ML20059A034

Audit Rept 10, QA Dept Audit of Erection of Southeast, Northeast & Southwest Quadrants of Containment Vessel Bottom Liner,Knuckle & Toriconical Sections to Elevation 95 + 3

ML20059A034
Person / Time
Site:	Crystal River
Issue date:	04/19/1971
From:	Hoffman C GILBERT/COMMONWEALTH, INC. (FORMERLY GILBERT ASSOCIAT
To:
Shared Package
ML20059A006	List: ML20059A003 ML20059A009 ML20059A013 ML20059A018 ML20059A031 ML20059A034
References
NUDOCS 9008220102
Download: ML20059A034 (63)

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Gilbert / Commonwealth engineersandconsultants

@a, llig P 0. Som 1498, Reading, PA 196031498 ITelephone 215 775-2600, Cable Gilasoc / Telex 836-431 July 23,1990 Mr. R. T. Bowles FCS-11733 Nuclear Project Management Engineer W.O. 04-5515-704 Florida Power Corporation Small Account #00057 P. O. Box 14042/C21 Contract NPM007BD, WA #004 St. Petersburg, Florida 33733 Attention: Mr. J. A. Lese Re Crystal River Unit 3 Containment Liner Test Channels Stress Evaluation Ref:

Small Account No. 57 Action By:

N/A

Dear Mr. Bowles:

The containment liner test channel system at inaccessible liner seam welds was physically tested during construction of the reactor building. Test pressures and conditions associated with the structural proof test, represent the controlling case of non-self limiting loads that the channel attachment to the liner will experience over the life of the plant. Calculations demonstrate that stresses in the test channels are low and within allowable limits when subjected to the pressure load of the containment s.tructural proof test.

Test channel strains were also evaluated assuming strain deformation compatibility with the containment liner to evaluate the global response of the channel sections. Resultant strains are within permissibles of the ASME Boller and Pressure Vessel Code, Section Ill, Division 2.

e

/

Documentation of the above analytical evaluations is contained in the following

/

DI-5515-704.57-SE, Rev. O DC-5515-704.57-SE, Rev. O Coples of the above are attached for FPC's records, if there are any questions, please advise.

TDB REY flg Very truly yours, cc:

W. W. Nisula 1

R. T. Bowles (2) 4 w

l J. A. Lese (W/ Attachment)

T. D. Biss i

A. Petrowsky Pro t Stru tural Engineer R. E. Vaughn (2)

D. D. Krause L

i P. M. llevalow (2)

R. E. Vaughn #

Project Manager Green Hills, Reading. DA 196031498. (215) 775 2600 * $25 Lancaster Avenue, Reading.PA 196031498 (215)775 2600 320 Cedar Bluff Road. Suite 300, Knoxville,TN 37923,(615)690 4389

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, ably ased ting SPECIFICATION FOR LOW AND INTERMEDIATE TENSILE STRENGTH CARBON M-Y STEEL PLATES OF STRUCTURAL QUALITY elts (identical eith ASTM Specification A 28M71

• of eaa.

Sosps test specimens aball conform to the n-(d) For materialover 3) in. In thick. ;

1, This spec!6 cation coversfourgrades quirements as to tenaile propertles pre-ness, a deduction from the percentage of by of orbon steel plates of structural scribed in Table !!.

elongation in 2 in. specified in Table 111 da 1

quality for general application.

(4) For material under 4 in. la thick. of 0.50 percentage points shall be made I

, ent-

Ing General Requirements for Delivery noes a deduction from the percentage of for each increase of elongation in 8 in, speci6ed in Table !! thickness above 3) in. This deduction

a

2. Material furnished under this spect. of 1.25 percentagepoints shall be made shat! not exceed 3 perc ute 6 cation shall conform to the appikable for each decrease of fr in, of the speci6ed requirements of the current edition of thickness below A in the speci6 cation for General Require.

• • '8 e

awnts for Delivery of Rolled 5 teel (c) For material over { in, in thickness i

all Plates, Shapes. Sheet Piling, and Bars a deduction from the percentage of

6. De bend test specimens shall stand h

for Structural Une (ASTM Designations elongation in 8 in, speci6ed in Table II being bent cold through 180 des without all g

g A6),

of 0.50 percentage points shall be made cracking on the outside of the bent for each increase of i in. of the speci6ed portion, to an inside diameter which hat T

r pruees thickness above t in. This deduction shall have a relation to the thickness of d

3. ne steel shall be made by one or shall not exceed 3 percentage points, the specimen as prescribed in Table III.

I

)rd more of the following processes: epen.

hurth, bule esygen, or electric. furnace.

TABLE !!.-TENSILE REQUIREMENTS.

ondeA ondea onde C osede D 2(*

Chealeal Composities so coo w as ooo w ao coo u.

