ML19329E905: Difference between revisions
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vendor. Pro.iect Engineering shall inSf.ruct the field _to_ perform the_apnlirahlo 'InE_ // ' | vendor. Pro.iect Engineering shall inSf.ruct the field _to_ perform the_apnlirahlo 'InE_ // ' | ||
I b'l'MC CNN6 | I b'l'MC CNN6 | ||
: 22. E NGIN E E RING DISPC5#T SON (Item lb and la can't on sheet 2) | : 22. E NGIN E E RING DISPC5#T SON (Item lb and la can't on sheet 2) (( m B ./Ja ,4, ge/ 7 | ||
, lb. Hold until receipt of new beams that are in route and rework to 2-611-3-34 2 8. ENGSNEERING DSSPOSeT80N REEULT'Se | , lb. Hold until receipt of new beams that are in route and rework to 2-611-3-34 2 8. ENGSNEERING DSSPOSeT80N REEULT'Se | ||
~ | ~ | ||
| Line 789: | Line 789: | ||
~ | ~ | ||
_ that the field use "as is'." Grinnell is currently revising their sketches to jf ,h . | _ that the field use "as is'." Grinnell is currently revising their sketches to jf ,h . | ||
& %M , Q (!y,,, | & %M , Q (!y,,,(( 4h incorporate this clamp assembly as a standard component. Visual,in,sgtion is '. g ~ i-;L 6-77 the only NDE required; therefore add.itional NDE is unnecessary. , g .,,ffff$ % | ||
: 24. ss DEssGN CN ANGC REOusnEn g g' 2s. REJECTEO M ATERs As. oasPOsiTeON rA/ O ======'**= -u*= | : 24. ss DEssGN CN ANGC REOusnEn g g' 2s. REJECTEO M ATERs As. oasPOsiTeON rA/ O ======'**= -u*= | ||
o..... v %CC1 m ; c r.u n o"""^"."'""" | o..... v %CC1 m ; c r.u n o"""^"."'""" | ||
| Line 822: | Line 822: | ||
Block 20 coa't, l _ Item la: Thematerialsupervisoristoo$ainacorrectedpackinglistfromthevendor | Block 20 coa't, l _ Item la: Thematerialsupervisoristoo$ainacorrectedpackinglistfromthevendor | ||
, Itaa lb: Route tc Project Engineering for resolution. __ | , Itaa lb: Route tc Project Engineering for resolution. __ | ||
(($" '/27/7 O | |||
.L K RD: b 9 --z y -n 90098 2 White Cooy - Oregenator ink Cogy FQAE | .L K RD: b 9 --z y -n 90098 2 White Cooy - Oregenator ink Cogy FQAE | ||
. Goldenrod Copy - OC 4 | . Goldenrod Copy - OC 4 | ||
| Line 1,640: | Line 1,640: | ||
( ['Q[4 Q.# 14103 | ( ['Q[4 Q.# 14103 | ||
}'J2 - 7 7 | }'J2 - 7 7 | ||
))h | |||
' AUT' itoR8 ZED thSPE6 tom | ' AUT' itoR8 ZED thSPE6 tom | ||
/- /Y-7] | /- /Y-7] | ||
| Line 2,273: | Line 2,273: | ||
)-/P77 DATE AU THO R12 E D IN SPECTOR DATE 17 Reported By 3 'Date . 1 Vali at B Date 25. Disposition Results N WA@ ' | )-/P77 DATE AU THO R12 E D IN SPECTOR DATE 17 Reported By 3 'Date . 1 Vali at B Date 25. Disposition Results N WA@ ' | ||
b b / [ ' | b b / [ ' | ||
'@ Mhh | '@ Mhh (( | ||
: 21. Rou" ting @ TO FIELD EN GINEE'RIN G O TO OTHERS (SPECIFY) | : 21. Rou" ting @ TO FIELD EN GINEE'RIN G O TO OTHERS (SPECIFY) | ||
: 22. DField Engineering Desposition @FIELO ENGINEERING RECOMMENDED DISPOSITION TO PROJECT ENG8NEERING Use as is, o a , , | : 22. DField Engineering Desposition @FIELO ENGINEERING RECOMMENDED DISPOSITION TO PROJECT ENG8NEERING Use as is, o a , , | ||
| Line 2,283: | Line 2,283: | ||
11 For the subject 297 c.v. pour ten (10) slump and temperature tests were taken at the 7uck discharge giving an overall frequency of 29.7 c.y. per tesg ,, , | 11 For the subject 297 c.v. pour ten (10) slump and temperature tests were taken at the 7uck discharge giving an overall frequency of 29.7 c.y. per tesg ,, , | ||
: 2) The results of all slump and temperature tests taken at the truck' discharge | : 2) The results of all slump and temperature tests taken at the truck' discharge | ||
]8 N'' | ]8 N''(( j//g/77 oc ENGINEER pATet W.gre acceDtable. * | ||
?- ' | ?- ' | ||
~" "''' '"*"'"* " | ~" "''' '"*"'"* " | ||
| Line 4,404: | Line 4,404: | ||
''*'l o ? tup ' | ''*'l o ? tup ' | ||
L=K | L=K | ||
((' | |||
. '~ ^ | . '~ ^ | ||
NONCONFORMANCE REPORT | NONCONFORMANCE REPORT | ||
| Line 5,304: | Line 5,304: | ||
, . WEATHER CONDITION . | , . WEATHER CONDITION . | ||
APPLICADLE N6T O ,- | APPLICADLE N6T O ,- | ||
CENCnETE PLACINC TEMPE RATURE LIMITS | CENCnETE PLACINC TEMPE RATURE LIMITS ((DO ' | ||
: 10. AP.1DIENT TEMPERATU RE Min. 3b FAaw. - | : 10. AP.1DIENT TEMPERATU RE Min. 3b FAaw. - | ||
, POINr ce sAMobNC % &d# P4 &) r - - - | , POINr ce sAMobNC % &d# P4 &) r - - - | ||
| Line 5,841: | Line 5,841: | ||
, . . \ | , . . \ | ||
l f | l f | ||
fjypr:s f/Q k 658 fy) | fjypr:s f/Q k 658 fy) (( 2, ef:,, | ||
# r ei 3 d d ITEM g ;,; y { | # r ei 3 d d ITEM g ;,; y { | ||
e gys *' ', . j .r NATERIALS & OPERATIONS QUAM SHIP ; .a I , -p. e NO. | e gys *' ', . j .r NATERIALS & OPERATIONS QUAM SHIP ; .a I , -p. e NO. | ||
Latest revision as of 23:40, 15 March 2020
| ML19329E905 | |
| Person / Time | |
|---|---|
| Site: | Midland |
| Issue date: | 01/31/1977 |
| From: | CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.) |
| To: | |
| Shared Package | |
| ML19329E903 | List: |
| References | |
| NUDOCS 8006180757 | |
| Download: ML19329E905 (173) | |
Text
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f .$ ; NONCONFORMANCE i EPOR
. ' ' ']" ' y, 2.LAI.WINJ/,~ LT NO. t LCV. 7. PA OJECT NO. 52. LPO Y -'SW '
'04TE 25. DISPOSa T80N CONCURRENCE
!3 7220 'f 02-29
- 3. eTEM DESCRIPTION 7220 S. 97EM LOC A T.ON i M
[9' l.ID A TE D S V i
/ I DATE
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' i Polar Crane 1H-51 ER Siding k-/-[
.. .E R. A N U M.E R ...TARTUP... TEM NO. f M-yp
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, S. PURCN A 5E O RDE R NO. 30. QC F aELD INSPECTION PLA N NO. 3 4. REPL ACEMENT SE RI AL NO. , e[yg -g g/,
/
y7 N/A N/A g/ b ' i.4<. g - ' .~.
. .. CO NT R ACTORf LOC A T.ON '. E o yE. .,. SOURCE Harnischfeger, Milwaukee, Wisconsin l .T E M U NO ' Vendor
- 18. ROUTING BNSTRUCT8ONS:
Q ROUTE TO FeELD ENGINEERING Q ROUTE TO M A TER04.L SUPERV810R 0) 9 9. NONCOMPORM8NG CONDITION M Drnuina 7??O ?f-4? 74 Pnv_ 't _ chnua, n 5 /16" con tinuci,c F i l i n #-
@ un1_ A ea p in_ i m .- /. & 5 en fenm 19, nnA n F,il l CD n on n e,--> e i n n k,,ee. vml a nni f cino from f1 to item #2. Cont r'a ry to above the following was noted on girder G-1 of.
crane 1H-51: Lack of fusion between item #18 and items #4 & #5 intermittent alonn entire lennth of weld. Under
,9 niza fillet-ucid (T ace rhnn 9 /16") betuenn fenn /!1n nna fromo f4 A As. ruidonen of i nen.nnl n e n Fis c inn ne knee welds between itens #2 & #;byfQ Uo. 4.001 Nonconformance discovered during field inspection of crane.
/ A M h u 4 4 . J ,, W 1 r k +
20. Q PIELD O S4 TION l f C'PsELD RECOMMENDATsONfROUTE TO PROJECT ENGIN EERING 2 9. PtELD DISPOS 4 TION RESULTS: Uarnischfeger Co. notified by 1ctter ?I-92-(0)-1 dated March'30, 1976, /g>ud cf-q'; ,/% reannnrino resointion o f non-con fo rmine weld . 4 / / / C+' I/8** # rcd 6('/N 4-91-/uj fbsYxybH / Y.,J/-7$$. WA /,J,9y h.i.a..'i, 4 %42o Bioch 20 $ ' 0$$ 4-2 t ~?6 & *~ A u W H &c R&:q continued on page two. docin4/M M V)J$ud's.C # p;y
- 22. ENGIN E E R 4NG D6SPO 5tTION 2 3. ENG4NE ERING DeSPOSITtOpe RESULTSs 3
- 24. IS OEssGM CN ANGg REQuaRED ON **"c "^'*"'^' '5" $"! " U"*'******'*" 2' D
- g YEs. SEE ATTACNED: ,,,,,,g D "= = =
,g, YacAa udac e Y. f/I/7]
4- r DR AWING REV. DCN sPE C. "'V. ADD' s oe s s-s ~ White Copy - Originator G G13 3-2 Canary Copy - F.ead Engineer Pinat Copy - PQAE Goldenrod Copy - OC h . j i ~
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,, , NONCONFOR )E REPORT (CONT *D) m , . . . . 405
_. locE 2n enntinued-MN_in_accordance_witiLilarRischfescr_ptocedures 7220-M-92-80. 81. 82, and 83. Procedures received at site i July 20, 1976 from Project Engineering with Level 1 approval. j a/ '/ -/ ' Wfh7f&mlEl'/dl f WS$k W M ___ f .,2Y f. Block 20 Revised Disposition: A d#4The & #5 fillet was. weld builtwhich up to the was undersized required 5/16" filletor intermittent utiliz_ing Harnischfeger 1r showed Corp. a lack of fusion betwe Welding _prrscedure CN 25c88-89-28A 12572, as approved by Engineering. tS. The evidence of incomplete fusion at a butt weld betweep items _f2_and_#3._as_noted_in_ Block 19_was removed by_g ri nd i ng_( App rox i ma te1_y_]/.J 6 " de ep_1_a t_the_d_itec tiofLo f_Ila rn.i s ch feg er 's _repres entativa who identified it as surface porosity which does not_vio_ Late _Aws_,_Ql.1 requiremen.ts. Titis area was filled using_Bechtel_ procedure _21-A-U! at Harnischfeger_ representative's direction-Harnischfeger Corp. identified this as cosmetic welding and not as a nonconforming conditionJee TWX of Bill /lfi ) g /u/77-+I ,f ? m_
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- Harnischfeger Corpo: ration.
4400 National'Avehuc' t , Milwaukee, KI 53246 I , Attention: Cerry S. Mross i . . i
Dear Mr. Mross:
i i 1 I Job 7220 Midland Project ,- Reactor Building Cranc
'. - M-92-(0) .
. I During an inspection of the Reactor Building Polar Crane we noted an incomplete veld on a seam on girder.G-1.for crane 1H-51. This incompletc weld was also inspected by Messrs. Goessel, Gof f, and Redent of llarnischfeger. .j.
during their visit to our jobsite in February 1976. They agreed that ! weld repair is required. - ' i 4
~ (,/ By trans,mittal of this letter we are requesting from you a resolution
~' for the completio'n of the above mentioned weld. Please.be advised I that we' are holding payment of your invoice 3492-A until satisfactory resolution of this matter.
Very truly yours, l'
. t p
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' ) ifl'O ?. hen ,en
[P.rojectj uperintendent - g, si BECHTEC P01ER CORPORATION 4I Agents for Consumers Power Co'. . i
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e' l$ =@f /,a NONCONFORMANCE REPOR _, jQ ( ** **{ g a 2 C.; - .. . . ; , . . . ., m.r. 4 RJV, T. PROJECT NO.
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- 5 2. R E PO R T E D sv DATE 25. OSSPOSIT TON CONCURRENCE 7220-M-201
, s. .TE M oEsC R.PT.ON i6 7220 -
Ad78D /dMn ioATE !'8/44 3 j "'"' J.i'" j "" "
' ... TEM LOCAT.ON jf."g' ,7 7 -
Pipe Spool QC Hold p05- ,'A u TEo /s .),hf. W"/I*h l.aR(se - W g, . .e go",s.eenlE $ "I?.237
- 4. SE R S A L NUM.E R 9. ST A RTUP S v5 T EM NO. /S. IttdLACEMENT PART NO ', #e,,a /
l-GCB-8-S-612-1-3
.. PuRCN AsE ORoE R NO N/A i o . . , . m , ~ , m . .
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'q .. CONTR ACTORfLOC ATiON R-1.00-220
...A.ME c[vEs N/A ii. source ,
D*)'?' ,f) g*" [ ? Q 4* g g ITT Grinnell m Kernersville. NC 9 8. ROUTING IN ST R UCTION S-
@ ROUTE TO PIELO ENG4NEERING eTe M O NO Surplier__
Q R'OuT E TO M A T E RG A L SUPE R V ISOct I
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- 99. MONCOMPORMING CONDtTION Spec. 'l220-M20.1 Rev. '6. para. 9.4 states _; "All Nuclear _pipling_ghall be inspected by an Authorized Code Inspector and hhcIl be code stamped in accordance with the Nuclear Power Plant Component Code article NA-8000." Contrary to the above, one spool piece is marked on code tag 1-GCB-8-S-612-1 ~4 'vhile documentation package is marked 1-CCB-9-S-612-1 'i. Noted during receipt inspection. "Q" No. h.124. '
Hold'pending fin'al disposition. d._ _ _ . Hold tags applied. 2o g PaELO oIsPosaTIO" Or'E'o arco ===ao AT'oaiaou'E To PaoeEc7 Eaa'ar<aiNG g j , g.7 y 2. . P E Lo ol PGs. TION R E suLT.: Route this N ement Supervisore Procurement Supervison to J M letter gh g Jf,fjc gj/ ;F45' f from m Grinneg countersMauthorizedJapeMpresenting Grinnell'- g?>oim; .D FAG 2. Arn3C-1cf') Inspection Agency,3 which will autho A ange thq existing code tag da:rEEE #fon f;r c,E/dvaru-. ., from 1-GCB-8-s-612 M -s-612-1-3 M'xP ( dad //b/di M ontinued on Page 2. //[ D_ O c) 9,75-74
. , 274, ' /- / 2-7p '
- 22. ENGINEE RING DISPO SITION 2 3. ENGINEERING DISPOS 4 TION RE5uLTS:
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- 24. 85 DESIGN CN ANGE REQUtH EU NO 25 R EJECTE "a M ATERI A L DISPOSITION . O a a rva'e ve == **u= = ACC Y SO-U O v Es. sEE ATT ACNEo, ""
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J NONCONFORMANCE REPORT
- 1. Project Name Job No. 19- 20. ,
No. 508 Pagelof ._Jes.- gg , g, <
- 2. Unit (s) 3. Drawing /Part No. Rev 4. Item Description 5. Item Location .
2 N/A N/A Concrete Pour CC(619.5)a
- 6. P.o. or Spec No. 7. Serial No. 8. Replacement Part
,,, 9. Source 10. Contractor /Suppt4er fi/A N/A P/ M N/A REv N/A N O. TI/A Subcontractor Champion Inc. Midland. Michigan
- 11. Inspection Criteria 3R NO. (%l10.kl 12. ASME AUTHOR 82EO g 3. SMETCH ATTACHED 14. Discovered During 15. Ecceip rurnashed by O ' @"
OOwG GsPEC OoTHER NO.C- DO 'Rev. 7 O'vEs "G"N O DaEC:G OcONsT O TEST OCuENT OENG Or'O
- 16. Nonconforming Condition: 24. Desposition Concurreni:e
= REWORet REJECT REPAGR U5E A5 05
_. materials be ruca3Mred in accordance with ASTM C-94-72. ASTM C-94-72 states in s . X part that powdered admixtures weighing' accuracy shall be within I 3 ucrrent of the sI kM(- PROJECT FIELO E aqd !_ _ /7t DA E design veight. Contrary to the~above, Eatch Ticket No. 09925 representing 8 yd's 9e . M iiT/. N 'INEER h OJ T E N G 8 M E.E R
'm '7/'* N/_
DATE of concrete niaced in Pour CC(619di)a on 8-27-76 shows flyash content to be l'4 AL w. ,.-<' b.g - )
- A> -f -7t'-.
.ni% vit.J.n ce *' PR OATE lbs above the max 4um allovable veicht of 692 lbs. Nonconformnnee noted durinct CC ECT CONsTR Of ENGeNEER AUTHORIEED GNSPECTOR DATE review of Batch Tickets. "Q" No. is 1.205 One Hold tag applied.
- 17. Reported BY Date 1 at to By . Date 25. Disposition Results i % LA. h ~ Y ~N~ Otd U Y
- 21. Routing Q kO OT $ERS (SPEC 6FY)
QTO F8ELO ENG8NEERING
- 22. OField Engmeering Disposition @FIELO ENGINEERING RECOMMENDEO 06SPOSITION TO PROJECT ENGINEERBNG "Useasis",Thisadditional,flyashwillproduceaminigal(l{p{e
, strength. U. S. Testing wik.gnot/ f'LM Muct ad'itional d
+
Nns, as required to insure adequate batch plant inspection.
- 23. Proier.. Esigineering Disposition The inclusion of 705 lb of flyash into an 8 c.y. hatch in lieu of the 692 lb maximum allowable will tend to cause a slight increase in long term concrete strength while reducing permability to water. The subject batch of 8 c.y. represents 1ess than 4 g of the total pour'of 227 c.y. Based on the AP s n e v i' A n & fti~t
- fact that the subject concrete will not be detr mentally affected, Project Et. ,in- , ,
3 , eering concurs with the Field recommendation to "use ps-4,s." _
- 26. gg j a t D. 27 k)0 M3K *"""'"""" "'
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,. NONCONFORMANCE REPOR -
- a. W RL WaNU/PA s T NO. p 50 l v. F. PROJEC T NO.
__ o lX 5 513 EPORT$D SV DATE 2 I spee. 7220-M-209
- 3. BTEM DESCRIPTION .
.! . 3 7220 S. OTEM LOC A YeON dI2M I ' b h L'd? 1b5 "5. OfSPOSITsO*e CONCUR R E NC E e ED ST I OATE
-"' "'"' ""~ " ' ' " " "'
<a M d'j.N'3'1 [ 3 '. t) O - -
j Pine sunnorts QC Hold Area O
, e. sE Ns Aa. Nuu mE R 3. sT ARTuP sysTEu MO. 'i s ePLAtEuEN T PART N REV. e. .
+ - 2 ^ -%
I E.'= - rn*m
- s. ruRCN AsE ORoER NO.
a 7220-M-106AC Rev. 2 no. OC reELo eNsPECTiON PLAN NO. ... RE PL ACEu ENT sERi AL O. "
. cr[g g f c f _ g ,4, IR-R-1.00-2h6 N/A ~ y
- 6. CONT R ACTOR / LOC AT 80N 99.ASME @ YES OF.5OURCE T
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- ITT Grinnell. Warren, Ohio _ .. .... . . . . . .
a a
.TE . 0 NO Supplier 5 8. ROUTING ON STR UCTSON S. .
