ML19329E920
| ML19329E920 | |
| Person / Time | |
|---|---|
| Site: | Midland |
| Issue date: | 10/31/1976 |
| From: | CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.) |
| To: | |
| Shared Package | |
| ML19329E914 | List: |
| References | |
| NUDOCS 8006180775 | |
| Download: ML19329E920 (185) | |
Text
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- 9. s .n NONCONFORMANCE - REPOR r LOG & STATUS BOOK 12.
REPORT oATE PAGE CoMPL.
7220 RNN
- 1. PROJECT NO.
STATUS NCR ORIG. NONCONFORMANCE DATE PREPARED BY s. ^
NO. DESCRIPTION / REMARKS nouTE [u"N E$N CLosco CLosco av 7 7 412 4-26 T. R. Lieb .C-230. Flya sh fincnc1L User Test FMehb 4-29 76 76 L. R. Albe rt L -76 1.105, 1.205 4=27=76 -76 DEX 413 O 4-26 T. R. Lieb C-2 30. Batch T)lant Cement _Scalen brnke F-i sht 4-29 4-30-76 4-30-76 '
O 1. I n s, 1. 2 n s 4 57_74 7A u s_7A r_
durine calibration u t_7A n_ A thn re U3 7-o,-
414 9 4-29 R. A. Moray _hi- 104 A . Documentation and Cnde natn Field b 6 8 00 76 P. M. Pitts
-76 ,
_ Elate __2 ea_ pipe _spnola. ASkiR 4 1363 4 247/ 76 4150 M-106. IIangers fabricated and shipped w/o 7 4-29 II. Boleen bMehb 5 76
-76 sketches beine annroved ASME 4.102. 4. lE 4"14,76 76 41 fay 4-30 A. L. Boulden ASME Section III. Field Weld _. Unit #2 Sump. Eield 6 7 7 76 76 76 W. M. Pardee
([ -76 X-ray requirements violated ASME 4.134 4:3046 v1 417 I 5-4-76 A. L. Boulden 1 : _111 Unit #1 Sump weld in need of repair Field No 6 ,
afte r pressure test 4.128 3-4-76 76 418 5-4-7( M- 104 A. Documentation and Code Data "M 5-20-7( 6 10-20 R. A. Moray _
M6 4.192 -76 R. A. Moray '
F_ late on_pipn_spaals ASM F 4_164 4.174,__. 5-S-76 -76 '
419 5-4-76 II. Boleen C-233A. Anchar._ Bolts _dimensinne d ahn"* MS No 5 - 2 4-70 76 II. Boleen 1.102 5-5-76 420 5 7( II. Boleen M - 12 0. Valve tagging varies from document f6 F H. M een d No 76 marking on MO Valves ASME Va rie s 5-11-76 6-22 6-2 421 5-5-70 C. l!. Nelson C-210. R a mn north _nf Any nidg. m ni a'""a Field 5-21-7 ') -76 7 L. H. Alberts enntent high _ i nna 5-12-76 422 5-10-76 P. W. Ratter M - 1 Olu__ Linen r In aications_on_llang e r mids- pield No 6 7 -15 P. 'W. R atte r 4.102 5-I n W' - ~
6 6 423 5-10-7( P. M. Pitts M- 104. Pipe Spooln Air nuenched y--not 76 76 4ainld 5-28 P. M. Pitts WateLQu enched, 4,_144 ASME rs jtadli 7L
- 11. P e OC-G31 i e.AD-1t3 09f14 Or[- } *
\ page 38
NONCONFORMANCE - REPORT LOG & STATUS BOOK ' M
,,. u.
REPORT DATE PAGE COMPL.
' " 8' "
- 1. PROJECT NO. 7990 STATUS
- NCR ORIG.
PREPARED BY NONCONFORMANCE A NO. DATE DESCRIPTION / REMARKS ROUTE XMTD C OSED CLOSED BY 7 h36 6 M. E. Foote b 31, Dowels do not match to slab, Atoc. Bldg. Field No 76 6-11-7(;
76 'G' Line wall @ 632'6" 1.203 pg 6-29 7 437 6 II. Boleen - M-lOL--- G -321-3-not--r-acoi-ved-uitt m " ' ' ' "
6 11,_ 7(, No -76 76 H. Boleen 76 ,
ASME 4.185 438 6-14 R. S. Mor row U lO4 A. Incorrect infn nn code datanlate [I fd No 7 8 76 76 P. M. Pitts
-76 for pipe spool lHBC-131-521(>-6_4 A SM E' 4.164 76 6 7 '
M- 104 A. Pipe spool delivered w/o venturi hhd 10-1 10 439 76 R. S. Morrow 76 as sembly HIBC-123-S616-8-2 ASMF4.164 V6 -76 76 R. S. Ibrrow 440 6 W. M. Pardee _C 40.^_ IIeat Number discrenencies on Field No 6 9-16 76
-6 76 -76 W. M. Pa rdee Slab #8 HT# 81989 1.109 Field 7 7 441 6 II. Boleen M- 12 0 Incorrect PO Item # on Valves 6-16-7 i No 76 H. Boleen ASME 76 76 SN_520ft__D1 1 17 := nd_57.0 6 1 - 13 442 6-15 II. Boleen M - 12 9. G-321-D not t raceable to 83 Mb No 0~ ~
6 H. Boleen
-76 valves ASME 6-17-7(
Field 7 443 6 L. R. Albert C-231. Missina Dowels. Aux. Blde. at Wall 6- -
No 76 76 53 & Kc Line. El. 623'3" & (M3" 1.203 C' ~ I I,ack of R einforcing Diac. Bars on ~ ~
444 6 L. R. Albe rt Field No 76 Wall 53, 'H' Line wall, El. 630' 75 ' l.203 'i 445 6-16 R. S. Mor row M-106. Hangers fabricated to not-approved P p,1jg- h 8 8-23
-76 Drawings. ASM E 4. ll2,4.10L 76 wpo-76 446 6-17 H. Boleen M- 104 A. No documentation for 26" wranned MS No 6-29
-76 & coated piping 20' Inths ASME 4.192 6-17-7( -76 ,
Field
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NONCONFORMANCE - REPORT LOG & STATUS BOOK 12.
A-
.'n ^ (, ,
j REPORT DATE PAGE COMPL. ,
.C. ENG. SIGN
- 1. PROJECT NO. 7220
- 2. 3. *- 5' STATUS NCR ORIG.
PREPARED BY ONCONMRMCE 6. 7.DATE 8. D AT E 9.DATE 10.
NO. DATE DESCRIPTION / REMARKS route XMTD RETD CLOSED CLOSED 8Y 7 448 6-21 P. M. Pitt s s1- 104 A . Documentation for IIInc- 13 3-S616- Fihd6 l .- No 76 .
-76 7 6 misidentified ASM E 1.164 76 N 8- S 6 M-106. Incorrect M *, sent alth Itanner 6- -
76 76 R. S. Mor row 449 76 R. S. Morrow 12-1GCB-25-ll14 ASME 4.102 Dug. Field M-450 __M-in6- Yncorrect Rev- an<l Hechtel Approval 9~16~
6 6-2p q 76 '
76 R. S. Morrow level 4 sent w/ llangers ASME 4.102,4.112' 76 76 10 51 6 M-lOls A . Ven t.u r t intkinn f'rnm nnnn1
- 7-2b- 10 76 II. Doleen 76 76 76 II. D. Foster 2118C-123-S617-8-b ash 4.1765 76 14-106AC. Pipellanger 18-11IBC-133-II6 rabricater IMTA.d 8 8 h52 6 6:28:7 s 76 76 76 R. S. Morrow to a Bechtel level 14 chetch ASME 1.162 4
M-106AC. Inco m et Dug. Rev. sent with 6kO Y6 No 453 6 8 76 R. S. Morrow % ASfEN*1h'N:1hS'h.' ll i 9-29-76 76 454 6 M-204 . Incorrect stamping of 26" yard {ie
,2 - No 7 7 J. R. Behres 76 J. R. Behres 76 76 piping. . ASME 4.192 76 6-24 U.M. Pardee C-111. lient Number discrepancy on Dome T.iner Field 8 W.M.Pa h J+55 no
-76 Plate assemblica 1.109 6-24-76 76 -76 456 6 C-Ill. Shop Assembly Untraceable to Field 8-31_ 9 N 76 76 W. M. Pardee Documentation Ht#21302 Stab #10 1.109 6_-g 76 W. M. Pa rdee
~-
457 6-28 W. M. Pa rdee M 120. T inea r in<licationa founr1 nn 16" Valve Field g 9 -76 S/N 3N-641 ASME 4.164 U 8 =Eqpo[76 458 7 W rong Dwg. R evs. onIlangers iI 9 M - 10 6 A C. 7-l ,< 8 76 R. S. Morrow 4.102 4.112 fab. to level 4 dwes. ASM E t 172,,4 191 76 76 Field 459 7 M- 104 A. G-321-D nnLsubmitteddweepalets No 8 8 II. Boleen 76 II. Boleen not capped. ASME 4.192 7-6-76 76 76 AAO.103 09/14 oc Page 41 i t. P Oc.c31
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LOG OF NONCONFORMANCE REPORTS n.i...
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PROJECT N AME Midland I & 2 JOB NO. PAGE DATE NCR NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY
.SE/ ESP C 3. 2 Rev. O Implemented _using new formg_ -
for_Noncunformance Reporta_and Log _Sheeta 460 7-2-76 -M_106 -Incor rect _Dwg._Reva_sent-with_Ilangers E"Ifferk 4 61 7-7-76 M. 106.__In co rre ct_Dwg._ Revs ._s ent_with_11a ng cIs R ewo rk
._Eah._in_ Level 4 nwgs_ & noc. ,
462 7-8-76 ._DwgmC=220_R eha r s c u t_a nd_not_Re pl a c e d Rework 463 7-12-76 Ai- 51, G-321-D not received for 4 sets of Gaskets Doc 8 7 6 II. Boleen 464 7-12-76 _C _111._I IAn.and_HaILaub zass y.s_show_inco ns is te nt Rework 10-5-76 W. M. Pardee
_Lleat Numbe rs, 465 7-15-76 _C=20.8.__ Strength _Leyel of Concrets_falla_hc]ow reo.
