ML19331A233
| ML19331A233 | |
| Person / Time | |
|---|---|
| Site: | Midland |
| Issue date: | 07/31/1977 |
| From: | CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.) |
| To: | |
| Shared Package | |
| ML19331A232 | List: |
| References | |
| NUDOCS 8006180788 | |
| Download: ML19331A233 (316) | |
Text
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A NONCONFORMANCE REPORT ro A.A. 7- G n
- 1. PHOJECT NAME JOD NO. 10. 20.
862 Hidland 7220 N O. PAG E . IO F._.2
- 2. UNITISI 3. DRAWING /PART NO. 11EV 4. ITEM DESCHIPTION 5. ITEM LOCATION Common tie 1/A Flyash On-Site Ilatch Plant
- 6. P.O. Oft SPEC NO. 7. SElll AL NO. D. IlEPL ACEMENT PART D. SOURCE 10. CONTi1 ACTOR /SUPPLIEll C-230, Rev. 10 N/A P/N-H/A nEV-N/A Sell NO. -H/A ..._ Subcontractor Champion, Inc.
M 11. INSPECTION ClllTERI A in NoII[.A 12. ASME AUTilORIZ,ED 13. SKETCH ATTACllED 14. Discovered During 15. Equip Furnished By O l)DWG klSPEC ()OTHER NO.H/A l{S,Pj{lO J ftFQ D (LYES EENO ( lilac *g ( IConstX7JTest ( ICliengf/f[ng ( If LD
- 13. NONCONI GHMING CONDITION: Specification 7220-C-230 Rev. 10, Para. 7.4 statca that 24. DISPOSITION CONCURRENCE y flyash shall conform to ASTM C-618-72. ASTN C-618-72 otaten that the maximum -rawo'k diet _rci@ir-_usue_
00 variation of apccific aurface is 15%. Contrary to this the following flyash users o Flyash sampicd April 25,1977 at 4691.88 tons * ' ' ' ' " ' ' " ' " ." " "_- "'. test exceeds the allowabic limit.
-[* # ' ' " "' " " " "^'I had a specific surface variation of -15.5%. Flyash sampled May 4, 1977 at
^
- 4843.08 tons had a specific surface variation of -19.0% and flyash sampicd May 16, "" "S'" ' ' " ' ' " ' ' "
^"'" " " " ' " * " ' ' " "^
1977 at si975.98 tona had a specific surface variation of -19.0% "Q" List #1.105. { as osse s:Ti N nosutTs
- 17. Il Y DATE V L A'TED DY DATE ,
Qlluelj+ 7t?)
/ PO{TE n , eh, ,
- 21. nOUTING: P FY)
KTO FIELD ENGIN Ell /NG ( ) TO OTI) i !/ t Erni" ' " '
- 22. ( l Fiaid Enoincarino DissmsitionDl51(X Fi#ihbjhb dbDh'"$s)thhtf P' s ,
"Use As Is"The specific surface is a physical property of tire nozzolan listed l
to determine the uniformity. The purpose of the 15% limitation of table 2, * - ASTil C-618, is to assure that a tuli _ form product is supplied. Due to our i extensive testing _reguirements for air Content of fresh Concrete and the fact thtt Lllp_ajr. entrainina_ agent is adjusted, as required, to produce the required air ,
- 23. Pi1OJECT ENGINEEnlNG DISPOSITION ,
- 26. OC ACCEPTANCE QC ENGINEEn DATE .
4 AU TilORIZ E D INSPECToll DATE ,
~~
NONCONFORMANCE R s.rarc 2 er- 2 M2 ,
- :TIllllED: T (CONTD) , ,, , c y ,, ,
_nl..d _bK_#1 _ m . . . . . . . . _ . . . II:1d for Engineering Disposition. No lloid Taga Applied. l Block 22 continued: - I ___. contents e the . lack ..of. uni formi ty_wi.1Lnot_af.fect.the .quali ty of_.the..concretc...- The. flyash- represented-by ; these samgles was used to produce concrete prior to receipt of the_.teit_.rctul.ts.