Qf*OUTE TO FRELO ENGINEERING Q ROUTE TO M ATERI AL SUPERV050R
... NONCO N PO R u.NG CO No.T.ON' . Purchase 1 or' der 7220-M-106AC, Rev. 2, Item A states in part: " Parts lists required shall contain the name and number of every part for the equipment and its auxiliaries including drawings it sufficient detail to locate and identify each part." A. Contrary to the above, the packing list does not agre<t with the drawings sent with the shipmen't on the following listed hanger pipe support. assemblies. The G-321-D for this shirme'nt references the packing list as the tiaceable document. .
- 20. FaELD Oe5POssTsON Con't pg. 2 Ttom la @POELDitem RElOMMEND b and item ATGON/
2 ROUTE TO PROJECT ENGINEERING 2 8. FRELO DISPostTION RESULTSa 4 Item 2-Route to Project Engineering for resolution. Field suggests a "use as is" M MMN A '. i 4 -/ disposition provided a revised drawing and the necessary HDE results are submitted , [0 a w c 8 / e-d W .,/ n /> J o n f
. - to the field. If HDE re'sults are'~ required but have not been perf6rmed by the dei 2/Md/% [N / UNI 1.
vendor. Pro.iect Engineering shall inSf.ruct the field _to_ perform the_apnlirahlo 'InE_ // ' I b'l'MC CNN6
- 22. E NGIN E E RING DISPC5#T SON (Item lb and la can't on sheet 2) (( m B ./Ja ,4, ge/ 7
, lb. Hold until receipt of new beams that are in route and rework to 2-611-3-34 2 8. ENGSNEERING DSSPOSeT80N REEULT'Se
~
Rev. 4 Sub 5. Upon completion of rework, all engineering requirements are met. kdopaw.
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2j. Engineering considers these pipe clamp's to b'e standard coinponents and' recommend's L
~
_ that the field use "as is'." Grinnell is currently revising their sketches to jf ,h .
& %M , Q (!y,,,(( 4h incorporate this clamp assembly as a standard component. Visual,in,sgtion is '. g ~ i-;L 6-77 the only NDE required; therefore add.itional NDE is unnecessary. , g .,,ffff$ %
- 24. ss DEssGN CN ANGC REOusnEn g g' 2s. REJECTEO M ATERs As. oasPOsiTeON rA/ O ======'**= -u*=
o..... v %CC1 m ; c r.u n o"""^"."'"""
,,,A.,. RE.. .
;# JA,,,j pg.97 .
SPE C. REV. A DO.
.. .. . ., .w.m .-, ..... -
f . '; wtutecopy - Origenetor e Cia s-a Cenery Copy - Fleid Erigineer Pink Copy - PQAE Goldenrod Copy - QC .
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NONCONF,OFk E REPORT (CONT D) ima 2_or.33t'5f
.
- Packing List Drawings Drawing's Sent Hanger Hanger Shipping Referenced With Shipment No. Order 619-5-10 Rev. 1 Rev. 3 10-2HBC-%-IRO E-ME-102 619-5-11 Rev. 1' Rev. 2 10-2HBC-96-H11
~
B. Contrary to above, pipe hanger assembly sketch 2-611-3-34, Rev. 3, Bill of Material Item 2 is in conflict with the sketch itself. The length of the 4" M-Beam supplied with the hanger assembly does not agree with b c' sketch dimensions. The clamp assembly van supplied in accordance sith the detailed bill of material. Sketch attached exhibit A. The above was delivered under shop order E-ME-147
,. 2. Purchase order 7220-M-106AC, Rev. 2, Item A states in part: " Parts lists required shall contain the name and nunber of every part for the equipment and its auxiliaries including drawings in sufficient detail to locate and identify each part." Contrary to the above, the pipe clamp delivered with hanger assembly f 2h-2GCB-24-H1 sketch 2-611-3-38 on shop order E-ME-147, does not match the sketch's Bill of Materials item referenced. The bill of material item 4 state's in part: " Fig. 211 #1 sway strut assemb'1v 2 7/8" O.D. . . .",
The clamp delivered is not a standard Figure 211. clamp. The clamp is a standard 4" Figure 211 with flat bar liners velded inside the clamp to conform with the O.D. requirements of the skech. See attached exhibit' B. 0 Nonconformancenoteddurig.gey nspection. Hold items pending final disposition. "Q" numbers are 4.191 & 4.112. M ~ hold tags applied.
/ ESm //19/7 7 l
Block 20 coa't, l _ Item la: Thematerialsupervisoristoo$ainacorrectedpackinglistfromthevendor
, Itaa lb: Route tc Project Engineering for resolution. __
(($" '/27/7 O .L K RD: b 9 --z y -n 90098 2 White Cooy - Oregenator ink Cogy FQAE
. Goldenrod Copy - OC 4
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ji All product.s destcned in i acco-dar.ce with EPL F11e No.1 APproved Dy: M - m .. , , 3 g Roy.1 /d 9/-7~3 C'M SHIR " su w o s w w f,,** Dato: m:. !.'!q 8 /.5,E
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FOR MATERIALS AND OPERATIONS SEE SKETCH NO. SHEET Or i ire.n:0.. #-c4fd.ek/! ~
@ ITT GRINNELL CONoiTIONS Ex ry rz um r.ty url
;ATA POI!:7_ 73.9
- PIPE HANGER DIVISION DESIGN - - - - -
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'IPE1u.?'L._ _ y4 3/8 M W ','p j REF. DRAWING NUMBERS "Y,"My ' ~ '".$* ;I)$ - - .-=
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- PIPE : d 5/ M- Al EMERGENCY '
W 'f$ ELECT: - - - --- -l 5 .. STEEL: C- M /'N -(4 HV.A.C.: - FAULTED - - -- -
-I RE.V. DATE yy . g op. c n. DESCRIPTION s
, CUSTOMER CG!:SUgy.a3 P0 i.P. CO.
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U 'l -N jew 4 Mer 211 n 1 may s t ru t. a::sembly 2 // u - .' j 1 > er. I* o.o. pipe, carbon sceut w=2'-9' lo u =ws
., 3Y m
{ y'"V N'*' 5 L E E _ 15 1/d* N.u C. por p.tr E.1.1 ' ~ s
., n'3n'ile c= Tal (eli e
,,,%ggg S, se ismic a sse taly skcitesi <. een< ne.: r ing 1 C,o w u ctt /4 MK: 4 2 1/2"=JGCD-2i-eL1 i" w. i su '
.b" tr a te"7 717. *r1 p t*
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- a. . -n c- c.- , --e I(
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5 UAT'le hST M_ M W :E .j v Ng. oD 7tJL. _., _ t . Alt E A _ _3_.,__ , "* Ocr % %* ffCL/WildG 70.JM U l?A~ ONS ,
/go [/4*////f 8// O2M N
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Aft 'l OfC /Nfidf Y)/f rjpp9 4 4.n
\* ' ? LW k k. 4 " _-
w 70 (CA/ FNfhl TD f"// y' 4 Q* ' Approved Byl /j -)-
.( f
/d unt'A'Mr YT.S Dates. #'d 7'I ;O o .) u
, s E h [21 h g FOR MATERI ALS AND OPERATIONS SEE SKETCH NO.
1 telerances in accordance g' G m Q ITT GRINNELL PIPE HANGER DIVISION COno TicNS DESIGN ex Fr Fr SHEET un ur CF _
- un y 9 -
REF. ORAWiiJG NUMBERS oc lure is l't101-10 ' %","37,* - Me, - I----
.il preScts desir*ned in PIPE : '^ ' o M o ELECT: -
I t<:curmcc witis EPL File flo.1 _._ N [.g V)g STEEL: c m u n c. HV.A.C : - EMERGENCY - *7.*, -
% FAULTE0 h
" *i
' .g K REV. MIE y,s. g .T Q DESCRIPTION CUSTOME R Cob m s.d 1*u-c.;I CO.
- 5. w s g O *4.,, : w W ' : <, Ja =
ORDER OR CONT. NO. '.v. . i u-s- At, <w
.toeareoa et4= g y, y,,, i,\r- e, y,. - -
^ "'
=g THIRD PARTY INSPECTION _JO
,___.,8 .N A M E- - - _ " . -" * * ' " ' ' " ' ' ' ' * * ' .
- g. o s - i . i o T. ss= tto 2.f.a n s CODE CLASS ; Ac3 ME 'TTI
'b' N 2 M W M r ._-=.u m .>A
#41d :fo, .Joid Rrocedure ha!s. Prceadure
- E. '3 -i
._,.,_7_...._ SKETCH NO. 1. < s i - s - u 4 ,
ms s y ., , oc .. . . . . . a c u .. . , t . - e .
. ,3 y
)
- - D
- d. g -
u L ; _ . . - - . /%L 513 NONCONFOR:
, E REPORT (CONTD) . s.e=uborb< 'l Wg.pis aco Block 20_ continued The field;reguests conditional release of item la, based up_on recejpt-inspection _of the subject _ pipe <
hanger _assembl.ies_to the hanger sketch reyisions_ included _KittLeach_ respective._ shipment.___Bechtn1
,. shop inspe_qtor's releases _are_ayall_able_on_iile_for_these_ shipments.__and_ vendor _ certification _to_tha purchase order has been suppli.ed for each shipment, PFE 6 fA $ n S s '.ld- h a m m - 11 /30/14 PFQCEt$"4GIUv,x6s '
T ) ? i ~% LQAE 9 M /d 2 e em M i s -f- /f_
~
AI %tm (_ac e,- (m -
, . i 3 - . i ~ ~) ( . .
Conditional _ygl ese not required. See Seld disposition results item la. k l' f /]')ct Ml%~ is/)/zb 4 % A - l2 7-7G v> - .-/ h b <C)b ? / LD?v h n h W {. g f uW 6
/A$llb' Yht JW/v' ///?)l?7 t
f . e G 9 b e i o. . .-a wai,. c ov. - o,iein'.i., *'
- k*""c".'o , ' '
Goldenrod copy - OC
'Ne'""*"
c L ---- ---- -------------- : ------ -- - - - - - - - - - - - - -
2 3 , , s 3'
. . ( *
,m . ,/
) (
NONCONFORM AN ',_-uPORT (CONT'D) eerG d O d .e Mc2 ND 24 Despoution Concurrence 24 Despoutson Concurrence 24. Despoution Concurrence j ltem lb .
, item 2 l Item R mORuI REJECT - REPAsR uSE As es REWORM REJECT REPAsR usE As es REWORn REJECT REPAsR usE As es X 1 a >'
Y F C C d W ?--t ) P,.;bJE C[0 ELD ENGINF E H 4242f% ( DATE V'
]
PROJECT [bl LD ENG0NEER J AWYC DATE PROJECT FIELD ENGINEER
~
DATE See Pace 1 See Pa%p g 1 PHOJLCTl INEER DATE 7 O NG8ME DATE
^~
W /f)
}R J gf
?QY{
CONSTR OC EN P7E E R
- p. ] *]G fYR Y/f & YERh 7 IPR,d J ' ' T CO N S T R OC E'N Gs ~
I L -l ~sk QA PHOJECT E NGeN E E 54 e.a A T E
/ t Lct Q OATd
. bb ' ~
ti s -- ( <T AuTH'O Re z E D sN sPECTOR bE ER ~ 19i\ DATk b. PROJECT CONSTR OC ENGINEER DATE ' AtJTHORe zf D sNsPECTOf AuTHORIz E D SN$PECTO88 DATE ,
'2 3. Despoution Concurrence . 24. Dispoution Concurrence 24. Desposition Concurrence
, , ,ltem ,
item , item HiWORK REJECT ' H E P AIR USE AS IS HEWOHM HEJECT REPAsH USE Ag es HEWOHN REJECT REPA8H USE AS IS PROJECT FIELD ENG4NEER DATE' ' PHOJE CT FIELD E N GINE ER DATE PHOJ E CT FIE LD E NG8 NE ER DATE PAOJECT ENG4NEER DATE PROJECT ENGINEER DATE PROJECT ENG0NEER DATE PHOJECT CONSTR OC ENG8NEEN DATE PROJECT CONSTR OC ENGINEE R DATE PHOJ ECT CONSTR OC ENGIN E E R OATE AUTHORS T E D INSPECTON DATE A UTHOH12 C D SN5PECTO N D A T E, AU THORIZED 6N5PECTOR DATE
- 24. Despoution Concurrence 24. Despoution Concurrence 24. D spositson Concurrence f rem Item
, . i , _ ,
item HEWORM NEJECT HEPAIM USE AS 95 EWORK REJECT *REPASR USE A5 85 REWORM REJECT R E P AS R U S E A S 15
.sw*
PROJECT FIELD ENGINE EN DATE PHOJECT FIELD ENGINE ER. DATE DATE PROJECT F 8 ELD ENGINEER
<*d O J E C T E N G S N E E R DATE PHOJECT ENG0N EER DATE PHOJECT ENGsNEER DATE PROJECT CONSTR OC ENGSN EER DATE PHOJECT CONSTR OC ENG8 NEER DATE PROJECT CONSTH OC ENGINEER DATE AuTHORe z[D $NSPECTON DATE AUTHOR 8Z ED $N5PECTOR DATE AUTHORIZED SN5PECTOR DATE 2L Desf. :.non Concurrence 24. Despoution ConcurreC 24 Dispout on Concurrence i
leem , item item
- REWONM h REJECT HE P A8 H USE AS IS REWORM REJECT REPAaR USE AS Is REWORM REJECT REPA8R USE AS IS i -
PROJECT F8 ELD ENGINEER DATE PROJ ECT PI E LD E N G4 N E ER DATE OJECT F4 ELD ENG0NE ER DATE PHgJ ECT ENGtN EE R DATE PROJECT ENG8HEER - DATE PR O,J E CT E NG4 N E E R DATE PROJECT CONSTR OC ENGONEER DATE PROJECT CONSTR OC ENG8HEER DATg PROJECT CONSTR OC ENGINEER DATE A U T H O R I Z E. SPECTOR DATE AUTHORIZED $NSPECTOR 'DATE AUTHOR 82ED SN5PECTOR DATE
~
J
- t \ /
. , ( \-.j NONCONFORMANCE REPORT ~
,{'f
- 1. Project Name Job No. 19. 20. f
. Midland 7220 No, blB Page_1.: _'of -
- 2. Unit (s) 3. Drawing /Part No. Rev 4. Item Description 5. Itsen L.ocatson .
Auxiliary See Block 16 Pipe Hanger Assemblies QC Hold Area
- 6. P.O. Or-Spec-No. 7. Serial No. 8. Replacement Part ,,, 9. Source 10. Contractor /Supptser 7220-M-106AC See Block'16 r/N REv N O. Supplier ITT Grinnell, Warren, Ohio
- 11. Inspection Criteria ,,, . R-1.OO-2F5 i Z. ASME AuTHORizEo i s. SxETCH ATTACHEo 14. Disco.ared Du,ing 15. Equip Furnished By OOwO E SrEc DoTHEa NO. M-2% Rev. 1 g 'y",5,'""O N O hREC:o DCONST O TEST OCLiENT GENG OrLo
- 16. Nonconforming Condition: 24. Disposetion Concurrence REWORx REJECT REPARR USE AS as
" Parts lists' required shall contain the name and number of every part for the n o e. . . , a J ouipment and its' auxiliaries including drawings in sufficient detail to locate and P [f ,,, _ _ gATg. _.J Q 45',
PROJ CT FS LD E GENEER identify each cart." A. Contrary to the above, the packing list does not agree % srd:;a4 4 p.::1-T/ DI
~~
DATE with the drawings sent with the shipment on the following listed hanger pipe q M [ChGIqh f_, jf .,, fo(p n T CONSTR QC DATE suonort assemblies. The G-321-D for this shipment references the packing list as P R O@m t_ \ cd.,.E _ .mNGI N E E R to '4:,.- AUTHORIZED INSPECTOR DATE Can't Pg. 2 eparted y 1 ted By Date 25. Disposition Results 1h7.t'
- 21. Routing 3 W!'lWNo-Date 9 /n/M b ar /%w$& 9-/O-% ~
Q TO FIELD EN GIN EE'RON G' h TC[OTHERS U [SPECIFY)[
- 22. QField Engineering Disposition i/ . $&Mr&V) NCAM. -
QFIELD ENGINEERING RECOMMENDED DISPOSITION TO PROJECT ENGINEERING / a B. fs' anMcf</e1 ban t8d :ss B) Project Engineering is requested to chahge the drawing to show item two .,(huf2/tM./d, . [/ ///gb as a "B" beam. We suggest "use as is" disposition. fMMf 'M/.pyrts--
'2l3l% -
23. vor A see sheet 2 eroiset engineering Disposition N N7Yo'l M OM7//'! - gg /4f The "I Beam" listed 11 item number 2 of " materials and operations" is M b h / ftr/; 4db a typing error only. G.innell will revise and reissue the hanger sketch to <>O - z'In /he M read "Bicam" as was intended 'and delivered to tk . site. Use "as is." MNj' 'h')ft?fff t
, ///')l7 7
,..ee-rs --
~
7@W%nni 149/77 '
')
f \& bk N / """
$/baj . ' 589/77
, AU [tORIZED Ok ECTOR O'A e
Istwm[.x =:
, u
, , . , . - _~. - .
NDNCON'FOR REPORT (CONTD) s.eea_2_or f isaca IO R1nev 16 continued .
._the_ traceable document.
j Packing List Drawings Drawings Sent Hanger Shipping Hanger J Referenced With ShipcLent ' Order FDC 8 L . f 0-619-7-19 Ber _2 Rev. 9 E-ME-Q26 96-ONRr'->O-H13 , { 1-619-7-23 Rev. 1 Rev. 2 E-bE-076 10-1HBC-101-H3 i b B. Contrary to the above, pipe hanger assembly part item 2 listed'in sketch 1-619-7-25, Rev. 1 calls for one " 6" I beam @ 12# / ft.: one 6" B beam @ 12# / ft. was delivered. The _American Institute of Steel Construc-f tion does not list I beams at 12M / ft. The status of this beam is indeterminate - See exhibit A.
/ ^ 3 /_7?
Wonconformance noted during receipt insnection. "Q" number is 4.191. Hold pending disposition. d hold i ' tags applied. - A)_._The_ material _ supervisor _.is_to_sontact_the__yendor_and_obtain_a_ corrected packing list showin'g the drawing revisions to which these hangers were fabricated. R1acL2.2._cond -
/WWarW WPM _n :t/?;- z4-%
.L
.pk , .
s tet s-2 ' White Cooy _ originaro, P na Cop, PQAE Goldearod Copy - OC s 7 J
I
- t* n fffW f ff .
/Y '
1m _ r.r .,7.l, W & ^i i n / g at t.1., s
, p. , yg- '
3*-i-0 MATERIAL b. OPERATION $.! E -0 7 6WAN ! '
'- . N# *# "N""" NIU ST #
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- 4 o* wide finnne ra 15.5t/ft.
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5*-3" 4 1 x v y: c...., 4 , a,3 . .a , e h
- 3 ,,
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I , . 4* M-Deam as detai1ed ocr Saction A-T. &
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- I c_c_ Ui x f q. ge{C
- C*T To b*
- T W g T_w_=ld7stsA-34 2 A
. e if _i- $'6" wide flanne 6 15. 9/f t _ S*-1" lona. 4' 1 Y F sol .
Y
'* W'" b b_ b --
fTW"79'fEA-3#1 bECTiE.J k h- T ' 4" M-Ream 6 13p/ft. I'-2 11/16" lonq. (t/ 2 x x
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- l_ SCISMTC ASSFMRLY SVI TCil 8. EfM ItsT C R I NG 1
. -J
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h Y. - 7 VS* , [ Y g,' g .st!?fpl.C & TAG 1 -~ ~~
.=. ba,u MAFKr blii Ittac-101-tes co ToWuiM
*O j A [ $f .