_fc' level. C u r e le m p .__o f_c y li n d ers_b el ow_reflu i. rem en t s.
466 7-16-76 _M-103A.__ ThIse Pipe Spools Delivered Bent. R eject 9-20-76 R. S. Morrow 467 7-19-76 _A1:103 A. Venturi not installed in Spool Piece.
Use as is 10-12-76 II. D. Foster 468 7-20-76 _-M-106 Supp0It_DaIa_haye_inentrect insills_1lian.clar, R eject 7-29-76 P. M. Pitts 469 7-21-76 . C-233.__ Nelson _Sinds were broken off or ruissing Rework 8-4-76 W. M. Pardee channels. Aux. Bldg. '
470 7-21-76 _Dwg ._fc_283.__Iwn_Dowcl a_ mi s s in gir om_El. 6 3 5 ' + Use as is at intersection of wall 53 and 'II' Line.
7-21-76 ~Il ewo rk 471 _Dwg. C-140,_ Lacking __R_e_ bars a round door opening.
_El ._614 8 0" a t 'II' Li n e a n d 5, 3 Aux. Bldg, 472 .7.:27-76 _Dwgs. C- 3 9- A_32, A 3 2 A, LA23 Reba r Missing Aux. Rework 9-23-76 M. E. Foote Bldg. 5,_2 & 6. 6S, of 'II' ' Kc' @ 6. 6 El. 6 3 2' 6" 4 '. T 7-30-76 _E 20. P l a n g e.s_no t_cnat e d_u po n_rfsti p t .
474 7-30-76 _E 20._3Y_ eld _ Neck flangna_not_nilsoats1Lupon receipk 475 7-30376 E-20, Flanges not protected upon receipt.
476 7-30-76 _Ai .103 A . Pi p e_s p o ol_111C C - 151- S 616 - 10:Ld amag ed. Repair 477 .8-2-76 _C-Ill.___ Main _ Steam _Renetration w ding _not_ full Rework P. N. Ratter h _ penetration _ velds 9-14-76 p
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i LOG OF NONCONFORMANCE REPORTS st. t *%
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PROJECT NAME Midland I & 2 JOB No. ' 7220 pg 8 43 2- 3 4 5 7 NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 478 8-6-76 C- 2 31. Dwg. C-281. #6 stirrups installed on 12" centers Use as Telex.9-fo36 c. Kasch instead of #8 at 9" Aux. Blig. El. 6148 to 630. 7 5' 'Kc'line is 9-20-76 8-6-76 _ _B. P. cheek
~479 _hi-lQAA. No refengpce of N DE on PT Examirration Document
_R e c o ral_f o r_ pip e_s ponLDE C C -l_52 - S 506 2 .
.i 480 8-6-76 S .llt, Weldina of Dome Spray IIeader Lugs, Unit #2 Repair 9-21-76 A. L. Boulden i 481 8-9-76 _M=l06.__Ilangera_f ab ric at ed_t o_n ot_a pp r o v e d d r a wi n g.a_
_a n d -pa c k i n g- s l i p _ r e vi s i on s_d o-n o t_ ma t ch-s ke tch-rev s-482 8-10-76 _hi-104.__.IIanger_flacumsntation for NDE LWeld Use as is '
_ Details. 10-28-76 P.' H. Pitta j 483 8 7 6 _C.233A. F-1406LMisc MetaLfabricationa_ received __ Reject 8-17-76 R. A. Moray ;
_withouLtagmarkings- i 484 8 7 6 _C=233A. F-Id43fLIrash_ Rack _Gilde_Asa'ys received Document 9-3-76 R. S. Morrow I
_without.-tag _ma rking s '
485 8 7 6 _C-233A. Fidd39 Citannel and Plates received without 10-5-76
_ta g_ ma rking s. II. Boleen 486 8-16-76 _C:Zll. Dwg, C-212. Rebar omitted and Rebar install ed
_too_ low._ Aux._ Bldg._ F T ransferdlbbe_ Room-487 8-16-76 _G- 231._Dwg , C- 2 56 Aux. Bldg. E Transfer Tube Use as is Teler. 9-10-76 C. Kasch ,
i
_R oom. Channe Ln ot_ emb edded_in_cnn crete _620'il'Lt o_63 C 80n 9-20-76 B. T. Check 488 8-17-76 _M _10 4 4, Code taa on dine spool does not correspond w ith documentation, for pige_ spool 1-GCH-8-S612-1-3 _
Rework 489 8-17-76 C-231. #6 Rebar cut to allow installation of Struct. Use as is 10-12-76 M. E. Foote
_ base _ plate _for_ beam 68 3" Westof_8.1_.Along_'A'line_ E;1. 63486" nu x, 490 8-19-76 _M - 6 4. Radwaste Decay Tanks equipment bases not Revork 10-4-76 C. Groat
- coated with an elastomeric Compound.
4 91 8-19-76 _M-10 6A C. Pi p e_ Su p p o r.t s _Ea b ri c a t e d_ t a_L ev el__4_Dwg s ,
_EackinglisLdoes_noLagrec_with_Dwgs _acnt.
492 8-19-76 _M -10 6 A C. Pipe Supports fabricated to Level 4 Dwgs.
1 Pkg. List does not agree with Dwgs, sent. Clamps no : numbe red.
493 8-19-76 _SiO. PO F-bl7_92._IlolLUgads_noLmarksg]_A490.
. _Eonne_EEG-1-l_and E.E_G-9-2 not completed by vendo;-. Use as is II. Boleen 494 8-19-76 M-l. 35. No correlation betweenlocumentation for 4 l'INI 9 2676_._. _
_Eyjtt em Caljinets and 4 Cabinets.
495 8-19-76 _M-106ACmHangers_ fabricated _to_lexeLa_dwgs. Pkg _li st 496 8-19-76 Jloea_nOLagInc_witlLdwga. sen_t._ _Ilangers a rriyed befong_g.gp y r.
._.E.42._- Conduit _damag e d_by_d rillin .-Aux.--Bldg --5841 )"
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LOG OF NONCONFORMANCE REPORTS i,.a..
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Midland I & 2 ' 7220 a 44 PROJECT NAME JOB NO. p 2 3 4 5 6 7
,r DATE NCR
- NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY '
497 8-23-76 M -10 6 A C. Pipe clamps configurations not in agreement with Bechtel Eng. NDE documentation not included. ,
498 8-24',76 C-23fl Concrete ptgced in Pour CC(662. 92)b' had Use as is Telex 8-26-7o B. T. Cheek a temperature of~_76 9-8-76 E. Dutt c,n 8-24-76
~
499 C-230 Entrained Air in concrete lower than the !
required 3 percent for Pour Y (603)a Use as is , 3 500 8-24J 76 _M-1J5._3_ gauges _do_not correspandMllLthe !
._ packing list-501 8-25-76 _C.-2.31._ 4 Dowela_not embedded in ' D' line. 389" East
_of_6._6_Line. at El. 614'0". Aux. Bldg. Repair 502 8-26-76 P Pvc conduit IRC007 damaged _during_Iepair
_oL113C008_ R epai r 503 8-26-76 _C-233 Channel _and_I21 ate _ Embeds noLpiece_ marked- Use as is H. Boleen
_unon_ receipt _ 10 h-76 k 504 8-26-76 M-204. Yard Piping, welding began upon a rejected R ewo rk 9-3-76 A. L. Boulden '
._ fit.-up.
}
505 8-26-76 C-IlL_ 4 s-built location out of tolerance. Unit #2 ,
_A Z 207_0_ El e_y_,_6 6 8 8 6" 506 8-27-76 C-30 . Two rebar cut at IIanger 18 2TIB~C~l33 II6 ,l Use as is
- ~ ~ _w.ithout
- prior Project Engineering _ approval.
507 8-30 76 C-23D. Mortar sand has greater water demand ratio t:
than allowed by ASTM C-144-70.
508- 8- 31-7 6 ._.C-230.._Elyash_contenLnf_ cons _tcig_placed in CC(619Jh
_a_high er_than_ allowable _ limit.
509 8-31-76 _C-231 Curing of_ pour _A(633. 2)_a,_surfaca Use as is
_ appeared _ dry. 10-26-76 B. T. Cheek 510 9-2-76 _C-208.__iLDensity_trats on_Lnsomina st ruct u ral
_Eand__ Gradations failed t;o meet minimum volume, 511 9-2-76 C-211,.__l-# 5 dowel b roken at temp. const, opening. _ Std. Repair .
- Aux.__ Bldg._._61410" }
512 9-3-76 __Mm106., IIangern received,_ dwgsaot_ approved,_and_
__ parts _noLid entified- -
513' 9-3-76 _ M-106 11 angers _ received,_ parts _noLidentified_ properly. ,
514 9-7-76 _CA213AmChanncLand Plates _ received without piece Use as is ma rkin e s.__F- 14139 10-4-76 H. Boleen 515 --7T76 E-20. Weld Neck Flanges received without coatings,
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! nick _ed, scratches.
