ML20210B058
| ML20210B058 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 11/03/1983 |
| From: | Brandt C TEXAS UTILITIES ELECTRIC CO. (TU ELECTRIC) |
| To: | |
| Shared Package | |
| ML20197F755 | List:
|
| References | |
| FOIA-85-59 QI-QP-11.14-3, NUDOCS 8601270354 | |
| Download: ML20210B058 (19) | |
Text
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l INSTRUCTION ISSUE
, TE.XAS UTIUTIES GENERATING CO.
NUMBER
, AEVISICN DATE PAGE CPSES i
I QI-QP-11.14-3.
9 1 f5 NOV 3le l
l FREPARED Bl.L_Z", rwpsyf f _7 XJ INSPECTION OF r
- TE STRUCTURAL /
7 /
MISCELLANE0US APPROVED BY:
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STEEL WELDING DATE
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APPROVED BY:
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1.0 REFERENCES
( }bl$Vf-1-A AWS D1.1-75, " Structural Weldin 1-B WES-16, " Welder Qualification tithik E
E E &m 1-C CP-CPM-6.98, " Weld Filler Material Control"
-I 1-D QI-QP-16.0-5, " Reporting of Base Metal Defects" j
j 1-E CP-QP-16.0, "Nonconfomances" i
l 1-F QI-QP-11.14-1, " Inspection of Site Fabrication and Installation of Structural and Miscellaneous Steel" l
t 1-G CP-QP-18.0, " Inspection Reports" l
1-H CPM-6.3, " Prepa rati on, Approval and Control of Ope ration l
Travelers" i
1-I WES-029, "Wel di ng Speci fication for Field Fabrication and Erection of Structural Steel" t
2.0 GENERAL 2.1 PURPOSE AND SCOPE The pu rpose of this instruction is to provide guides for visual inspection of welds in accordance with Reference 1-A l
on safety-related/non-safety-related structural /mi scellaneous steel other than cable tray and conduit supports (which are governed by their own procedures).
3.0 INSTRUCTION i
3.1 WELDER QUALIFICATION VERIFICATION i
The QC Inspector shall veri fy that the welder assigned to l
pe rfom the activity is qualified to the applicable procedure by checking the Welder Qualification Matrix, rucco c4 8601270354 851212 PDR FOIA GARDE 85-59 PDR L
I 1
INSTRUCTION I
REVISION NUMBER O
E PAGE
' TEXAS UTILITIES GENERATING CO.
CPSES QI-QP-11.14-3 9
g l 2 of 5 3 MJ j Reference 1-B.
The QC Inspector shall initial /date by the Weld Filler Materi al Log entry for which verification is pe rfonned.
3.2 SURVEILLANCE INSPECTIONS The following random inspections shall be perfonned by the QC Inspector.
The frequency of these inspections shall be detennined by the Quality Control Supervi sor or his designee.
3.2.1 FIT UP On a random ba si s, the QC Inspector shall veri fy the following:
a.
The weld joint surfaces and approximately one inch adjacent to the weld shall be clean and free of moisture, rust, oil, grease, or any type of protective 3
coating. Cleaning may be accomplished by wire brushing, filing, or grinding. Oil and grease should be removed by a stoddard solvent, "Varsol", or approved equal.
b.
Mismatch (for butt joints) does not exceed 1/8 inch.
c.
The gap between parts shall not exceed 3/16 inch and the weld size (leg length) shall be increased by the amount of separation.
d.
For butt welds, root gap is as specified on fabrication f
drawing or applicable welding procedure, e.
Tack welds which are to be incorporated into the final weld meet acceptance criteria of Section 3.3.
Defective tacks shall be repaired or removed.
l 3.2.2 PREHEAT l
i The Q(/ Inspector shall randomly verify that preheat is in accordance with the applicable welding procedure.
Preheat should be measured with temperature indicating crayons or i
approved equal.
I I
3.2.3 WELD FILLER MATERIAL VERIFICATION l
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The QC Inspector shall randomly verify that the welder is l
using electrodes properly issued in accordance with Reference 1-C.
Perm pee.1 TUGCO CA
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i INSTRUCTION ISSUE REVISION NUMBER DATE PAGE TEXAS UTILITIES GENERATING CO.