--2 h.
' ~
.; #tMIdi TO PE P(T ATID f fT Af*CnRPM'N -m
~1- alty_nuyDym sPEcIFICATIOK.SG-4
~
a, A J
- 1]
D I - vi s ; ' i , _,n
;\ . t 4,2
- - - m .- -
Y \%w# sin __p3 a' v.. .. : i .t . ,~' 2 :I: .] "4 ~T'o. bre ) C - C, - tpy d n ~. l - *
.- (1\ ' sq vfrm . ~~! ., iawa ~ ... -
\ "lf,*. h t.t- t4 .T r. ' Ap}, roved Dy: [- '%Q- .; q a g v. b
_- [cf,T.g. ' # - E __ gw%.o s.'. c O cv ip_x,q o. , m' .,om,. eT n m c"N-
. uste I W 'U y :"v..-
.i WAR SHIP g >
,g{ y mo r;,,.ge FOR MATERIALS AND OPERATIONS SEE SKETCH NO.!+_4 "_ SHEET,. M J
*?Z UMXfi ..
G . ITT GRINNELL. CONoirioNS F ry r um ur ic 11 All tolerances in accordance
. .qi'
()k. 8 PIPE HANGER OtVISION DESIGN _ with QCP #0A001 U.F.O. y h;< REF DRAWING NUMBERS "*737,* ( '/M "
.YI
~
- 2) Pab. Procedure is.7F-101-10 ,, p pL., . g ,-
,,,'S. . '
ELECT El.'E RGE NCY l' - - - -- -
- 3) All products den'ened in 3 g 'Y l_ .
'* STEEL: c a' t m ,- HV.A.C.:
r.ccordance with 11'i.d ile No.1 f*< FAULTED - -- -- -
., ,j --- --
R21.t .f. REV. DAIFl%* y %* cp DESCRIPTION CUSTOMER cc;::.u'.:57 : Por:rs Co. ~ _ _ ,7 '- Jor' I PIP]t ISO. ,M,5.),3 h7(Q) c\
^ " ""
g O rn75 w ca --
.A r ORDE R OR CONT. NO P.O. 8 7."?O-if-1tv..
DATA POINT C 7" I 'W 2 <*- **. J *.t. m .: JOS NAME A'II1LLl!D 1 A 2 flCR. !!AT* L
---m_.._. . - _ _ _ _ . . _ _ . . - . ,
?!P& liAT'L. %- 8 0le -y.c 3 THIRD PARTY INSPECTION }y 'jf 2 EGP8MO i.- ~ '--
V.'JL . E' AIEA___I CODE CLASS :.MM II T - f ..,_ 3 S_K E T CH__H_O 6;Cli-t K I- __ 4 WiEFT ! OF ' FIV
- v s
(' - s . , t. '
, , . )
n . r (
) ,
NONCONFORMAi .EPORT (CONT'D) i PAsa 5 m,_5_ . .. NC. NO m m_m ,_ . . . _ .- ._ . _ _ ___,,-_ _ __ .. _ __ _ 24 Dispositson Concurrence 24. Despourton Concurrence 24. Osspoution Concurrence
, [ ltem B ltem ,
item R; WORM R EJ E C T REP AR R USE AS 95 REWORM R EJ E CT REPAIH USE AS 45 REWORM REJECT REPA5R USE A$ SS X S l O/_2/7s [b . PROJE fCT'e E LD EN G8 ME E R DATE ' PHOJECT FIELD ENG8NEER .CATE . PROJECT F3 ELD ENGINEER DATE '
~S^e Pase 1 PR OJ p g PROJECT ENGINEEH DATE PHOJECT ENG4NgER OATE yv'4 LTgGeNEEHQ^ W( h(.
DATd DAT AUTHOR 8ZE D 8NSPECTON DATE DATE PROJECT CONSTR QC ENGINEER DATE AUTHORIZED GNSPECTOR DATE
- 20. Disposition Concurrence 24. Disposition Concurrence 4 Disposition Concurrence 3 Item item ,
item RXWORM HEJECT
- REP A8 R USE AS BS HEWORM HEPA8R GJSE AS 9S R E JE CT HEWORM l REJECT RE PAG R USE AS e5 l
PROJECT PIELD ENGeNEER DATE ' PROJECT F8 ELD ENG8MEE R DATE PHOJECT FeELD E NGINEER
~
PHOJ ECT ENG:NEER DATE ~ PROJECT ENGtNEEN DATE PHOJEC7 ENGINEE R -D..Y E PROJECT CONSTR QC ENG0NEER DATE PROJECT CONSTR OC ENG8NEEN DATE PHOJECT CONSTR QC EteG8 NEER DATE AUTHOHtZED 8NSPECTOR DATE AUTHOHeZED INSPECTOR DATE AUTHC RIZED INSPECTOH DATE 24 Disposition Concurrence item
- 24. Disposition Concurrence '24. Dispoution Crncurrence
; ' Item Item REWOMM R EJE CT REP A8 R USE AS 95 HEWORM R EJ ECT 'HE P A8 R USE AS IS REWONM l NEJECT , REPAIR ' US'E A S t$
l PHOJECT Ff ELD ENGtNEER DATC PROJ ECT F E LD E NGIN EER DATE TE PHOJECT PSELD ENG8NEER PHOJCCT ENGINEER DATg PHOJECT ENG8 NEE R DATE PROJECT 'E NG8N E EN DATE PHOJECT CONSTR QC ENG8 NEER ,DATE PROJECT CONSTR QC ENGINEER DATE PROJECT CONSTR OC ENG4NEER DATC F.UTHOH4 2 E D SNSPEC TOR DATE AUTHORIZED $NSPECTOR . DATE
- AUTHOR 4 ZED GMSPECTOH DATE
- 21. Disposition Concurrence 24. Disposition Concurrence 24 Dispositeoa Concurreme item . Item item HEWORM REJECT RFPAIR USE A5 IS HEWORM REJECT REPatR USE AS 35 REWORM REJECT REPA8R USE A$ tS 4
PR OJ E CT E NGI N EE R DATE PNOJECT ENG8NEER DATE ' PROJECT ENGINEEN DATE PRMJECT CONSTR QC ENG8HEER DATE PROJECT CONSTR QC ENGINEER DATE PROJECT CONSTN QC ENGINEER DA1E AU T H O R 8 Z E r\)SPECTO R DATE AUTHOR $ ZED $NSPECTOR
) DATE AUTHORlZED ONSPECTOR DATE )
n. s ~ s r\
- J-.-.--.- - -~ , .
j . .
. ,, .n
_ . . "~d. l~ . "' . _. ,_s
/- NONCONFORMANCE REPORT /
^
- 1. Project Narne Job No. 19. g 20. -
' Midland 7220 N o. Page.1_of 2 o
- 2. Unit (s) 3. Drawing /Part No. Rev 4. Item Description 5. Item Location .
II :T/A N/A Cadweld Testing Prequency Contairment ,
- 6. Spec No. /. SaSI No. 8. Replacement Part ,,, 9. Source 10. Contractor / Supplier
~
_C-231 Rev.l1 N/A _-_
"/ "
-N/A "Ev.N/A No -N/A- Construction N/A *
- 11. Inspection Criteria ~ M/A i 2. AsME AuTHOnazED 14. Dascovered During
, , u c,. s 3. snETCH ATTACHED 15. Equip Furnished By eNSPECTION REQ:D g" Dowo ESPEC DoTHEa NO- C. 231-Rer _1_1 O vEs flNO ] * '"
DaEc:a IBCOMsT O TEST OCuENT DENo (3r'D
- 16. Nonconforming Condstion: .
Specification 7220-C-231 Q Revision 11, Section 10.13.5 states 24. D.spouiion Concu,mno
.. . Production splices shall-not be smoved from curved reinforcing bars for
" "*" "" "c' Q
" ' " ^ ' "
that . tensile testing; for T-series splices on curved bars, separate sister splice test cycles g f j , 7 j. shall be established for horizontal, vertical, and.dissonal positions and for each 9" gy'" , "^/'
,, g. -g .-ids PR OJ E CTgEN GIN EE R . ATE .
bar size as follows: /[ PfiO
// 3].g ,g ech J E I CONSTR QC ENG EER
. f ./., - / ~/
DATE AUTHOR 0 LED INSPECTOR DATE Date 1 Dats 25. Disposition Results 17$. eporte4By7L%r,m
- 21. Routing M-d^- 76 M TO FIELD ENGINEERING W. &. Splidys,ci BydlZx wCl%' 9- S 76 Q' TO N ER$ (SPECIFY).
- 22. OField Engineering Disposition HFIELD ENGIN EERING RECOMME NDF D Di$ POSIT ION TO PROJECT E NGIN EERING Use as is. The field recommends testing two (2) additional sister splices for the next 100 splices to insure adequate testing. This will make a total of .
five (5)~ sister splices for the next 100 splices. , y _ J dh
/
r j)dlY_ . ?$IlYl* , . l, k
" p; .g_,y otw' ~
- 23. Project Engineering Disposition
\/
c:ae_paga ? nf ? a 9
*77Mh"'tk.
QC ENGIN EER . J h1 DATE #
~Bi 3 <
~~, .. - , . -__
( . -- , . . _ , _ , _ , . . . . . _
7 r2 ,-
- i --
m ,- i s NONCONFOR REPORT (CONT D) e man.E_ or.3_ . .. c r. if k One ritter splice for the first 10 producticn splices ti. ,p
! Four sister splices for the next 90 production splices ! Three sister splices for the next and subsequent units o ofl00 spTices."
Contrary to the above, only two (2) sister spliws were taken for the next 90 productions in Unit 2 Contaiomrit
~
between 10-30-74 and 6-2-76 for #iB~ curved bars. Nonconformance found during review of Frequency Test Reports. Q-List 1.10h No lloid Tags applied. r ,
# 23. Project Engineering Disposition:
g .
- 1) During the second set of 100 production splices (from 101 to 2 01,_two (2) additional sister
[ e splices were tested and thus the total number of sister sp_lices tested for the first 200 splices is eigljt__(8) . Eventhough the testing frequency does not meet the Specification requirements, the total number of required tests have been made for the first 200 caducids.
- 2) The total number of cadwelds and the total number of tests during last 3 years are as follows:
Total Number of Cadwelds Total Number of Tests 1974 2851 - 116 1975 823 30 1976 597 23 There have been no failures during testing. Based on the above. Engineering __ concurs with the Field Engineering recommended position to "use as is". [___ ___ White COOy At P !!/ W7I
- originator '
idi M'fhI'/( Consts L .y - Fieks Engineer Per* Case - PQAE Goedenrod Capp - oc
~ .
.s Y , .24.,Y
.( > -
/'~
v)
- s G.. ~ e & ) i d s'
} -
- NONCONFOR'MANCE REPORT '. .
d
.. o! *s .]
L
/* . 1. Project Name Job No. 19. 20. / 2-gggng .
7220 "*' " "
- l. 2 Unit (s) 3. Drawine m - " Rev 4. Item Description S. Item 1.ocation tinita 1 &P 7220-M120 '48 5 12"-150" carbon Steel Gate _3(alve '
OC Hold Atea
- 6. P.O. C; r :. 7. 8. Replacement Part ,,, 9. Source 10. Contractor / Supplier
.h-1 " ' " n>/A
- y '7220 7,0 90AC F- _3-1
.- "*" " -- sedier hse / NHiv Vdeley
- 11. Inspection Criteria ,R no, R-1.OO ~455 ; 5 2. AsuE AuTnoRizEo 2. sxETCn ATTACuEo 14. D.scovered Durmg 15. Equip rurrushed Dy Ovu Do
~ ~ ~
Dowa asPEC coTwER no. M-120 s ', E ."?" * *"O"no . Garc:a OcoasT O TEST Oct Ea7 REaa Or'o
- 16. Nonconforming Condition: -
24 Disposation Concurrence Spec _.7220-t{t20. Rev h. Para 11.2 statest f
"After cleaninct and REWORM REJECT REPA4R uSE AS BS drvine,_ internal surfaces _of_ferritic steel valver shall be_ Conte 43 1th_a water x b soluble _ preservative." contrary _to_the_above,_two_valyss, Item # % 4 & 5.4 have a film of rtmt on the internal surfaces of the valrea.
G.M@[ PROLE Y --7T' M~M b" hM /8'/N/-' tE LD ENGlNEER OMTE
~
If - d - TO
" PROJECT ENGIN EER DATE - .
Nonconf9rmance noted duting receipt inspiegtione "Q_" number is_ indeterminate. ..AWI -w %( [/-6 /1d'-74 ? Y d hold tan (s) nor lied.~ ~ Rold nendine final disoosition.
- ~ NM"AN****"//^/5 -74 Aut4oRszto sssprCToR oATE
{ 17. e rted B Date 14/Valig d. htAL Lb, '.7L/
. Date , 25. Disposstson Results y
- 21. Routing a '
s-.--- /0 -0A N'\ 10 b dN'> .
@ To FIELD EN GIN EE RING Q TO of h(SPECIFYl
'Q$
~
- 22. cri.id Engineering Dispositioa Q "o = " a' a e = a'"a a = co"" 5 " o c o o' 5"o S o" ' ""oc ' E "a ' a c c a '" a
*O . . . = . . . - , . , ,. .- ,_ __
,iciu c.nu i nee, a ny in3pecciun s eveu n an incciou. aus.o c u.xv.v.uo.un . umuc. s. .u n m
-light filn of cust. ::cith'c r rust or discelocaticc. cxists c.. th; ;cc ti., av.- Tcc,_; e r thc scets--se MseJ-srThc velicreic .ucd5-tu, e T. mod 'cen tc .m J ,. . ,_ v u e . Thc l internal surface discoloration will not affect th'e integrity )
valves, therefore Field Engincering recommen8s "Use as is". grf9perat ongf thesegM [d M [,C'f ~
- 23. Project Engineering Desposation I . _ . _ _. N n rictu Lugtne ct ino- rimpN rinn o r -
rru. ni vo1 orsi im, ._ . . ,
'lm.-.c 1-- t '- : d.c l i ._, m I m ; . .- 'i.,m ,. '! -,' " ' '~
~
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'N /*.rs h & 1/ k /? f AdTHOR 8 Z E D IN!PECTO R
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, NONCONFORMp' "T REPORT (CONT D) -i ucs 2 e r1 i. aca 9 x
.23e ECT ENGINEERING DISPOSITION
, s Anchor / Darling cleaning procedures (Vendor Print numbers 7220-M-120-31, 57 and 58) were approved. These -
procedures did not specify the use of a water soTubTe preservative as requiiea Ey Paragraph 11.2 or Specificatiot. M-221. CPCo Plant Design Guide paragraph 6.1.5 prohibits the use of protective coatings.
'SCN No. '2 to 7220-M-120 delete.d the requirement for water solubic preservative. Water soluble preservatives which would be flushed out of valves during startup would possibly cause cleaning problems and/or _
contaminatfon_of_gfp_e_andequipmentdownstream.
~
Since there is no. water soluble preservative, we must expect that a small amount of light rust film may. occur from time to time. Loose rust will be removed as a part of system startup flushing procedures.
- _._. Valves._ listed _on this NCR are part of the__componept cooling _ water system which has been classified as cleanness class "C" by BEBC-1099 dated 7/16/76. Additionally, BEBC-1099 states that the level of cleanlinessshouldcomply,with[ ANSI _,N45.2.1-1973. For class "C','_ components ANSI N45.2.l states in part that _ ., _ __
. . _ ."L _ Thin _ uniform _tust films are..acceplahle op_cgrbon. steel surfaces." _
Based on the above, Engineering feels that there is no reason for an NCR and that the disposition of these e valves should be "used as is." .
. . _ . - _ . . _ _ . - . . -. . .. . , S&_NQj$
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- Golden <od Copy - OC
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NONCON'FORMANCE REPORT .
- 1. Prosect Name , Job No. ro
'MidlaDd- 7220 E 560 p , ,
- 2. Unstis) 3. Drawing /Part No. Rev 4. Item Descriptioa Decay Heat Removal 5- 8 tem I ocatioa 2 2P-60B N/A Pump-B&W No. 2DH-PIB WHSE .
- 6. ' P.O. or Spec No. 7. Serial No. 8. Replacement Part
,,, 9. Source 10. Contractor / Supplier M1.17 2P-60B e/aN/A.new n o. Supplier B&W (NPGD Lynchburg, Va.)
- 11. Inspection Criteria FSF Mll ASME AUTHORIZEo g 3.
,, n o, 92.
'" SM' ETCH ATTACHEo 14. Descovered Dtiring 15. Equip Furrashed By Dowa Osarc Dorsea ao.Rev. 2 g y",*," * "O"ao Ova &
- 16. Nonconforming Condation: OadcMS*onrYMV dc'icar Orac Or'o gp #11, Rev. #2 paragraph 5.1.1 states: "Upon receipt of a 24. Despositusn Concouence B&W Quality Assurance Document File, the Quality Control Documentation Coordinator "j' " , "" " "'"^'" ****
will forward the document file to the discipline Lead Quality Control Engineer for , 2_ > /d2/77 review." , Contrary to the above, the Quality Documentation Package has not been ""."/''
" " ' ' " " " " ^ "
received at the jobsite. 1 Q.C. Hold Tag applied. ( ['Q[4 Q.# 14103
}'J2 - 7 7
))h
' AUT' itoR8 ZED thSPE6 tom
/- /Y-7]
DATE
~
7 epor y Date 18 i ed 8 6' Date 25. Disposation Results c , da)ted, NYahr t., 10-7-?( Q$./V lhd def.Y~--
/c* MI'/W_ i 21.,' Routing O ro r'c'o caoraera'ac
~
> / / 'M '_ ,/
0 r~o Ba cockis6h c'N11cox oi)aras ),)q upp_,/y,f,',,,y lQq , e.g .
- 22. QFeeld Engineering Disposition . O='o zao'assaina accouuenceo o ScoSiriou to eno;ccr cucineca ua l 1 - n $f 5( / -l~
l0 ~.~ b fk1 ) hs(' ///N($ 3CsL I Ms.*Whc' /psu / 5, .~, R c' h t }/f(_$2.!' "A b , / $ f $ $ /.~j~,/ ( l .' ,f ; } . j_-
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%We v~' so was d& i!D Acaw/... A 23.. Project Engineering Disposition
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, , NONCONFORK1 ' REPORT (CONT *D) ..ema l o a n.aca 60 , ~
To allev the installation of pump and the con'tinuation of crecting pipe spools in the Auxiliary Building, the field is requesting that the pump 2P60-B be released from the Warehouse and allow the pump to be installed in a " stored condition" ie: No connection or attachments are to be permanently installed to the pump. The. pump is to remain in a " Retrievable Condition" until such time that the proper documentation can be received and approved by the site. 1 O ~ I( [ ./L
~
Concurred by ,
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NONCONFORMANCE REPORT .
._s
- 1. Project Name
- Job No. i
' 19. g 20. I~'
Midland. 7220 N o. Page.l of [ T <
- 2. Unit (s) {ggng/Pa g Rev g ' 4. Item Description 5. Item 1.ocation
. 1&2 _n 9R9 n un ' 7 o. wwT. Aux. Bldg. . Elev. 568'.-0 " 8.
~~~
- a. e:e-er Spec No. 7. Serial No. Replacement 18 art ,,", 9. % urce M. Qntractor/Saappiser C-231 N/A' riri N/A .Ev N/A No. Construction N/A 11". Inspection Critwia in No C-1. 22- /R t 2- ^ sue auTNoaizEo i s. snEvC arr CNEo 14. Disco,ered During 15. Equip Furnished By OwG OseEc OorNEa a. 6-/ R">f 6v"Es'""* M'o" @* } OaEc:G dcoNsr O TEsr OctiENT Ocas 6'o
- 16. Nonconforming Condition: .
24 Desposerion Concurrence Item 1. Dwg. C-210, Rev. 5-calls for #9 @ 12" horizontals each face at "F" line " " " ' ' " ' ' ' ' ' ' vall. Contrary to the above at the construction opening 5'6" east of 5.6 line both p. // _fpf.7 sides of the opening have 1 #9 each face have been omitted.