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LOG OF NONCONFORMANCE REPORTS I
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PROJECT NAME Midland l'& 2 JOB NO. 7220 PAGE 2 3 4 5 NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY '
516 9-7-76 ___M:105,_Ila nce rs_ rec e1 Yed ,_nat_ traceable _ma rking s , pocumenta-
_dlfferc.nt revision on Packipa List tharL_Ihig. rec'd. 10-21-76 R.S. Morrov tinn -
517 9-9-76 --_M- 1 1 A - nupport_reetor_ Heat- w hangera an nnt
-._ agree _uith_detniin nn_ drawing _
518 9-10-76 --3b10b'- fashing_ List dogs __ pot agfee v/dugg _ggnt.
_Dwg._ calla _for 'I' Beam _vherena_a "B' nean_ van _senta_
-- Dwg.__C:208._Amt.__Bldgi_slaba_624 '6"._ Clear _ cover l 519 9-13-76 Jor_ Top 3avels_ vary _between_2_and 1-1/2_ inches-520 9-10-76 C:208._Cylindera_ vere _nat_atripped_vithin_2h_houra__ Use as is B. T. Cheek '
___af ter__ casting. Cylinder _ sets #008 anL#999- 10-29-76 521 9-10-76 M-1Me mHangers_and_related_sketcheslor_two_ hangers
_._have_same_ mark _ number.
522 9-13-76 M-106,_rigure all Pipe clampa_ slo _not_ conform to the
. _._ applicable _ sketches _hlll of_materlal.
523 9-13-76 ___M:120._ Internal _nurface of valve had a 11ght film '
nf ruct.
l 524 9-13-76 M-1.35._._ NNLdo e s_ no t.b ave _ a _ Mat erial_o f
_ Conformance-M=1.35.- Thermocouple _Assemblien_not_ traceable l 525 9-13-76 '
tn the_ Certificate _of_Conformance-526 9-13-76 M=1 ""e s sure_Svitche s ,_docu menta tio n l-
[
_ packagec_not received; 527 9-17-76 C- 230.___ En t rained _ n ir_in_c on crete _ex c eed ed_spe c, Use as is
___ requirements.__Aur._ Bldg._ Pour _A(629.5)n 11-2-76 B. T. Cheek 528 9-17-76 M:20h.__nust_on_ spool _ pieces @W_37,_M:610 Sht._5.
529 9-17-76 M:106_AC._Svay_ Strut __'W'_~ Dimension._ size _of_ piece __ No Noncon-
_._ doc a_no t_ngrec_vi th_ size _on_ske tch - 9-23-76 P. M. Pitts formance.
530 9-21-76 _ M:51, IIcat Exchanger 2E-73A__has rust and scale on Revork shell side. 10-8-76 C. Croat 4
531 9-22-76 - C-233AmElate_dimensioned_two_different_thichtessen__
-.__on_some draving- ,
532 9-23-76 M=EhAmG-391-n nnLsent_for_19" 150$ Finnge.
No Noncon- 9-24-76 H. Boleen 6 M:106ACmRcndon_ Hanger Support hnnger_rnd g._fp2ance "C "-
l
_._ van _not_ threaded _aa_ required: f rnunce 10-7-76 R. S. Morrow l 534 Dug _C-256._ clear _ cover _ror__ reb
9-23-76. p.or_ tolerance - Use as is.
[J N
-- _ Aux._ Bldg. West-TransfeAbc Slab Telex.
9-28-76 10 7(, 76 M. E.
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' l PROJECT NAME Hidland 1 & 2 JOB NO. 7220 PAGE 2 3 4 5 DATE . DATE NCR NCR NO. NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSTD BY 535 23-76 C-230. Flyash content in concrete placed in Pour Y(623.0).a below minimum allowable weight.
536 9-21-76 1 M-10hA. 1 A" LR_90 Ell containa cracks,_on Spon1 :
21tBc-131.s617 9 7; !
537 9-21-76 6 M-106Ac Pipe _clamn.does no Lconform_to_the_sketchen__ 8 Bill.of_ Material; - Hang- w 9-1/2dCCBdO=ltal
- 538 9-24-76 M-104A. Shop Traveler Form. does not anree with the Code Data Plate or Code Dala Form. 1-ilBC-87-S619- /-Z 539 9-27-76 C.233A: F-il16130._Two-en d ,_J!,__4 1 Kl* Deams.
Reentrant enrnern nn Lfilleted_to n 1/g" radius.
540 9-28-76 C-39u~ Reinforcing Steel R eceived does not corresponif'wlilifabricition on IRland Ryerson Dwgs.
541 9-28-76 C-208. Concrete Cylinde rs had a higher curing
_t e mp e r.atu r e_ than_ allow a bl e_ m a x i mu m .
542 9-27-76 Dwg. C-276. Aux. Bldg. El. 52886". #11 dowels
~oYnttIFd. 7. t5 line idr~tHe nortli 2r6"~517he sthh.
543 9-29-76 ~~M Nuts and bolts not securedugnard not provided on Timit switch of crane. I 544 9-29'-76 M- 104 A. Ga sket s, wrong type of spiral wound gaskets '
ma rking,7 ocu me nt a ti on.
l 514 5 9 29-76 C 8s0A- Four_ Polar _Cranc Girder Rupport Brackets Std. repair Damaged.
546 9-30'-76 C-39. Discrepancies in Vendor Dwgs. as to Rebar
- R ewo rk _10-1-76
- n. A. Moray Ydliricateil ant (IGbar Received.
547 9-30-76 M- 104 A. MTR8s lack Stress-Rupture and Cone
~$UIgTriihi TesTiffor st ids and nuts, ,
548 10-1-76 C-233A. Pl4 Pipe Restraint Embeds fillet welds have
~
sHnie iitcorrect diniens~ ions. Use as is {
549 10-4-76 C-38. Reactor Bldg Structural Steel, cutting past poiRI of tangency.
550 10-4-76 M-104 A. Gaskets, wrong type of spiral wound gaskets ma rking, documentation.
551 10-4-76 C-230. Low air content on one ticket, pour #C(593.5)a 552 10-5-76 - DCC=
S C-305. Expansion anchors used for Class II
_EIPing_ oyer 8" in diameter.
553 Two siste g 10-5-76 ,C-231.
Rstad arreur,r ,rees.
s Hces taken f{r m 90 Production g T
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v) i LOG OF NONCONFORMANCE REPORTS y ei.e.n a 1 Midland I & 2 7220 PROJECT NAME 1
a 47 JOB NO. PAGE 2 3 4 5 7 DATE DATE NCR NCR NO. NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 554 10-6-76 Dwg. C-202. 1-#6 dowel missing at El. 624'0", 12' w e s t of jh_2_ on '_A '_li n e wall. A ug,_I} }dg , i 555 10-6-76 C- 2 31. 2-!;6 rebar damaged by concrete drilling.
l El. 624 80" @ 'B' line wall. Aux. 131dg.
556 10-6-76 M- 104 A. Studs do not include the results of the [
s t r e s s -ruptu r e test on the Certified MTIl 557 10-6-76 C-38. Dwg. - C- 3 8- 6 3 8. Plate bent at an angle of 3" j due to a cracked weliT.
558 10-7-76 C - 3 0"5. Expansion anchors used to fasten hanger 3 Ileject 10-l FC B-19-II7 to wall. (over 8" in diameter) 559 10-6-76 M - 120. Two valves have a film of rust on the internal surfaces. Item # 5. 3 & 5. 4 560 10-8-76 M- 1.17 Qual.ity_ Documentation Package has not been received at the jobsite.
561 10-11-76 M-93. Aux. Bldg. Grane components exposed t Red
_the_w enthe r_,
_INg.,_M-616 Sht. 7 Veld completed without the ,
562 .30-13-76_ _luthorized_Inspg.ctor's IIold Point on WR-19 Ibrm l 563 10-14-76 .M _103A. ASME III Class 2 & 3 Studs and Nuts, ma rk- .Documentat ion ing & Documentation & Reject 10 IT7T 564 Dwg. C-2 59. 3 Vertical rebar located outside of herigantal rebar rather than inside. Aux. Bldg.
g 565 10-15-76 Dwg. C-2 74. As= built conditions do not conform to ,
sect. ~E of dwg. Aux. Blilg. 61~.f'lii'-@~5T& 7 8
~ - '
566 10-15-76-- I_hvgs. C-214, 202, & C-276. lii //~5 rebar omitted at
_ . El._(d4 8 6" and 1-# 5 reba r omitted at El. 53486" Aux.
567 10-15-76 C-210 C-21' C-110 R eba r Dwg s ,_d~~- A ux. . Bl)d'g. Ele v,._&
omitte C- 0" 5E8' 2 82.
15-7F Dwgs C-213, C- 140, CMX CT2h4. R ebar omitted.
568 ATx Bldg, 61F0", d Tlik, IClliie walls.
569 10-15-76 Dwgs C-213, C- 14 0, C-2 82. C-284. R ebar omitted.
Aux Bldg,_Elev. 614'0". 5.6 line, wall 32.
570 10-19-76 31we._C-h29.__ South _ wall _of_ cont._2_ferdwater_ chamber __ Use as is
_ has 5"_to_1.3/h"_ clear _ cover-571 10-19-76 Dwg, - C - 6 58 k 415. Type 48 embed notched by mistake -
_and_E-2 embeda_notche.d_ ton _11eep.
572 10-19-76 _C-20&._._Fincncs a of F_ly_a s,h too
- h. surface varied from average . (. Iow.
moreSpecific than 15%
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LOG OF NONCONFORMANCE REPORTS v...,
g ,
_ PROJECT NAME Mi am I&2 JOB NO.
7220 a 48 pg 2 3 4 5 7 NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED '
CLOSED BY
~~'T7 3 10-19-76 NDE Procedure PT-SR _l,2ubiani!LDenetrant Use as is. Telex. 10-2'-76 A. L. Boulden
-Cert. Records are not up to Rev. I requirements 574 10-20-76 M- 106 A C. IIanger rod'ifiilivered to jobsite not threaded. No G-321-D for Shop Order E-ME-242, 575 10-20-76 M_104A. Pipc_a noLSN 106122-601)L-a76 delivered to the jobsite wiEhout G-321-D and. Quality verif. Doc, Documentation 576 10-22-76 C-208. Concrete User Tests #31 & #32, ice not tested.
