401 REV. 3 & QAS 311 REV. 3 This material conforms to Specification Test No. 540 E 7018 Control No. AAA043 y p, y

Trrde Name:

Atom Arc 7018 These electrodes meet the reqtrirements of Para. N511.3 of ASME SEC. III Nu '

clear Code.

Dirmeter Size:

3/16" 50,000 lb.

Tens M roperties:

Specimen Type.501 Let Number:

F325J1AF Hat Number:

649K669 AS Stress Welded Relieved Carbon

. 04' 15 hrs. @ 11500F.

Manganese 1.02

+ 200F.

Chromium

.07 Nickel

.01 7

.UTS psi 76,500 70,000 O

.34 YLP psi 67,000 63,000 3;;;co, p

Elong. 2" 32%

31%

Columbium Red. of Area 76'.6%

77.4%

Tantalum Molybdenum

.06 Charpy V-Notch Impacts Tested @ -20 F.-

0 Tungsten Copper Impacts 64-105-121-128-135 142-204-Titanium 209-240-240 Phosphorus

.007 N

Lat.Exp. 40-50-50-60-60 70-100-100-10r 10C Sulphur

.014

}

o

% Shear 53-76-78-86-84 89-83-84-83-8<

Vanadium

.01

<fsc

\\

x Nr I"

$p l

concentricity 4%

m

)

Moisture @ 18000F. 0.18%

F'"I

3 7/A JAN 9 1982 Stita of Penna.

I SS Ther undersigned certifies that this report is Cmnty of York

)

correct and that no significant change has been made in any of the elements described Subscribed and sworn to before me in the qualification opproval.

this d*Y '

19th July 73 CHEMETRON CORPORATION O

wtLotNG PRODUCTS CIVISloM d

SEAL f

NotoryddH<

/

BY Tu'M mL My commission expires:

5--8--76 J. L. Starner 9

(,

I f

(

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~

CHP9ETR.ON CORPORAil0N

)

. isius emoeucts owirion Certificate of Anolysis Chicago Bridge & Iron Co.

Order No. B-82948-0406-30 p

customer Order No. _1595 s,

4

..,st Welding Supply l

66897 P.O. Box 10763 Order No.

1300 Seve' nth Avenue North Birmingham, Alabama 35202 1-4-74 Shipped This rnaterict conforms to Specikcotion WMS 401 REV. 3 & QAS 311 REV. 3+

Test No'. 735 E 7018 X-Ray Satisfactory Type Control No. AAA072 Mois~ture @ 1800 F. 0.2%

0 Atom Arc 7018 -

Concentricity 4%

Type Steel A-825 7/32" 20,000 lb.

Test No.

Full Split Volts Amps Let Number:

J326J1AG dat Number:

411L3061 Tens.tle &

pacu 2

6 M

M~

Carbon

.05 Monginese 1 16 Chrtmium 02 sults*

Welded Relieved Nickel

.02 15 hrs. @ 1150 F.

g silicon

.38 0 [k Y eld 65,000 58,500 Tensile 75,000 70,000 lumbrum

~

,.I'p

'/

Elongation 32%

34%

Tentorum

'V'I Red. of Area 75.4%

79.0%

Milybdenum 08 rungsten 0

Charpy V-Notch Impacts Tested @ -20 F.

Copper

')

Tittniusii y

4?' _

Impacts 17-26-35-36-91 110-114-1'28-136-Phrsphorus

.012 4

igi sulphur 018 ventdium

.02 Lat.Exp. 24-27-35-34-76 81-86-88-95-78

% Shear 20-20-20-20-50 60-70-70-70-80

  1. sco Iro.n ferrite ^

N OK Horizontal 1 D ',

Fillet:

o

  • These electrodes meet the require:nents of Par, Ja@

N5113 of ASME SEO. III Nuclear Code.

~

.lAN 9 1982 N'2 'I Penna.

SS -

The undersigned cervi6es that this report is I

WMY of York I

correct and that no significant change has been made in any of the elements described Mscribed and sworn to before me in the qualification opproval.

19 74

=is 8th day of Jan.

CHEMETRON ~ CORPORATION f'~~'

J wei.oisa encoucts oivison

~N 51&

&& W/'OiC0

~, r. m O

/

Nv BY..

.wy commission explies: 4-12-76 R. W. Boyer /

/ I

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-.: :.- [_:...-

T 1. CORRECTED REPORT..)

MHfMETRON C' RPORATION) tTIFICATE OF ANALYSIS

- O

y. '

wstomo enooucts civision g*..

C B & I Order No. B-60553-0406-31-NU O,

52259P Customer Order No, i/

509995 r

Post Welding Supply P O Sox 10763 shipped 1300 7th Avenue No.

Birmingham, Ala.

This material conforms to Specification 35202 WMS 501 REV 0 &

QAS 311 REV 8 t.

.J E 7018 Trade Name Atom Arc 7018 Type

~or Trademaria Test No.540 Diameter Size 5/32n X-Ray Satisfactory 33,800 lb.

Control No. (HHH046)

,s.

tot Number A609M1AE Mot sture @ 1800 F. '.2%

N2 0

O Heat Number:

411T5391 Concentricity 3%

.e L

~'

Carboa

.04 Manganese

.94 Chromium

.04 (See Attached Sheet for Test Results)

Nickel

.03 Silicon 33 As#chtisality System' Certificate (Materials) Number Columbium +

Tantalum N-1224, expires on September 8,1978.