'.'" Pg"t * * " ,) 7 4 Item 2. Dwg. C-219, Rev. 8 cal 3 s for #11 @ 12" verticals each face at "F" line wall. ., '
g,g'""j"[g.q %JJ .7 J
' Contrary to the above at the conscruction opening 1 #11 each face have been omitted ""f ' " *' " " 1"/' "" " " ^'"
at the bottom of the ope.ning. ^"'" "'** '"*c' ^
- 17. Reported By Date 18. VElittat V ,j Date 25. Disposation Results
' O. k ]p { f / ,pf R f,(f
~YOT "5 lQ*j'f*
- 21. Routing Q To r: ELo ENGINEERING C YO o EPS (SPECIFY)'
- 22. OField Eng.neering Disposition SFIELo ENGINEERING RECOMMENDEo 005POstTsoN To PROJECT ENGINEERBNG Item numbers below relate to corresponding item numbers in block 16.
Item #1: This'is not a nonconforming condition. In the 9'5" length, th'e area of steel required is #11012". Starting the 1st bar S/2 from'the bottom ' face and continue the bars 0 12", 9 bars are required. 9 bars are installed' in each face of both sides of the construction opening. (cont on page 7)
- 23. , Project Engineering Disposition The safety of *he structure with the existing condition of rabars renorted in rho McR was studied and the enlenintions are filed in rhn Engineering Ffins. The n t rit e tu rn 1 capacity is adeaunte and no safety implications are involved. Hence. Project Engineerdng recommends "use as is". ,
(Contd. see page 2) %D QC ENG8MEER E t/,) //7 hATd
; , aurNonizEo sNsrEcron o E s J mm- w_- -.
- - - -_.- - - - ~_ _ _ . . , _, . _
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- BLOCK #16 CONTDMED: -
7 NONCONFORM REPORT (CONTD) ie. ac at Item 3 Dwg. C-210, Rev. 5 calls for #9 0 12" horizontain each fac3 at "F" line wall. Contrary to the aE ve at the construction opening 6'-0" west of 7.4 line 1 #9 each face have been.omitted on the west side of the opening. < ., Item h. Dwg. C-219, Rev. 8 calls for #11 @ 12" verticals each face of "F" line wall. Contrary td the above . at the construction opening 6'-0" west of 7.h line 1 #11 each face have been omitted in the bottom of the opening. Dwg. C-282, Rev. 7 calls for #8 @ 9" verticals at "D" line wall. Contrary to the above at the
~
Item 5 constr totion opening k'-9" vest of 7.h line 1 #8 at the top of the opening has been omitted and 1 #6 at the bottom has been omitted. Item 6. Dwg. C-282, Rev. 7 calls for #8 @ 9" verticals at "D" line wall. Contrary to the above at the construction opening 4'-9" east of 5.6 line 1 #8 in the top of the opening has been omitted. Item 7 Dwg. C-lh0, Rev. 9 states to provide equal area for area interrupted. Contrary to the above of the construction opening 4'-9" east of 5.6 area provided is not equal to area interrupted,1 #8 has been cmitted in the top of the opening. Nonconformances noted by Project Engineering review of. marked-up as found drawings. Q-List 1.203 , 4 Hold Tags Applied. Block # 23 Proiect Engineerine Dispogition: (Contd.) s 2nd line of item 1 of Block # 16 should read " contrary to the above et the construction opening 6'-0" east of 5.6 line 1-#9 ca. face have been omitte'd for both sides of the opening". 1 /// t- ?; -7 7 ~ i.I nf , y!j M*A&Vfr '-l-) /_ *
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90094-2 Whit. Copy - Orte nator Canaev C. - F e.y Engen e Penk Copy - PQAE
- Goks.nrod Copy - QC
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g'4 ' NONCONFOR REPORT (CONT D) eena d r__7 e s. ca
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_SItacing is within tolerances of the spec and the area of steel is satisfied. Item #2: Same as Item #1 # Item #3- Dr_ illa _ hole _for_eaciunissing_doweLJ_d_owel_dianteter_R]us 1"(minh_in diameter, fill the hole with non-
; shrink grout (Embeco 636) and set dowels in acconiance with embedment and splice lengths prescribed on Dwg. C-211 Rev. 4. .
Item #4: .0ver a l'0" vertical length, at the bottom and along the east side of the construction opening, l#11 E.F. is partially exposed, indicating that the-required #11's are installed. Since the bars are present, this
, is not a nonconforming condition. .
Item #5: For the top dowel: in the 47" length, #8 9.9" are required, starting the first bar S/2 from one face and continuing bar 0 9", 6 bars are iequired. 6 bars are installed on the north face and 7 bars are installed on the south face. Spacing is within spec. and the area of steel is satisfied. This not a nonconforming condition. For the bottom dowel: same as Item #3. ' Item #6: Same as Item #3. Item #7: Same as Item #3.
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l , 6 NONCONFORMANCE REPORT e y V g^,.27-77
- 1. Project Name Job No. 19. 20. '
Midland Nuclear Power Plant 7220 No. 590 Fap _i of2 1 c 2 Unit (s) 3. Drawing /Part No. Rev 4. Item Description 5. Item t.ocation t 2 N/A N/A Testin'g Frequency Containment #2 - 6 P.O. Or spec No. 7. Serial No. 8. Replacement Part
,,, 9. Source 10. Contractor /Suppieer C-208, Rev. 7 N/A P/N N/A. REV N O. Subcontractor U. S. Testing 11 Inspection criteria ,, no. /A ' 2. ^5ME AUTHORIZED . 3. sNETcN ,rrACHEo 14. Discovered Du,ing is. Equip Furnished By C- 8, Rev. 7
- CowG WSeEC OoTHER NO. O 'v"E "NO U * ** E" }mg{Q,gy P
g gBg1T,g @
- 16. Nonconforming condition: n 24. Disoosition Conc.urrence REWORK REJECT REPAIR USE AS 65 least six specimens shall be taken, with intervals between each set not exceeding 100 W cubic yards of concrete batched for each mix design." Contrary to this concrete Yiv 6 , /// 2/ 7 7 placed 10/20/76 (CC(683.25)a') was sampled at Ticket #11000 (232 yards) and Ticket MMN"f""
R ENGINEER YE/T[ ATE
#11014 (336 yards) at an interval of 104 cubic yards, thereby exceeding the 100 cubic. l 7 d'OJ EC[,uad dus /-/'r 77 yard interval. One hold' tag applied. Q-List is 6.101. / "
M ***" Y "" ^**
. ALJINORBZED BNSPECTOR DATE A a
- 17. ported By Dat i alid d Date 25. Disposition Results
- 21. Routing e N 's*f[A lhb'Y O TO FIE L.D EN GIN EE'RIN G TO OTHEhtS l5PECIFY)
- 22. OField F.ngmeering Desposition OFIEC.D ENGINEER 8NG RECOMMENDED D45POS4 TION TO PROJECT ENGINEERING Use as is.
/ /- f /t ItY~h I Y / l MLK. LA nMu / /
- 23. Project Engineering Disposition *
*ProjectEngineeringconcurswiththeFieldEngineeringrecommendedckippositionto "use as is" based on the following:
- 1) For the subject pour, six (6) pets of strength specimens were taken at the bat.ch_ plant: givine an overall frequency of 83.7 c.y. per set of strengt.. cylinders. ,
- 2) For pour CC(683.25)a', 28 day strength results from cylinders cast at the batch /k'8[b //jp/7 7 plant averaged 5157 psi. Field cast; companion cylinders for the same pour 3 3J (Contri.1 A UTHO RIZE D INSPEf:TO R DbTE
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NONCONFORMANCE REPORT '
' .s a- %y,1 .1
- 1. Project Name Jot > No. '
- 19. 20. 1 Midland 591 Page _7o,g 7220 N o. *
- 2. Unit (s) 3. Drawing /Part No. Rev 4. Item Dew:ription 5. Itern Location 2 N/A Cont. 82 N/A Test Frequency Elev. 602.3' 6.. P.O. Or Spec No. 7 Serial No. 8. Replacement Part 9. Source
- 10. Contractor /Suppher C-230, Rev. 7 N/A P/" - N/A Ev N/A N,,, O. N/A Subcontractor U. S. Testing
- 11. Inspection Criteria en no, C-1.36'[6 s z. AsME AUTHORf ZED t 3. sMETCH ATTACHED 14. Descovered During 15. Equip Furnished By DowG U SPEC DoTNEa NO. C- DO. Rev. 7 O ',"E,"""[N o" O
- QREC:G 3CONsT O TEsv OCLiENT OENG OrLo
- 16. Nonconforming Condition:
7 3m&mdgMmamua '" '"i " "'""*"'* REWORK REJECT REPAIR b2 performed every 35 c.y. produced. On 11/1/76, Pour No. CC(602.3)a', tests were USE AS IS
~>
run on Ticket No. 11238 (264 c.y.) but not run again until Ticket Not11243 (304 c.y.) n .-[f, __. m ~
'/7 77 cxceeding the 35 c.y. requirement by 5 c.y. 1 Hold tag applied. Q-List No. 6.101. (
Aggg SELD ENGINEER OAT p4/T{
~
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'PR C'r CONSTR QC EN he NEER
)-/P77 DATE AU THO R12 E D IN SPECTOR DATE 17 Reported By 3 'Date . 1 Vali at B Date 25. Disposition Results N WA@ '
b b / [ '
'@ Mhh ((
- 21. Rou" ting @ TO FIELD EN GINEE'RIN G O TO OTHERS (SPECIFY)
- 22. DField Engineering Desposition @FIELO ENGINEERING RECOMMENDED DISPOSITION TO PROJECT ENG8NEERING Use as is, o a , ,
f / d hv. Ub /) t s A _ . K 4Zk~w" WWu '
/
- 23. Project Engineering Disposition Project Engineering concurs with the Field Engineering recommended disposition to '
"use as is" based on the followinst: .
11 For the subject 297 c.v. pour ten (10) slump and temperature tests were taken at the 7uck discharge giving an overall frequency of 29.7 c.y. per tesg ,, ,
- 2) The results of all slump and temperature tests taken at the truck' discharge
]8 N(( j//g/77 oc ENGINEER pATet W.gre acceDtable. *
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, NONCONFORMANCE REPORT
*1. Project Name Job No. 19. 20.
592 ., Midland No. Page _1of 1 7220 - 2 2. Unit (si 3. Drawing /Part No. Rev 4. Item Description
- 5. . Itasi Location Cont. No. 2 Common N/A N/A Concrete Air Content . Elev. 619.5'
- 6. P.O. Or Spec No. 7. Serial No. 8. Replacement Part ,,, 9. Source 10. Contractor /Suppher . g C-230. Rev. 7 N/A '/" N/A REv N/A N O. N/A__ Subcontractor Champion, Inc'. '
- 11. Inspection Critoria ,, no. C-1.30-17 i z. AsME AuTNORsZED i 3. sxETCN ATTACNED 14. Discovered During . 15. Equip Furnished By
. O OwG gs,EC goTNER N o. C-230. Rev. 7 '" O 'v"Es ' "d O O ' B" QaEC:G OCONEr137'Eir DCuENT DENG Or'o
- 16. Nonconforming Condition: 24. Drsposition' Concurrence
"'" "" "*"^'"
maintained between 3-6%. On 11/2/76, Pour No. C(619.5)a, an air test was run on " " ' ' ^ * ' ' delivery ticket No. 11269. Contrary to requirements, resulting r.est was 6.4%. Field q., ( /}gy
. cylinders were cast from end of line sample, 1 Hold tag. applied. Q-List No. 1.101.
^'
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,%g'.q OJ NEER DATE n',) ~ m / -/ 2 7 7
/ J (ONSTR QC ENGl ER DATE AUTNORIZLD INSPECTOR ' DATE 17 Reported By ,
D to 1 alid t y Date 25. Desposition Results Y
- LY ~ *
- 21. Routing TO raEL E N GI N Eh RIN G Q\TO OTNERS (SPECSFY)
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- 22. OField Engineering D%sition @ FIELD ENGINEERING RECOMMENDED DISPOSITION TO PROJECT ENGINEERING Higher air content will tiend to ?~ rease strength and increase durability. This
. pour was the feedwater isolation valve chamber slab ' poured with D-2 concrete.
Cylinder set 1139 cast at the batch plant had 28 day strengths of 4520 p'si, 4030 ppi. / Field set 1140 F had 28 day strengths of 5370 psi and 5220 psi. Use as is. g ~ hQ
- 23. Project Enyneering Disposition V
~MY7/54k / / '
liigh air content would tend to reduce concrete strength while increasing the durability of the concrete. Required 90 day strength for this D-2 mix is 5000 psi. Proj ect Engineering concurs with the Field Engineerine recommencied disposition to "use as is" ba sed on the fact 28 day strength averaged 4275 psi for cylinde. set , ./ / 1139 and 5295 psi for Field' set 1140 F. The 90 day strength average for_ set _ M *j k g , j j' / ""-/2-7 7 1139 is estimated to be 5200 psi. (L,D g_c,.77 M g/
) a. [* 7 / AUTNORIZED INSPECTOR D E JV J J
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- NONCONFOR ANCE REPORT A. -
T*,
- 1. Project Name Job No. *'
- 19. 20.
597 "*" r Midland gW-07220 " - '
- 2. unittsi 3. -e ow=vPart No. 4. S- ''"'****"
from Descriptioa Radiographs (Vendor Supplied 1 &9 E 60hei-2-1
- 8. Replacement Pait W@ ~
- rnr valve _E 60li6 2-ll O A vnnl t (Pil d
- 6. P.O. c ' "': 7. Serial No. 3,4 9. Source
- 10. Contractor / Supplier
~
'7990_M_190 r/N 1A REv ITA N O. ITA ydr 11. inspection Criteria E Anh4 9_1 A m M r m r'ing ydm m.
3R NO. MA 92. ASME A UT H O'RI Z E D 93. SKETCH ATTACHED 14. Discovered During 15. Equip Furnished By ITA S' '" U*** OowG OSPEC GoTNER N O. gy"ES "O"N O @" RaEC:G OCONST O TEST OCL ENT MENG OrLo
- 16. Nonconforming Condition: 24. Disposation Concurrence -
The referenced 10" TmR-GT-2MO-1760-RVE valve radiograghs w. ere re-REWORM REJECT REPA8R USE AS BS ceived in a manila type envelope which was badly torn. The radiographs were ripped. X bent. had holes vorn through by rubbing, and exposed to the elements. Five of the film w. ./- 4 7 FJ PR CT FSELD ENGINEER DATE are damared in the area of viewing interest makine their acceptability indeterminat' e. ww je cs -% R . T GINEE DATE vananr ntatnn that anplicato rnaiagraphs are not_ayallable. // /Si 4" C h / 'b ~,7 / non Number h.176 1 hold tar annlied to the valve in warehouse - OC Hold Area AUTHORIZED
. "Y8[
INSPECTOR
"/-[E 7~7 DATE Hold fo'r Engineering disposition , ,
- 17. Reported By Date 18 2V lidAteh B/ 25. Disposition Results j % s 1,1 pfn w //~ //-74 hff)-}{./wiu Y' Date{/ //'-// * $;> <
- 21. Rout 4/ig TO FRELD ENG8HEERING Q 'TO T Ejts (SPECIFY)
- 22. OField Engineering Disposition QFIE LD ENGINEERING R ECOMMENDED DISPOSITION TO PROJECT ENG4 N EER0N G dm -,A M2 Field Engineering recommends "Use As Is". (1) The radiographic film package for valve 4244 z- abbr E6046-2-1 containS__ acceptable repair radiographs that_ coyer the same areas as the four !
.444L J /I_ #c/,7, , , .
_ radiographs _that have holes. tears. etc. ASME Section III. Div.1.1974 Edition does _not_ require that.._"in-process" radiographs be retained provided that ther_q is an accep-table radinoranh that ren'r esents the final enn'dition of the material . Mlm identificat ion
- 23. Project Engineerir'ig Disposition The field enni[ieerine recommendation is acceptable n n t.rri t t on _ ARME TTT NA 6417(h) requires that final radiographs shall be included as permanent records. It does not require that "in-process" radiographs be retained provided there is.an acceptable final radiograph. The BQAM-ASME III, div. paragraph 7220(8) states that " final radiographs shall be maintained as a permanent record. ._ . h M d
- M [/8/72 M% nkfg
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NONCONFORMJ ) REPORT (CONT'D) .. eaes 2__or 2_. is ace a EZ__.
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., ___ BLOCK 22 continued:.__is_as-. f9 ' ;. sy .
Date 2s. Disposition Resuits
& &2 Date
// !/ / /4/me Rl / / -/ 2 Per attached Harnischfeger Ware-21.Rafne gO RELD ENGINEERING Q TO/ H E RMEC8 N)
. Touse delivery notice. The de-
- 22. gri.id' Engineering Dis' position ,
OrtELD ENGINEERING RCCOMM EN D.ED DISPOS $ TION TO PROJECT ENGIN E ER8 NG The bolts which failed were broken and have been rejected and scrapped. and shipped back to Harnischfegor Field tests established that boit' failure was due_ gg# M so-*v-/s
#/-a Co. Per claim tag #17868, to incorrect torque value specified by the Vendor._ IIIstf74 _ / ff , .
Packge and shipped to: P & H has revised torque requirements and e/M Y ,v WO/7D Rarnischfeger Co.
/
furnished addit.ional bolts. (See attached 'tvx 26 ('I) M-92) / Attn: Jim bWenor ,
- 23. Project Engineering Disposition 47B (Wont r.voon 1Mnld Ave.
Claim Tag r/ 868 . . C u n L = L L i I'e i 5 E_r_t, 378 Before Par bring the defective 1 , s,
.Y/$$$:n,I&1] ?rki Y R 2 f'774 G ik M QC ENGIN R I g[A /F/ '
, AUTHORIZED ONsPECTOR O
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5 I ~. 1 1 1 0 3 2 5 T .t u .' T S , ALL 3?IC,IFY II.1I-IJ:I LOLT T I:IS I O.! F 0.1 S?2CI FI C I JOLT TY? 2 A'1] 'JI A IIT:i 1. ICA.:?LT - 1" JIA. A-32 5 HI-ST.Z:I3TH 3 3LT
- T T'TJID T O O ITil .1 II'.iI::L.: J0LT T :3IO:I 07 51,000 L33.
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HARNISCEFEGER FIAREEDUSE DELIVERY NOTICE - .
/T) ..~ MAIN PLANT PHONE ORDER .
.-* *P I- C2 - Os - 04 eve'ETw OS -
- O s - enor nix 07- O s - tETEaiioao Os- Oo-
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d-- - h- FOR SILLING PURPOSES ONLY P& ORDER HUMBER
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(v) ' NONCONFORMANCE REPORT Crs LI's.
- 1. Project Name Job No. 19. 20. /
I" Midland 7220 No. Page _}of
. 2. unit (s) 3. Drawing /Part No. How 4. Item Description Additi nal S.
Common 7220-C-219 8 Rebar in header above 'd oor opening El. 584 @ 'G8&Hem 6. Loca
- 6. P.O. Or Spec No. 7. Serial No. 8. Readacement Part , , , , 9. Source 10. Contractor / Supplier N/A N/A P,NN/A 4
~
REv No. Construction N/A
- 11. Inspection Criteria AsME AUTHORIZED gg go, 12. I 3. SKETCH ATTACHED 14. Discovered During l 15. Equip Furnished By
.E D WG OseEC O.aTNER No. - - O'v Es""" h"N o E "" U" OR EC:c OCoNsT O TEsr' OCt ENT GENG Or'D .