577 TNF C-231. Unit #2 Exterior Walb Rebar omitte_fh l 578 10-26-76 C-UL Struc dihver_y ditpraLDackfill_materiaLnot_ tested _nn 579 10-26-76 M-204. Spray IIeader pipe spools 2GCB-001-S613-1 C2GC13;UUH-56t3-I came in contaitTith7iesthing. ,
580 10-28-76
_c-23L___ Curing _(temperaturn ILours_sn_four_A 61h)h-2 on 10-22-76 arnppea_below_500__rav_3 581 10-29-76 .c-231 curine_ temperature dropred_helowd o for an
_indetenninate_amoun;;_of _ time _on_ Pour _A(61h)h-3 C-231._._ Curing temperature dropped _below_$0 0 for_an 582 10-29-76 indete2minate FC-21. Cableamount received _of_without time _an_ Pour _A(test required 629.5)b' results 583 10-29-76 5B~4 1 IT2T76- C-231. Curin manufacturer'gs temperature recommendation for grout fell below (
585 11-2-76 M-51. Gouge in nozzles #3 & #4, 2E-73B
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NONCONFORMANCE REPORT ./l
- 1. Project Name Job No. 19. ' *"'
1.' ofM Midland 7220 ;- No. ~ -54 8 Page-.
- 2. Unit (s) 3. Drawing /Part No. Rev 4. glem Description . 5. 8 tern I.ocation . "
(
[..d W 4f 3 t
Aux Bldg F-7220-C 23 3 A - 13614-M V 3 Pipe Restraint Embeds 'l CC "el' L I ,. , , ,
- 6. P.O. or Spec No. 7. Seri.I No. 8. Heplacement Part ,,, 9. Source 10. Contractor /Suppher p. .a.. .% ; h g*,
7220- F- 13614 Type Pl4 Pia N / A nEv n o. Vendor Mississippi Valley ' Structural Steel.'
- 11. Inspection Criteria ,,, no. R - l 00-2 E 98 i n. asME auvaoaizEo n. snEvCu avvaCwEo 14. omovered During 15. Equip Furnis.ed sy "5"'
howa O srEC OoruEa ao. See Block 16 o ', , E h",'o" ElvE= 0" CiaEC:G OCoast O v'Esv OC ;EV.1 DEaG Mr'o
- 16. Nanconforming Condition: 24. Disposition Concurrence
- 1. Bechtel approved M.ississipp.t_V..;1ey_ Structural Steel drawing HEWOHK REJECT HEPalp USE as 15
' F-7220-C233A-13614-MV-6-3 requires 5/8" fillet weMs for some joints at type P14 X Embeds. Contrary to the above, various welds on ele.en type P14 Embeds were 9 gg found to have insufficient leg and/or throat dimensions. See attached sketch for t_ ,fg/yL:; ,
OJ pCrENGd Sf/,f(A EEN/d D TE ggc locations of joints requiring 5/8" fillet welds. da fB
" """ """*" ^"
Continued on page 2.
AuTHORIZEO $NSPECTON DATE
,, 3 e
! 17. eportett y TMi- @ Date 9 -. Jr> -7(.'J 1. Validated g Date 25. Disposition Results
[ f- %"O "I6
_ 0:N* 7 ff' '1 //I-/* W
% Routing / /gro r ELu EnGanEEninG O' To otHt'e4S lSPE' C trY)
- 22. QField Engineering Disposition @FIE t D ENGSNEEH0HG H ECOMMEN DED Di$PO50T 80N TO PHOJECT ENGINE EHENG
- 1. Add weld as required to obtain a 5/8" fillet [ hT/@N'2'd//d'M A M o7(8
_2 . Add weld as shown on attached sketch. 1 EWh46 /<J /
b A m/b /Jo>y 4w-
/
y Continued _on_Eage 3 Conditional Release: Continued on P 9 ge), , o
- 23. Project Engmeering Disposition
. 4 .5.d' M x-4-M % K_ /Yf. .
Engineering has evaluated the design of the pipe restraint embed P-14, as delivered at_the _1ob site, according to latest NRC criteria for postulating the high energy pipe breaks. The analysis shows that the embeds are structurally adequate.
Engineering recommends "use as is". The design evaluation substantiating "use as is' 2s. oc Acceptance is contained in Vol. V, Aux. Bldg. Cales, found ,}n Engineering files.
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/'"N 3. RECORD CONTROL i ! .I ' FIELD INSPECTION REPORT CONTROL NO.
v/ FILE NO.
- 1. PROJECT NO. 4M 2. D ATE /O//4!7b PAGE- / OF /
- 4. BTEM INSP(CTED
( 3) ? /4 ml& GL) Afij Ash L% kWS $k0 -
6
- s. LOCATION ! '3'A OiME I -
&M /
- 6. TYPE F INSPECTION / 2 //A Ahlddl I As //04 !>> MlAU Al -
A FA,d',5. '
- [ O b
- 7. STANDARO / CODE / PROCEDURE / DRAWING / SPECIFICATION / fl h d)(Y 8M-ki.
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- 8. INSPECTION EQUIPMENT USED b)llbO 2[lI bML
- d J 7
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- 9. RESULTS OF INSPECTION: SATISF ACTOR Y UNSATISFACTORY C
- 10. ACTION TAKEN IF UNSATISF ACTORY
L ay-y A -
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Distrieunon: y y '
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White - OC Files Canary - Onginato'
- 11. ENGINE ER _
2514 87 731 GC-Gi 1
.u: v}u .ny -
v gy .
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l9 (v d MONCONFOP*.1ANCE REPORT (CONI'O) e eaceJ__ mM_. . . . a c ., o 5-18 .
, - , - . ~ . . . . , -
, 131pck J.k continued. _.. .
3
- 2. lr.sufficicat Ic<j dimension ; a re, in soine ca ses, caused by lack of proner of_fset at t8 u: joi_nts .
, _. , betwe e n 2" *., 1//." ha r s a.vi .'.S , t 1" ., 1.',10 " p l .i t e s . Se e .it t.'.c he<l :5.N e t c h ,
i I
': c,a c e,.i f o .' p.: r...te:1 <!u rim; a cceipt iampect in.i.
Ilohl gu2n<!ing 11r.1 disp.. cit.iun. f) 1.i . ' 48 ?32. _
..- .i 1 c c t va s c.. . , m..,u. a.
. . sh. 'ch < a v s s.
Block 22 continued. _
, Eight pieces to be returned to the supplier for repair in accordance with approved repair procedures.
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Block 5 continued: _ .
. Eight embeds returned to vendor 10-11-76 on SN 7220-2207.. . . .Three embeds moved to the combination shop._ _ . . _ _ _ _
- 3 hh p .o N ..
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'4.pg L
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- = b -cm
. d.a ,,,< NONCONFORMANCE REPO,,RT m~, Qi.. ;sh. ;"G*/
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A . '. 1. . Project Name - . . . , ; ; m. Job No. , . , . , 5- ... ,.. .. ;- .y.- 19. .. * #-
. - f- ..'MId1&nd -
'. .. " ' ~
.W N OD4 O, ' ~ . No[549 "" Page l o d Y'
7220 -
,k,E1
.s
- 2. Unitts) ,
- 3. Drawing /Part No.' . Rev 4. ,ltem Description . i, ,
...- t
, .- 5. leern Location , ,
J. E'.
. . . . . . Ut_its 1 & 2 See Hlock 16 . Stnictural Steel, ' -~ QC Hold Area.. ,
~
g'.*j -' 6. P.O. Or Spec No. 7. Serial No. 8. Replacement Part , , : ,,, 9. Souece . 10. Contractor / Supplier T, ,[
p 7220-C38 See Block 16 r/a H/A REv "- Supy11er New City Steel Corpe
). 11. Inspaction Criteria ,, no,.R-1.OO ~330 t a. AsuE AuTuoRizEu
.. sxETCu AYTACHED is, oiscovered During 1s. riioip runnished By
.M. Dowa pseEC DoTuER No. C- M O 'v"E s'*"ENo" D U" &EC a OcoasY O TEsf OcciEnTOEna Or'o
!' 16. Nonconferening Condition: 24. Disposition Concurrence V.
M_HLeL12uanamn__3,_1DrA_3,ge4 states: "Re-ontrant co2merse R& WORK R E J E CT REPAGR USE AS BS j; except for the corners of weld access cope holes ad.jacant to a fInnge, shall be l ti filleted to a radius of not less than 4 in for buildings and tubular structures PROJECT F9 ELD ENGINEER DATE and 3/I4 in for bridgese The f111at and its adjacent; cuts abell meat without offset f .-
- FNOJECT ENGINEER DATE
./' '
or etxtting Inst the point of tangencye" Contrary to the above 5s beams listed on PROJECT CONsTR QC ENGINEER DATE i
F-ji narra 2 havn been cut tv.st the 'voint'of tarsrene7.
e ~ AUTHOR 12ED 8MSPECTOR DATE l f .
- Con't Pg. 2
' 17. Reported By Date ' 18. Valida ed By Date 25. Disposition Resulta
. ' '- l D k.,- es *- l0 Y~
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.' 21. Routing ' , QTO FIELD ENGINEERING QT oTHERs {sPECIFY) , .
I ) i ., 22. QField Engineering Disposition Or'E'o ="c'aEEa'as aEcoa"EaoEo o'5ros'T'on To rao'Ec7 Eaa'aEEa'aa .