CPSES dcJ l 3 of 5 l
QI-QP-11.14-3 9
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i 3.3 VISUAL INSPECTION I
I 3.3.1 Fit-up Inspection A fi t-up ins pection shall be perfo nned for all full 4
3.3.2 Final Weld Inspection After completion of welding, the QC Inspector shall verify l
that the welder has permanently marked the weld with his 10 symbol adjacent to the weld. The welder ID shall be recorded on the IR, or Construction Traveler as applicable.
The QC Inspector shall also inspect the weld for the following:
l All welds required by drawing are completed and that no I
addi tional welds have been added wi thout approval of the Design Engineer.
The following visual weld inspection criteria shall be vsed g
when verifying acceptability:
l 1)
All welds are free from cracks, and slag or slag l
inclusions.
2)
Thorough fusion exists between weld rnetal and base l
metal.
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3)
All craters shall be filled to the full cross section i
of the weld.
4)
Welds shall be free from overlap.
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5)
Weld undercut shall not exceed 1/32 inch.
i 6)
Weld profiles shall be in accordance with Figure 1.
7)
The sum of di ameters of piping porosity shall not exceed 3/8 inch in any linear inch of weld and shall
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not exceed 3/4 inch in any 12 inch length of weld.
f 8)
Area of interest is free of arc strikes in accordance j
with Reference 1-F.
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%g, TUGCO CA
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INSTRUCTION ISSUE t
TEXAS UTILITIES GENERATING CO. l DATE N
CPSES QI.QP-11.14-3 9
lNOV 3 ;g3 4 of S I
9)
Fillet weld sizes shall be checked with a fillet weld gage (fibrenetal or equivalent). When space limitation restricts the use of a fillet weld gauge other approved measuring devises shall be utilized as directed by the QA/QC Supervisor or his designee.
The weld size shown on the drawing shall be the mininum required weld size, except that fillet welds in any single continuous weld shall be permitted to be 1/16" undersize (without correction) provided that the portion of undersized weld does not exceed 10% of the total weld length.
NOTE:
Welds which do not neet the above size I
requirements shall be corrected.
If l
condi tions are not correctable, they shall g
be reported in accordance with Reference 1-E.
The QC Inspector shall verify that unacceptable welds are repaired by removing the weld material as required by grinding, machi ni ng, chipping, oxygen gougi ng, or air ca rbon arc gougi ng, and the su rface thoroughly cleaned prior to i
rewelding.
NOTE:
The extent of weld metal. cracks shall be ascertained by acid etching, MT, or other equally i
positive means.
The weld metal shall be recoved 3
2 inches beyond the end of the crack before rewel di ng.
l I
3.4 WELD REPAIR Weld repair shall be perfomed and. documented in accordance l
with Reference 1-I.
3.5 BASE PETAL DEFECTS Base metal defects shall be reported in accordance wi th Reference 1-D.
3.6 DISCREPANCIES Discrepancies found during insepction shall be documented on I
I the IR and/or a NCR per Reference 1-G and 1-E respectively, j
as directed by the QA/QC Supervisor.
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TUGCC CA
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l l INSTRUCTICN l REVISION ISSUE CATE PAGE l
TEXAS UT1UTIES GENERATING CO.
NUMBER l
CPSES l
l QI.QP-11.14-3; 9
3 1903 5 of 5 i
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t TEXAS UTILITIES GENERATING CO.TIPA.NT
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OFFICE MEMC R ANDUM i
To Historical File Glen Rese. Texas
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\\ll subject Re-nurberine/ Deletion of Procecures / Instructions
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This Peccecure/*nstruction c'J Wf'</" -
has bee'1 deleted as of this cate.
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FOR It.;70mr.r,,,n., ONLY s
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F01A-85-59 3/L-34
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BrownfSRoot,Inc. Post orrice sox 1001 oien nose. Texas 7eo43 M-A^m
)
BRF #11298 March 26, 1984 Mr. J.T. Merritt, Jr.
Texas Utilities Services, Inc.
P.O. Box 1002
%d I Glen Rose, Texas 76043 Texas Utilities Services, Inc.
Comanche Peak Steam Electric Station Approval of Welding Procedure Specification
Dear air. Merritt:
Attached is a copy of Welding Procedure Specification WPS-10046, Rev.9 for review and approval by Texas Utilities Services, Inc.