- 16. Nonconforming Condition:
F & G'd hm m0-C-M hs 8 Sn a 24. oisposition concurrerwe additional 4-#8 horizontal bars and 6-#5 cap bars @ 12", below an additional "'" "* " "'"
"y
horizontal construction joint for the door header @ G/6. 6. This area vias built g-;G /) g /-2/- 77 as'shown on Dwg.7220-C-219, Rev. 7 which does not include the additional 9 M 7.";e. cp items. Q-List No. 1.203. Hold.for Engineering Disposition. 1 Hold Tag Applied. {%" JDA E y7
} J CT COissTR QC GS N EE R DATE AUTHORIZED $NsPEC/CR DATE
- 17. Reported Byj ,g , j Date } a By Date 25. Disposition Results
- 21. nouting e:.m fM&i/w W - ! ?-- 7 fo ,I{ _ yy' , , // -/& -%
,gTo r ELD EN GiNEERiNG o pfTJ4ERs isrECirvi
- 22. OField Engineering Disposition rlELD ENGINEER $NG REfCOMMENDED DISPO5VsON To PROJECT ENGSNEERING Field Recommends disposition as called out by FCR-C-378 (Attached).
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- 23. Project Engineering Disposition The corrected copy dated 11-29-76 is attached. The missing bars were t;o be used in conjunction with a planned intermediate construction joint; because this
' intermediate construction ~ joint was not used, the unplaced bars also were1 not required.
Therefore, Project' Engineering has found the"as built" condition to be structurally adecua ~ th g sag ty implications involved. and recommends to "use as is". C r . s i/ W/) {94to+- l- /) ~D 11oh : Whi) GSftw.W /o N,i ' WY""W//u /////77 e- - w Ea.,N EER - -- - eA, o blW n'd3 //C/J?T # #
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@ ' . AUTHORIZE D INSPECTOR DATE rfs ,p f [gg,,ym. ,.gga
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' FIELD CHANGE REQUEST -
PAGE 1 OF 1 No .g.37g; .,. [ ' *
- 3. MO DAY-YR f PROJECT NO. 7220 0 No. 1.203 DATE 4 22
, 36
- 4. REF. DWG, OR SPEC. REV. 5. TITLE - Addt'l rchar in header above door opening \
7220-C-219 8 at G/6.6 -
- 6. DESIGN ORIGIN: -ENGRG 3 NAME VENDOR O (IDENTIFY)
- 7. EXISTING CONDITION: -
4,
)
- .ontal b'ars and 6-#5 cap bars 0 12". below an additional horizontal construction joint -for the door header'at C/6.6. __
- 8. CHANGE REQUEST / SKETCH s 'Z O
Revise sections F and C of the referenced drawing to: p. a) Delete the additional 4-#8 horiz. bars and 6-#5 cap bars. , b) Show the following as-built construction joint arrangement: - I , G'
.. F L. 964 o -
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l ,..- c.o M @ l J T D" l. o l Y7 0 h*
- I 4 '
The above requests are made to reflect the as-built condition of the door header at G/6.6. The as-built condition conforcis to the original project engineering design to pour the door header to elev. 584' without an intermediate horizontal construction joint. . 9 dI n W .,
- 10. R E VIEWED Date 9. / r f
f -civil 44"M d " *
- 11. APPROVAL OF FIELD OtSPOSITION:
' ELECT. -- - "Y" 2b"Ib '
MECH. fL
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$ ~EE 'Abe
- f. Project h &Fleidgfigineer AAA m ) S b 'ofb WE LDING --
' l - L '# ' I fd' '
Date -
- 12. PRUJECT ENG'R G APPROVAL: YES O NO O PROJ. ENGR.: Date:
REMARKS: l WHITE - PRINT COORDINATOR QC - 2 FCR ! NAR,Y IELD ENGR. , REV. 2172
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i. NONCONFORMANCE REPORT , [ IGJJ Project Name . Job No. 1. Midland 7220 19' No. 605 ** NI Page of 6
- 2. un;ud . 3. Drawing /Part No. Rev 4. Item Description 5.
Additi nal Common ' 7220-C -219 8 Rebar in header above door opening El.Hem584t.ocation
@ 'G8 &Aux. 6. Bld[.
- 6. P.O. or Spec No. 7. Serial No. 8. Replacement Part
,,, 9. Source 10. Contractor / Supplier N/A N/A riN NM REv N o. Construction N/A
- 11. Inspection Criteria ,, no* - - s 2. ASME AuvNons2ED e 3. sMETCH ATTACHED 14. Discquered During 15. Equip Furnished By INSPECTtON REQ:D $YER Q OwG Os Ec DorNER 'O v Es GNo CNO No.
Da Ec:c DcoNsT O TEsr OcL cNr GENG OrLo
- 16. No'nconforming Condition: D F & G d Ng. - mb C 4% hwMhbNdL hg- 24. isp siti n eoncurrence REWORK
.additional .4-#8 horizontal bars and 6-#5 cap bars @ 12", below an additional ' . RgJECT REP air UEE As 35 -
horizontal construction joint for th'e door header @ G/6. 6. This area was built
"" '' '"' " " ' ' " ' ' " ^
. as shown on Dwg. 7220-C-219, Rev. 7 which does not include the additional item Q-List No. 1.203. Hold for Engineering Disposition. 1 Hold Tag Applied. Pao'Ecr ENceNEER oATE (hN[dit[dnal Information: 7220-C-219, R ev. 7 ,' DCN #1 received on site 6-26-74. "" ' ' ' ' ' "*" "'"'""" - ^
Concrete Placement made 7-17-74. AurNoaizEo NseccToR oATE,
- , A c'~7 + .
- 17. Reported By
- Date a p g/ #T /-- -thte / / -il - /f 25. Disposition Results
/z.<~y h/ YN' Y lo Wy' , // ~/dr - G -
- 21. R:uting ( TO FIELD ENGIN EERING C TJt ens (SPECIFY)
- 22. OField Engineering Dispositiorg
[ FIELD ENGINEEHING RdCOMMENDED DISPOSL/ ION TO PHOJECT ENGINEERING Field Recommends disposition as called out by FCR-C-378 (Attached).
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- 23. Project Engineering Disp.3sition
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I N U' FIELD CliAGGE REQUEST PAGE 1 OF 1 C-378f .1
- 3. MO DAY"YR , {
PROJECT NO. 7220 0 No. 1.203 DATE 4 23 76 l
- 4. REF. 0WG. OR SPEC. REV. L 7220-C-219 5.T4TLE , Addt'l rebar in header above door opening DES!GN ORIGIN:
8 at C/6.6 ' * '
- s. ENGRG d VENDOR O (IDENT py) NAME
.%^
i 7* EXISTING CONDITION a Sections F 6 G of the referenced drat. lug show an additional'4-#8.hori-F p,
.y zontal bars and 6-#5 cap bars @ 12" below an additional horizontal construction .
ioint for the door header at C/6.6. I f.' B. CHANGE REQUEST / SKETCH
- g. . 2
, . Revise sections F and C of the referenced drawing to:' g ,.
, ;c .,
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?;I( n) Delete the additional 4-#8 horiz. bars and 6-#5 cap bars.
I
, ' .i b) Show the following as-built construction joint arrangement-
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i The above requests are made to reficct the as-built condition of the door header
.3 at C/6.6. The as-built condition conforms to the original project engineering design to pour the door header to elev. 584 without an intermed'iate horizontal l'f construction joint. '
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- 10. REVIEWED i Date 9,
/ Ag
- y 1 'd Civn. _ m eg 4 '2 7-76
- 11. APPROVAL OF FIELD DISPOSITION i
ELECT. Af NM- "Y'~2b"IS r '- }
#U g 0 & /mm m MECH. Y ~EE ~Afn - ' '
! / J ' WELDING 1 -/' t-- IO'-/
l VI - d M / h Project Fienctgtpreer s
l* L b fb Date
;13 12. PR'OJECT ENG*R'G APPROVAL: YES O NO O PRO;. ENGR.: U O.ie:
y~*,J. REMARKS:
- a 'I.q I CHITE '- PRINT COORDIN ATOR CAN ARY - FIELO ENGR. oC - 2 FCR *
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'! } ) ! j y/ i. s NONCONFORMANCE REPORT 1 Project Name Job No. 19, 20.
/'*
Midland No' 607 p,,, / ,, 2
- 7220 ,
2 Unit kJ 3. Drawing /m Grinnell Rev 4. Item Description 5.
' Item Location Am 608' E ,
t 2 2-617-6-1 2 ASME Pipe Hanger #16-2HBC-13h-H1 E of 7.h of B Line
- 6. P.O. Or Spec No. 7. Serial No. 8. Replacement Part 9. Source 10. Genweeter/Suppr 3,,
_d'1220-M.-lO6-AC N/A P/N N/A REv N/A NO. _N/3-- Supplier ITT Grinnell
- 11. Inspection Criteria ,a go. j 6 W ASME AUTHORIZEO I 3. SKETCH ATTACHEo' 14. Discovered During
- 92. 15. Equip Furnished By 1 ' * * ~ " ' " 3'"
@OwG O sPE C DoTNEa NO. 2 O 'v"Es 9NO , } OREC:G BCONsT O Test OcciENT SeNG -OP'O 16 Nonconforming' Condition: - ~
Grinnell Hanger Sketch (Drawing) 2-617-6-1 Rev. 2 for' the refer- 24. Disposition Concurrence M/ REWORK USE AS IS enced Hanger, requires the 3/16" Fillet Weld joining item 8 to item 9 to be a Field R EJEC'f [ R E P AI R i Weld across the flange of item 8 only. od
/~ 2M- 76 Contrary to the above des _ign, a ~3/16" Shop Fillet Weld hag _been_ _
PROJEg E EER DATE made completely around the flanges and web of the item 8 to item 9 3oint. d p.A . ,, 8 - c /-2(/-7f
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"Q" Number h.172 1 Hold Tag Applied AUTHORIZED INSPECTOR QATE Hold for dis ~ position reed By 18 Date 25. Disposition Res 'Its 175mWX2 [b6.an 'Date#-N- 76
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- 21. Routing , @ MALD ENGINEER 4NG AN. aleda / eV Q TO 6YHERS (58*EcaFY)
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- 22. Metd Engineering Disposition OFIELO ENGINEERING RECOMMENDED 00$PO50 TION TO PROJECT ENG8N 'ERONG
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- 23. Project Engmeering Disposition 4 -
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.i NONCONFORMANCE REPORT ,
- 1. Project Name Job No. 19. 20.
Midland _.7220 ' "* 9 '
"*8*' '
- 2. Unit (s) 3. Drawing / Pert No. Rev 4. Item Deaription S. f (Q) Item Locati " El. 63 +J 6" Com'rn C-c'7. 9 'i Reinforcinn Steel Atoc. Bld 2 . A Line 69_.
C. P.O. Or Spec No. 7. Serial No. 8. Repicement Part 3,, 9. Source 10. Contractor / Supplier , U/A "/ " M/^ "'" " - N/A Cons'nic. tion U/A
- 11. Inspection Criteria
, ,, N o. N/A 32. ASME A U T Ho fe t 2 E D 93. SKETCH ATTACHED 14. DasCovered During
- 15. Equip Furn,+ed By CowG Os*EC OoraEa NO.
sNSPECTION H E Q:D O vEs ONO g y gs ggo GaEc:G OcONsT O TEST OCoiENT CENG OrEn 11 Nonconforming Condition:
- 24. Disposition Concurrence ~
_Draving C-271_(_q) Rev. 5. Section Dj calls for 6Jll Additional Vertical Bars, Each Face, Locatei et "A" & 6.9 Lines Between El. 609'-6" & 634 '-6". " ' " ' ' "'"'" _""* "* _ _"Q_ Contrary to the ahave,_1]11. Atli_tional Vertical B' irs. _ Each Face, vob installed. W. . . c1 4 </- g PHOJEC Hold for Engineering Disposition. "Q', Number 1 233 1 Hold tag applied. E.143 E N GI N E E R ggj.J,,7PHpJECTEga yLc DAT h g 3 _ is EEit DATE I
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_ . .~.%d &l_ j- PR O) 'CT CO NS T R QC EPd Gl4 N E E ff DATE o/ // AUTHOttI Z E D INSPECTO R DATE
.' r m. ', .? Reportef .f y , . g//' O.te ,18.! " aid r
3red By 3 ate .. 25. Disposition Results N fj'//
- 21. RouAg
*n L * //.f/j'6 r0 re EL:3 EN GO N EC HIN G Q T'O
.] L .- d ' d Qd b'll-TH E RS (LPECIFY) /
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- 22. OField Engineering Di> position CF'* LD ENGIN E EHINO RECO MMENDE D DISPOSIT s oth TO PHOJECT ENGIN E E H8 NG Accept as is. Pro, ject Engineering _to evaluate.
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- 23. Project Engmeereng Disposition Engjncer_ing has evaluated the "as built condition" and has found the wall to be structura11y_ade.qtiate1__No safety _iwltcarions are involved,__therefore "use_asds".._ Calculations. .uharant.f atiris " use as is" are contain..,1 in the Engineering ~flics. j
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- NONCONFORMANCE REPORT
, 1. Project .Nime Job No. 19. 20 [ Midland Nuclear Power Plant 7220 No. O Page_1._of 2
- 2. Unit (s) 3. Drawmg/Part No. Rev 4 Item Description 5. Item I.ocation Co'mmon N/A N/A _ Compressive Strength Cylinders On-Site Test Lab
- 6. f:0--Or Spec No. 7. Serial No. 8. Replacement Part 9. Source
, , , , 10. Contractoe/ Supplier . ,,
- C-208, Rev. 8 N/A P/ N N/A aEv N o. Subcontractor United States Testing Company
- 11. Inspection Criteria SC/1.05-5 82. ^5ME AuTHORizEn
,R NO. i s. sKETcN A T T A c N E'o 14. Discovered During 15. Equip Furnished By
_OOwG EsPEc DoTHER NO. C-208. Rev. 8 O'vEs O v Es IDe'
- 16. Nonconforming Condition: -
"MO OaEc:GJcONs7 O TEsr OcuENT OENG @Lo Specification C-208, Paragraph 7.3.2 states: 24. Disoosition Concurrence
" Cylinders shall be ,
HEWORK REJECT R E P A8 R USL AS IS made, cured,'and tested in'accordance with ASTM C-31 and C-39." Further. ASTM C-31, - X _ paragraph 7.2 states in part: "During the.first'24h after molding, store all test 719; /IM7 7 '
$ fh F8 E LD ENGINEER DATE specimens under ' conditions that maintain the temperature immediately adjacent to the d S Me% 34/7"'I specimens in tide range of 60 to 80F." Coritrary to this, record cylinder sets listed I")PHO44EMMTgW 74 GIN E E R DATE f_ J.- f -/3 - 72 d fYCONSTR QC ENGrNEER
.below did not meet tihe minimum temperature requirement for initial curinR. 'P'RO4
// U DATE AUTHORIZED INSPECTOR DATE n m,
- 17. Reported BV Date s_p h' ""
i2 ./7a { yat ,, By Dat f
-] 25. Disposition Results
- 21. Routing td FIELD EN G8HEEHING 'T O 1DY{5PECSFV 8 ,
- 22. OField Engineering Disposition OFIELO ENGtNEEH5NG ft OMMENDED DISPOSITlO/4 TO PROJECT ENGBNEERING D y s p.s. -. **. A) ,.s. . Q 'h- ? f~{O RY //23/;?y Use as is. Minimal temperature variation will have a negligibl'e effect on the ultimat e
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- strength development of the test specimens.
/ / / -
b$k $~h YNllg WJCL n/2 y'y .
- 23. Project Engineering Dispc-jtion
'A slightiv lower cylinder cure temperature during the first 24 hours may tend to-result in a lower early streneth and a hinher lone term strenRth. An initial cure temperature which ranged from 56*F to 74*F in lieu of the required range of 60*F to
- 80*F will have an insignificant effect upon concrete. cylinder strength resu,is. ,
Project Engineering therefore concurs with the. Field Engineering recommended "
)[ /!/J/~7'7 disposition to "use as is". 28 day strength averages for the subject cylindnr sets -
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NDNCONFORMANCE REPORT
** 1. Project Name Job No. 19. 20.
Midland 7220 No. Page _ of ( .J l 2. Unit (s) 3. Drawing /Part No. , Rev 4. Item Description 1.) Concrete Temperature 5- Item t.ocatica Cont. #2 ' II N/A N/A 2.) Concrete Air Content 3.) Concrete Slump Pour No. CC(693.42)a'
- 6. .P-O-Or-Sdec Nei. 7. Serial No. 8. Replacement Part 9. Source 10. Contractor / Supplier C-230, Rev. 8 N/A r/a N/A REv WA n,,o,. N/A Subcontractor Champion, Inc.
- 11. Inspection Criteria , , n o. C-1.30-87 i z. 45=E auTwoRiZEo , 3. SxETen ATTAcwEo i4. Discovered During 15. Equip Furnished By, Oowa m eEc DoraER a o.'
O 'v"E s"" ~Ia'o" Dvu & OaEc a OconsT E TEST OcciEnTDEno Er'o .
- 16. Nonconforming Condition: 24. Disposition Concurre'nce
! On 11/24/76, Pour No. CC(693.42)a', the following discrepancies ' REWORK REJECT R E P Ai R USE AS iS were noted: Item #1 . Para 11.1, C-230, Rev. 8, requires that temperature of mass x concrete (ambient temp. O F to 30 F) be maintaine'd at 55 0 F + 10 0 F. Contrary to this 6P o sr I':,27"77 CY r ~o ENGINEER oATE requirement, 8 c.y. of concrete delivered on Ticket No.11813 had an end of line .
.. j% f 44 T ~(
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temperature of 70 F. -
}$/ .
) -zP-71 heMct con'sTR oc En i EER oATE ITEM #2 - Paragraph 9.1.5, C-230 Rev. 8, requires concrete air content. as i // -
AUTHOR 1ZEo INSPEcTo R o'TE A
.(CONTINUED ON PAGE 2) i
- 17. Reported By . Date 1 l' a By Date 25. Disposition Resulta 5 fh/l ..L U " /7{ vtM. / / 2 ~ b~
- 21. Routing To FiEbo EN GINEERiNG O IHERs (SPEciFv)
- 22. Orie dn Engine. ring Disposition o EnciaEERias aEco==EnoEo oISPosirionwo eRo EcT EncinEERino es rsE'ponse required by 1/20/77; Item #1 Use as is.
Item #2 Use as is, based on cylinder strengths of set #1216 with 28 day strengths of 5450 psi and 5460 psi. Based on past cylinder tests, this concrete will exceed 6000 psi at 90 days. continued on Daae 2
- 23. Project Enyneering Disposition Item # 1 : The higher placement temperature may tend to increase shrinkane.settina rate and water demand while reducine durnbility and <irrenach. unuevar n nIncine '
temperature of 70*F in lieu of the 65'F m'ximum. a allowable for one test in a 504 cubic yard pour will have an insignificant effect upon the concrete properties. y f / [ , Item # 2: A higher air content would tend to reduce concrete strength,while' increasing ^***y[y' g h / zg.77 GiNEER oATE the durability of the concrete. Reg'uired 90 day strength for this E-1 mix is 6000 nsi. ' t
""'" "' * * * '"5r*c 7 a ^TE (Contd. on pg. 2:
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' 4 Q{ . A p- CK #16 C0!TfINUED: , NONCONFOR REPORT (CONT *D) . . ch, 2o,h ,,,,c, 4 4 .
measured at the point of placement, shall not be less than 3% nor more than 6%. Contrary to this requirement,
, 8 c.y. of concrete delivered on Ticket No. 11856 had an air content of 6.4% at the end of line.
a ITEM #3 - Paragraph 9.1.'2 & 9.1.3, C-230, Rev. 8, requires the slump to.have a " working limit" of 3" with an Inadvertency margin of 2" and a rejection limit of 5". Contrary to this requirement, 8 c.y. of concrete
^
delivered on Ticket No, 11863 had a measured slump of 7" at end of line. g 1 Hold tag applied. Q-List No. 1.105. Block 22 continued. - l Item 3 Use as is, based on cylinder strengths of cylinder set SP275: 7 day strengths 3240 psi & 3080 psi; 28 day . strenoths 5410 & 5500 psi. Based on past results, 90 day strength will exceed 6000 psi required. Concrete - compressive test reports.1216 and S.P-275, attached . Concrete, cJ a,ss E-1 C3. placed: 50'! c.y. ; 8 c.y. grout. ! i L- '/ ' Vv7 a: _ 't'YM--< ij e / , g Block # 23. Project Engineering Disposition (Contd.): 28 day strengths averaged 5455 psi for set #1216 cast on ticket 9 11856 at the batch plant. 90 day strength is estimated to exceed 6n00 psi.