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.- .:~ .,_ , . . - . - , . . _ . _ . . _ . . _ . . . . _ _NONCONFORMANCE
._ ... _ _ . REPORT (CONT'D) .caos_2or]0 ,. c..o__550
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.. n 1 ~t 112a;'.' J ;iointi; ' hwa.rmnpiral .OK.d.m.Mt.::. y;Mt_ in r sub cd. . Cor.trursto. th.c c.htm,. sa_ receiv.ei_
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$N.. d I"il "SUr i i0.'l lu. speci fy $,0cuuen 1 ta tion requ irement_s_ for_ gad.ets. The..G-321-D_f or gasi;ets_contains. all_ of_t ile
, st.mc i te:as i.5 the G-321-D for fabricated piping. _ ._
- b. li engi.wering approves spiraltallic g.nj ets as an acceptable ' ut titut- f or i le.x i t.il l ic ;spet... 72'O.l M ui._
note 4 siinuld reflect this. The field procurerent supt rvisoc. will obtain 4 certificata of cos.,'iliance .
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NONCONFORMANCE REPORT
- i. Pee,ces nAmG job NO. I-)- 20.
551 Page _7of y Midland 7220 No.
- 2. Unis(s) 3. orawing/Peet No. Ite. 4. stern Deweepteou 5. Item Locatiori
"/ N/A N/A Concrete Pour FC(S93.5)a
- 6. P.O. Or Ssses No. l7. S? sial N a. 3. Her.t.s. o.n*nt Pas t 3. Sauer a 10. C.>ntrac ecr/Suppher G ~_ % .
M/A r,n __!'/A utv MlA no Ji/A.__ Subcontractor Charcplon, Inc._.
.4 -. 1 . 3 0 ~2 - _ .r. .su c aur. on.r. o. . .. sne,a,....cu[o 11 1.npe: tion Cnte.se ,,, n o _.i4. nocose,.d oo.;,.i is. Eq.,ip r ,neshe.s av Dowo OsrEc DorHEn no._c-230,nev.J_Q. g',",l'""'@"" 5 O vs s El" Da c:c Oconsr a vEsi 0 .Enr Os uc Ori.o 1.". No... cnt e. ining Conddion: 3
- 24. Despout.cn Concue . .:ca gcct.;aa .,. 4. ' of Speci fic.:tlen C ,!30 P.av. .,. s ta t es t! .it the air P~" -~ .
I c :c:- r a:. na concretc anall ,ou het een 3 - 6 percent. Contrary to tim above, 2 teats ac.,oun(.,EC, ~
r-w e, . ~j.~..
_ L_ a, t.erfortcod on a sa :nle fr m fl / ds. of concrete placed in pour I'C(593.5)a, Batch Ticket Pf tOJE C r FEES.D C64G8HLE H D A i r.
. h.o. 10559, shosed an air content of 2.6 E, 2.7 percent. Hon <onforninen noted during tent of concrete. One hald tag applie.I.
PesoJEC T CONST H QC ENG8HE EfB D A T EC A*ai no... z a a, s e._ecciose omia
- 37. n poet.: 1 t Data 15 . Vahelatad bp es.:a 2.i. Onpoutiv.e He.ults
,. >, . ., . ,, , Lt uL s ' c V-2G
- 21. nouting '
,[.),v o a s c e o c M ce re CF nDN ta uh/K Q[in.dK w@'c #
To O Tutets (sPECIF V) s/ /
- 22. O Field Enynieering Dispubtso,, grets.o cucinEs:nsnu raccouukupEu pass veierson io reaostc r En.;eNEEFff P44 I 'J . . ic Paur C(593.5)a is interior concrete in the Containment I cover slah. Con-r t: v.. .._e...,.
. ,. c. u agg. 1056i i; 10562 wmf <ii . :barne 1 priac i.c m.wie'.ia, .
- r. : . w
.. .liiin ar w t: .'.o n u rs . eo e ,s n u d n., titha WU ua:, tenec ana tn-2 d-
- oeneet t e. r :. .. . ? : . 2 . 0 . l. . ) .
e To..ci cer. crete ylaced Nac. 230 :. .y. Cvlinders were- ca . : ! u J r t:cl.et 10559 cit both the bitch plant and the paint of placement. N ,/ Y l/O re. Protect Cneneerin.j c yvspieun
/ /Y' /9 2G. OC Acceptance I
oc EncenrEn on- ;
p ,
U l te*
auvuonizEo ensrECron W- I
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _____-____m__ ___ _. _ _
$gLes4 4. O.A . la .% 'u s
NONCONFORMANCE HEPOHT
- 1. Project tJame Jota flo- 89. 2a Midland 337 7220 tJm Pm_1_osl__
- 2. un,its) 3. Ha o,n,in.yP.,' tJa.1-610-la-21/ 4. siem Desenpoon s. seem tocas o..
I -
Aux. Bldg. El. $81 '
1Q .1FC.B_19 __H. __13 8.
Sub 3 Con _cr_,eto Expansion Anchor .
6 G. P.o. or Ssee PJo. 7. Sare.*I flo. _ Hapleeme.as P.u s 9. So.uce n, 10. Conte 44 toe /Sug pe e,
._...!.. . _ __ _ _ _. _ II A . ___ _ __ _ 6 " j !/. . " a v . -- " o- IIA-_. Cu wtruetion MA f l. senon.tio. Ceih ri' . no. )!A e2. asus auinoninco ,y s u c , en ,,,,c,,c o 34. o,mu,ed oue.ni is. Eri .ep ruennrie s av Ooao [G s. tC Ooracu no._7220-E-20$ ~~ * ~ ~ ~ ~
~O'"c'." " b,"o"" D v as Kl"
~
Daocc.(Pl<ons1 O Tr i^ * -O< tioni Ocesa Gr'o 16 too. :onfem n.3 con.f.n. n: Specification
. _. . _ - _ . _ . _ .- __ _._ ..- ..___. - 7220-C _30$ Hev. I paragraph 2.1 a tatoa "Expansio'n**
- 28. * ~ ~ ~ ~ ~Dpos" aa Cancua. ace ~~ '~ ~ '--
anchora uhall not be uced for Class II piping over 8" in d.icmoter"._ _ _ _ "'"""" _"f_'Ec ' - " ' ' * *
- J '^?'
_ . _ _ _ . . . _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _ __ _ _ _ _ . . _ _ _ q.gg ,
Contrary to above, during installation of hanger 10-lFCBj9-H-13 sketch,__
No. 1-610 .14._21,_eight 1"___ diameter expansion anchora vero used to fasten. _._
,""_ _ _ _ .'' " " " '"c'"**a. . . .^
the hanger to the vall. . _ _ _Non- _ _ _conformanco
__ . . _""'"'c""55" noted during construction "^
surveillanco. Q List //14.102. Hold pending final' disposition. " ' ' ' ' ' "'"ct""'<" unic
,,_ / Hold Tega applici. ^"'"""^"c' " ' ' ^ '
~
... n~,nr:: .sy.. v,,eys.r..: ri se r,. u. .>os.uu.. ne.usu .
- / s' ' 's/ /f- f s fl k $ /Y .- s')f?b Y '% t} ' b *~ '?
- 21. Houtmg ' T o e s t a.u t.g e.s to L HereG
~
Q T.3,0.ieicr: d ise.ccer y g ,/
^---~-~
- 22. OFseld Engineermg Onpmeteon bb * E "***.e so no n e. cut.a u tre oc o ne sro .e r eora to e no stc r a nve en c t n o nc ~
Route this llCR to Project Engineering. Field engineering reccmmends using co m drill to remove existing 1".. expansion anchors and reinstall 1".. grouted
.r
. . ri. ; .. i l i r :.o - re ravi;ica t; spwii'ic.c.i.,.i 7"IG-C-206 dev. C.
_ , . . _ _ . - - . _ . . I G.d.:. s.u e a C-uuu. y ; ,s .y.yg
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- 04 llJo bX. I o - 1 '1h '
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2Er DC Acceptanca ocsnusnern onTE
.f54
- 9. ~_ _
AU T nO nllE o INSPE C T Osa DAT f.
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- Q'iyt)$i? 'lQ.QFNQy:1.'.'. I s .% *M G,iM:=0?$ k%;:
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<. . NONCONFORMANCE REPORT
- p. : :. p. ' ,; ..
~ut
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. x:
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,. ,;a ,,,y . 14 No. ,,. ,, , ,, .~ . ,;. , , , 7,. 7, n '. ,y 19. . y43 20. , .. , . .
g gyng $ ' * * , .. d , {,J ; , . }ggg ' '. ?..
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-- * ' ' '. No. Page & of &;. ,n
,, 2. 3. Drawins/Part rio. . Rev 4. Itern De:cription * . 5. Iteen Location - * .,-
Unit gr (s)A , .
.s 7.J.T.