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4. When subjected to the ladle and as ooo

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,.u check analyses, respectively, required 'ay Yield point, min. pai.........................

se coo of coo ao ooo as coo l in.

the provisions of Specl6 cation A 6, the Ei.neauu. in s te., mia, por ee t'. o...........

37 sa sa an ily steel shall conform to the mquirements as to chemical compoaltion prescribed in E3****"**'*8l'""'**8"'"*"""""""

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. The upper 16mit of 7s.000 pai. shall be inerensed by 3000 pet for seaterial over IM la. to thlet.

nd

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TABLE I.--CHEMICAL REQUIREMENTS.

TABLE.!!!,-BEND TEST REQUIREMENTS.

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3rt Tbkhs ses of Meterist. la.

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lH 2

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2H 3H 3H or O nt 4..

2H 3-3 4

• The above ration apply to the bending performance of a test specimen only. This specimen le al.

Tenalle Propurtlee ways taken in the longitudinal direction and usually has some eden preparation. Where plates are to be tent in a fabricating operation, more liberal bend radii must be used, particularly if thin tend

$. (e) Material as represented by the use le in the unfavorable consitudinal) direction.

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CONCURRENCE WITH SELECTION OF VERIFIER ($):

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EXTENT OF VERIFICATION:

COMPUTER PROGRAM USE (J APPLfCABL$);

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MM PROGR AM 15 VALIDATED PER DCP 1.40 AND H A$ BEEN USED WITHIN THE ESTABLl5HED LIMITS P "08 "" """ U 5) 0F YERIFICATION A$ $HOWN ON THE PROGRAM VERIFICATION RECORDS. A COPY OF THf l

HAS BEEN SENT TO THE MANAGER OF ENGINEERING SERYlCES.

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PROGRAM ll NOT VALIDATED OR NOT U$ED WITHIN THE LIMITS OF VERIFICATION. THE PROGR AM ll YERIFIED TOGETHER WITH THi$ CALCUL ATION Al DESCRIBED BELOW.

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ATTESTATION:

l TH15 DE$lGN VERIFICATION WAS PERFORMED IN ACCORDANCE WITH DCP 2.05.

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7-23*90 VERIFIER'S SIGNATURE DATE S

COMPLETlON *)F VERIFICATION:

Db 923-To PROJECT ENOtNEER'S $3GNaTURE DATE

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Mill test reports.

b t/q d.

Tensile test reports of buttonheaded wire coupons tested in tension.

e.

Inspection reports prepared and submitted to the Owner for l

each visit to the Supplier's plant indicating the status of compliance for all i nspections performed.

f.

Corrective action measures initiated as necessary to assure a quality product.

g.

Certificates of inspection indicating acceptance of completed -items according to specifications submitted j

to the Owner.

5.2.2.4 Reactor uilding Liner. Anchors, and Penetrations, The materials for the various portions of the containment liner system were as follows:

l a.

The main liner shell excluding the basemat plate, the knuckle plate, and the thickened portion of the cylindri-cal wall plate in the area of the. crane girder bracket, and i

reinforcement around some penetrations conformed to ASTM A i

283 Grade C with a minimum copper content of 0.2% and 3/8 j

inch thick.

b.

The basemat plate and knuckle plate conformed to ASTM A 283 Grade C and were 1/4 inch thick and 3/4 inch thick, j

respectively.

1 c.'

The thickened portion of tie cylindrical wall plate in the

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area of the crane girder bracket,'the, reinforcement around penetrations, and the plate.for' fabricated penetraton i

sleeves conformed to ASME-ASTM SA-516 Grade 60 or-Grade ~ 70 1 I

and the penetration sleeve materill'also; met ASME-ASTM SA-300 for impact properties.

1 The. plates which are welded into the containment and which are subject to significant, design loads normal to thet.r surf ace nave been ultratonically inspected to ensurs that the steel is free from gross internal discontinuitles such as pipes.o ruptures, and laminations-The procedures and acceptande standards were in.accordance with ASTM A-435.

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NOTE:

1 Interior closure plate fer penetration no. 353 is. SA-36

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with chemical, physical, and impact tests.

Impact testing i

was conducted at 5'F.

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The remaining penetration sleeves met the requirements of ASME-ASTM SA-333 Grade 1 and SA-360.

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The liner attachments, anchors for polar crane support, and rolled sectiont., including test channels and stiffen-j ers, conformed to ASTM A 36.

f.

The mechanical penetrations and the locks conformed to one of the following ASME-ASTM standards:

SA-312, SA-358, s

SA-240 Type 304, SA-106 Grade B SA-333 Grade 1. and SA-516 Grade 60 or Grade 70.

ail of the mechanical pene-l tration materials met the impact requirements of SA-300.