This Welding Procedure Specification is to be used in conjunction with the following Brown & Root Specifications:
WES-029 WES-031 g
Please review / approval subject procedure at your earliest convenience.
~
Very truly yours, BROWN & ROOT, INC.
h s y;t-1 n D.C. Frankum Project Manager p'
g4 DCF/WtB/JEk/ tin APPROVED:
i Attachment cc:
J.T. Merri tt 8"27'8/
r 9
ARMS (0)
J. Keller J.y. Merri tt, Jr."
Date
[pfgr. & Const. Mgr.
F0lA-85-59 B437
BrownURoot.irx:.
(
INTEROFFICE MEMO IM - 26964 March 26, 1984 TO:
G.R. Purdy FROM:
W.E. Baker
SUBJECT:
Approval of Welding Procedure WPS-10046 Rev. 9 Attithed is a copy of Welding Procedure Specification WPS-10046, Rev. 9 for your review and approval.
This Welding Procedure Specification is to be used in conjunction with the following Brown & Root Specifications:
WES-029 WES-031 Please review / approve subject procedure at your earliest convenience.
MAJJ W.E. Baker Sr. Project Welding Engineer APPROVED:
e r ~.<-
s&de Project QA Manage O
'Date qN WEB /JEfi/ tin cc:
File
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WELD PROCEDURE SPECIFICATION - INTERIM CHANGE NOTICE
(
- \\1.ATEST ICN No.
I to WPS 10046 Rev. 9 The following Interim Chanae Notice is being submitted at this time in order to expedite the revision of a non-essential variable in a Brown & Root, Inc.
Weld Procedure Specification.
ICN No. 1 Changes /Mditions:
3/20/84 Date J-M /v>" k.
On page 2 of 2 under the stud joint design add:
e
~
Material type: ASTM A108. Add "and DCA 3922."
PhT to the end of the first sentence of the note.
14 I
h PQAM f
Abf D.
and/or P 5555 DM ICN No.
Changes /Mditions :
Date PkT l-PQAM
~
Changes /Mditions:
Date F*aT PQAM PDM and/or P 5555 DM ICN No.
Changes /Mditions:
Date PkT
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=
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10046
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Brownf5 Root Inc
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AWS 01.1-77 WELD PftOCEDURE SPECIFICATION Prequalified &
AW-BB31a Rev.1
- P A 88602 Pev,0 CP-AWBB301 Rev.0 Grouc 1 or 2 of WFS-029 7. Groun 1,2,3, or 4 of WES-079 gp,gggg g p g
sess h w,sens p,
,g.,)
Shielded Metal A""
CP-AW38302 Rev.0 CP-AWBB604 Rev.0 l
Y png rq pai,, u,,,g m AWj A5.I m E70lxN'"
N/A Th pw m N/A pm N/A
% g,,
Si"OI saws e easeaw.Pam Multinle seis s e neutew. Are e
Reve rse Di rect p%
w,es, w Ms.le of Moemi Tru,ufer N'A Saa Nc+a 1 r=
- Grindire. Drueinc. r*31en3nc gasseng see Note 3 5ee Note 2 i,,, T n
pm P menew MuseT m N'A
" " P""A " 8 (Prequalified Only) pass sucTucos wetoms cuanew y
no.
4.s im as u m.raca
,,,y,t All 3/32" E7018 70-110 20-26 Refer to Figures thru 6 of l
or WES-029 for preou.lified Shielded 1/8" E7018 90-160 20-26 Metal Arc Welded ooints.
or 5/32" E7018 130-220 22-28 or 3/16" E7018 170-250 22-28 See page 2 of 2 for additional joint details.
Hote: *3/16" diame ter elect tdes are not applicable to vertic il and ov( rhead pc sitions.
AcofT1 codal oATA
- 1. Groove welds made without the use of backing shall be root gouged before welding of the backside.
- 2. Preheat shall be as follows:
Thickness Groups 1,2, or 3 A572, Grades 55,60,65 A514,A517 To 3/4" incl.
70 F 70 F 70*F Over 3/4" to 1-1/2" incl.
70*F 150*F 125'F Over 1-1/2" to 2-1/2" incl.