3fA ,
.EN/A' ~ Cadweld Testing Freq'uancy . u c .'. - - , .s Contaf f==nt ,i.,
. '.D . >. <<._
6 P.O. Or Spec No. 7. Serial No. S. Replacernent Part -
sEn . 9. Source --
- 10. Contractor / Supplier ,
"'" 44 aEv WL "a M/>.- Construction"
_C_-231 P.srA_11 .N/A - "N/A II. Inspection Criteria iR N O. N/A $ 2. As**E AuTNORizE o .. sNETCN ATTACNrD 14. D scovered During 15. Equip Furnished 8y j
$NSPECTION R E Q:D g* g"
, D a=G OsPEC
- 16. Nonconforening Condetion:
DoTNER NO. EL*'LPr. U O vEs ONO OEC:G acONsT O TEs1 OCt ENT OENG Groo Cif1 Cation 72 & S 2 % Q h ielOn 1h M Ction 10.1 M states 24. . D.sposition Concurr.nce .g
""" "" ""c' " ' ' ^ ' " "5"^5
that . . . " Production op11ces shall not be 2wr.oved from curred rainforcing bars for I
I tona11e testing; for T-oories splices on curved bara, separate sister splice test cyo3 es ,
"" ' ' ' ' " ' ' " " " ' ' " " " ^'"
ahR11 be established for horizontal, vertical, an,1 diagnn=1 positions and for each 4 ,_ - PROJECT ENGsNEER DATE bar size as followns 3 PROJECT CONsTR OC ENG0NEER DATE AuTNORIZED ONsPECTOR DATE (see pa.co 2) >
- 17. Reported By Date 18. Velidated By Date 25. Desposation Results t 74 -r.., , . r. M QK.21j',oy4L ph S-76 -
- 29. Routing Q TO FIELD ENG8HEERING ,#/
O'TO-DT;NERO.
f/ l$PECIFYl // -
f -
- 22. QField Engineering Disposition CFIELD ENG8MEERING RECO A4&EEMOED D45 POSIT 80N TO PROJECT ENG8HEEH5NG ,
I i
, 23. Project Engineering Disposition .
- 26. OC Acceptance 4 .
4 OC ENGsNEER . DATE , .11
. .+ .
- * ~ * -
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g p; g . ..cu gg
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- l. '"'~
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'. :: NONCONFORMANCE REPORT (CONTD)
. ".E'.e.Paen C -i*bN . e. ca o d4~n . .
One sister splice for the first 10 production splices - . . .:v.
- { g .
j . .
.2 ..
Ibur sister splices for the'next 90 production splices , , ..; ;. ..,
Three sloter splices for the next and subsequent units , --, .
6f 100 bplicene- . .. .,
. . ., u. .
,v.
s
- a. 3. .
Contrary to the above, only two (2) sister splices were taken for the next 90 productions in Unit 2 Containment between 10-30-71 4 and 6-2-76 fdr71U curved barn. . ,, ,. . .
Nonconfornance found during review of Prequency Teot Reports. Q-List 1.1014 No Hold Tags applied.
i .-
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l -
secte 2 ec r.3-3 White copy - Originetor Cenery Copy - Flekt Engineer Pink Copy - POAE Goldenrod Copy - OC e
i D
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- NONCONFORMANCE REPORT
. 1. r,oi ca nam. Jote t'o. 2"-
is.
554 l MidIand . 22 0 No. F*S' L < I 4
- 2. Ue.it(sl 3. 12X;.1hafPaes No, new 4. Item Ducription 5. it.m Location Common 7220-C-202 .
5 Reinforcing Steel Aux Bldg 624'0" Slab
- s. e.o. o, sg . < > . l i. sen no. l a. ingiacem ni es,i , , , ,
- 9. s.,,,, ,, i c,,,,,,anoaso,,,,,,,, ,
N/A l N/A _j on E/ A. rv no. Construction l i o,N/A II. Inspection Crite,ea ,n ,, o s2. A ss4 E Aurnonszto 33 sxCTen A TTAcuEn 14. Dacavered Du,*ng 15. Equip Funushad tly o'. A'" h"T" giuno a rre oo,ngo no.72 a9 - C - 202 O v '" 9 "a ,on_5c:olt. c. oms, o ,E 1 0 3E-T Osuc Ono a e. . .or.,,, .,.g ~ """ s. tion conc . -
cca s. ion: Note # 3 on Drawing 7220-C-202, R ev. 5 states:" Slab <fowels to .c.
- o w o... T .::..Ec, E,.._ .m . . . -
._ .. fl.N. $"')..#"I@. .r p.npu } ,s_s ,not e d ut h e rwi s c. "
. . . _ _, { .
Cont ra ry to the above,_lcs jl6_ dowel _at_ Elev._624'_0_",_12'0" west of 6.2 on "A" estosE C T FIE Lo E NG8 N E E ft oAIE line wall is missing.
PHoJEC T E P4GINE EH DATE IIold pending final disposition. O list ,# 1.203. / QC IIold Tags applied. '
e HOJLCT con 5 7n OC ENGINEE R DATE
.'.u ? H Qee5 E n g,.p Lc go A t,4yE
. r8*
s e, ne . . _. . . _.h: [, ~. Dale 1Jtg.V g*iJ3p:s; a , .- [l i ys, 0, .p..s,;. ,,, y ,., ,g g, l./gsy c. ' /
T(jfh,I.. /d *(.. )&
n S-x \U Nll-( .))L-).* Pl D..C -
- noo,,ng (g v o , .uo E n c..n t r o.u,. o To Y"<as icerc'rvs G/
- 22 OF+cl<1 En9 neering Dest *r' tion 4
k]r act.u EraosnEEpano nEcommun to ossrose s sors To PHoJcc T E est.enEE res,4c
.1 e' <:iagonal dowels (lTE!3 E.S.) are existing for the temporary opening. Note #4 of Lt sii - ca ;- 1tJ. cr,aci m:s th:' th:- diagonals are not requi7d. Repair as M icus. .
!r.' d i . uor.s i on'M :n a replacem.-t donel qv .;traign.tnin i tiv: atacones om:ai so twit : .
. . . ._ - g
_ . ..._ c t. _ i ._ n::_ . .sg,i i ce can be r.5.i intained wi th tue repl acei:it:rit liar as l' eau i s ed 0..-
- i. _E.' .no; _cnr.te _ _.... ._____.
_. _ . ___ .. _ __.. ~ _ j_ _.__ _. l_
!'_f..d i i 7 of. C-140.
, W1_3 3 ,,_a.,. _ g_o _ . .6
. g.7 I I-" /* /3M> ,-
, 2J. Peop ce Eng.ne -ring D spositi/j4 / /
- 26. OC Acceptance
AuinoRIZE o OHsPEC TON oA
Sen4 -1o A A g c> .a .q g
~
y<r g%.. '. . .
NONCONTORMANCE HEPOHT
- 3. Proi c n. Job no. 39. 2-Midland -
7220 No.
555 Page _ I of 2 2' Rev 4. Item Descri 5. liem tocasi ommon LOit(s) 3$pec.
GXK&th%KNK220-C-231 9 Da mag e dtionReinforcing Stee' '
Aux Bldg $n2480" Slab G. Piti!G Spec No. 7. S*'HI No. 8. Hesdacement Pat , , , 9. Sauece 10. Cont .~ dor / Sus pl+arr 7220-C-23I N/A - -ein __N / Ac v - n o. - - Construction,
. Au'c Aoinorurnotes sucTCee ATTacusuN/A- - - - -14. Discoveeed During
---11.- - - - -Inspwtion Criteria .. - ,- ,- -
en no *2 - - - - - - -15. Equip l aarni.hed Bf-i
. . .O. orc . 6.se.< s . Oo Tn ta.___.no. MM _@ @ ._._ . . .QEls$.'["Fifo" l .&"
N Qumc@..OnsT.O TEp O ita t O< aa Om 13 Nancemformeng Cune'it.on: 24. Disposesion Concur. .c e Specification 7220-C-231 Rev. 9 Section 8 references ACI-301-72.
f - - --- om m.. x. ... ..- C T . i,.T. l u J- i s .' -
f.i'i. 3N -72, I_3-a r.3g rr.ph 7. . 2 regiiire s minimum dimensions for reba r z.s spec. __ i--
_ , ; _ '_ __ __ f ~ ~- _ . , T_~ ,
Ified by. ASTM.
. Pf*OJEC T 6 tLLD EteG8 HJLH DATE During concrete drill.ing at Elev. 62480" @ "B" line wallL .Z en ll 6_ lu r_s we r_e --- . . . . . _ _ . . _ . . _ _ _ _
_PHOJE C T ENGsME t re _ _ .DATE da maged. _ Tlic_slainage_ redup e s _t he_ c ros s - s ec tiopal. a rsta _of_ca cit ba r_by__
PfiO ACCT Core %) w oc t rag 4NEER UAyg approx _imately 2'i% over a 1 1/2" lengthmEnr_ attachad_aketch. ___
W a N*. ea s #. D lie rr.C TOfs DATL I ., vl s.t pe.td. tag f.inal c...t s;nmition. .
QC T kn.e ta s;.2 -
< r; .W .; d .
s f D.' a 181 Val.LieJ C/ Du .. 25. Geywut .netrates
, h..Hv:,get.'i/3#$Q~d[Ca> - +/c 21.' Hou t i.*g i' %[('gh :(f-U;f. ,o-6 ' &.
~~
e QTO FBC LD ENG8HF EHIf4G O 'TO G506E.545(SPECerYI /
-~ '
- 22. O riebt Engineenng Dispouteo. (~jrscLu e.ncenLEusHG nr cour.icnoc o cusrossisore To enOJEC r EncontEwenc
- f. b . . .- C 56 additional bars are installed beneath the opening and only 2 #6 additional .
i i,r.-e, ~ar.;,reqf wp. , acr ri: C-129) riald Engne fing recc:a. inds "use as is".
Projec. '
' _.4' 2 i VC"D ni_ .T .R ':" ' . .. 5 ._'~L r m' !!'- D?e .
C' - _._______._!._..____.___...__._____...__..__.._'
!..__.____...._..._.'_.."l-.<*[_~.+__E
~
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~
73 Psokst Engwring 06 v. t to i
.E= ..e-4 we 6 N h_..e ee h -e b.**.._m e_N mwm-p
-_ w e6 =- N-
- 26. OC Acceptance GC ENGINEE R DATE AUT HORIZED ONSPECTOR -DA 9,_ ._._. _ _
4 0910 (3.?f t
, , ,,3 CALCULATION SHEET ,
. .. . . .i -
i v- OATr oEsicN DY /
- _. D A T Ef #." *7 CHECt L.. i .' SHEET NO ,
PROJECT / '#' '~'
. -- .. JOB NO b sus >ECT ' 'M A ' M 4 / .[G d IY. d b . ._ FILE NO T) age 2 of 2 C9 ,
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8 gr) -
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} NONCONFORMANCE REPORT
- 1. Project Name Jota No. 19. 20.