Molybdenum 04

~

Tungsten Copper

.03 Titanium This electrode meets the requirements of Chicago Phosphorus

.015 Bridge & t ron Welding specification WMS 501 REV O sulphur

.016

& QAS 311 REV8 ASME SFAS.I.

l Yonodium 02

~~ N I

$ '*N T

  • o h-j x=

i

@N JAN 9 1982

)

l 3th'b

\\

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The undersigned certifies that this report is County of I

correct and that no significant change hasf been made in any of the elements described Subscribed and sworn to before me in the qualification approval.

l

.. this 14th day of Septernber 19 76 l

,;x

(

CHEMETRON CORPORATION i

wcLoma enooucis civision SEM

~

~

"*'"' "" WE HEREBY sirf THAT

[W-[~d E f

8-21-78 THIS IS' A~ TRUE COPY aY IS-

J,f Ay commission. pir.si.pg R.W.s.4r

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j

/" 'WITHOUT PREHEAT ws;

~

. /.rb...

n l

h.-@: y...

  • g i

e'.4>

l TGst AS Stress

' ').1 Rssults:

Welded Relieved 15 hrs. @ 1150 F.

t

". '.2 /

Tcnsile 78,200 74,100

. l,-;y:

Yield 69,600 62,900 Elongation 29.0%

32.0%

j 'U;',:

R:d. of Area 76.4%

76.7%

, C.h..

.. ;cf. -

0

, V:-

Charpy V-Notch Impacts Tested @ -20 F,

.~

Impacts 30-86-115-119-136 114-119-120-132-181

.. r.-

?-

'Lct. Expl 30-69-76-83-84 81 % 92

% shear 30-40-50-50-60 50-50-50-60-100

. :.' '. ?

i

":.s.'l9 WITH PREHEAT

.si] ];

of >"

s Test AS Stressc y

W'

~

)

Results:

Weided Reliev&d l

i 15 hrs.GTitSO F-Ao N N rD

/

D! '-

~

TensI1e 78,300 74,00G 2

YleId 77.800 64,000

-f,.

-y Elongation 27.0%

32.0%

~ jay g N2 F. -

Red, of Area 76.4%

77.7%

Charpy V-Nott.h Impacts Tested @ -20*F.

',,y,7f 14N Impacts 17- % 102-109 20-26-59-108-T 15 ry Lat. Exp., 21-76-77-86-81 24-28-51-81-92 is: g.,

% Shear 35-80-70-70-70 40-30-40-70-80

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'CHEfAETRON C RPORATIOC.-)

'. RTIFICATE OF ANALYSIS watoms enoovevs omsson QLaSS3.Oyol.3/AN Customer Order No. 52259P 509995 Order No.

g-Post Welding Supply P 0 Box 10763 Shipped 1300 7th Avenue No Birming h, Ala.

This material conforms to SpeciAcation 35202 WMs 501 REV 0 QAS 311 REV $

t E 7018 Trade Name Atom Arc 7018 Tm

~

or Tr-;f ri Test No. 555 Diometw size:

32,800 lb.

X-Aay satisfactory 3/16'e Control No. (HHH051)

W Numbw:

A614N1AF Moisture @ 1800*F. 0.2%

Heat Wh 41.1T6401 Concentricity 3%

Carbon 05 (see _ Attached sheet for Test Results)

Mongenes.

1.21 Chromica

.03 ASME Quality System Certificate (Materials) Number Nickel

.03 N-1224 expires on September 8,1978.

j silicoa

.38 This electrode meets the requirements of Chicago O c ' -toi.-

-+

>4.:

ir weidie-sPeiri ti wMsSaiarv To o QM 311 REV S ASME SFA5.1.

Molybdens=

06 Tungsten N,

Copyw 03

\\

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\\

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,014 I

Sviphw 015

' o, Vonodium

.02 JAN 9E W HERUrt CERTFY THAT THm a A TRUE~ COPY Qtr~

9-!!-5

' SS The undersige.ed certiRes that this report Is Centy of M

)

correct and that no signiAcont change hos been made in any of the elements described,

subscribed and sworn to before me g,,h, q,,i;ne,,;,, opp,,,,,,

this 18th doy of ' February 19.76

.~

-E[.

.CHEMETRON CORPORATION A.

wtLotNG PROpucTs OMalON

- *ML 4m v

My commission.mpires:

5-8-76 BY

~

n. v. ed l A:.
x. g. p. 3 g

g gq. y.g:..

..x. u f g

--=

No. 555-I WITH PREHEAT Test AS Stress Results:

Welded Relieved I

0 15 hrs. @ 1150 F.

Tensile 74.500 73,700 Yield 63.000 62,100 Elongation 30 0%

32.0%

Red, of ' Area 71.5%

77.5%

r Charpy V-Notch Impacts Tested 9 -20*F.

y impacts 44-88 % -99 21-30-34-106-149

'-Lat. Exp. 41 71-76 -76 26-32-33-82-94

% shear 25-6545-6545 30-30-30-70-80 1

)

WITHOUT PREHEAT f,

i m

1

- 'Tes t AS.