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& O Q A _g, , _ g , y NONCONFORMANCE REPORT , c,
- 1. P1101LCT NAME JOH NO. 19- 20.
Kidland 7220 NO.863 PAGE [OF1
- 2. UNtTlS) 3. DRAWING /PART NO. REV 4. ITEM DESCRIPTION 5. ITEM LOCATIOfDont. Il
#1 N/A N/A Reinforcing.Steci West Sec. Shi~cid llall
- c. P.O. OR SPEC NO. 7. SERI AL NO. 8. REPLACEMENT PAllT D. SOURCE 10. CONTR ACTOR /SUPPLIEll .
N/A - N/A P/N N/A-- IIEV..N/A- SCR NO. N/A- . Engineering N/A
- 11. INSPECTION CRITERI A j,l N O C-13 21--29/i 12. ASME AUTHOnizED 13.SKETCil ATTACllED 14. Discovered During 15. Equip ruenished Dy (4DWG l ) SPEC ( ) OTilER NOM 3J$, .Rev. / INS,P Tl RL NO ( l YES XM NO ( IRec'g p(IConst ( ITest ( IClient ( IEn*g (XIFLO
'iG. NONCONFOllMING CONDITION: 3 24. DISPOSITION CONCURRENCE g sea" on Dug. C /46, Rev. 1 shows 2 fil vertical 0
reinforcing bara located on the right hand side of the opening on the northuest #* Dwg. C-355, Rev. 4 shous no additioRal reinforcement scCondary shield uing wall.
" ' ' ' ' " ' ' ' " * " ' ' ^
in this area. These bara extend from the Liner Plate G Elev. 591'-6" to 621'-4" GA1E
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fallOJECT CNGlNECH and ucre not installed in the first lif t of concretc from Elev. 591'-6" to 603'-a". PHOJ CONS TH QC ENGINLEH DATE "Q" List No. 1.103. 2 IIold Tago Ap y 11cd. lloid for Engineering Dioposition. __ A U T H Olde Z f D IN SPE C TO N DATE as sas$ POSITION HC5uL15 .
- 17. REP ( T f iY DATE 18. LJ TED BY DATE l 77 dbMb ]-l 2 - 0
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- 21. ROUTING: M TO FIELD ENGIN (RIND ( ) TO OTI ngineerin
- 22. ( l Field Engincosing.
Disposition % 7- ? stogPr't hiild Enuincaring Rodoinmanded Disposition sms.neu_ncr>.itu.u_By 7 1.lSEM._315 "UitL _MELil.REcomme.ODS_EINEDIGG 3 LLE 7#l l bhRS NL_llL loc 1Y-98 MD__CCdMLL1111 -e/ /Ql_,,b)f s 2f'/iT/779 iOL LL,GM M5f-Ob - . 3p
- 23. PROJECT ENGINEElllNG DliiPOSITION l' -
2G. OC ACCEPTANCE , OC ENGINEER ,, , DATE-AU lllOlllZ E D INSPECTOR DA1E
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,,,.,.,f, LOG OF NONCONFORMANCE REPORTS
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p - - - PilOJECT NAME IIId1"Ud I b 2 JOB NO. 7220 PAGE __ _. _ _ _ . ! G DATE NCf1 NCH NO. DATE NONCONFOllMANCr. DESCillPTION / flEMAl1KS DIGPO. CLOSED CLOSED BY 516 9-7-76 ___ll _10_.6t_ll0Dhcri tcrAle.fl,_p.ol_t l c r.ncsnhic_prtrhlp63 2 Documenta- 10-21-76 R.S. Morrow __diff_qtgpt revi n1pp_gn_fngking_iAn.tdi qn__IML_rc_c.'d t . tion __ 517 9-9-76 . Ma.10. __SupporLfcet_of_HenLExchangern_do_no'- Rework 12-6-76 M. F. Dooling , _ _ _ . _ . ___ngrec_ultit dc tails _on_drauinsr,. 11-106,_ Packing _Li s t doen pot, ncrce v].dugri. ncnt. Doc. & 510 n-10
' '(6 Use as is
__. Ih!c .-_c nL1. n_to r ' I '_nennu3 c ten n_ rt"J1'_Enn nutn o_ r._cnh . 519 9-13-76 Dugad Um &gd M2hM3E w sr Use as la 11-16-76 M. E. Fonte ___f.o r_ Top _Do.vcitt_y o ry_bs_tyc c n_.2_ n nL3 -J./2_.i n ch en. . 9 - C22 Cy).1pha_v.crA_poukipped _xW n_2.4_hm__._ Uoo ao in 10-29-76 D. T. Check 520 _.-10 '(6_ __ nfie r_' c no ting ___.Cylinde r._o drt.//.990_nn 1.E999. _ _ - - -
- _Il .106AC. Ilangera_.nnd_rclatcLchetchca..for._Lvo._ hang.Is c Usc ao is 7-13-[7 J . 11. 51 i fer 521 9-10-76 .__ have._aame._mnrk_ numb.cn.