FMW 3 20 "*- " 1- *'
- 2. Unit (s) 3. 4) g,Part No. Hew 4. Item Description 5. Siem LocateoM Units 1 & 2 See Block 16 ASME III, Class II, Bolts Whse Ifold Area -
- 6. P.O. ^- P "':. 7. Serial No. 8. Replacement Part
,,, 9. Source 10. Cor.tractoe/ Supplier M-10!sA See Block 16 P/ M REv ' N O. Vendor ITF Grinnell / Texas Bolt Company
- 11. Inspection Cesters' NO..R-1 00-127
- a. as=E AuTNoa'2Ea s a- 15. Equip rue.ushed ur s e.
sNETcM ATTAcNEo 14. D.scoveied Du .no
_D owG I] SPEC O aTHER _N O. - M 201 hev 7 "5 g', E ,"" * " "g" 'O O v Es GNo g,E c:G OcONsr O TEsv OcuCNTm=NG OrLo '
- 16. Nonconforming Condition: 24 Onpositeon Concunence ASM]LCode,_Section_II,_lWl_ Edition thrtuiufnmer_1g3_ Addenda, l REWONM REJECT ffEPA8R USE As es a Drec_SA-h53,_rpra_7..R.Laintm "Renuirsments - The_Inaterial_shall conform to the 7 stress-ruptute_tequirements_11LTaMe It for_ design _temnsrature_nhove 800 F." SA Is53 PROJECT FQE LD ENGINE E R ___DATE rara 13.Lstates : "The_produc e rs_ce rtification_that_the_InatsrinLwas_manufactureLw X g_ pCQA_ se-e t 7G PROJ E__ENG8N E E st DATE anLtesteLin_accordance_with_this_specif2catiorttogethermitlutreport of the te t results_shall be furnished at the time of shipment."
AUTHOR 0Z ED BNSPECTOR DATE Con't Psr. 2 17, lep sted y j Date 1 . Validas 8y , Date 25, Desposstson nesults
~
f f('h{ f Y YhY t&/ $ / '
I , }l, & Y /$ b
- 21. Routeng QTO FIELO ENG8HLErler/G Q 'T o 0lRs (SPECIF V)
- 22. OField Engineering Desposstiert hFIELD E NGINEEHtNG RECOMMENDE D DISPOS'ITGON TO PHOJE c7 E NGINEf ft4NG ,
Route to Project Engineering to verify that the maximum design pressure of Piping ;
Class FCB or any other Piping Class does not exceed 800*F. If so, stress-rupture ;
testing in accordance with para. 7.2.1 of SA-453, ASME Section II,1971 edition with i Addenda through suniner 1973 is not required.
tO Q . 3_Cyn .i e < . ,o t.- N - 7 (.
s 7 .._ , to-oc >& b . n. cs di-R.R. .
- 23. Project Engineering Despusation for_gacjt_p_ipinILljlla ate _niven_in_P_1 ping _Claan_Summstry_Shentay Design conditions -
Drawing 7220-M-480(Q) not Piping Class Sheets 7220-M-481.
No line of any_ pipe class has a design temperature in excess of 800F.
s (. %W ~~
ggk 26. oC accept.nc.
OC ENGINEER DATE AUTHORIZE D INSPECTOR D
i l 4, '
g n g 6 t n -
5 i i 5 n w a n n a n s o a r B i -
r D i s p a BB D B t <
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t C o g o 6 6 6 6 6 g i 6 6 6 6 6 n 2_.e n_ p t i a rr r r r d .
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- 2. Unit (s) 3. Drawing / Pere-No. ,
. Rev 4. Item Description, .; ,. ,.- y ., 5. Item Location , ,
C'- AM M 2 > - - '"
(.
. *- ' Unita 1 &_2__._20-C38-6tS-2
- 6. P.O. Or-Spee-No. 7. Serial No. 8. Replacement Part .
6 etural 9. Source steel & '1hactor h t M TAI
- 10. Contractor /Suppher . ,9 -
oc 'ml a Ar na' ' '
19'
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q Q.,g38.fC NM arv ~ a o.
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- 11. Inspection Criteria
~430 ion p ] ,f,0-2614 Asas auTuonizEn hWhr... sxETcw AT,AcnEoTeli is.aD,sco.e T= edm*n Du,ing is. Equip runnished er
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g,Ec.o OcoasT O TEST O cteE nT D E= = Or'o
- 16. Nonconforming Condition: -
- 24. Disposition Concurrence 1 -
13echtel..nneroved Inmil.s_ Iron Vork:Larnving 7?20-C38-638 indicates nErain usE As as that the_hent_platrLahostin_tha.Aite, chid shtch_is to be 18' from perpendicular __ _nEwonn j nEJEcv -
f .' with the beam's web. Contrary to the__above._ th_eMate (hb_) is at an__ angle of 3* "
F*toJECT rIELo ENGINEE R DATE du tto a crg_hed c we 4 (See__ attached pictagg) -
l -
. - F toJECT ENG8MEER DATE Honconfonranca_noted during.receiplinspectione __ Hold T:ending final dispositior
~
}.,
"O" uttnher is 1.101. -
l___ny.s _ tgold tnJt(s) ennlied.
enoJEc7 consin oc EnGenEEn oATE
- "e* ,
AUTHOR 82ED INsPECToM DATE
- .s g ,
- 17. eported Hy Date 18. . ValidaqM By / Date 25. Desposition Results l -
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NONCONFORMANCE REPORT ;-
Project Name f 'k.
- 1. Job No.
Midland 7220 19.
No. W - 20.
rag. l_oe' l
- 2. unitw 3. orewing/P-t No.1-610-4-15/ Ru 4. Hem Deuription 5. Stem Locatm s
~
1 0-lECB_19-il7 sub 2 Concrete _ Expansion Angbar . Aux.'Bldo. El. 584' l 6. P.O. Or Spec No. 7. S* rial No. 8. Replacement Part 9. Source 10. Contractor / Suppl ee
,,, ; ?. .
l NA NA "'"NA- "'" ". NA Construction NA s
- 11. Inspection Criteria NA i2. as=E AuvNoa'2ED e z. 14. Discovered During 15. Eawip Furnished By
. . N o. se<ErcN Avr AcNEo DowG Aserc DovNEa No. 422gns o 'v"E ,'*
- WN 0 Ovu gm 3 ,c.o G oNsr O TEnv Oci.isNr OENG @ ri.o 1s. Nonconro,n.ing cona. tion:
Specification 7220-C-305 Rev. 1, paragraph 2.1 states: 24. o.snNiton conc.N.nce
"'" "" "'"^'" "****
" Expansion anchors shall not be used for Class II piping over 8" in diameter". ; "'Q' l Contrary to above, during installation of hanger 10-IFCB-19-il7 sketch No. I,, _ w__ e 2. / (.
l-610-4-15,19ur 5/8" diameter expansion anchors were used to fasten the hanger
[/J O ECT FIE L p G8 N E ER oATE ee4 _ g,n_me_
r aNEEn DATE to the wall. Non-conformance noted during construction _ surveillance. Q List .jpr. 2 -%
llold tags applied.
- 4.102. Hold pending fir.al disposition. ne o' oATE coNsra oc EgNEEa A NORIZEo BNSPECTOR oA1E A QYk Y4W f l0~
l
- 21. Routing QTO reEa.n ENGsNEEneNG Q7 ele RS (SPECIF Y l
- 22. QField Enginowing Disposition QFsEs.o ENGeNEERING NE COMMENDED 095PO50 TION TO fMOJECT ENG9NEENING Route this NCR to Project Engineering. Field Engineering recomnends usingAcore drill to remove existing 5/8" expansion anchors and reinstallation of 5/8" grouted anchors.
This will require a revision to sp.ecification 7220-C-306 Rev4 0. Reference FCR C-585.
Pbx h k
- 23. Project Engmeeting Dispositic -
er' Pbn*b /O-H-76 io -,, u Proicct_ Engineering _concura_witlLEicid_ Engineering _ recommendation of using _
r nre_21r111 to rcacyc_ existing 5/R" expansionanchors-and-.rcinstalle f an nf
'g SIB" grouted _anchora. Ae Y '
h s tL U s>" A /t'/7 *7/Yl-
- 26. OC Acceptance oc ENGsNEER OATE AUTHORBIEo ONSPECTOR DATE s.._ .__
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...~ -e NONCOf/FORMANCE REPORT
- 1. Project Name Job No. 19, 20.
Midland 7220 No. Page I_of 2, Unit (s) 3. Drawing /Part ado. Rev 4. Item Description Decay Heat Removal 5- 8 tera Lac *t'*a 2 2P-60B N/A Pump-B&W No. 2DH-PIB WHSE
II. Inspection Criteri, , , , , , l'SP #114 . . . AsuE AoTnOn rf o t i. .,<ETC nTTACuEo is. Disco.e.ea Do,in is. Egoi, ro,nish.a ey DowG g ,EC hoTnE. .o.Rev. 2 g*T ,", ' ' ' "O"a o O ' II" O'idOf$91)di AM [5CumaT DEno Or'a is. Nonconformine conaesio :
PSP #114, Rev. #2 paragraph 5.1.1 states: aupon receipt of a 24. o.,ositio. cone. .nE.