Stress Results -

Welded' Relieved co 15 hrss#-1150*F.

y Tensile 79,500' 76,300 3 A.)' /

Yleid 69,000 64,300 p,h4 Elongation 30.0%

31.0%

Red. of Area 75.5%

74.6%

JAN 9 1982' Charpy V-Notch Impacts Tested 9 -200F.

impacts 24-31-86-100-117 91-92-104-112-114 Let Exp 27-33 4 8-76-83 72-77-80-83-83

%. sheer 45-40-50 4 0-70 60-60-65-60-65'

.y'ev v

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+

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'WE HEREBY CERTIFY THAT THIS IS 'A TRUE COPY gy

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'5 i GEMETRON CORPORATIOk; ATIFICATE OF ANALYSIS watoweG PacoucT5 OtvistCM

". h2,.

r+f.

i 4.7 C B & 1 Order No. B-60553-0406-31-NU Customer Order No. 52259P 509995 Order No.

F W* Post Welding Supply

'Q P 0 gox 10763 shipped 1300 7th Avenue No-I ', SIrmingham, Ala.

This material cortforms to $pecincotion WMS 501 REV 0 35202 QAS 311 REV 8

.J t

E 7018

' Trode Nom

  • Aton Arc 7018 or Trademock:

Test No. SES X-Ray' Satisfactory

,A Diometer Size:

32,800 lb.

Control No. (HHH051) 3/16" Lot Number:

A614NIAF Moisture @ 1800*F.' O.2%

, Hoot Number:

411T6401 Concentricity 3%

Corben 05 (See Attached Sheet for Test Results) hagones.

T.2i ASME quality System Certificate (Materials) Number Chromium 0y N-1224, expires on September 8,1978.

Nickel

.03 30' Thishlectrode meets the requirements of Chicago O'

C*3'* * * +

gridger & t ron Welding Specification WM5 501 REV Tantei" 0 QAE 311 REV S ASME SFA5.1.

WIybdenum 06 Tungsten C,

01 N

/%

h Q?

N r,te.i

)

Pt=A.

0in p* 7 TAD rJAN 9 1982 s.ipw 01 5 Venedia" 02-

C, 9

i WE HEREBY CENTFY THKf"

.u.-

M IS A TRUE COPY t_ _ [27./c, Signed A

State of Penna.

I County of York

) ' SS The undersigned certines that th..s report is correct and that no signincent change. hos been erode in any of the elements described Sub.cribed and sworn to before me in the qualincotion opprovol.

d September M 76 j,

l g.,-

this 14th *7 d JN' d'$'.

CHEMETRON CORPORATION

(*

wgLDeMG Pn000 cts OtVis3ON s

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-Test AS Stress s.

Results:

Welded Relieved Y

' *?

15 hrs. @ 1150 F.

..} '

0

, Tensile 74,500 73,700

' ?"

i Yleid 63,000 62.100

~

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.. Elongation 3d.0%

32.0%

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Red, of Area 71.5%

77.5%

0 Charpy V-Notch Impacts Tested @ -20 F.

-~

Impacts 44-88-93-96-99 21-30-34-106-149 Lat. Exp. 41 71-76-76 26-32-33-82-94 f

.% shear 25-65 65-65-65 30-30-30-70-80

. WITHOUT PREHEAT N,

Test AS Stress Welded Relieved

[SO h.Results:

~

p[ 3 I

\\

15 hrs-1150 F.

g Tensile 79,500 76,300 oN Y!ald 69,000 64,300

'4,g e 3

Elongation 30.0%

31.0%

/

hed. of Area 75.5%

74.6%

. l6.9 0 tec9 Charpy V-Notch impacts Tested @ -200F.

Impacts 24-31-86-100-117 91-92-104-112-114 Lat Exp 27-33-68-76-83 72-77-80-33-83 r

% shear 45-40-50-60-70 60-60-65-60 65 d*

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B62590-0406-30 Nuclear f

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A524'4 P

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65244 l

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Order No.

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This material conforms to specification

. 1300 7th Ave. No.

y P. O. Box 10763 MS A5;1-69 & WMS 401 REV. 4 & QAS 311 REV. 6 t Birmingham, Ala.

35202 a

Type R 7.018 Tredo Nome Atom Arc 7018 or Trrdemark:

Test No. 796 X-Ray Satisfactory Ditm :ler size:

1/8"

~ '

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EEEO76 40,150 lb.

) Lit Number:

D522M1AD Moisture G'1800 F. O.lfe 07LO41 -

- Heat Number:

Concentricity 4%

-This electrode meets the requirements of Chicago Carbon'

.04

/

Bridge & Iron Welding Specification Mingonese 1.12 WMS 401,Rev. 4 & QAS 311 Rev. 6 ASME SFA 5.1.

Chromium

.03r Nickel

.03.,

Silicon

.39 /

Colymbium +

Test AS Stress Results:'-

Welded Relieved Tantalum 15 hrs. G 1150 F.

Ilybdenum'*

.04 /

Yield

,71,700 -

64,100 Tungsten Copper

.08 Tensile 82,100 /,

78,150 Titanium Elongation 29.0% /

32.0%

Red. of Area 77.7%

77.7%

I Plusphorus

.015 Charpy V-Notch Impacts Tested S -20 F.

Vanodium

  • 02 7-Impacts 51-80-95-105-106V 125-125-126-127 Sulphur

,014 Lat;"Exp.

35-61-67-70-75 85-89-90-93-81 5 shear 50-50-50-70-60 80-80-80-80-80 bSCC 8 M7 I

WE-HEREBY' CERTIFY THAT "h

THIS IS A TRl]E COPY l

o

~w Signerl M Date 9.2#

  1. '^

Stats of Penna.'