- Item # 3:
A higher slump may tend to increase shrinkage while reducing durability and strength. However,8 cubic yards of 7 inch slump concrete 1n a 504 cubic yard pour will have an insignificant.effect upon concrete properties. 28 day
~
compressive strengths'for batch ticket # 11863 averaned 5455 psi with 90 day strengths' estimated to exceed'6'000 psi. Average strength of all cylinders cast at the batch plant for placement cc(693.42)a' is 5780 psi at 28 days, while Field cast cylinders average 6410 psi at 28 days. Required 90 day strength is 6000 psi. All three non conforming items when combined together will still have an insinnificant e f fec t ' on__tke._qvarall quality of the concrete in placement CC (693.42)a ' . Project Engineering therefore concurs with the Field Engineering reconmended dispo<: h i nn_ta- "u s e n e is"_ '
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Gp A BECHTEL POf/ER CORPOR ATION t.1lDLAND NUCLE AH POWEH PLAN T JOu07220
*h, REPORT OF CONCHETE CYLINDERS
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^ ^"I D *'^ Champion incorporated Cartin Marictta . Type 11-
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..____.__.m______rs... __ _6000_ . _ A T._ _.90__._ __ _,, _____A_v o s
1EST DATA AT UATCH PL ANT Tic as e e.o. vias or woum.o l enuc no 11856 56' 13 h 2_....__ ___ n o u n s A T __ 328 vAaos .~.T A ts nn
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gi o,.g y veni g gepe a u, g , ro siot an se,.i ste M it;Tuesa s .sano sgons i 1.7 ,, -0 3__ .. -0.5 . 32. uAx.__.37 A C T. eset 764 L CWReMG STRIPPED 67 .,,o 7.8 ., _.11/25/76__ _ AT____.13co . . . , ~ T. A s . nnn _.__.= n. TEST DATA AT PLACEMENT . Truck D__1csharg*= I.M E Q e MQL98M E Y E m i ? 9e 0 T nW C.4 NO TIME OF Y t STING 11856 56 .. .__ :1350_ . _nOuHsAT_. 32a vAnos tr/> . . . vrw . coe.c arer vem, asa . www me n cor.v a n, 4 arv C u r.s 6.5 - 55 .r . _31 r i~iT. A Ls _psn eeuvia6 cu =ine sen. Pr o A __._ . r i o b ._= e- - b_ Av ._.II b uns. t Niv s At.s .II/A - T ASTM - C 71 N
* :OMPRESSIVE STHENGTH DATA-
^C ^ ^ ' ' ' , CUHE .sTHENGTH T PE CeME N DATE DA1C ggg TOT A L LO AD IN C Y (^ ~ CY -
3 D 7Fv TIF4 C A TsON htOLDED TESTED l'O U N O S '"'*" 'd'* '** DI A M. A rt E A 9185 1216 11/24/76 11/26/76 2 60'500 6.04 28.65 A 1 1 2110 _ 86 ._ _
" 2__ _55400 6.03 28 56 A 1 1 1020 87 _ 1lI/29/26 G 86.500 6.Di_ _2Lf5 _A _1_ 4 3090 RR "
5 Al, con t 6A_ 1 6c; A 1 16 2c)30_ 80 12/1/26 7 100.000 6.03 23.56 _h_ 1 6 3500 00
. _7._ _10 i,000 .6.ocL._ 23.25_ l 1 6 3530 01 / k 19/pp/7s na 154,500 6.01 28.37 B 1 27 5450 l
i .. 23. ._.1 5 6. , 5 00 6 . 04 2 8 .f15. _.. _B_ ._L _27__5/ t6.0 T62-.. ..._ __ ..1216.1.1/2 l/76_ _ __"_.. H E u a ee se t fi T A M M O C W he**o t se , .
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. ,3 f ]0 UCCitTEL POWEH COffi'OR ATION MIDLAND NUCLEAR POWER PLANT . JOD 07220
' D'{ -
7
~
HEPORT OF CONCHETE C-YLINDERS co~ mo'>~ .u"
<.u num m w gg y . -....f y n w ,-.. . . . ~ ggs. aa . . . .
.g.ua.---...g,,.g.,ggu....... , ...._..y_
.P& CCEMa ser sesLesTerst Aisure tea T E =t AC a p
_em. Ms ~ r e ua . ,,a- CC(693.h2)a ' - - . . . . - 11/2h/76
-__n E x.t. Val. l' Li f t 10.
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. Champion incorporated M'artin Marietta Type il mu a c6 ass O- 6dr - utuwmt ie s T uo.c T a E-1 I XI vcs . d NO 6000 , , , , , , _ 90 o,,
TEST DATA AT CATCH I LANT . TecasT NO Y nuca au. , l nMt or Motomo 11856 56. _.13 2__ h __n O u s A r 328- vAnOs ,~,T. A Ls ._ps (LWMP A s et CoreTEN T. uhe v we e 4.N T T F M P- C om e n e.T E T C M e*: Allt 5_. ~C Es 2._1 ,. 143 13 '"S r T ' _5 -f _r M e M f t S t W ee t ti 5 4 840 S T O fs t e b T o rsk 2 W A T C Nf 4 E M k *e r t PD2 8 0L A*e ee A Yeo 1.7 s -0 5 __, _.-o.5 ... 37 uAx..._.37 .AC-
- i. e , e . , . .u - o ...e.~,o --
_ _ _ _ _ -67_ .__- ., T O 78 .-r __11/25/26 AT 1300 .. n s. . . . . A Ls __DSH_ TEST DATA AT PLACEMENT
'hd
- Dbcky TsC at E T MO T Au C M re O. Te tel OF T E STeseG
, TIMk DF MOLDefeG 11856 56 1350_._ ~Ouus AT 328 vAaos R/A w
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.NCsEs 6.5 55 r 31 r im T A Ls JSR sheYs AL CUheNG h1Norrtu
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VCOMPHESSIVE STRENGTH DATA ASTM - C. 71 E e'C C O M 4 N uATE UATE TOT AL W AD IN A C T U.A1 ACTU AL ,..e CuHE ID EN TIV0C A TION AGE Cy CVL ST rf E N GTH MOLDEO 1LG Tf D Pou N D s ** g , ,t.g, gggg ein . a . e se s se tae s@ 2193 12,6 ru24/26_2/22 M 90 - 119h 1231. 11/24/26_2/22M2 40 c 9
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ym - t I 07$ 9e0 A 940 C T 4.testie et , et I M 4 ** M f CC + x i r- Ci cutic UCO"c U O r..r u ., ACE (W A T ll 18' 'e F ft eB V 60e4 L M& O an y Ene;e; eat u a y Oc hip
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i DECH TEL POWEll CORPOll ATION t f.4 } ' MII)t.AND fulCLI Af1 POhEH PL ANT JOll07220 l ',e
} REl' ORT OF CONCRETE CYLdNDERS ""aa ~~~~ra "3r~~~- *
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It'ST DATA AT PL ACEMENT ggd g{ {jpg I 1a r ns /J l'd 27 , auc n =o
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..wc or ,s . a ,.wa a r moso.as 118631 68 .___16 2 5 ~ O u . . T ___ _. 280 __.,A,,os 1 4.3 0_ _ n n .
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.iOMPRESSIVE STHCNGTH DATA AS T M - C - M - 71 s eic a u t. n esa ri rin r r ^
- TOT A L a.n n o era ACTUAL AC ru AL . CUne .,,3 g g. n c y n ID E N Ti t'8 C A TIO N MDLUED Tr ST r p P O U N . . '. C
.'d .. P50 g ,Y,Lu I ,Y L , , , , , ,,,
1930 SP275 IJ]_2,4 / 7 ti.12 /1/ 7 t - 7 92.0e0 6.01 28 37 /> 1 6 3240 31 " 7 8'7.000 6._0_0 28.27 A 1 6 3080 32 12L22 /_; 6 2W .154.000 6.02 28.46
.. B . _1__ 21 5A10 g o w.r 33 "
28 156,000 '6.01 28.37 B t 27 5500 l
' l
_ 34 - __ 2/_22./__7] . 9 0__._
" 90 1935 ,SP275 L1/2_4/_Zj -
- -~
rn , . .. o, oco.. . X' c x i r. t ,1 cu ne n eonc iloinc" >
- Corrected Copv: Field data corrected, u , .. w . , ....n, . ~.i.97 ::; . ,:c i.. . W; .;. ;
7 ny___ k*7 .
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- TYPE r.rtasrEAK. A , C ONr. r t o e'e t A sa r as t .#.4 C n , . C ON E. 4 #.a .et t C A T f" F AI Lu fel C 5 69 9 A .t. MOtt f A n I AILu nE 3 0u $n t' A ll. A L.C f f E C Al l; F A.LU I4 C '
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(( ,)~ i U/ ) . NONCONFOT lNCE REPORT 1 Project Narne Job No. 19. 20. - 6{g Midland 7220 - "' "'" ' '
- 2. Unis(s) 3. Drawing /p .,e m Rev 4. Item Description 5. Item Location Common '7220 0-248 (O' '
5 Liner Plate Embeds Fuel Til t Pit
- 6. P.O. Or Spec No. 7. Serial No. 8. Replacement Part 9. Source 10. Contractor / Supplier N/A N/A P/ N N/A REv N O.
q/A
- 11. Inspection Criteria
~
hematim
,, no. M/A ea ASME AUTHORIZED 13. SMETCN ATTACHED 14. Discovered During 15. Equip Furnished By
@DWG OSPEC OoTNER No. C-W8 hv- 9 O 'v E S"'""*YNO Ova & OaEC:G ECONST O TEST OCosENT OENG Gr'o
- 16. Nonconforming Condition: .
24 Disposition Concurrence * ) Dwg. 7220. C-248. Rev. S. Section E_shows Liner Plate Fmbedn REWORM REJECT } (Verticals) spaced at h'-O 1/4." C/C. A condition exists in the field at the Fuel REPAIR USE AS OS X Tilt Pit Wall located on 5.6 Line: where the Embeds shown in Section E between TWdk-T . S 2 S 7/- FIIlLQ ENGINEER . DATE Elevation 629'-5" & 633 '-9 3/8" are 4'-2 1/4" C/C. -66 d a un: uum ineh_frm : Af'6 7C/Aw r? -' i . 742 OJ CT, NGINEER J DATE correct la st. h Wall is noured to Elevation 633'-3". R 2 8 d 4 4 )9 Id # f// . >et . 9._'3 ' s w/-*k / @ O, F/Y/k!Af Afd / VA " AND Wo," EE$/N!<?f///ff Y ff0/%f " Y " Y""" " . 'YAL/id7~ l OMRC40S - (0- /is red / kb, / Zo z. l //cw 72c5 jfk"b""'"'""""'" I 17. Reported By . Date ' 18. 'dmed By Date , ' 25. Disposition Hesults
~yl Y - 11 .- ll~$~ h V .
' b l'? W f *
- 21. Routmg TO kRS (SPECIFv)
QTO F8 ELD EN GINEERING
- 22. OField Engineering Disposition Q3 ELD ENGINEERING RECOMM ENDED DISPOSaTION TP PROJECT ENGINEERING Use As'Is, Liner Plate _dimensjons_cQuld_be_ adjusted _to_ compensate _for the error-
_ar vertical liner plate _weliseams coulibe off set from omhed_centerbnes-
/
A - et /2-9 W 0/.-,J y
-_ % - A l2 l C *'
- 23. . Project Engineering Disposition
[ M,f Engineering concurs ufch cha Fiala vornmmondncinn en "nca nc ic" cha mn+ y r m i embeds at 4'-2 1/4" c/c from elevation 629'-5" to 633-9 3/8". No safety implications are involved. /,n [ ,
.,% ) WV^ l & )b N ? W '* //20] #
QC ENGINEER DATE AtJ TNO RI Z E D I NSPECTO R DAT w . , my p- ~y y mif yrg }- . ?- .ps~n .an syj.y2 w- - en w" m w -"~ .- vw =. r '--- ---ww w > '- ' " - '
/
(y./ l NONCONFORMANCE REPORT
- 1. Project Name Job No. 19. 20.
Midlnnd No. BIO Page _1 of I 7220
- 2. Unitis) 3. Drawingo - au Rev 4. Item, Description S. Item Location ,
Units 1 & 2 7220-E-20-2 7 8 Feld Neck Flanstes Wbe 41 OC Tbid Area
- 6. P.O. O "- : 7. gial No. 8. Replacement Part 9. Source 10.' Contractor / Supplier 1220-E-20 Rev 2 kh Egg thru P/ N N/A REv EO -
Surn.ier Amphenol_.Saana, Chatsworth,_.CA. .
- 11. Inspection Criteria R-1.OO l*H AsME AuTNORiZED . 3. sxETCN ATTACNEo 15. Equip Furnished By in NO' i z.
IN SPECTIO N R E Q.D i4. Discoeered Durina OowG psPEC DoTNER N O. R pn pal 3_ O vEs QNO C YES Q" GREC:G OCONsT O TEST OCLiENT WENG OrLo
) p -V.
- 16. Nonconforming Condition: 24 Disposition Concurrence .
Spec 7220-E-20, ReyX Para 12.1' ntates ? " Written certification REWORK REPARR R EJ E CT USE AS IS and/or certified test reports nhall be_ submitted an renuired_by_. form C-3Pl-D " _ ne Onntrnry to the above. we did not receive ranuired dommentntinn linted nn C ~491 -D for
' ' ' Pb PROJdT FIELO ENG8ME ER N /2 /C/72
-DA E 8 veld neck flanrres. .-
e _NO C ENGINEEH . DATE Hold pendinst final disposition. "Q" number is '3.002. d hold tag (s) applielt U uM0M. /.3. -/Y-7( > JECT CONSTR QC ENGINEER DATE AUTHORf ZED BNSPECTOR DATE
- 17. Reported By Date 1 Vahdated By Date 25. Disposition Results M) blL
- 21. 'Routmg
/2 -/- ?6 QTO F8 ELD ENGINEERtN G
$ d j {.s u .: p L bf P Q) TCf TftERS (SPEC 8FY) ' //
/ 2 - Q$
- 22. GField Engineering Disposition ht% i . JUL* J1M OF4 E LD ENGINE E RING R ECO MM EN DEO Ds5POSaT00N TO PHOJECT E NGIN EERING A6 t -{g A7 S ,
_ . Route _to_<erial SuperXisor_who_wi1Lobtain_raquired documentation "c'I/ agb l V aus'lv'~ ' yy
- 23. Project Enyneering Disposition M L 7 4& , L' Ho?7
, QC ENG8NEER DATE i -
AUTH O RI Z E D IN SPECTO R g -
TC -
~
grz -. m.m M e a__i<.m _ - a m c a n- x = c r o m ; s m- m s .- . ___ _ m ,_
, 1 _3 . ....d e 2 -
= . /
NONCONFORMANCE REPORT
- 1. Project fJame Job No. 19. gg 20.
Page _of d 7220 No. Midland Nuclear Project
- 3. Drawing /Part No. Rev 4. Item Description 5. Item I.ocation
- 2. Unit (s) ,
Aux. Bldg. N/A N/A Concrete Curing. Slab 10 A(634.5)b
- 6. P.O. Or Spiec No. 7. Serial No. 8. Replacement Part 3,, S. Source 10. Contractor / Supplier ,
-C=t31 r-Rew -9M !!/A Pf N N/A aEv N o. Construction N/A -
- 14. Discovered During
- 11. Inspection Criteria y- ,no.C-1.40-23 p.E i z. AsME
, a uT
, Noagz ,,Eo a 3. susTcw ATTAcwED 15.Eg urni ag/g,; ./c No. 6 -U/ A" #4 M O,v Er ENo O E" DaEc:G mcoNsv O TEST OcciENT GENG Or'o DowG EsPEc DoTHEa
- 13. Nonconforming Condation: 24 Desposition Concurrence
{4 . M51 n Evso n n nEsEc7 n E P Al e usE As es , curing period, th'e concrete members shall be a/sy/ gdequately protected to maintain concreto X
.curface temperature of no less than 50 F. Contrary to the above, slab'10 in the 9,[ g gf y'7 7 i[ / 7 Aux. Bldg...El. 634'-6" s.outh end between 6.9 6 7.4 lines the temperature dropped t M/"" DATE below 50 F for approx. 15 hours on 12/4/76 & 7 hours on 12/5/76. "Q" List 1.205. s'NGINOEE
% ut,4 .j./.3-7) 1 Hold Tag Applied. (40 F was the rei-or'ded low temperature.) ' "" " " rY ' " " " ^F
, ,, y AuTNOR3 2 ED INsPECiOR DATE
\ l4 , Y f:r l! 'lYI
- 17. Reported B Dat. lt . V i at'e By N '(,f */ [ Date, 25. Desposition Results
.A s, a.. }Y)Y N[QT o rs E LD EN G8 NE F
- e G '
bb N tt4 ERS (sPEdiFYi
~
- 21. Routing
- 22. DFaeld Engineering Disposition MFIE LD ENGIN EERING R ECO MM ENDED DisPosITeON TO PHOJ ECT ENGIN EERING (Me as is. Cure wa's extended to provide 7 days adequate curing with temperatures -
above 50 F. The above readings were ma.de with a recording chart thermometer near the south face of. the. slab. A similar recorder on the west face s,howed c,upij3g , , temperatures above 50 F throughout the curing period. hENO /'F '
. g- 4 6 Q--
- 23. Project Engineering Disposition - V fM 4 A lower conc' rete curing temperature will tend to reduce shrinkage, setting rate.
and water demand while increasing durability and required curing time. A coi1 crete curing temperature of 40*F in , lieu of the minimum 50*F allowable may tend to cat ea slight reduction in the early concrete strength. Project Engineering concurs with the. Field Engineering recommended disposition.to "use as is" because 2sfgy7y7nce p /gj_jy QC ENGINEER DATE -
-O (Contd.) 4 DA1 j AuTHOHIZED BNsPECTON
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i/( .~ It ' m i . ( NONCONFO NCE REPORT
- 1. Project Name Jota No. 19. ggg 20.
l ' Midland 7220 No. Page _ of <
- _ 2. unittsi 3. Drawing /%+-w. Rev 4. Item DescP*a Unit #1 7220-C-326 3 Containment #1 5- "'* 3****a l Exterior Wall Reinforcing Bar Cont. #1 Exterior Wall I
- 6. P.O. or Spec No. 7. Serial No. 8. R , acoment Part 8* b' M- D **"DM
srR N/A N/A ein /^ Rev n o. Construction N/A l 11. Inspection Criteria in A ' 2. As=c aurnoniZro 2. sueTcn ATTACHco 14. Discovered During 15. Equip Furnished By boWG O se=C DoTweR ao. - - , R w. 3 " O 'v c's""* Ya'o" Ovn se y,c.o DCoasT O Test O c tor a T G e
- c O r' o
- 16. Nonconforming Condation: 24 isp sit. n Concurrence -
3 &n 5-M @ 8 m&M hW located to the left side of the Equipment Hatch extending from El. 632'5" to "'" ""
" * ' ' ' " " ' ' ^ * ' '
x g El. ' 66083". Concrete has been installed to El. 64287" and Contrary to the [,g[Mj/ fM.' above one of the five bars is a #10. The 'Q' Number is 1.103. p ' " ] }'"y.g ^*' I Hold Tags applied. Hold pending Engineering disposition. , h '[dMr.- / -23/-/ ~) f # f*O Y CONsTR QC ENG H ER DATE VUTHOR8 ZED BNsPECTOR' OATE
- 17. Re rte By Date 18 ahd ed y Date 25. oisposition Results -
Tbns ,, s . .m k
- 21. Routing i 2//*//76 TO FIELD ENGSNEIRINks
/ -( sn ' o /- (. {c. n Q T4g OT7tE RS ($PECIFY) f 5 'l */
/
- 22. OField Engineering Disposition Oris'o eaciac=aias acCo==raoco oiscosition To 9o4=CT caciar==iao h- % n e z w .e.,-o rM! r 2 / z 2 ;- .,
Use as is. Splice a #1.1 bar to the #10 bcr at El. 642'7" with a 7'6" min. splice length. J _ j' _ , ,. ./ ,,, / ,/, , f {, A h ?/n iU & -i ? " ,? / T ' / ' "_
'/
L/. L/ -
- 23. Project Engineering Disposition "As is" disposition is acceptable to Proiect Engineerinn. Stress incronen in vnh,r due this small reduction of re-inforcinst area (about 4%) is within the reserve ~
_ capacity'available at this section. ' lar s is , / M 1L ' M W.w it"X' //z//77 p, 7,p
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AUTHOR 4 ZED INSPECTOR oA K pc v' - 3 - ys.'l T"pT* r .; - p-rs r r ,- r , - - wg y. m .m. p <- r - g i n.. orw - . - - , , - Mr y - _ , w m ,,c -
*vF E G C o 7 ( To " E tt> - -
{y NONCONFORP ANCE REPORT y
- 1. Project Name Job No. 19. 2o.