150* F 225'F 175*F Over 2-1/2" 225'F 300*F 225"F
- 3. Maximum interpass temperature is not required for materials other than those reipt" AU',@Q listed below,
{ y Q l,'.
Thickness A514, A517 To 1-1/2" incl.
400 F
'I Over 1-1/2" 450*F P ", @ l M E O l M O !
WUllu,,Lluiw w I.
See race 2 of 2 for additional date rneruanca amovAL oan L k nLM s/vlx rnemer:
ents
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ob/k MJf;"""* ***~""
b/v/cio mm
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2 WELDING PARAMETIPS (pipejointdetail) y,*o Pass stscinces wetoi=o cunaeve NO.
AAert A LS WOLTAGE yeavgt All 3/32" E7018 70 - 120 18 - 27 1/8" E7018 90 - 160 18 - 27 See additional data below AD0lT10NAL DATA Diameter:
3/4" - 4" Diameter:
4" - Unlimited g
Thickness:
.063"
.674" Thickness:
.187" - Unlimited Root:
5/32" to 3/16" Root:
3/16" to 1/4" Land:
0" to 3/32" Land:
0" to 3/32" Bevel angle: 37 1/2*
Bevel angle: 37 1/2*
Additional Qualified Joint Details Root: 3/32" min.
Land:
0" to 1/8" Root: 1/4" min.
Bevel angle: 45*
Land:
0" to 1/16" Base metal thickness: 3/16" Bevel angle: 30*
Effective throat: 3/16" Note: This joint design T -N 1 to be used with 8
60 l
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DCA 7974. Other 8
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use requires writ-
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45*
45 ten permission s'
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from PWE.
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Diameter: 3/8" or 1/2"
' 45 5-
- e J Root:
0" to 1/32" Root:
0" Land: 1/32" max.
Land: 1/8" Bevel angle: 45* chisel point Bevel angle: 45* X 60*
,omn,o,Agop;14Jgy,}
emesses a noor,isse,
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2-23 79 oars WELDING PROCEDURE QUAL.lFICATION RECORD PER AWS D1.1
~l peocscuna noeness as A106 Gr. 8 Te A106 Gr. 8.m 432"
- oes, 6"
- Ole.
A' To Unlimited Quaisned Rg.Tlmsk
.187" To Unlimited j
w.wm., pww Shielded Metal Arc pas,een 6G Urwaed p, wies,a ipy men,,
70"F; 70"F - 500"F
'puesr assis. sess.
15.1 Cime E7018 sies 3/32",1/8" sangie se newsoes p.m Multiole sinigse er newe Are Sin 918 Single "V",' 75" included angle 3/16" root oeening w.w w T, i
3/32": 90-105 3/32":23-23 3/32": 4-6 weetne C.,,,
- t. Tree OCMP Amers 1/8"* 120-140 ves.1/8". ??.2! spee 1/8"*
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Rose 7,eeenione Neae
.cenemmewe la e i O. se e no aiae 0. es. O
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Pen w N.= T,em n,
Nene 7tsT No Radiograph Examination per AWS 01.1, para. 5.10.1.3: Sa tisfactery RtDUCSD SECTION TENSil.E TEST 4
'"*'e as amaa amn aman secressa aso.
uscarmee or a44tuas mOTM twica 2
Loao. Las eT1tE55. P98 g.
Figura l
e in t.3 Fat i.736"
.335"I.247 19.220 77.813 Weld Watal Figure
!.10.1. 3ra z
,730"
.336"
,245" 19,040 77.714 Weld Metal autoso et Ao Tas7 - Tvet poensew me. l nesutt secessame.
mesut.r F1sure
, Figure l
5.10.T.3J81 Sa tisfacterv 5.10.1.3J83 e t % et -r a
rigure t
5.10.1.3J82 !
Sa tisfactory 5.10.1.3Je4 sa tisfacter >
wo w se,pse e Den f.. #1ra C:emer pen. 4EU-0A 7704 sessie N/A Teeu Censuetod ev Materials Encinegefne 1.sh t,es, No.78-309 We marfy met wie statements in ** resseW are ese, set ared tnet wie proemdure Cuesinertwo teet weege.,,e prese,og, som
.k sed es.4ed W emmereenes wie vio. _ _._. of AWS 01.1 Cade.