Il-106,._F_1gure _211 Pipe _p_lnmp.q.fl o__npt. _qpnr_o.rm to the Use as is 11-22-76 R. S. Morraw 522 9-13-76 __opplicable._ sketches _ bill._of mater.lal.
---M MOdulgrnn_Laurrace or vnive_jvtd n 11citt rQm use as is 523 9-13 -(6 -
__ of_.ruct. 12.d7:76_ __J _R._Elife r 9~13~76 M:1 35 ._HilLdosa_not_huc_nJh tcri nLo f Non Q 524 _conformance s - .No Dispo 11-4-76 R. A. Moray __ Md-35.-._ Thermoccuplc_Aoncmbuco_not_ traceable N"O 525 9-13 '(6 N_o Di s p o 11-15-76 J. P. Connolly _ to..tht_ Certificate _oE_Conformancc.
-- MA35 Ercacurn_Gv11chca,_ documentation Non 526 9-13-76 N >i po 11-15-76 J. P. n 11y*
- packagco_not_receixed.
C: 230 . __En tr n i n e d_ni r._in_c o n c rn te . .c x ec cfi c5t_ c pcn. Use as is 11-2-76 B. T. Check 527 9-17-76 ___rcquirementn._ Aux..._Didg _ Pour _A(629 5)n ___ 520 9-17-76 - Il-20 l._RuaLon._opool f plecen_&V_.37,_M-610_Sht. 5. 12-17-76 M. F. Dooling nepair f t.106_AC ._Svay_S t rut _'lCDimen sj on .___ Sizc_of_.plccc._._ llo Noncon- 9-23-76 P. M. Pitt,n 529 9-l'(-76 _ doc n _no La grc c_with._o 1 ze._on_ o ke tch. ._lormance_ M-51. II at Exchanger 2E-73A han runt nnd nenic on Ilevork 10-8-76 c. Croat 530 9-2 M 6 chcIl nide. 531 9-22-76 - C:233Amflate_dimenoloned_two_differenLthicknennen- RevorkDoc 12-15-76 R . S. Mor row _ on.nnmc._drnving. _ - _ _ . . _ - _ -. ---. - - _ - - - -- - M~10hA "U 32 M _no tacn Lfor_12"_150 M inngo Ho Noncon- 9-2h-% H. Nn 532 9-23-76
-- H-100^U* nand m..Bruiger_Gupport.hru ger rod _.--
. .fgrince. .