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SS j

correct and that no sigr.if; cont change has s

m been made in any of the eivments described Subscribed and sworn to before me

.in the qualificat. ion opproval.

ithis 29th.

day of May 19 75 CHEMETRON CORPORATION WsLDissG PeoDuCTS DIVIstON

~ Al,

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,-.g

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AS y Stress.

g. l;f '

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Results:"

, Welded p Relieved 3y f'.pifg.g.

3

' ?. p.

. 4.c p ;,1..f p,,..[*

?.9.ljc : ~1,'.0 ii.f..i ::C. * 35 hrs 6.@ f.T50 F.1; 3.

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N

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v.

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c..

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  1. er 4 ~ 76,500

, ' ~ '.v 66.500. ' 62.500. /.- 72,500 '. W J

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Id.

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g,.

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N.

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r r Elongation WAM W

s 30.0%

32.0%

i s $Q' ?y

.a "

.f. Red, of Area 76.3%

76.0%

."2 i

d:

,c.. (

m. N-

. w p/'

x.

2 t.

3

. Charpy V-Notch Impacts Tested @ -20 F.-

,9 1;

o

,.s.

.pd r.> f.

il5;M 6 gM],W.W.,.

p#

r Imosctr 23-23-45-72-93 93-100-100-100-t 72 M

et'. Exp.: 25-27-43-62-77'. 82-76-76-82-77 4 :.

L M

Jy['.)(ggg,flj{,"i

.fW,p,k ! j

%.Shea r.

40-40-30-50-60 80-70-7080,-70i['.,.

Ml

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Certificate of Annipis

( / / '

31035 Pont Widg. Supply cy,,,,y, ong,,., yo, P. O. lkix 1076 3 CIMI l'. O. 13102601 0406 30- #/trN ytt g,

66945 Birminghan., Ala.

Oider No.

12/13/71 shipped 1his material conforms to Specir. cation. HEME SFA 5.lSoc,III Nucicas WMS 401

~ ~M Test No. 440

_ _ n_ e v. I X-Rny Saticfactory Type IC.70L6_

Testing: The electrodes wero, tested in accordance with the requirements of N112400 of Section III of Trude Nome Atom Arc 7018 the ASME Code and the applic'able requirements *of SFA'5.1.One plate tested in the das welded" condittor Dirmeier Simo:

5/32 and one plate post wcld heat treated a minimum of 48,150 Lbs, 15 Hva @ 1150 F + -200 F, L:s Number:

K109H1A lic t Number:

623132 Tenalle Properties

  • Control #

K009 Specimen Type. 605" As Welded Heat Treated Carbon

.03 UTS (Psi) 75,000 71,000 Manganese

.96 YLP (Psi) 67,000 62,500 Chromium 03-Elongation (2")

30 %

34%

Nici.el

.03 Red of. Arca '

74.5%

79.6%

Silicon

.40 Impact Properties (Charpy V Notch)

Columbium

'l'est 1emp -I0T.

Tantalum Ft bbs.

189,190,192,198, 214 26, 26,132,141, 2c Molybdenum 04 Latera1Exp.

81,77,75:77,79 19,20,92,94,91 Tunuste n

% Shear 100,100,100,100,100 20,10,80,90,100 Copper Other Tests

'A psco Titanium

~

Concentricity 3"/o

.g i

x Phosphorus 020 Moisture @ 1800"F. 0.18%

Q j

Sulphur

<.022 f,

- /,

~

t Vonodium

.02

^3 Iron Ferrito

.lpi 9ta82

  • WE HEREBY CERTIFY THAT Thh b lo certifv that th' "dC "*I **PY.

I THIS IS A TRUE COPY of this trmort has been pror*.rly risnod e

and notasized.

SI:te of penna.

I p KfM Date II574 County of York I

/

correct and that no significoni change,hos been modo in any of the elements described Subscribed and sworn lo before me in the qualification opproval, this 10th day of Jan.

,19 72

  • )

/.

CilEMElROM CORPOftATION M

mit: ruoovi.3 utm we

$ /&N'? %..

./(Afftif Q~7~

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(

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d.u 5/8/72 D. J. W,nike r

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'T U C

"lY:.nCHOAETRON CORPORAT100 y,3fw Mddun*

r].TIFICATE OF ANALYSIS' r(:.

wcLotNo PacOucts omsion c

~

Customer Order No.

10871 Order No.

~1 g--

Chicago Bridge & Iron Co i-1511 N 50th St Shipped Birmingham, Ala.

35203 Th;, mater;,, conto,ms to Specification WMS 501 REV O&

~

QAS 311 REV 8 L

E 7018 ktomArc7018 Type Trade Name or Trademark:

Test No. 363 Diometer. Size:

7/32" X-Ray Satisf actory 24,600 lb.

Control No. (GGG082) tot Nur,ber:

J528PTAG

- Heat Number:

412T2741

$toisture @ 1800 F. 0.2%

Coricentricity 3%

Carbon

,. 04 (See teached for Test Results)

. s.

Manganese 1.15 Chromium.

04 '

Nickel

.03 Silico"

. 35 Columbium + -

Tantalum Molybdenum

.05

/. Tungsten

~

Copper 02 Titanium

. Phosphorus

.013

  • I Sulphur

.015 /

Asc This electrode meets the requirements of Chicago Vanadium o

~.

. 02.~

9 Bridge &. iron Welding Specification WMS 501 REVl. ~

I

? 1 0 & QAS 311 REV 8 ASME SFA5 1..

-l.