Bravi 4 Reet. Inc.
Canssusa,
t%4.L3,/179 W W -s; ;
,em a CP AWB9602,C
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eacwa a aoof.ime-11/21/83 Rev.
OAT L
Page 1 of 2 WEl. DING PROCEDURE QUAI.lFICATION RECORD PER AWS 01.1 1 PmoctDumE goes asseeries itTw 114 Te ASTM A?S
, Thiek.
1/9" Die.
N/A
.750 "
- Dia.
N/A T,
N/A Quesssed Range. Thick 197 To Ws6 ding Presou(ed Chielded Wetal Ara i
t 60*F - 500*F Pomoon IG.2G 3G.4G Preheet 3, IPT Ran,e l
3/32" 1/8" i
Filter neetes, sesc.
AuS 5.5 cm E7018
_ s;,e I
sincie s e e, w e,se P...
mat 4 ele
% o, ut e 4,e 45' bevel anale 3/32" min. root opening 3/16" effective thrwt 8 Mini esaetration sineT* bevel creeva weld-3/16" max. depth of croove Weed,leint Type 3/32" 105-110 22-23 6"
Wadene Cweent. Type _ Of **et Aners 1/9" 140-150 vote. 22-24 ipu 4"-7" Reet Tresement N/A
. ConewnelWe insert O. s.cmiae alas O. c.e C
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Postweed Hest Treetment 4/3 See Sucolemental te$t TESTING
- REDUCED SECTION TENSILE TEST oruewstows AmeA ULTinaArs ULTinsAft LocAf ton OP P AILupt
,,g
_mOTM TMsCE LOAO LSE STRESS.P53 l
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l autoED 8ENO TIIT -TYPE Per Fig. 5.10.1.3E & 5.10.1.3J muem=o.I l
assut7 specruem No.
assuLT l 3G - R & F l
Satisfactory 14
- & F Satisfactorv i 4G-R&F Satisfactorv M.ote sati s nete, v ANO 8398 Stamp Weeders Name Fr 4 Nfchels 441.74.ge27 Coch No.
Tseu Conducted 8y Jf"e" 58fte La6 No.
CP-018 We certity thet the statements m this record are somet end taet the Procedure Quefirication test weeds were preeered, welded snd tested in accordance with the roovirements of AWS D1.1 Code.
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Brown & Root.!nc.
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SUPPt.EMENTAL TESTS
- = =. 2
.'e 2 MACROETCH TEST: Per AWS 01.1 para. 5.10.2, 5.11.2 & 5.12.3 IG
- 1. 8/32" 9/3h" 3G
- 1. 11/32" 11/32"
- 2. 6/32" 8/32" Average 8/32"
- 2. 8/32" 8/32" Average 9/32" 3, 10/32" 9/32"
- 3. 7/32" 11/32"
--2G
- 1. 6/32" 6/32" 4G
- 1. 6/32" 7/32"
- 2. 7/32" 7/32" Average 6/32"
- 2. 8/32" 8/32" Average 7/32"
- 3. 8/32" 6/32"
- 3. 8/32" 8/32" Overall average 7/32"~ Penetration required 3/16" TESTING Per AWS 01.1 Fig. 5.10.1.3E 1 5.10.1.3F MEDUCEO SECTION TENS 1LE TEST O'Me WC NS AntA ukTIMA f t ULf1 Matt LCCATICN CF F AILURE LOAO, LBS ST18 tts. PSI l Th.cn
. v.t O T >t lBaseMetal l.3438 27140 78.940 l1.508
.229 1G #1 1G e2 1.506
.199
.2997 22130 73.840 Base Ntal
~
l79.161 l Base Metal l1.502 !.200
.3004 23780 2G el 2G 87 1.504
.204
.3129 22720 72.634 Base Metal l1com
??s
.3171 2a!!O 71.153 Base N tal 1c #1 l 1.507 l.236 l.3556 l 26230 f73.762 Sase Metai 3G #2 l
4G #1 l 1.507
.215l.3240 237A0 73.395 Base Metal
.3236 23480 f72,558 Base Metal 1.505 !.215 4G #2
?