533 9-23-76 . _vn n. no Lth rended _nn _rcqui red .. .______..__. . ......_. "C[ 10-7-76 H. S. Mor row ,
-Dwg._C-256._01 Mr.__coycr_for.rcha h.of._tolcrance.__ Une na la. Telex. M. E 53h /6 tc 9-23 ~/ ' ._. Aux .. Bldg.-Werd. 'TraneferrTubc Sin - _ . - - _ _ . - --- --.--- ----
- o- M- 76 -- - ' -
i , g (0-26-76 M . E . .. . 'oote
N LOG OF NONCONFORMANCE REPORTS i bl 1 P4idland 1 7220 a 52 PROJECT NAME JOB NO. PAGE 3 4 6 2 6 7 DATE NCR NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DISPD. CLOSED CLOSED BY 7 49 ~~I~2 - 2 9 - 7 6 Dwg. M- 166. S ervice Water Yard Piping spool 7-22-77 C. G roat OITBC-15 A44 damaged by carth moving equipment. Repair 650 12-30-76 _ht-104A. Pipe spool IEBB-5-S638-14-1 delivered Reject 2-10-77 J. R. Slifer _with_ contaminate ._inside_and no_ desiccant 6 51 12-30-76 FA- 104 A. Pipe spool IGCD-2-5612- 1-3 fabricated as a 2 IT2" epool Instead-of 3" as called out by dwg. Reject 6-24-77 F. Mahala 652 12-30-76 C-38AC. Beams 640-D311. 642-D3M have copes cut past the point of tangency. Rework 653 12-30-76 M- lE5GG. G a t c_ya ly_q_.lflI JQI)- QT- Z M O - 1310 - B - R L has handle to manual operator broke _n off. Rework 4-18-77 R. S. Morrow 654 1-4-77 C-20C One set of reco7cTc IFnilers and one set or (IeTdTyIinders taken for 134 c. y. concrete A(646)o' use as is 3-3-77 D. L. Osborn 655 1-3-77 C-208. Cylinders being cured in tanks cured at too low or too high temperatures. 12/25/76-12/26/76 Use as is 3-22-77 B. T. Check 656 1-5-77 M _1.041L_S nol_111C B- 11-S608 1. shipping _ _ damage
- o spool emfs Remrk 657 1-7-77 M- 104 A. Portion of spool OHC D-621-5614-8-1 is pipe s
la4_s_11CC. R ework 658 l-11-77 M- 3?d,__Hange r 18 IIIBC 131-IU1_meldeel in allow R ework 2-9-77 P. W. R atte r movement in wrong _sl].re_ctLon 659 104 - l-11-77
~M 1II BC-4 363S pool 85T232numbers L T 3. interchanged on spools Doc- 4-28-77 F.. Mahala 660 1-fl 77- C-231. Concrete curing temperature fell below 50"F Telor. 1-19-7/ D. L. Osborn Use as is Pour # C(662. 95)b' _
1-28-77_ D. L. Osborn 661 _1-12-77 C-231. Concrete curing temperature fell to 32F Tcler. 3-2-71 J. E. Moyers Use as is 3-5-77 D. L. Osborn Eaur # M64 6.5)c' . Wall #9 662 1-12-77 C-231. Exces sive conc rete cove r. Fuel Pool 5.6 line Use na la Telex l-17 77 l-24-77
- 14. Foote wall, north of "G" B. T. Chcek 663 1-13-77 C-}ll. Concretn_ curing _ temperature dropped below Use as is 3-3-77 R. K. Siple
_ 5JL,_.Eourf_Mft34,51e 664 1-13-77 4 231- Pour Concret curin IIo lioncon-50_ F. SWIG ( 09)b' g_ temperature dropped below rormnnce 1.-?7.-77 D. T. rhock 665 1-13-77 Wa te r_. S to p_ Dx:aa gnst_by_Ei re_f rontt hs_Atm__Md e . itd Repair 3-23-77 G. Sanders Unti._//LCon L_Ex terior_.Vall,._l? ley.,_f>lP + ~ 666 1-14-77_ _ _ _ _. M - l_E_Iloc u m e n_t a t i o n fo r y_a ly_na. Doc. 3-2-77 R. S. Mor row 1~17 77 MTIO6. Dwg. 4-6T176- (. BHY Etlis w- cTded to 66 ' 3-18-77 R. alverson items 7 & 5 instead of item 3 t T6:5Fca-35-II7 D c. N _ ___ __r___ ___Y_
LOG OF NONCONFORMANCE REPORTS , h PROJECT NAME i Midland JOB NO.