WE HEREBY: CERTIFY THAT rg4g g jggg

.MS IS A, TRUE COPY'

~

$lgyped

"? M 4-DMe 1 ') =

Stile of Prinna.

l 55 The undersigned certifies that this' report is County of I

correct and that no signiacant change has.

been made in any of the elements described Subscribed and sworn to before me in the qualiAcation opproval.

p this 2nd day of Decembe r

'1975

~

9' CHEMETRON CORPORATION WsLOING PROOvCTs OtVIsl0N

,A I

\\,

SEAL

~,-

MM

- Qe My commission expires:

5-8-7,6 g g g g.

aY

, _, r,,<.

R. W. Boye r / ">. _..

J.

1'

.;hhd h s 6,

]

s

's

[,,-- ' '

t')

f) cst No. 363

b;

a.

~

' '.h,.j.P.

.N*

.7 p;

WITH PREHEAT 9

Test AS Stress Results:

Welded Relieved 15 hrs. @ 1150 F.

Yleid 68,300 62,200 x,7 -

g.'.

Tensile 74,400 71.100

af Elongatton 31.0%

32.07.

Red. of Area 77.0%

~79.8%

g Charpy V-Notch impacts' Tested @ -20 F.

'mpacts 56-89-118-132-154 65-82-117-135-143

-3.7-i La't. Exp. 50-69-80-82-81

.-52-67-85-96-94

% Shear 3'0-50-60-60-80 30-40-60-70-70' t :.

t., m NO PREHEAT Test AS Stress Results:

I Welded Relieved 5-15 hrs. @ 1150 F.

YTeid 68,500 62,500 Tensile 74,500 71.500 V

Etongation 32.0%

33.0%

,)

Red. of. Area 77.2%

78.17; l

Charpy V-Notch Impacts Tested @ -20 F.

s N Impacts 74-109-123-754-159 60-86-119-125-135 Lat. Exp. 61-79-88-84-81 51-69-93 %

[asc 4

o i

Q(.

'% Shear 30-50-60-80-80 30-40-60-60-70 m

.i.' '.

~

~

JAN. 91982

'5.

e-WE HEREBY CERTIFY THAT THIS IS A TRUE COPY signed 2' M n te 3 '/2'2/4

- o Q

WE. HEREBY CERTIFY THAT THIS IS A TRUE COPY

[fN r -4//;76 t-s l g 7, r-t, y..

c s

=-

n

. _... - -.. ~. _ _.

- ~ -. -

-)EMETRON CORPORATION

~

wale:No PRooUCTS o8 VISION p

Certificate of Analysis

,o Chicago Bridge & Iron g"db Customer Order No' B110105040630 1500 N. 50th St.

h5' Birmingham, Alabama 35201 Order No.

77144 j

Shipped This material conforms to Specification.hMS 401 REV. 4 &, QAS 311 REV. 6 Test No. 674 X-Ray Satisfactory Type E 7018 Control No. EEE032 Atom Arc 7018 Moisture @ 1800 F. 0.1%

Dizm:ter Sze 7/32" 47,500 lb.

Test AS Stress tot Numbw:

C507M1AG Results:

Welded Relieved

. H3ct Number:

401S2011 15 hrs. @ 1150 F.

Carbon

.05 Yield 70,500-63,000 Mongones.

1.21

Tensile 81,000 75,000 Chrom;e.

.02 Elongation 32%

32%

g

.00 Red. ofArea 74.3%

76.1%

33338 ' "

Charpy V-Notch Impacts Tested @ -20 F.

Columbium Tantoive

. Impacts 43-83-96-97-106 45-75-90-110-123 Molybdenum

.04

@at.Exp. 31-60-70-69-70 30-56-64-76-91 Tungsten

% Shear 50-60-60-60-70 20-30-60-60-70

.03 This electrode meets the requirements of Chicago Brid

.& Iron Welding Specifica-Phosphorus

.012 tion WMS 401 4 & QAS 311 REV. 6 ASME Sulphur

.014 SFA 5.1.

Venedive

.01 s Asc s

o 3

' D43 Stot3 of Penna.

)

,jA N 9 1982 g,,,,y,g York

)

The undersigned certines that this report is correct and that no significont change hos been made in any of the elements described Subscribed and sworn to before me in the qualincotion opprovol.

th*e 9th doy.f May 1,75 CHEMETRON CORPORATION wato No Paoouers civision

~

x My ' ommission empires:

8-21-78

/,2 c

gy

~

o R'. w. Boyer / '

{

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1-0

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--a

--,,,-,n y

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^

-1 CHEMiihdN CORPORAT10N.

C TIFICATE OF ANALYSIS

, - ha o eaoovers omsioa p

(

s,

/ Chbgo Bridge 8e Iron Co B62590-0406-30 Nuclear "y 'f N giromer Ordw No, MM

/~%

,.; h. }

J g

f~h Order No.

03244 t'

l-l Shipped Nt Welding _ Sup

[

}, [S

- 1300 7th Ave. No.

's CO O This motwiol conforms to Specification T

P. O. Box 10763 w

AWS AS.1-69 & 'GIS 401 L, B4 =4ngham, Ala. 35202 l > -N f

REV. 4 & QAS 311 REV. 6 5

s

?'.t y @

Trade Name Atom Arc IOl8 Type R 7018 Test No. 796 or Trademark:

Diameter Size:

1/8" gM{ g]gg2 X-Ray Satisfactory 40,150 Ib.

Control No.