I we crevers eius it.c ssairner.es ne it.h trened are currers 4,nl slut tiiv tesh wree rondi.cted ni accordance E.sli re)R N, ' f?-AWRR602 Dev O and the tr9aiteri'en...r aWS 01.1 5.gned RRCW N A DCff". f Nf' Dete 17!E/93 In
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anom neoT INC-Pa.,,oCP-AWBB301 Rev.0 oars _2/14/64
(
Page 1 of 2 WELDING PRCCEDURE CUALIFICATION RECORD PER AWS 01.1 I
lPaccEDURE sene m.i.n.a AST'i A588 To ASTM A588. Thid.
1.00" Di N/A Unlimited Onasirfied Range. Thad IO7" To Unlfrited
- Dia, 2d" To chielded Metal Arc w wi.,pww 1G.2G,3G,4G p,w a a IPT Rarige 70' - 440' p.,,
E7018
=a.3/32" l/8" 5/32*
paier u.tas. s,w.
AWS S.5 c
Single or Multip6e Pus Pulti0Ie 51agte or %siop6e Art Sin 91e weedwt Typ. Sincie bevel croove weld-30' bevel anqle,1/4" root cao,1/16" max. Land 3/32" 100 22 3.5" w.w.no current. Typ.
Di rec t Ames I/8" 140-155 v.,a 22-23 ip.d 3.5"-7" i
5/32" 185-190 23 5.0"-7" R t Tr.a m.nt S -kina bar
, con
,,,,nde i,,,,rt O. s.=suae Rias O. i= 0 N/A l,
Posassed Hest Tr.coner, TESTING
- See Succlemental Test Results l
REDUCED SECT 1DN TENSILE TEST eive= sic =s ansa utrtnsare utnesare LocArtoNcPra Luns m,,,,,,
WHOrH TM4CK LoaO. LSS Srn E55. PS3 I
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l GUIDED SEND Tt37 - TYPE SPEC 3 MEN NO.
negut?
EPOClasg4 NO.
nESULT ANO w,w,,,u,,,,,
Fred Nienols 463-74-9587 goa u, B398 g%
CP-022 T se ce dum ser Jimv Hit
- w No.
we refy em me itsomenu in mis r nord are corr ct and met me Procedure cuadifiem n test 6es
- r. pr
- d. !,.es.d arid tested in assordense une the requirements of Aw$ D1.1 Cose.
Brown & Root. Inc.
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.b HOUSTON. TEXAS CP-AWBB701 SUPPLEMENTAL TEST RESULTS Page 2 of 2 Radiographic Test: Per 5.10.1.3 - Satisfactory i
Mechanical Test: Per 5.10.1.3H
'i 1G - SB1 - Satisfactory 3G - SBl - Satisfactory SB2 - Satisfactory 582 - Satisfactori, SB3 - Shtisfactory 583 - Satisfactory' SB4 - Satisfactory SB4 - Satisfactory t
2G - SBl - Satisfactory 4G - 581 - Satisfactory SB2 - Satisfactory 582 - Satisfactory
-~
SB3 - Satisfactory SB3 - Satisfactory 584 - Satisfactory 584 - Satisfactory
\\
TESTING REDUCED SECTICN TEN!!t.E TEST Per Fig. 5.10.1.3F j'"[11 M**^"
Q"
^"**
i.ocarma ce raiwns spectasem mo.
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1G #1 1.501
.932 1.399 120,600 86.204 Weld rnetal i
1G #2 1.4951.901 1.347 111,700 82.925 Weld metal 2G 81 1.497
.973 1.457 126,700 86,960 Weld metal 2G d2 1.494
.937 1.400 120,700 86,214 Weld metal 3G 81 1.494
.833 1.319 112.800 85.519 Weld metal 3G 82 1.495
.978 1.462 126,200 86;320 Weld metal 4G *1 1.489
.907 1.351 111.600 82,605 Weld metal 4G 82 1.499
.976 1.463 126,800 86,671 Weld metal JirTr/ Hite Lab. No.
CP-022 Test conducted by.
AWS 01.1 o,,,
2/14/84 per We certify that the statements in tre record are correct and that the test weids were prepared. welded and tested in accordance witn tne above listed PCR and per requiremer s of the Hsted code /standardts).
k 3;gned Brown & Rect. Inc.