B&W Quality Assurance Document File, the Quality Control Documentation Coordinator "'" "" " ' ' ' ' ' " ' ' ' ' " " ' " " * ' '
l
- will forward the document f.ile to the diocipline Lead Quality Control Engineer for review." Contrary to the above, the Quality Documentation Package has not been '"* " """"" _^"
received at the jobaite. Q.# 1.103 4 1 Q.C. Hold Tag applied. '"*''"""" ""
I PROJECT CONSTR QC ENG0NEER DATE AUTHORGIED ONSPECTOR GATE l ^
eported Date 18 Bg Date 25. Desposition Results
( : An ykGhe u /O Y-W,. k. V tYid e vD /dk/7/-
s 21,41 outing ['
1 3
Q TO F8 ELD ENGINEEHeNG h T'O OY' HENS& 15f Brabcock f
Wi C8f'Y)lcox ((
- 22. OField Engineering Dispositton Oric'o s aa'a= =a'as a c co== < a p= o o'5'o5"'oa v a eaod 5 c T = aa'a== a'aG
- 23. Project Enyneesing Desposition .
- 26. OC Acceptance QC ENG8HEER DATE
,=4 A, r f AUV*1O RIZ E D INSPECTOR OF
. O, . . .. .. . ,, . . -. , .., .
t p* * .
NONCONFOB(1ANCE* REPORT (CONT'D) s.n ec h r_7c .
is. aco no. 560
, To allow the installation of pump and the conlinuation of erecting 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" 10: No connection or attachments are to be permanently installed to the pump. The pump is to remain in a "ftetrievable Condition" until such time that the proper documentation can be received and approved by the sito.
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Authorized Inspector
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NONCONFORMANCE HEPORT
, 1. Project Name Joes No. 19, **'
561 "" 1 2 Mia1nnd 7990
- 2. Unittsi 3. WPart No.' Ree 4. Item Description 5. Itene Location Iaydown F Aux. ning-
- 6. P.O. Or Spec No.
OH-52 Ttem_fl8.
- 7. Sesial No. Replacement Part Aurf1inry nutiding_ Crane South _of WHSE 82 gg, 9. Source 10. Contractor / Supplier l
7220-}f-93 F-0649 " J M arv " a-mutadkn WA 11 Inspection Criteria ^"'"
sa no. J /A ' 8- ^5"" "'2'" S 3- SMETCH ATTACHED 14. DesCowesed During 15. Equip Furnished By D owo_O srec SoTuEa n o. SP/ PSP C 85.1 R3 O 'v"c's "G'Ea " O " U" Oacc:o ScoasT O T esT Octa==T Gas Or'o
- 16. Nonconforming Condition: 24. Onposition Concurrence 7220-M-93._19-2,_Yendor_Procedurt 220-2 Handling,_FIcaervations nEwonM n,E J E C T neraan usE as as e
_ Packaging, and Storage states in Paragraph 5 1 "All components should be stored in X '
_f1
, indoor _atnrnge_or_.in nhrh n mnnner_an_to_ prevent anmnae . " Paragraph _L2_staten _ _DATE D 2Mfo.
g
' PROJECT FIE LD E h R "fackagtpg._cuppligd_for_Dhipping vill _not be adegunttpro_tes_tJon_f_or_lonn term _ _ _
ENGINEE DATE storage." c, j //-Z 7(,
Contrary to the above, Auxiliary Building Crane components were stored outside AuTuons zE u susrEETon
'[ "'" " " oATE without-Trrotection from the venther. nnd water entered the Main nnd Auriliary '
- 17. Reposted Date 18. Validated B [ Dat 25. Desposation Results AF.b- As *f k ~~0
- b + //
}
- 21. Routing ' ' QC 0 erfLo"ENGINEE R8NG Q TO OTHERS (srEdeFY8 /
- 22. Field Engineering [hposition Or'<'a =acia==a'aa asco===aoco a'srosiviaa Ta eaaeacT =aasa==aias The initial storage provisions of F-1-320 Rev. O, meets the requirements of the above referenced vendor procedure. Water entered the control cabinet ~ prior to the completior of the F-1 provisions. Correct nonconforming condition as follows: Drain moisture from 4 binet and complete provisions of F-1-320.
? n Y l h u, V!7A Y d Y b 4 & e- N 't 7- M
' 23. Project Engineesing Disp'osedan I .
- 26. OC Acceptance OC ENGINEER DATE AUTHOR 8xED ONSrECTOM o^TE
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- ~ '
- 4 NONCONFORMANCE REPORT i
- 1. Protect Name Job No. 13. 20.
"*- " L*' A Midland 7220
- 2. Unit (s) 3. Drawing /Part No. Ree 4. Item Descript.on 5. Item Location Units _1_&.2 __ _Sce_310ck_16 ASUS_IIIs Code II & III Studs & Nuts Whse 81 QC Hold Area
- 6. P.o. C: 5, . ta,. 7. Se:St No. 8. Heplacement Part , , , , S. Source 10. Contractor /Suppseer I
7220-M_lOIA__Sec_ Block _16 " "*v "*-
Vendo -
ITLGrinnell_.f__ Texas Bolt Company
- 11. Inspection Criteria
.. no. R-1.00-353 * . asuc Aurnoaizzo . . . s E,cn .1, .cu E. is. Dacoee,ed Dormg 15. c.,.ip r shed er Oo.o gsecc Dovna. no. M poi nov 7 dls"*""g'o" Ov== Q" @rc:a Occasr O resi Oc's av Gras Or'o
- 16. Nonconforming Condition: ,,
- 24. Despos teon Concuseence newonn nEsscv n e ras se usa as as nystems_shall be_ fabricated in accordance_with_the_Ruclear_1her Plant _Ccuponents___ _ W- - ilfe.m i Code _and_these_specificationa_for_the_Huclear_I1 ping _ Classification _.shown_on_the_ _
eH oJ E NGf H s g et foATE 12 -71 Plping cla in ' meet." contrary _to the_above,_the_followinc listed _ studs _and_ hex _.
C T ENGa*gEg R DATE nuta_ vere _deliverna in the_jobsite_ana an not conform _to_the_ piping class _ sheets __ _.
v.ve i(C act const scanEE
,0 @_JL (Dar M_f i aL nov oL A ez s u susescrose OA E
_ cnn't m p 17 se By Date 1 Validated D 25. Dnpossteen Results t 2 . nooiing a f }7N1/W /~ Mb2/76 t El vo recto raciascaina 6.
0 % oT acWs isratir vs b ' ate~'$1g_ '
l
- 22. [g ra.u Eng.a.oring Disposiiion O riua = a s'a s t a"'a a r ca"" < "a' a a' 5"o'" 'a" 'a ra a c' ' aa'"<
- a'"a !
- t
- 1. Return referenced studs and nuts te vendor and obtain correct material and I documentation. f
- 2. Material Supervisor to obtain correct docume.ntation from the vendor. (ITT Grinnell )
COM e G M L 'a-zz.-76
- 23. Project Engineesing Disposition Wfek GM1& s'.RR ,0 n m, ,
I
- 26. oC Acceptance QC ENGINEER oATE
, AuTuoRIzED eMsrECToR DATE t 4 -
NONCONFORMANCE REPORT (CONT'D) . ... 1._o rf.__ ....c.. 563 n1 nrie 16_ continued !
Tevna lolt_ Order Ttem Part Tvpe Dunntity 101610-B 61371 MP_7010-5 1 -1/B"z6_7/8" 16 All thread studs _with +vo Heavy _IIexJints__.
This_ order _vas_delivsred_and_referanged_as_ECB_A_GCE __DA193_ Grade _B7_all__ threads;Ltuds_with_twn_EA19f t '
_ Grade _211JIeavy_IIcx_ Nuts.
Tt in indeterminate _which_ classification in applicable _ECDJr_GCH_and ncither__confoms_With_the._. type of studs
_or_ nuts _ supplied __FCD_raquires AS!E_BAri S3,_Gr660 stud _s_&_AsMajlAlj_t,_cr6 nuts -
_GCD_ requires _ASMS_S_A1_93, or n6 studs & ASfE SA19fs, od> nuts. i t
P.__ASIE_Section_III,_1971-Sumer 1973 Addenda,_raraJTB_2130_ states _in_part: "TheJ4aterini n >hnufacturer'n
_ Cer tifi ed _ Eat erial_Te s t_Repor t_ fo rJna t e rials _ design ated_inJfD-212MA }_nnd_Weldi na_ a nd _hrazing _m te rials _.s ha l l
_ include _c ertified_ report s_ of_the_ac tuaLresult a_of_all_ required _chemicaLanalysis ,_' mechanical _tes ts ,__examinationa. . . ". ,
_ASIE_Section_II,_1971-Summer _1973_ Addenda _SA193,_Tara 35_ states _in_ pari _ "A_ symbol _for_ identification _of j
_ material _.and the manufacturer's identification mark shall be stamped on the top of the head of bolts and screws, , ,
.and_on_ one_cnd_of_s tuds..and_ stud _ bolts.. ._".
I The_following_s tud s_ supplied _by_Texa s__ Bolt _9n._0tde t_103261-A_we re_11 s t eL a s _patt_MP-7020, . _ item _61hhd.
l The_ Certified Nill TestLheport_for__this_ item _(12_ studs _7/8"X9-5/8" AS!E_EA193,_ Grade _D7.)_ indicates _the_ heat __
_ traceable _ marking _as_EC60.mContrary__to_the_abbye,_thescatuds_wcre_ furnished _vith._ traceable _ markings of P710
_thus_ making _the_s_tatus of these__ studs _indete_mi_nate.r f ronconformanc e_no t eLduring_receip t_in spec tion. "O" number..ia_ indeterminate.___Ilold_pending_ final disposition.
d _ hold _ tag (s_Lapplied,
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r[n[C.,[' 2 roas "
Gold.n.ed Copy - OC G( C#a C9
6 c. n.t Jo 4./l 80- Ic 'k D
W~.~}b !/ "]" NONCONFORi.1Af9CE '
HEFORT