EEEO76 I-Lot Numbw:

D522M1AD Heat Number:

071D41 Moisture @ 1800 F, 0.1%

Concentricity 45 Corben'

.04

-Thisl electrode meets the requirements of Chicago Bridge & Iron Welding Specification Mongenese 1.12 Rev. 4 & MS 3H Rev. 6 AM FA 5.1.

Chromium

.03 Nickel

.03 Silicon

.39 2

Columbium +

Test

.AS Stress Tantalum Results:

Welded Relieved Molybdenum *

.04 15 hrs. G 1150 F.

Tungsten Yield 71,700 64,100 Copper

.08 Tensile 82,100 78,150 Titanium Elongation 29.0%

3 2. 055 Phosphorus

.015 Red. of Area 77.7%

77.7%

Charpy V-Notch Impacts Tested 4 -20 F.

Swiphur

,014 Impacts 51-80-95-105-106 125-125-126-127-13

. Vonodium

  • 02 I.at. Exp.

35-61-67-70-75 85-89-90-93-81

% Shear 50-50-50-70-60 80-80-80,80-80

~

WE--HEREBY'CiRTIFY THAT THIS IS A TRUE COPY ggn.d.drd Data M#

state of Pema.

)

55 Covity of York

)

The undesigned cwtifies that this report is correct and that no signi8 cont change has been mode its any of the elements described Subscribed and sworn to before me In the quali8 cation opproval.

this 29th day of May 19 75 CHEMETRON CORPORATION WsLosMG PRODUCTS olvisioN G.%[A3, M h it*.

~,. s jj My commission expires:

8-21-78 gy w,

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CHEME7RON CORPORATION n*

CE*51FICATE OF ANALYSIS

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netomc Peoovers'omsiose

,q e

s Chigago Bridge L Tmn C m psay OIder No. B62590-0406-30 Nuclear

  1. i Customer Order No.

45243 Order No. A*t?dA 2 Shipped i

Poat.Weldinc SA

[sg,g 'f s

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' This material conforms to Specincotion 1c"S gi asp, 4 5 w

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.df 3t h Trade Nome Aton Arc 7018 Type E 7018 M - bE Test No. 849 l

or Trademeriu X-Ray Satisfactory Diometer Szer 5/32" 1

i 36,650 lb.

control No.

EES079 t

tot Number:

E508J1AE Moisture 4 1800 F. O.1%

Heat Number:

61991 i

  • Concentricity 3%

r Cabo"

'04 s e ectr meets the r @ rements of M eago Mengenme

  • 95 Bridge & Iron Welding Specification WMS 401 REV. 4
  • 05 Is CSS 311 REV. 6 and ASME SFA 5.1.

Nickel

,01 g

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  • 34.0%

Swiphur

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V-Notch Impacts Tested 4 -20 F.

Impacts 19-25-27-32-189 171-223-243-240-240 Eat. Exp.

16-24-24-30-93 76-86-86-88-91

% Sheer 20-20-20-20-100 100-100-100-100-100 WE HEREBY CElml:Y THAT THIS IS A TRUE COE,,,,,,,,,,,,,,,;u,,so,,si,,,,,,, i, 3

ss.

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County of yd that no signiscent change hos Y

ode in any of the elements described Sut.acribed ord sworn to before me in the qualincotion opproval.

this 19th day of June 19 75 CHEMETRON CORPORATION WELoose4 PftCouCTs olVIseOP6 s

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Certificate of Analysis

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Post Welding Supply Customer Ord.r No. 41595 P.O. Box 10763 1300 Seventh Avenue North Order No. $b897 Birmingham, Alabama 35202 CBIN P.O.#E009060h16-30 sh;pped 1-4-74 This material conforms to Specincotion IrelS. _4.01 REV. 3 &. QAS 311 REV. 3 Test No. 753 X-Ray Satisfactory Type E._.701A Control No. AAA075

'*d*""

0 Atom Arc 7018 Moisture @ 1800 F. 0.2%

Concentricity 3%

D.iameter s.ae:

3/16" 45,000 lb.

MATalAt ;t;,;UED CONDiT!O!O.'.'.Y WITH tct Number:

K305J1AF C'l#.INAm'O Ha Number:

629008 col"5~iMN Dowis.::ccuy,tyyAnos Nranos 70 pattow Carbon hfH-

%p QA 05'73 og Nd9 ko Mongonese

,gg Chromium

.05 Test AS Stress Nidel

.02 h

s;r; con

.28

-Results:

Welded Relieved 15 hrs. @ 115007.

Columbium

d Tantalum

~ Yield 67,000 59,000-Tensile 73,000 70,500 Molybdenum

Elongation 32%

33%

. of b a U. W.

Copper "I""

8

\\CharpyV-NotchImpa,ctsTested@-20F.

0 Phosphorus

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Impacts 27-116-129-176-178 33-85-185-189-op*sio Sulphur

.024

'197

~

Vonodium

.01 Lat.Exp. 31-81-82-96-90 33-75-90-90-9C tron 9 $82

'JAN ~

% Shear 40-60-60-100-100 30-50-100-100-Ferrite

}00 N

TmS IS A TRUE CO 4

Penna.

55 SI@'

,gr The unders.gned certiCos that this report is I

Crunty of York torrect and ther no signincent change hot been made in any of the elements described Subscribed and sworn to before me' in the qualificotjon approval.

this day of W

gov.

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CHEMETRON CORPORATION wri.olNo PRoOUCTe olvi5 tom

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Certificate of Analysis i

Post Welding Supply Customer Order No.