' 7220 PAGE 57 2 3 4 6 5 7 DATE NCR NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED DY 741 T22 77-- KT TOFAC. Three pipe spools not subjected to solution heat treatment and water quenr%ine. R eject 745 3-23-77 E-42. Pull boxes mounted to 11 line wall with incorrect anchors Rework 5-4-77 c. W. Brown 746 3-24-77 sand gradation passing #8 sieve fell below G-210.Fei
_ spec. mt. AT639)a Use as is 4-25 ,77 B. T. Cheek 747 3-24-77 kg. C - 2 02, M - 8 3 2, M - 8 61. Electrical penetrations Useasis do not have embedded angle iron frames Aux. BTdg. El . 581' R(Tni , 748 3-25-77 C-230. Variation of quantity of air entraining admix- Telex. b-P -~('r D . T. C h _e e E - ture is over the maximum 'of 420% (4000 thru 4100 Use as is 6-6-77 B. T. Check 749 3-25-77 M- 106 A C. Ilange r Ass'y 8-lGCB-16-119 E- M E- 4 8 7 fabricated to a level fdriwlng. Use as is 5-26-77 J. R. Slife r 750 3-25-77 .C-208. Concrete Cylinders in curing tank on 3-21-77 had a recorded temocrature of 78 F. exceeding max. Use as 10 6-7-77 B. T. Check 751 1-29-77 vi- 1_Of6/ a-31.1,L__G_crtification not ASME III, NF. for 6-211BC-5-fil is for ANSI Ro.ieot 5-13-7] J. R. Slifer i 752 4-1-77 M-lit 6A. Angle welded to6-2% incorrect location per plate,TTFCB-2il If3
~
approved Dwg. SKT-TTO-753 4-5-77 ~Dwg._G-220,__Sjab dowel exceeds spacing-require- , ments (Z4H Instead 5fTf.HT Mux. 1Tldftl 5~93 ' 10 " Et_d. Repair 5-19-77 M. Foote 754 4-5-77 C-38. Structural Steel diagonal delivered to the . i_obsite damaged. Repair 75'S US!77 MTF0 TAC-- Pfpe Spool ZIIBCT32'ZTS63T 2!7 dillvered to tlis J T ibiiilte damaged. Use as is 7-18-77 H. S. Morrow 756 h-6-77 .0_305_,&_a-306.__pur_ing_1mt auntion.or___nine_liangera _ t
.yert.._rebar_wcre__citt_dcriating_hom 10'eritoria Use as is 5-27-77 B. T. Cheek .
757 4-7-77 E 106A,._ Spring Assy wrong dimension. 1-634-4 10 8-IllBC-22-II4 758 4-8-77 C-208. Concrete c '; exceeded m_axirriuiiylinders te mpe ratubeing r e. cured 3-31-77in Tank #3 Use as is 6-14-77 B. T. Check i-106. Hanger
"*J***
759 h-u-7.7 di5natonadn_h-2_HCB-20-H18fabbedtoincorrect snrrect location dimensionn. etc. 760 h-12-77 Dwgn._c=222_&_ce20h. 1-#6_ top _.and _battonutad_l-#8 R ewo rk 4-12-77 M. Foote ilowela_not_providad. Aux._Eldm._Elev 59' ' C-230. Air entrainment'at point of dl iarge too low 7 4-12-77 IisaFiN1N30 0)a' - Use as is 6-21-77 B. T. cek 762 h-1h-77 _H-20h._Aro_ Strike _in opool_.1Hcc ._ 4603-18-hoxaceda- nework ___i . _ _ _
.10X_mgrgin___no outlined by opec. , t s J
LOG OF NONCONFORMANCE REPORTS 1 1 s PROJECT NAME Midlelld JOB NO. 7220 PAGE 50 3 4 6 2 5 7 i DATE NCR l NCR NO. DATE NONCONFORMANCL TSCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 763 h-13-77 M- 106._._Yendor_dwg.__1:63h-h:1h_ chows _ hanger ta_baye 2'6' conter:conter_apan.___Antual_hooger in 1'6" centar-ngnter G 76h h-13-77 c-38._Danma_delivernd__to__the_J9boiteJith_re-ertt rant comern_ cut _paat_ tho_ point _of_ tangency MIL 6ht:D5..fho-D?m itA,_Rgpair_ 6-10-77 n. Valentino i 765 h-13-77 C=3a. Dearrt__ delivered to the_jnbaticaith_re-entrant cornara_ cut _paat_the_ point _of_ tangency, Std. Repair 6-10-77 R. Valentine Mk._f61-B6 766 h- 13-77 C_38. Enam 919 E9 han_a_nhop_ fabrication _orror, n </fl" cut in the_weh_at_tha_ cope Std. Rep. 767 4-14-77 C-231. C-4 embeds omitted. Aux Bldg. 645'+, 5.6 & 7.4 @ Ek line cPa r 768 h-13-77 C__110.