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saem a noor.iMc-po,,,aCP-AWBB603 Rev.O
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cars 2'14/84 Page 1 of 2 WELDING PROCEDURE QUALIFICATION RECORD PER AWS D1.1 l PAOCEDURE see.Metens ASTM A588 T.
ASTM A588 Thick.
1.00" 06 N/A ousartied R,ie Thism
.187" To Unlimited
- oie.
24" To Unli mi ted wowine Proesseles)
Shielded Metal Arc posi 1G.2G.3G.dG Pmneet a IPT R,ive 70*
400*
E7018 Sae3/32" 1/8" 5/32" Fine, Metes. Sess.
AWS 5.5 as,e
$@ or Mulepee Pese Mul ti el e 5;ngle or Mulegee Arc 5inele wowwt rype Double bevel oroove weld-45'X60* bevel anale. 0" root oao,1/8" land 3/32" 100-110 22-23 3" - 6" wowing cwrent. Type Direct AMes 1/8" 135-155 v.at: 22-24 iPM 3" - 7" 5/32" 180 23 6"
Reet Treetnie,rt Go u c i n o / G ri n d i n o. Conswnetie tniert O. seekine Ria O. ces O
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Pwasew Hest Tremonent N/A TESTING
- Sea Succlemental Test Pesults REDUCED SECTION TENSILE TEST einseNseus ansa ULTianaft OL7tasais g,,, g, 7,,,,,
LOAO. Las STness.PS3 veioTH g Tuscx l
l l
GutOED stNC TEST - TYPE MCtasSN P00.
atsut?
mgN NO.
mERJLT A10 wowe,, N,,,e Kenneth Golden 453-P6-5703
- a. ens., W232 3.
Tens Conductas ey Jin"v Hi t@
Let No.
CP-023 We eartify that "he st coments in thes ressed are serrect and thet the Procedwe Quefifloetters test weWs were pregered, weWed and tested in ocaerdance with the reeversments of AWs 01.1 Code, ca Brown A Poot, Ine,
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.b HOUSTON. TEXAS CP-AWBB603 0
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SUPPLEMENTAL TEST RESULTS Pace 2 of 2 Radiographic Test: Fer S.10.1.3 - Satisfactory Mechanical Test: Per S.10.1.3H 1G - 581 - Satisfactory 3G - SBl - Satisfactory SB2 - Satisfactory SB2 - Satisfactory SB3 - Satisfactory SB3 - Satisfactory 584 - Satisfactory SB4 - Satisfactory 2G
.SB1 - Satisfactory 4G - SBl - Satisfactory SB2 - Satisfactory a
SB2 - Satisfactory SB3 - Satisfactorf 183 - Satisfactory SB4 - Satisfactory SB4 - Satisfactory TESTING REDUCID sECTION TENstl.E TEST Per F19. S.10.1.3F 0 se se AASA M
Ma TE LOCATION OP P A4Lunt SPGCitfeM MO.
IG d1 1.502
.885 1.329 118.500 89,165 Weld metal 1G e2 1.497
.890 1.332 119,500 89,715 Weld retal 1.497!.?J9 1.361 120,200 89,702 Base metal 2G #1 2G 42 1.491
.932 1.340 123,100 91,866 Base metal 3G di 1.503
.890 1.138 120,000 89,686 Base rnetal 3G #2
't.494
.917 1.370 124.600 00;949 Base tretal 4G di 1.503
.929 1.396 122,000 87,393 Weld metal 4G #2 1.497
.927 1.388 122,800 88,473 Weld metal CP-023 JirTV Hite Lab.No.
Test conducted by:
AWS 01.1 cate 2/14/84 We certify that the statements in the record are correct and that the test welds were pre:ared. welded and tested in accordance with the above listed PCM and per requirerrents of the listed coce/ standard (s).
Brown & Root. Inc.
l Signed I
9 '/ ~M By Date I
l saceas a Root. Nc.
CP-AWBB302 Rev.0
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Oars 2/28 md WELDING PROCEDURE QUALIFICATION RECORD PER AWS D1.1 l PROCEDURE a Meteries ASTM A106 T.
ASTM A106 n;cm.
.218" o;e.