630
/ Midland 7220 "*- "*'* 3 *' ~y,' 3 c
- 2. Unst(s) 3. Drawing /Part No. Rev 4. Item Description 5. . item Locaten Common N/A N/A Concrete Curing Aux. Bldg. El. 634'
- 6. P.o. or Spec No. 7. Serial No. 8. Replac.ement Part 9. Source 10. Contractor /Suppseer N/A N/A r/N N/A REv N/A NO. _N/A . Construction N/A
- 11. Ins.wction criteria ,N No _ C-1.40-43 t r. asME auTNORizEO i s. sxETcN 4-T.CNEO 14. Discovered During 15. Equip Furnished By C-231, Rev. 12 ' "
O Owo B PEC OoTNER NO. O 'v"E s "$O O v Es B" DaEC:o ScOMsr O TEST OcuENT OENs Qr'O
- 16. Nonconforming Condition: 24 Disposation Concurrence ~
REVORK R EJ E CT R E P AIR USE As IS
" Concrete shall be protected from freezing by adequate covering, heating or both for X a minimum of seven days." Contrary to this on 12/13/76 it was noted that approx.
V3.2~['ELO ENGINEE R DATE /-A. - / 7
' JECT 6" of concrete from placement #A(634.5)c_, for a length of approx. 20' along 6.2 -
4 7Z/ w ;-:'J ~IT T.ENG NEEa j nvE . lin'e between lines B & C was exposed to the outside environment due to inadequate l,t oMgm f-Z P-7 7 - 5 "A/ """ covering. "Q" List'No. 1.205. Hold for Engineering Disposition. One Hold Tag AUT NORIZEO INSPECTOR
'".['"" " DATE
@JL dc_y4,h .
Reported B Date
/z-a-w, Valid ted By h8.ddmo-t M f Date
' l - ' d,_ ,
,,. 25. Desposation Results .
- 21. Routing TO FIELO ENGINEERING QNCg OTN ERs (sPECIFv) /
- 22. OField Engineering Disposition O"'RENGINEERING RECOMMENOEO OI5 POSITION TO PROJECT ENGINEERING F .'2
/
pa.-W.% r. *.sn W / '.o
< / ' ,*- $
/
Use as is. The entire slab was fully protected during the placement and the curing period until approximately 1500 hrs. on Friday, 12/10/76. The placement was made on 12/8/76. This indicates adequate curing was provided for 44 hrs. While attempting ~ to secure the edge of the protective cover prior to the upcoming weekend, the edge - of the slab adjacent to Slab- 10 was ~ exposed. Slab 10 was previously poured. con't c n 23.- Project Engmeeting Disposition page 2. . Ex'nnenre af npnrnvinuenly 70 R _ F_ (6 in- by 70 f r _ ) n f t-hn enneroro surfnco en~rhe
- outside environment for aonroximately 72 hours after 44 hours of proper curine t. rill have an insignificant impact upon the quality of the concrete. Since standing water -
was observed on the exposed concrete surface and since curing was extended to- ~ ovide [4 _ ,- r 7 days of adequate curing, Project Engineering concurs with the Field Engineering h A# m [- / //g[JJ [QC E/GINEER dATE' recommended disposition that placement _ A(634.,5 ay be "used as is." Ogid (-7.o ~11 kW .T /-2h ~2 7
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( \ i Nj Na NONCONFORMANCE REPORT
- 1. Project Name Job No. 19. 63g 20.
No. Page_1.of I ( Mi dl and 7220
- 2. Unit (s) 3 Drawing /Part No. Rev 4. Item Description 5. Item Location Common F-7220-C233_A-Flkkhl-lO2-3 3 Miscellaneous Fabricated Metal - Embeds Sagse Rd Lavdown Areet
- 6. P.O. Or Spec No. 7. Serial No. 8. Replacement Part ,,, 9. Source 10. Contractor / Supplier 72RO-F-lkhkl Rev 1 lO2El. lO2E2 pin N/A REv a o- Supplier Inland Rverson Co.
- 11. Inspection Criteria in uo,_ R-1,00-437 i z. As=E AUTHous2Eo e s. sxETCN ATTACNED 14. Descovered During 15. Equip Furnished By Dowo OEsPEc DoTwER a o. C-233A Rev 9 '
O 'v"E s "G"a o" O v es G" GaEc:c OCoNsT O TEST OCuC=T COENG Ori o
- 16. Nonconforrning Condition: 24. Dispose' son Concurrence HEWORM REJECT REPA8R usE As as
_part "'rhe Rol1er/_ Subcontractor shn11 furninh docu:acnta' tion in_accordance with the Lwa _ specification _nn summnviend and directed by Form G-321-D." Contrary to._the_aboye W5 cu /2 #7d PHOJECfArg ELD ENGINEER DATE , _ quality verificatinn dncumantatinn 'has_not_heen received _for 13 nmheds (No 102P') __.Pr$OJE DA E nna It rwhna, (naao221 ) rannivaa 10-28-76. E <lf . ENGINEER,e ,c<.4 0/-
- /- W d*
- pH6 Y (ONsTR QC GE N E E R DATE "O" number is 1_202. Unid nondinc fintil di nnoniti on.
~ - -
17 hnid tno(s ) nnnlind.
' ~
/ t Au THORIZED BNsPEC' TOR DATE s
17 Reporte By . Date 18. Val at d y . Date 25. Disposition Results .
?J / cd 0 /.7-/5' 76 L A'1'b i(A'N "-b l'Y
- k1ll gbu%. ,Is e .c.t1Dr.:
/
/21. Routing / OXop' o cao'acca'ao
' OKToI.oydas is Ecarvi r
( ch recnwI m.d Lect t iscav aa.d.
- 22. @ Field Engineering Disposition Or'E'o eac'aEEa'as a cco""En oco o'sros'T'o'vro rao'Ec' saciaEs a'as
/d 9 ,$/ g% i- Je -17
' /'
i The vendor is to supply the missing documentation. g , 9_ l'yln/1 ,,
"b [ u / 't. ?
L l 7 , / / / V
- 23. Project Engineenng Disposition O Acc. an -
c - .
/-2 0 -7 'Z_
C ENGINEER DATE AUTH O H G Z E D INsPECTO R h
# > . s E-_: _ _____________-_ _ ~ 2 ._-__ _ _ _ _ _ _ _ _ - _ _ _ _ -
~" -- - - -
rm i, N
/-m fq.;) L)
NONCONFORMANCE REPORT
- 1. Project Name Job No.
- 19. g 20.
Mid1nnd " ' "*** ' 7220
- 2. Unst(s) 3. Drawing /Part No.
F-7220- Rn 4 hem Description 5. Hen Locanon
- Comm_on C233A-F14061-IR-9h It 14 Miscellaneous Fabricated ketal - E:nbeds Sasse Rd Laydown Area
- 6. P.O. O- Spec No. 7. Serial No. 8. Replacement Part 9. Source 10. Contractor / Supplier 7220-F_-llfD61 Rev1_11El_94E2.91tE3 s _
el" N/A REv " o. .Suoplier Inland Ryerson Co.
- 11. Inspection Criteria iR No. R-1_OO h78 i z. AsuE AUTHORsZED
- 93. sMETCH ATTACHED 14. Descovered During 15. Equip Furnished By Dowo EseEC OoTwCR NO. C-M M Res 9 O'vEs" " ~ Ia'O O'" D D a c C:o O C O a sT O TEsY OCoiEa7 GEao Orto
- 16. A ic.>nforming Condition: -
- 24. Desposation Concurrence REWORK RE)ECT REPA8R USE A5 OS E rt: "The Seiler/ Subcontractor shn11 furnish documentation in accordance with the r >-> u aporifienticin nn ahnvi red and di rected by Form _ G-321-D. " Contr_ary to thq_above. _Yh- W- /M.J ceN2 PR O J E r".T BELD ENGINEER DATE
_qunlity_verifinntinn documentatiCILhan_not_heen received _for 1 Dnbed (No. 94E1).1
- PH .
Embed _(No._9hR21 nnd 2 hhedn (Ho, 9hE3) recelyed_lO-28-76. F /% W JEsrENosNEEbN
~
/o$TEL[33 dCT CONSTR QC E ' G8HEER "n" mmhov in 1 3(Y) _ W1d nandina fi n n1 dinnnnitinn_
4 hnld tneln) nnnlied
'" '~
DATE AUTHORIZED INSPECTOR DATE
- 17. epor ed, y Date )8. jVJNiate . By .,, Date 25. Disposition Results a
/2 -/ $~'7d h s '1 f. -% b /1 ~ / 3 &u3t,fd'dy(3ga ,{ce,_m ,7bp .t
, ' 21. Routing /[ TO FIE LD EN GIN EE RtN G Q(TO Telt.Rs (SPECIFY) , J, imd M imic/ tm .-~.:. l
- 22. arieed Er sineering Disposition Or'='a =ao'a==a'ao a ccce== =a oc o o'seos'T'oa To eao'=cT <ao'acca'a o g jj., fg The vendor is to supply the missing documentation. ' / -
/W-(,_
ft-}:L2-l>
} , Y i */
ff' ",Je W n l h.
! f ,
- 23. Project Engeneering Disposition
$$ ? /=:c -7 7 DATE
[C ENG8MEER AUTHORIZED 4NsPECTOR D A T't
& 3 .
13 ,
1 ( /N
/ ; -
r
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Q,,/ --- F NONCONFORMANCE REPORT
- 1. Project Name Job No. 19 #'
Midland
- 2. Unit (s)
' Unit 2
- 3. Drawing #3.re-N+
F-7220-7220 Rev - 4. Item Description 5. 635 p* Item Locatsongeggo ffics' 1 ,, l'
)
_ C_233A-13637-M7-2-2 2 mheds N A1 ille L-1 dow. Area'") j 6. P.O. ^: E,r : th. 7. Serial No. 8. lacement Part gg, 9. Source 10. Contractor /Suppher Rep /A NEv P/ N N 7220-F-13637 Re7 O See Block 16 o- Vendor Mississippi Valley Structural Steel
- 11. Inspection Criteria .R No._.R-1.00- N f13 ' z- as 5 ^ u '"oa'2 5 o
' 2. s*aTca aTTacaso 14 D'5caed During 15. Equip Furnished By owG O SPEC OorwER ao. Same as Block 3 o ', E."'"' * *'"(2)"a a O v Es Gao (3,Ec.o OcoasT O TEST OcuEaT OEno (Xri o
- 16. Nonconforming Conditaan: . 24. Desposition Concurrence Bechtel approved Mississippi Valley Structural Steel Drawing REWORK R EJ E CT REPAeR usE As es
_F._7PPO-cP33A-13637-iW-2-P retini van f'n11 penetratinn valrh trith 5/A" Pillats_betvean X the pedestnin n nr1 the base _ plate nn typa A5) nmhedn_ cnntrnry_tn the nhovn; tha Mi e v ~ [- 77 PR OJ E , G E S.D E N GI N E E R .DATE _ pedestal welds on two A2_cmb'eds have insufficient 5/8" finets. ' P OJ DATE "o" number is le10as_. Hold pending final _diaposition. O hold taE{s) b [pT ENGINEER
- r. .
/bf fDATE
'/
- 7 '/
Pre a p m a. . crCONsTH QC EN NEER AUTHORIZED INSPECTOR DATE 17 Re rted By Date 1. Mahdate y Date 25. Desposatson Results Yt Y LYY /P b b bN'* lY. -V -
. Y~ (: %k (4 +s.4Yfd 9 -;'.<*
- 21. Routing g\ To ys En.D EN GIN EE RIN G Q TO ' 'HEI RS (GPECBFY) ,[
,# f-k.h, if& & / b u. k ,
- 22. pield Engineering Desposition OPars o raciaccaiac acco===aozo o'5Pos'b'I ioa To PaosacT =assacea'an 2.5 , ,
w Gc/g c-3cy-The pedestal welds on the two A2 embeds _which havfLinsufficienL5/8" fillet _walds Ed 'EM/f A M /hM r 1 will be built up and examined as required by Drawing C-413 Rev. 5. , o . -e 8M -- -- /- 7-7 7 fj .w lt1/11 I 23.- P,oiset En e.,i.,g o.s-,io,, 9 QC ENGINEER D' ATE # AU THOR $ ZED INSPECTOR O Y s 2 '
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L=K ((' . '~ ^ NONCONFORMANCE REPORT
- 1. Project Name Job No.
Midland 19. 20.
- 2. Unst(4 3. Drawing /Part No. 7220 No. MS p,,, /,,,,,,, /
Rev 4. Item Description Common N/A N/A 5. Item Location placement
- 6. P.O. Or Spec No. 7. Serial No. 8. Replacement Part Admixture Batching Tolerances C-230 Rev.' 8 ,,, 9. Source 10. Contractor /Suppher No. SWI (609) a' M .r. m N/A r/"N/3 aEvN/A a o.
- 11. Inspection Criteria !! /A Subcontractor Champion, Inc.
.R No. _C-1.10-101 '2- asuE auTNOnizEn 13. sxETCH . TT CN,c, 'i4. o.sco.. red outing COWG QSPEC O.> TH ER NO. - ESP Mv;R '" '"
_li Nonconforming Conditsore: O'v"Es " ~ dNo U*
- 15. Equi, rurnished ay
@EC:G GcoNs? OhEsT OCo ENT DENG & 'O Spec. C-230 Rev. 8,'Section 9.2.1 requires that all concrete 24. o.sposition concunence materials be measured in accordance with ASTM 4 C-91, which states in part that, "'" "" " " ' " ' "
" Powdered namixtuce weighting accuracy shall be 1 "". ' k 3 percent of the design weight." i'd '
Contrary to this batch ticket #121d46 representing approdmately 6 c.y. of concrete Pg em CT FIELD E M77 ' from placement SWI (609) a' of 12 76 yy_m,NGINEgg7 ;g ,., ATE.
*.:+ n was placed with the fly ash content 2 pounds
, lhlow the minimum allowable weight.
"Q" List No. 1.10$.
y"*'" ;Sb'j".7f.77 , f,t, c " 5 ' a' Held For Engineeririg Disposition. - c '"of E" o^TE
- 17. Reported By
.One (1) Hold Tag Applied ^"'" " '" " "'"
Date
- 38. /atadateif By ,-
Date k W4 0 A"1. lA -2 7 ~7b 25. Dssposation Results
- 21. Routing O FIELD EN GIN EERING
.* MMW # f
- Q 'YO OfMIRS (SPECIFY)
- 22. OField Engineermg Disposition
@ Disposition requested by 2/9/77lELD ENG8MEEr*aNG NG RECOMMENQED DISPOSITION TO PR Use as is. -
, , j ng W %w-dL<XX
-, /
L e - 1/it/r7 f '( _, T
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- 23. Project Enyneering Desposstion - *.
A D-1 mix for placement SWI(609)a which contains 528 lbs of fly ash ir ' I ~ lieu of the 530 lbs re$uired minimum for the 6 cubic yard batch.will il
*have . -
.i7 -
an insinnificant impact upon affected concrete properties. Projc ct ' ' - - " > Engineering concurs with the Field Engineering recommended dispositior ~ ' to "use as is". i f4.y 26. OC Ac Ny C phv$*'ptance u l- L*.3 ~' l 4 1 -z.t :YT f.[.N'y .
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NONCONFORf.L*~ REPORT (CONT'D) e.un 2 er.2 ie m 1_
' (i _ f 16 Ocntireaca) -
_ - _ _ _ - - - - _n_---~ , Alio ca 12 85 K fha tcepore.t.LN Srcyrci to h0 6 for n.pproxira.toly 3 houra.
"Q" Iid N.o.._.1J.03
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Eold for Jh:Jincoming 211cpooltica. m i . W Block !_23: _ PROJE'ct ENotNEF. RING DI_SPOSITION . (CO'ITD.): __ 1) The minings couerote nurface torseraturo sm_s 40*F_ for_ nprcxinatp_1,yl4 hfanA_Liting tht.cudnt p;;d.s:.L-~_ m d f tcc.z in g.) ta m L.a c w - - _2)__ The cure for _ concreta p_ cur _ scas er.en&d ong full day,.,
. 3) Averago _28.d__ay strenp_th_ renuits for_ tha subjc:t pgur wea 4545 psi.___ Required 90 day sr.rength is 3003 901 (3-2 mix). .- _
- 4) _ The subject _opour usa used for_ structural backfill.
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NONCONF _ ANCE REPORT'
- 1. Project Name Job No.
b.n-l -I o 4k'~ l T) / -
?
Edland ( 19. zo. 7220 No. 654 Page ofg gg
- 2. Unit (s) 3. Drawing /Part No. Rev 4 Item Description 5. Item Location Common N/A N/A Compressive Strength Cy m ders On-Site test lab
- 6. Esoc:eE Spec No. 7 Serial No. 8. Replacement Part 3,, 9. Source 10. Contractor / Supplier C-208 Rev. 8 N/A pin _N/A REv N/A _ No. N/A Subcontractor United States Testinig Co.
- 11. Inspection Criteria BR N O. C 1.Oh" t2 ASM E AUTHORIZED I 3. SKETCH ATTACHED 14. Discovered During 15. Equip Furnished By 8
Dowc 19srEC DoTHER No.C-208 Rev. 8 O'vEs M o O vCS B"
- 16. Nonconforming Condition: OREC:o mCoNsT O TEST OCuENT DEac Cfr'o Specification C-208 paragraph 7.3 2 states in part: "For class 24. Disposition concurrence I structures, one set of at least six specimens shall be taken with intervals between "E" "" "E>ECT "E'^'" "5 E ^5 '5 r
each set not exceeding 100 cubic yards of concrete batched for each mir design." PROJECT FsELD ENGINEER DATE
- ~,
Contrary to this, 13h cubic yards.of concrete were placed on 11-10-76, with only one PHOJECT ENGINEEN set of record cylinders and one set of field cylinders being cast. Placement ID# was DATE A (6h6) b' and the concrete mix was D-2. No Hold Tags Applied. "Q:" No. 6.101 "" ' ' ' ' ' "*'" **""" ^ Hold For Engineering Disposition. . ^"'" " '"*' " "
- 17. .
Date un Reported
- 21. Routing /V Or$buk O Tct riE'o Ca c'aEEa'ac ab/h Y8 %a 4Q By%adhDate8-77
- 25. Disposition Results DiTfo/Hea51s*ECirva f/ ,
- 22. OField Engineering Disposition UF8E.LD ENGINEERING RECOMMENDED Ot5PO58 TION y PROJECT ENGINEERING S , . e u_s n- r='.,/ so r sl~ .</ A e.o '/1t/71
/ /
Use as is. In-process and compressive / strength"~ reports are enclose /d for project - engineering evaluation. This pour was the southwest cor.ier of the control tower from approximately "5.3" line to "6.9" line and from "H,, to .Kc"., lines, elevation 632'6" _ _ _ to 646'0" designated as 646 wall 2. - N d .,/d I ,j /[f/7 7 ,<7 71' '.,_
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- 23. Project Engineering Disposition .