___ConLf2_ liner _ plates _Dontamination to z.ino R ewo rk primer frnm_ wooden orihhing_nnd_ dripping _ water. 7-28-77 R. Valentine 769 h-14-77 c-110. cont #1 liner plato: embeeded particleo in mist gg cant _J,in9_pr_imnI_Dp21gd 1 over charp edgo. 770 4-13-77 C-110.__ cont _f2_linor_ Plate; damage to oeyeral areas of__the linnr_plata_coatinga. Rework 7-28-77 R. Valentine Elcr.__591'o"-671'o" 771 4-14-77 _C-231. Vol1Lin concrete, Unit #2 Main Steam Repair Penetration, AT2g3 772 4-15-77 _D_2.___Emell nunn.tures ana_ dent.a made in tendon _during_ ; 4-16-77 the cadwalding_of_rebar.___11 nit _82_._EL__723'9" Az_250 Rework S. A. Gelnett : 773 h-15-77 Jhtgn_C tho & 0-20h.___ Clear _ caver _raden._norrest t
'oncreta_thickneas cannot_be_accompliehed, Repair ?
774 4-18-77 C-230. Alr entralnment at point of discharge was 6. 9% Use Teloc. 5-9-77 B. T. Check as is 5-12-77 I thereby exceeding 6Wlimit. Pour C(103. 58)a' B. T. Cheek ! 775 4-18-77 C-306. - Four vertical reba r we re cut con ~t ra ry_to_1hn_.' spec. whRii sl~ lows onlyTwo. EITSW88 nuic. Bldg. Use as is 5-24-77 B. T. Check 7 77) 4-18-77 'd - 3 0 5. Four N-S rebar were cut contrary to the s,pec. which allows only two. El 584' Aux. Bldg. Use as is 6-6-77 B. T Cheek 777 1-18-77 Gra13.___Dname_Mk. 'E' &_110B3_have ._re .cntrant Repair 6-28-77 A. Lamach corners that are cut past th e point of tangency n n aheathings are in incorrect locations Repair 7-22-77 A. Torres 778 4-19-77 Jiont ._11_ Ext e tLa t RalLElc r._lD_3 ' tis n in 779 4-21-77 C-306. llebar cut upon in_stallation of hangers. AuxBld ; g80 : 3i~6"_ south F lineu@1Tilne, Elev. 584171: na is _5-12-7.7 c. Yoisley 780 h-22-77 E-22._ Cable _RoeLUo,_oo5 9228_(600v 2_cona. ) . 781~ 4:25 77
.hb tra A total of 8 cu. yds. In n[ent t i
acement 6. 2% __.
?our A(659)b' Tolex. 5 77
.Uco_na_is_ __6 .15-77 p.
B T. Q
. Check
'teck
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.m LOG OF NONCONFORMANCE REPORTS i ,
PROJECT NAME Midland JOB NO. 7220 PAGE 59 2 3 4 6 5 7 NCH NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLO ED CLOSED BY 782 l-26T77 i .M:10ft._11 anger sk. 2-611-2-6. liase plates ._ _fnbrica.ted to incorrect climficalDDIL, Rework 783 h-27-77 C 20-!5 rebar_ delivered __to_the_jobalia_had Use ao la failing_tennila_toat_roports. Reject ____ _.ll._T._Ch e ek - l 784 h-27-77 .0-?33. Shear oupporto attached to the incorrect side _7_5.-71 Tcler. 518 7T J. R. Slifer Ig"eNNdM-Y8;i EtIOStreut
- Id.'"0 "f4281 7ES i Y9277 dhring re.Locat~ ion ~5f emblddo$ tirain--1'ine, litd._ Repair 4-9-77
- n. T. check W. M. Pardee
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WIM32, Mag Particle machine out of Telex. 6-f 786 5-2-77 calAbta310n. Use as is 6-23-77 o-T{1. W. Pa rde e C-152_Dwa. clear cover or rebar. Boorway e6.6 787 5-2-77 line_. Use as is 5-13-77 B. T. Check 788 5-3-77 .c_230. Air entrainme_nt in concrete for Pour SWI(632)b' 6-29-77 D. L. Osborn
. @_R.9%_at_ppint of placement. Ticket #15)$1 Use aS iS Pelex. 6-2-77 B. T-
~
789 5-3-77 .c.230,_ Atr entrainment in concrete for Pour Y(61h)b Cheek D_1. 0%_&_2.5%.nt_ point _9Lplacement . Use as is 6-6-77 B. T. Check 790 5 11-77 . Dug. E-Sill. - II" _GRLs Telex. 5 77 D. C. Thompson _ incorrectly installed. tub-una have been.