3669 0

-s P.O. Box 10763 Birmingham, Alabama 35202 Order No.

fi3299 _,

l.<-

shipped 1-26-73 This material conSorms to speciscation

  • WMS-401_REV.

3., QAS 311.REV. 3 Test No. 216 Control # AAA004 Type E 7018 Trode Name:

Atom Arc 7018

  • These electrodes meet the requirements of Par.

N511,3 of'ASME SEC. III Nuclear. Code.

Diometer Sze:

3/16" 58,250 lb.

Testino:

The electrodes were tested in accor-L226M dance with the requirements of NB-2400 of SEC.

Lot Number:

Heat Number:

412JH971 f the ASME Code and the applicable requir III ments of SFA 5.1.

One plate tested in the "at welded condition" and one plate post weld heat carbon

,o40 treated a minimum of 15 hrs. @ 1150 F + 200F.

Mongon***

.96 -

~

Chromie"

.02 -

Tensile Properties: Specimen Type.505" Nicliel

.Ol e AW HT Stico"

.34 UTS (psi) 75,000 '

70,000 '

O Columbium YLP.(psi) 67,500 60,500 -

d Elongation (2")

33%

34% '

yontoi m Molybdensa

.05,

Re Q of Area 76.1%

78.7%

'Y Tv e Impact Properties:

(Charov V-Notch)

C*PP*'

Test Temp. -200F. <'

Titenium Phosphorus

.007 4't. Lb.

25-54-57-68-98 1

21--120-128-129

$wipher

.019

,Lat. Exp.24-47-46-30-79 18-21-90-83-93 venedium

.01 -

% Shear 10-30-20-30-40 10-10-60-80-70 Iron y,,,;,,

NOther Te.sts:

Concentricity 4%

0 N

Moisture @ 1800 F.

O.16%

\\

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Natd 35 Co.7,ty of York

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correct and that no signinconi change hos The undersigned certines thot this report is Subscribed and sworn to before me been made in any of the elements describe'd in the qualincotion opprovol.

this 29th d*7 *f January I' 73 i

CHEMETRON CORPORATION

{

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wri,OING PRODUCTS Olvi$eQN

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CHEMETRON CORPORATION

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j wei.omo nosucte o.v sion Certificate of Analysis Post Welding Supply Cunomer order No.

3669 0 O

P.O. Box 10763 Birmingham, Alabama 35202 Order No.

69299 Shipped 1-26-73 This meteriot conforms to Specincotion *WMS-401 REV. 3 QAS 311 REV. 3 Test No. 228 Control # AAA006 /

E 7018 yyp.

Trsde Nome:

Atom Arc 7018

  • These electrodes meet the requirements of PA!

N511.3 of'ASME SEC. III Nuclear Code.

Diometw Sizei 7/32" 22,200 lb.

Testino:

The electrodes were tested in accor-tot Numbw:

A303J1AG r dance with the requirements of NB-2400 of SEC.

III f the ASME Code & the applicable require-Heat Number:

432H2311,

ments of SFA 5.1.

.One plate tested in the "a' welded condition" and one plate post weld hea Carbo"

.06 treatedaminimumof15 hrs.@)150F.+20E.

Mongonese 1.19-Chromism

.0 2 -

Tensile Properties:

Specimen Type.505" Nidel

.01 r AW HT

  • 4 1,.

UTS (psi) 77,000 '

62,000,<,

71,000 s;i;e..

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M Tentoive Elongation (2")

30% -

32% '

Redi of Area Molybdenunt

.05 '

74.0%

71.8%

I""8d**

Impact Properties:

(C)arpy-V-Nctch)

CoPP" Testing Temp. -20RF.

Titanium r

Phosphorus N

.011 d't. Lb.

96-105-116-117-158 79-106-115-150-sulphur

.023 236 Venedium

.01 l' Lat. Exp. 80-82-84-84-91 72-86-93-86-85

% Shear 60-60-70-70-90 50-60-60-80-100 f

Ferrite Ot h Tes'ts:

Concentricity 4%

' 7 ' p}

Moisture @ 18000F. 0.17%

.a 0

4

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I SS County of York

)

The undersigned certines that this report is JAN 9 1982

    • '"' aad 'ha' "* 'i'a'"**"' c h*" ha' been mode in any of the elements described Subscribed ond sworn to before me in the qualincotion opprovol, this 29th doy of January 1973

.. 4 'b', /,2 CHEMETRON CORPORATION O,, sht.

Et nfKW '/A<Sk~7iWLj witomo anooucre emnon

, s'( _f Wr w<

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4-12-76 BY

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CHEMETRON CORPORATION O

wai.o,=,nooucr.o.v.o.

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Certificate of Analysis

.^3 Post Welding Supply Company P.O. Box 10763 Customer Order No.

36690 Birmingham, Alabama 35202

.' ~

__ order No. __ 67692 Shipped This material conforAs to Specification Test No. 212 Control # AAA 002 Trade Name Atom Arc 7018

  • These electrodes meet the requirements

' of PAR N511.3 of ASME SEC. III Nucleaf Diameter Size:

1/8" Code.

62,650. Ib.

tot Number L219H1AD Testinc:_ The electrodes were teste'd in Heat Numbers 626793 accordance with the requirements of NB-2400 of Section III of the ASME Code Carbon and the applicable requirements of SFA

.050 Monsonese 1.08 '

5.1.