(See Note 1 on Page 5-33) i g.

The materials that constitute the pressure boundary of the electrical penretrations were as follows:

i 1.

Canister SA 333 Gra(g 1 i

2.

Header plate SA 240 Type 304 3.

Weld ring SA 516 Grade 70 to A 300 In addition, the materials and fabrication of the penetrations, the penetration sleeves, and the locks met the requirements of ASME Boiler and Pressure Vessel Code Section III Class B.(3).

(See Note 1 on Page 5-33) i 5.2.2.4.1 Codes i

The reactor building liner and penetrations conformed in all respects to the applicable. Sections of ASA N 6.2-1965 (17).

The persont.el access locks, the portion of the equipment access door

/

extending beyond the reinforced concrete shell, and tii, internal primary pressure boundary of all penetrations conformed. to the requirements of the ASME Boiler and Pressure Vessel C' ode' Section

. i III. Class B.

The selection of materials considered. a lowest service aetal temperature of 120*F within containment ~and'+25'F i

outside contai nment.

The principal load carrying components of, ferritic materials for the reactor building liner, penetrations, and locks were selected and tested to conform to the impact requirements of-ASME-ASTM SA-300 Class 1 and ASME Section III Class B which had a minimum impact test temperature of 0*F.

(See Note 1 on Page 5-33)

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@o % ci-Q 5.2.2.4.2 Material Certifacation and Traceability All materials in the liner, penetrations, and anchors had certified. mill test reports.

The weld materials had certificates of compliance or typical certificates of_ analysis.

The plate materials for pressure parts of the personnel access locks including inserts were tested at the fabrication shop on a per slab basis to assure compliance with the applicable ASTM Specifications.

These tests included the.following:

a.

Impact testing to ASTM A-300 Class 1 b.

Tensile test c.

Bend test d.

Check analysis-By use of markings or as-built drawings, each part of the main liner and pressure boundaries is traceable to the actual mill test reports.

5.2.2.4.3 Welding Requirements 4

The qualification of the. welding procedures and welders was in accordance with the requirements of ASME Boiler and Pressure

(

Vessel' Code Section IX.

In addition, those welds designed and fabricated to ASME Section III Class B were qualified under-i Paragraph N-541'of Section III.

Tne repair of welds was in accordance with Paragraph N-528 of~ASME, Section'III,=and in accordance with repair procedures approved by the Owner and/or the Engineer.

The weld porosity was controlled by proper weld control, and the acceptance criteria for porosity in welds that were radiographed was Appendix IV of Section-III.~ Low hydrogen electrodes were used except for cover passes and submerged arc 4

welding.

5.2.2.4.4 Quality Control and Nondestructive Testing Butt-welded joints.in the main liner shell and in the dome were examined by the following methods l

a.

100% visual inspection i

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l b.

20% liquid penetrant examination c.

100% vacuum box testing or leak testing i

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2% spot rad 4' graph examination

'I Butt-welde4 joints in the personnel access locks andEin the penetrations and'the reinforcement around the openings were i

J examined by full radiography and other methods called for by ASME Section III Class B and were also vacuum box tested or leak tested.

Nonradiographable joint details covered by the ASME Section III l

Class B requirements and the polar cra.:4 support welde were 100%

examined by visual and.either liquid penetrant or magi. etic l

particle methods.

All other-joint details in the liner, sumps, anchors,:etc., which were nonradiographable were examined by-the following methods:.

a.

100% visual inspection t

b.

20% liquid penet ant or magnetic particle examination c.

100% vacuen box or leak testing I

Full radiography was in accordance with Paragraph N-1350 of ASME, section III.

The procedures and acceptance critoria conformed to J

Paragraph UW-51 of ASME,Section VIII.

Spot radiography.was in"accordance with approvod. procedures and

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governed by the.cneptance criteria of Paragraph UW-52 of ASME,Section VIII and parosity charts of Appendix IV of ASME,Section III with the fc11owing conditions:

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a.

Two percent of the welds covered by spot radiography'were

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examined, excluding repairs.

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i b.

The 2% was approxinately 2% of welds of each welder.

a c.

The frequency was 12 inchas in every 50' feet of welding.

i r

Liquid penetrant examination methods and acceptance criteria were in accordance with. Appendix VIII of ASME, Section~VIII.

Mr;aetic particle examination methods and acceptance. criteria were in accordance with Appendix.V1 of ASME,Section VIII.

5.2.2.4.5 Pressure Testing of Airlocks s

Test connect' ions are installed in the airlocks as a part of the per.nanent installation which will allow pressurization' of.the airlocks to the calculated peak containment pressure and in O

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