- 26. oC Acceptance QC ENGINEER DATE AUTHO RIZED INSPCCTOR E 3=-~==~, , . . _ -
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.' INsPECrlON Pt.AN FO. b'"/O' ~ OATC //~/d
- l PACE *!' OF / J CONCRETE & PLACEL1ENT IDENTIFICATION'
. CEMENT IDENTi/ICATION ( I' N /1
THIN SECT. O' u Ass CON
. ONCRETE " LASS 5. MIX NO. M bYdd
- SLUkt3 WO R KIN G, LIMlY ,_
INA3VEllTENCY t.1ARCIN E n ~pW . . e CNTOAINEO AIR CONTENT LIMITS O-
'COto E MODERATE O :.' , . WEATHER CONDITION .
APPLICADLE N6T O ,- CENCnETE PLACINC TEMPE RATURE LIMITS ((DO '
- 10. AP.1DIENT TEMPERATU RE Min. 3b FAaw. -
, POINr ce sAMobNC % &d# P4 &) r - - -
TICKET No. 13. TIME. ' 14 CUM. 15. SLUMP 16.C 17. *.. AI R 18. UNIT T70CK NO. 3 9. CONpRESSIVE TEST SPFJ 3 YARDACE - fig. ENT. WE1CHT I DENTITY QUAN. C
? //fEl s(' f t4 0 2. $ *N. M fo h ~
l /146~2. 91 / / 9 co
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, 1147/ ' 8n' l927 9d '
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* . 1 I
AIR METER NO. ~ ' C$L8DRATION OUC OATC UNIT v/EICHT CONT AINER f 40.
~
. cat:1tsR ATION 005 OATE d*>?~77 SCALEteo. [b Call 0R ATION OUE DATC /~ S '
YHEnt.10 MET EA NO. 7 CAllDR ATaON O'uE DATE - I ~
%NCHETE nEJECTr.O CU. YOG. *
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CONCuere sAMutEO ANO,r.57EO Ov R/t/ <DM - ACCEPT'EOrOR u sTLniliiv , .<Z m._ ony, u -es _. y,.
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I: , .i '.NCR 654. rI BECHT.EL POWER CORPOR ATION MIDL AND NUCLEAR POWER Pt. ANT JOB 07220 REPORT OF CONCRETE CYLINDERS .=-,.=6-u-... { et A. 88. . , so. . ,9,6 C A ,4 0. DAT.*ba...
/0 ( mAau u. p.
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1 Pha raes. . . LOC A ,60. A(646)b' 11-10-76 Aux. Bldg. Wall 2 ,
...... .:. . . , . . A . . A o , .
e M ANT DATA Cham IOD lnCOrpOrated Martin Marietta . Type 11
; -.4 .<A.. - . . . . . ................ ,
a D-2 I 20 vEs .o NO 5000 ., A, 90 OAy, 3 TEST OATA AT DATCH PLANT i . . . . , . . . . . . . . , , - . . , . . . . . . i 11461 38 1N uOuas AT A0 vAaoS .NmAL DM/nM -
; . . , ........., . ........- ,.-- ........ T E M ,, A . ,,
j 4 ,,,,,,,, 6.0 , 146.10 L.S,,,3 54 ., 38 .,
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l .. .x. A 6 . . . . . ........ l 71 .,,0 71 ., 11-11-76 A, 1030 ,,,,.. , ,, ;,, A c, D104 g
, TEST DATA AT PLACEMENT Truck Discharge i . . . . . , .
. . . . . . ,~.o,...... ....o,......
11461 38 1302 ,, O o .,, A , 40 y A ,, O , N/A ,,,,.. LbWM# A 4. C O.u , .. , ..-P.eCO C.... ..-P.As. 3'2 ,,,c,,,, 5.6 , 56 ,, 40 ., ,,,,,,A,.. RL/BU i ...m...... . N/A ,,,0 N/A ., N/A Ar N/A ,,,,.. ,,,,,,'t. N/A
'. OMPRESSIVE STRENGTH DATA ASTM - C 71 .
. S PE CIM EN DATE DATE T OT A t. l.O A D IN '
O f EN TIFIC ATION M O L D ED AGE CYL CYL TCSTED POUNDS ***** #' ,, 8 , D6 A M. AREA 6** I
. 1 8851--1161 1 1-10-76 11-17-76 7 90,000 6.03 28.56 A 1 6 3150 -
g 88.52 7 94,000 6.03 28.56 A 1 6 3290 8853 12-8-70 28 150,000 6.04 28.65 B 1 27 5240 8854 ." 28 g 148,000 6.04 28.65 B 1 .27 5170 8855 2-8-77
) 90
- 8856--1161 / " 90 ~
t ? 0 e,A-sA.... ..... ..-A. . ) Ki . a i r. O Cu.E OConE O oTata v m.A... . . . . . . . , . . . . . . . . , . . . . . . . . . . . . . ,
) ,
( 7 DW }} 4ffn,.fk), iffn)7c 6 28' DW /8, /23 < ab a# ev - LA.O.m,0...we.nwe.g. DA,.
. TYFC O F D.. AMS A s. CONE. mot 4T Aft F AILu ftF 0 m CONC. AE.GnEC ATE F AILuftC C e SH E A R. Mon T A R F AILU RE O e SH E A ed. AG41tEG A,E F AaLu nE E=OTHER E2Ea UST N-263 @ 7 UST D-116 @ 28-
~ ______- 4 (h .
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BECHTEL POWER CORPORATION ****""'"" * * " 6 MIDLAND NUCLEAR POWER PLANT JOB 07220 . REPORT OF CONCRETE CYLINDERS .....n-u-a. . u -u- a .
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, A(646)b' .
11-10-76 ' Pb &t . 88. . L.C . .... Aux. Bldg. Wall 2 - '
"*"TDATA 5
, Champion incorporated Martin Marietta Type 11 D-2 I Ja v . aO 5000 ,,,' 90 A, .Ay, g . TEST D ATA AT BATCH PLANT
........ ..... ,..<o. .
! 11461 ~ 38 1305 , o o ,, ,, @ ,,,,,,,, M MM
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, . . . . . . .....,n.... . . . . . , . . . . . .
11461 38 1350 40
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8 2a ,,.C .. 4.3 , 60' ,, 52 ., ,,,,,, A c. .ID] rJR 48 64 11 76 3 . , u, ., A, 11 10 ,,,,,. . .T. At, m _._
. OMPRESSIVE STRENGTH DATA ASTM - C 71 .
SPEC, DATE
$ YE N TI P ,M E N 80M DATE ggg NAl W AO m CAT MOLDEO, TESTED C POUNDS D ,Y C Y ,. . ' '
***** ps i A M. AREA ***** "**
8857--1162F L1-10-76 11-17-76.7 104,500 6.02 28.46 A '1 6 3670 8858 " 99,000 7 6.02'28.46 A 1 6 3480 8859 12-8-76 28 167,000 6.02 28.46 B 1 27 . 5870 8860 ", 28 173,000 6.0: 28.46 B 1 2Y 6080 J 8861 2-8-77 90
, 8862--1162F / "
90 ~
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- TYPE OF .Rt AMS A - CONC. MORT A R F A,( urac 0 - CONC. ACC RCG ATE F ASLUM E C - SH C AR. MORT A R FA4LU RC D en SH E A R. A GG r,C G AT E F A,, Lu,a t C.OTHEM l
4:3!1 l oc a 4 UST N-265 @7 UST D-115'@ 28
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g , NONCONFORMANCE REPORT
- 1. Prosect Name Job No. 19. 655 2- 1 2 Midland 722, No. Page _ of
, -2. Unit (s) 3. DramngPart No. Rev l4. Item Descripteon Cur'ing Of S. Item t.ocation -
Common U/A N/A pompressive_ Strength Cylinders 2n-Site Test Lab.
- 6. P.O. or Spec rio. 7. Serial No. 8. Replacement Part 3, , 9. Source 10. Contractor /Suppher C-208 Rev. 8 U/A ,, N r/a nEv N O. Subcontractor United States ':'esting Co.
II. Inspection Criteria ,, ,0 SC 1.65 ==. a5-E auTNoaizEo i a. SaETCa TT CNEo ia. D sco ered Durias 1s. Eau p Furnished By
& ' ~
OoWo WSPEC O t> T N E R NO. C-208 Pav. 8 o ', C S" * " %'O O v ES DaEC:s 5: ONST O TEST O cu ENT O ens B rio i 6. Nonconform.ng conditen. Specification C-208, paragraph' 7 3 2 states 'in part: " Cylinders 24. D.sposit.on concuuence HEWORK HEJECT REPABR j (J5E A S 45 shall be made,.pured and tested in accordance with ASTM C-31 and C-39." ASTM C-31 1 c;tates in part: " Remove test specine.hs . . . from the molds at the end of 201 hh and-store in a moist condition at 73.h0 3F until the moment of test." Contrary to ,this, cylinders being cured in the tanks listed below were not cured in accordance with ASTM C-31 for the period of 12-25-76 through 12-26-76. - AUTHOMIZED INSPECTOR DATE (Block 16 Continued on page 2)
- 17. Reported By Date 18. V hdo,cd By Date 25. Disposition Results
(-8 nm 4 b h & ' & ns #
. '- r(hn * ?* '~
- 21. Routmg / '/ TOpa ELo EN GINEC nING Q O dfME NS (SPECSFY) /*
- 22. OField Engineering Desposation Q FIE LO EN G6N E ERING' R E CO MM E N DE D DISPOSITION TO PRO JE CT E NGtN E ERIN G Response reauired by ?/_Ll/77 '
~
lise as is. These cylinders represent the best data available for the concrete represented. W . W,jfj' //g/77 __d., {c _ _ ~~ , ,/,// sy f ' ' "h
)
- 23. Project Engineering Dispositeori ,
n - s
- 26. OC Acceptance .
QC ENGINEER DATE
** A D J 'auTNo n i 4E O i NSPECTO R Dai j
r . I '
-_. i d l_ ' .,d. ,,- , ->
(- Block 16 Continued NONCON FORM'ANCE l
;.RT (CONT;D) . p.wa 2
,,,2_,___ ,
6L l ,. 7
$1 Tank # Date Curing Tencerature Tank # Date Curing Temperature ;
1 12/25/76 72o 77oF 1 12/26/76 72o 77oF Q 3 12/25/76 7oo-77oF 3 12/26/76 7oo-77oF g 4 1272f/76 74"-M"F
~
4 12/26~/76 74 -77 F M 5 12/25/76 585- 85BF 5 12/26/76 58 -30 F , Y
- ?
~.
It should .be noted that- the temperatures in tank'#5 a e very extrecie and may be the result of ' improperly setting the the2=ometer prior to reconling. '
?
In addition, no tecperatures were recorded in tank #7'for the period at 12/25/76 through 12/26/76. 1
-Ilo_ Hold Tags I-pplied. "Q" No. 6.101 ..
Lold For Engineering Disposition.
- ?
i N_,
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'Whste Copy 3r.g.netoe 6.
Cenery Copw e . F 6e d inge.,.or ,,. Pink Copy - PC A E Coldenrod Copy - OC LC'
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N. -/ \ NONCONFORMANCE REPORT
- 1. Project Name Job No. 13. 20.
"- 656 "*** 1 *' 2 Midland 7220
- 2. Unit (s) 3. Drawers'a:
Rev 4. Item Description 5. Iten Location Unit 1 MP-90-lX- - O Shop _Enbricated Pipe Sno61 Posevvill e Lavdown Aren
- 6. P.O. Or spec No. 7. serial No.11ICB- s.coment Part ,,, 9. sou,ce 10. ' - -
!suppner
. efN
- a. RepN /A R,v 7220-MI.014 A-AC Revi 11-S608-2-1 " - Supplier ITT Grinnell. Kernersville. Nmq.
- 11. Inspection Criteri. , ,, u D. R-1.OO-639 12. As-E AuTwoaizEn i s. . ETcw ATTAcuEo i4. 0.scovered Durin9 15. Equip Furnished By Dowo GseEc OoTwEn a o. *M1 hv 7 m'vEs"'*""O"a o O'" } GaEc:o OconsT O TEST Oco EnT Geno Or'o .-
- 16. Nonconforming Conciition: 24. Disposition Concurrence REwoR- REJECT REPA8R UsE As as fittinas shall_bg adequa_tely blockei_drgpp d Or_othergise_ held in position durine >< ---
_ shipment and they shel be further separated by dunnane as may_be necessarv to_ prevent _ MO PROJ E gFIELo ENGINEE -d_R HATE //7_2 damnoe." contrary to the_ahore nine spool 1HCB-11-3608-2-1 was delivered with anmaae.
~
_as_ described _on Page 2.
"O" number is I+.082. Hold neriding final disposition. hold tan (s)
PR W re sTR/C l[ ^) 2%'77 ER ENGl'N /-Ja d 7
'oATE -
' ALTr440Re z En erfasrEcToR" oATE rpplied.
- 17. Reported By Date 18. Va dated,0y / Date - -7 25. Disposition Results
< e. / ~ Y~ 7 7 l$l$' 7 l' 2i. Routing / Q To [t E'Rs (sPECIFY)
Q TO FIELo ENGINEERING
- 22. QField Engineering Disposition Ors ='o Eac'NEEaias acco==Eaozo oiseossrooa To raoJEcr EnosaEEaiao -
Field to rework damaged spool lHCB-ll-5608-2-1 by cutting off damaged end of piece No.1 and replacing with new' material. Dented weld end prep of piece No. 3 may be reworked by grinding at time of fit-up. 6Ifm C-i.LM /Q3-77
$$. Shih /-20-J')
- 23. Project Engineering Disposition -
4
- 26. OC Acceptance QC ENGINEER . oATE AUTHORIZEo SMsPEcToR o E
')
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_ _ - - _ _ ~
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- ITT Gritinc11 Industrial Piping Inc. (<f FY
KERNERSVILLE. N. C. g */8 i C. D I ..h 2 mT. No; NCR 656 Dnw'N O A N C.itK'Dd.C M-2b
\ME C03SU.'1ERS f7.'.'ER C0'1PNU f,IDUJM, t. IClllGAf( Page 2 of 2 -
REY: CitK'D y JCATION REV. CliK'D
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STAINLUSS 57EE!. . , , , , , , ! LASS k UC. i uNE SPEC k NCb APP. CODI' MN NO. REQ'D I Jadi: graphy (ItT) V Special Marking Preheat Cert. of Compliance slag. Particle (MT) Special Cleaning # ^ llcal Treat Mill Test Itcports
.irt. Penetrant (!*r} Painti_ng Coilt Stamp P pata Itenorts V iYSTlat b'Q Q-O N DCO.6Y r^n srecs. Ne W % - "- " - ' 9 EF. DitW'G HO. H c oE %n 2 ANPnEss. t co Psi. TEuP.MO r. wr. 9 7 uis. -
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NONCONFO CE REPORT '"
- 1. Project Name Job No. 19. 20.
Midland 7220 No. 657 p,ge _3 o 3
. 2. Unit (s) 3. Drawmg/RacDmac Rev 4. Item Description 5. Item Location Common 7220-M-614 Sht 8 3 Pipe Spool Sasse Rd Laydown j 6. P.o. or Spec No. 7. Serial No. 8. Replacement Part sg, 9. Source 10. Contr.ctor/ Suppl.er j 7220-M- 104 A, See Block 16 Pin N/A REv n o.
Vendor ITT Grinnell, Kernersville , l
- 11. Inspection Cnteria ,, n o. WA e 2. A5ME AUTHORaZED g 3. SKETCH ATTACHED 14. Discovered During 15. fiquap Firpished sy Dowo Ms EC DoTHER ao. M-201 M-202 g'T"'E , "O" 'o :
O vEs D" GaEC:o dCoasT O TEST Oct.iE=T GEac Ort o
- 16. Nonconforming Condetion: 24. o.spos;non concun.nc.
P Q 7220-M-10M4C, Rev. 7 requires supplier to furnish the . REWORK R E J E CT REPAsR UsE A5 IS following piping: " Shop fabricated carbon and austenitic stainless steel nuclear x ,, y f.
~
piping, 2 1/2" and larger in accordan'ce with Specification 7220-M-201'. " h Mj PR ECT 70 ELD ENGINEER [/,24/7 ATE 7 Piping iso ~ metric drawing 7220-M-614 Sht. 8, Rev. 3 shows that a portion of _ pipe spool OHCD 621-S614-8-1 is piping class HCC (Nulear Piping Class 3'). < 2FM Contrary t'o the above. 3'-7 3/8" of spool OHCD-621-S614-8-1 was furnished to '
$"NYU'" / N-7~)
AdTHORIZED s'NSPECTOR DATE the requirements of P. O. 7220-M-104B-AC, Rev. 6(Specification 7220-M-202 and
- 17. R r ci By Date ) V iT~ dated By -'
Date 25. Desposation Results ffw (d Whbu l- Y-YY W *;V~ 'b l- ] ~ ]
- 21. R g To 78 ELD ErrosnEEReno O CITHERS IsrECir vi /
22[fField Engmeering Onposition Or'E'o EaaiaEsa'as asco="EaoEo o'srosoa To eao'EcT Eas'"EEa'aa Spool OHCD-621-S-614-8-1 -(MS-67-30) will be reworked in the field. The existing Non'Q 3'-7 3/8" section will be replaced with, "Q" (HCC Class) material .
&m ,1 6. W /-24-97 dW l0wDb .
i - 2 4 -T)
- 23. Protect Engineering Disposation ,
- 26. oC Acceptance
, QC ENGINEER DATE AU THO RIZ E D I NSPECTO R DA E *
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NONCONF0 CE REPORT
- 1. !*toject Name Job No.
- 19. 20.
Midland 7220 No. 658 p.,,lo, L
- 2. Unit (s) 3. Drawing /Part No. Rev 4. Item Description 5. Isens Locatson g, ,
#1 Sketch 1 616-9-6 2 b neer 18-1HEd-133-ID l' south of C, 3' east !i.1
- 6. P.O. Or Spec No. 7. Serial No. 8. Replacement Part ,,, 9. Source 10. Contractor / Supplier N/A N/A ein N/A REv F/jL no. N/A Construction N/A
- 11. Inspection Criteria P-2.10-616-9 i m. Asur Auraoaizzo
.R NO. i s. pKETcH ATTAcnEn 14. Discovered During 15. Equip Furnished By
@ DWG Osecc O arwER no. 1-616-9-6 O 'v Es""~Ia'o" 3*" }*
- 16. Nonconforming Condition:
- GEc:~G ecoast O rest OcciEarEEaG Gr'o ~
24 Disposition Cdurr'ence Grinnell drawing 1-616-9-6, Rev. 2. Sub. 3 details item #3
~
REWORK REJECT welded to item #2 allowing the strut to move vertically. y R E P AIR USE AS IS
. Contrary to the above, item #3 hnn been welded in place TW _' E LD E N G8 H E EoATE
*ROJEC R 28N 7 allowing horizontal movement (Tumed 900 to design requirement). -__
Q List #l.162. t [N N One Hold Tag applied. ""
', Y " " " " '" @ " " "
Hold for Ehgineering I)isposition. ~" "'*' ' " " ' "" ^*' 17. h a /am<
% ported By Date 18. V '
a 25. Disposation Results
- 21. Routing '
W/n TO F8 L.D EN G8 N EE RIN G Q TO OTHE fECIFY)
- wM. Datew /-//-77
- 22. @ Field Engineering Disposition Ors ='o saa'a==a'as acco==>raoso o'sros'noa To raosecT =ac 'aera'aa Rework: Field is to cor Ct_ installation to conform to latesMvlsion nf ekatch 1-616-9-6. fI M ' M 2/ 77
.! Y' A 2. /b ) 2 H.>x' PRD , -n n
- 23. Project Engmeermg Disposition
- 26. OC Acceptance QC ENGINEER DATE
. . AUTHO RIZ ED I NsPECTO R DATE w_ ..v
. s.
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