One plate tested in the "as Chromium welded condition" and one plate post

.02 -

@ 11500F. t 20 F. weld heat treated a minimum p Nicket

.01 -

Silicon

.45 -

@ Columbium I*"""

Tensile Properties

.05 '

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HT 79,300 -

74,300 '

Tungsten YLP (psi) 71,500 '

61,700 ~

Copper Elong. 2"

, 32% -

34% ~

Titaniunt Red. of Area 78%

78.5%

Phosphorus

.012.

surphur

.018 Impact Properties JCharov V-Notch) venedt.,,,

.02 #

Test Tamp. -2OOF. '

AS x

4t. Lb.

93-94-95-104-105 3-96-119-126-HT

,' 'Lat. Exp. 77-78-71-73-76

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20-50-80-70-9C

~ >< n

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8' * '

"*"l* * '

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'JAN 91982 Moisture @ 18000F. 0.19%

p Covaty of I

Th. undersigned coreines ihot this report is Subscribed and sworn to before me-correct and that no signincont change hos been mode in any of the elements described this 22nd doy of Jan.

19 73 la the qualincotion opproval.

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the ASME Code and the appiicabic requirements of 3/16 the SFA 5.1. One plate tested in the " as wclded" !

Diameter Sizer.

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Lot Number:

K110J1A minimum of 15 IIra @ 1150 F. +-20 F.

4,'.;

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622398 Tensile Properties Controls K010 ~

Specimen Type. 505" As Welded Heat Treated _ 3 carbon

.04 UTS (Psi) 78,000 72,500 Manuenese 1.02 YLP (Psi) 66,500, ~., 61, 00 0( j, Chronitum.

.05, l Elongation (2")

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X-Ray Satisfactory Type.E.7.Q) 8 Tc.gtingrThe electrodes wer.e tested in accordanc.~e n Trado Nomo:

Atom Arc 7018 with the Requirements of NB 2400 of Section III of 9 the ASMI Code and the applicabic requirements of

Dimoter Site:

7/32 SFA 5.1.One plate tc:.ted in the "as wclded" conditic 35,000 Lbs, and one plaic post wcid heat treated a minimum of

- L'ot Numben.

K112J1A 15 Hrs @ 1150 F. 4 -2.0"F.

HaolNu.iben 09 M814 Tensile Properties

. Contro1#

K012 Specimen 'Fyjic. 5'05" As wclded neat Trodterfft,,

J.je9 Carbon 06 UTS (Psi) 78,500 71,500-m

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  • These electrodes meets the requirements, o:

PAR N511.3 of ASME Section III Nuclear Coc i ' cloneser sser 5/32 "Y

58,800 lb..

Testing: Imr electrodes were tested iri.'.-

accordance with the requirements of NBJ24(

mobers E210m.

of SectionIII of the ASME Code and the-

Heat Number:

624255 applicable requirements of SFA 5.1.

One'.'.

Ccde No.: EEE010 plate tested in the "as welded condition"-

Corben

,o'33 and.onep'latepostweldheattreatgd.a.Q-

.90

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Chromi m t

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Tensile Properties:

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i *,

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g

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. UTS~(psi) 72,500 f.. 70 /S00;;4 o

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Itnpact Properties (Charpy' T Nih.ch)N

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Testing Temp. -20w~r c. 018

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C,rlFICATE OF ANALYSIS.

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15 hrs. @ 1150

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'67,000 63.000 5

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5 the qualincotion opproval.

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Watossee enoeucis civision t ATIFICATE OF. ANALYSIS.

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_ Bridge 8e Iron Co.

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g P. O. B62590-0406-30 Nucleaf Customer Order No.

65244 Post Welding Supply o

1300 7th Ave No.

Jtd j*

Shipped PO Box 10763 Birmingham, Ala.

This motwiol conforp'i~ts specificoh 35202 WMS wt REV. 4 &. '

@S 311 REV. 6 g

Trade Nome 7

Type er Trodamerk:

Atom Arc 701 Test No. 897 '.

Concentricity 3g

~0.1% '

'Diometer Size:

3/16" x-Ray Satisfactory -

Moisture @ 1800 F 25,000 1 Lot Numben F502N1 AF '

Test AS Stress Heat Numben 07L150 -

Results:

Welded

/ Relleved Control No. FFF014

15 hrs. @ 1150. F.

Corben

  • 04 -

Yield 67,000 61,500 mngenes.

1.06 '

i Tensile 77,500 d 72.500.. '

ch-=

Nickel

  • o3,

Eiongaelon 30.0x -

32.0x.-

Red, of Aree

  • 75.2% -

77.7%

  • 3,

silicon 2

, Columbive +

Charpy V-NotcW-impacts Tested @ -20* F.-

Tentalum i Molybdenum

.05,

Ispects v 53-87-100-114-124 19-110-116-122-185 I""**

Lat. Exp/

46-67-74-85-81 23-89-80-89-72

% sheer 20-70-50-80-80 25-70-70-70-100 l

Copper

.07 j

i Titanive This electrode meets the requirements of Chicago. ~

' Phosphorus

.012-Bridge s. Iron Welding Specification WMS 401 REV..

sulphw

.016 4 s. ps 311 REY. 6 and ASME SFAS.I.

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1 Venedium

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t ity of ' York i

'lAN 9 1982

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t correct and that no signiAcont change hee f been mode 'In any of the eleme'its described '

%d aad s=wa r. bef** **

in the quotincotion approv i.

}ISth 4,y og July 1, 75

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,a CHEMETRON CORPORATION, ',

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