2.375" Ques fied nones, n ca
.063" To
.67a"
- 01 3/a" To 4"
w,egi,,, pw Shielded Metal Arc
- pes, 6G pron e a yT nense 70* - 300*F Filter Met f. spec.
AE.I Cens E7019 size 3/32" sinv. or Iwtipse Pe Multie1e s;nce or Muttips. Are Sinole weid J ntType Sinole "V" croove weld.75' included bevel anole,5/32" root gao,3/32" max.
land weidino current. Ty,e Direct Ames 85 00 voet. 22 - 23 ipu 6"-6.5" i
neet Treatment N/A
, coneurnetee lneert O. seekine niaeG.o O Pseewald Host Tre oneset N/A TASTING Radiocrachic Test Per 5.12.5 - Satisfagtory REcuerD sECTION TENtit.E TEST Per Fic. 5.10.1.3F 0464 AmtA EMM U4NM SPtCleeSN NO.
LOCATION CP P AILURE
- g TheCK LOAO. LSO STMESS. PS3 WoOTM Tensile #1l.501
.137l.0686 l4820 l70262 l Weld metal Tensile d2
.501
.147
.0736 5200 70652 Weld fretal culoen seNO TEST = TYPt Per Fio. 5.10.1.3J W9ClastM pec.
AESULT WGCleeGN NO.
RESULT Rootbend #1 Satis factory Face bend #1 Satisfactory Rootbend 82 Sa ti s factory Face bend 82 Satis factory ANO wows,, N,no Fead Nichols a63 74 0587 ea g 8308 s,e.,
Tao condweted av Jim / Hi te t ap No.
Of-024 We eartify that the _._. in this ressed are correct and that the Procedure Qualificetm test.ve6ds were pre,ered, wowed and teveed in esserdense enth the requirements of AWs D1.1 Code.
1 Brown & Root. Inc.
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CP-AWB3604 Rev.0 seiosas a moot.im pen a mars 3/23/84
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VUELDING PROCEDURE QUALIFICATION RECORD n
ANE D1.1 MoocaDURE as u n.:
ASTM A108 To Same
, Tw.k. 3/P" & 1/2" os 3/8" & 1/2" ommme d Ranse.Think 3/8" T.
1/2" D,
3/8" T.
1/2" w,esing p,
,(w Shielded Metal Arc pm.e 2G pron e a PT p, Preheat 70'F. IPT - NA 3/32" E7018 same pas,uses.sess. AS.1 ca,.
sine. or uwiso o Are Sinale sinsi er Musti,ie P m Multie1a s
n weedae.ntTy,. Double bevel necove wald, 45* be.pl anale. 0" root can.1/32" land waMme Curvest. Type Oirect AMPE 95 - 100 vee.
22 - 23 ipM N/A Rest Tresonant N/A
. c% Insert O sass as nine O. c== 0 pt M H e T,
, e N/A
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itsTING Torque Test Stud size Required Torque Stud Failure Location of Failure 1A 3/8" 15.0 Ft. Ibs.
30 Ft. lbs.
Base metal 28 3/8" 15.0 Ft. lbs.
30 Ft. Ibs.
Base metal 3C 3/8" 15.0 Ft. lbs.
30 Ft. Ibs.
Base metal 4D 3/8" 15.0 Ft. Ibs.
27 Ft. lbs.
Base retal SE 3/8" 15.0 Ft. lbs.
27 Ft. lbs.
Base metal 1 1/2" 37.0 Ft. lbs.
95 Ft. Ibs.
Base metal 2 1/ 2" 37.0 ft. lbs.
105 Ft. lbs.
Base metal 3 1/2" 37.0 Ft. Ibs.
125 Ft. Ibs.
Base metal 4 1/2" 37.0 Ft. Ibs.
125 Ft. Ibs.
Base metal 5 1/2" 37.0 Ft. Ibs.
100 Ft. lbs.
Base metal w,sd.,sm eLawrence A. Chastain g h V657
- seen, BFG Teses condusend ey Jimv Hite I.asi me.
N/A I
We eartify that tfue statesnants in tids reused are omrrest and that 19te Proeudase Qualifiesdon test wolds were proposed, welded and sorten la asserdenes with true reeswamenes of AWS D1.1 Code, Brown & Root. Inc.
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