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Uoo ao is 6-1-77 D. C. Thompson 5-6-77 C-2. Tendon sheathing installation location. Unit _12,__ , 791 E!cv. 734', Use as i Pelex. 5-27-77 5-1 0-77 D. L. Osborn B. T. Cheek 792 5-6-77 Dwg. C- 147. Concrete placed over beams w/o shear Tolex. 5-10-77 R. K. Siple : connectors bein Use as is 5-26-77 B. T. Cheek' t * ~ , . 793 ~-6-77 5 c-305 & c-306.g instafle2, Bundnid rebar curW/o a y , , 3 , 1, m 7 Int B. T. check , j approval and cut too closely witliin sariid face. 7-5-77 B. T. Check __.J i _ 3 2 6.. _ D w g .__ 1 - 6 911 1 2
-~791 1 5-11-77 Im Use ao is 6-7-77 P. W. Batter,, t CT30$r_oper Aux. welding ofj3652'6" ate to beam. ~
2 Blilg. E1. jeIi. 5-24-77 T 0 ^"d '8 " 795 _5-12-77 Anq strike blown into beam fla_gge. ^ 796 5-13-77 E-230 mConc rai n_dia charge _a t_p oin t_oL pl anem en t_had_g_ Teler. 5-24-77 B. T. Cheek i higher._ihan_allowabicai_r_ con tent . Pour _CC(.7hh:251a'._ Use as is 6-14-77 B. T. Cheek l 797 5-13-77 Dws._C=20h._ Jertical_rebar_.placed nuch_that_ cove" R epai r requirement will ha avcceded.-.__ Aux Bldg.-E1._61h ' 798 5-16-77 Dwg._C _thl ._Rebar_placed Jncorrestly_in_ foundation Repair , _ . _ . pado req'mt __ Aux._kndh '6" Jac_na_la_ 6-9-77_ ._}i. Foote 799 5-17-77 bi-9h_ clear _. cover._hclsx_mipignum _ Several areas on the Po lar Crane are ruste Use as is 6-3-77 R. Valentine, as a resuli of fleid welding, ha , and weaEEerinn . 800O~ 5 18_ one washer in- 7-5 -77 D. L. orn _ _ _ _ _ _ _~ -- _ _ _ J __ c-2#8. 11 bolts
-~~_ '_
confaIiiin g \-
LOG OF NONCONFORMANCE REPORTS , k PROJECT NAME Midland JOB NO. ' 7220 PAGE 8 60 2 J 4 6 5 7 DATE NCR NCR NO. DATE NONCONFORMANCE OEsCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 801 5-18-77 M-204. Wblders welded on .i51nts that are below the se a Is 6-28-M W. E. Fish 3/16" material thickness req'mts, per G-27 WQ-1 802 5-18-77 C-230. Air entrainment at point of dischargstoo ?elex. 6-37 7 B. T. Cheek Iiigh (5 2%) Pour K(6B5Ja' Use as is 6-7-77 ,B. T. Cheek 803 5-19-77 C-2. Two tendon sheaths are out of tolerance, not TeJ.ex. b-i b --('t u. L. Usoorr within 4 1-1/2" circumfe Use as is 6-14-77 D. L. Osborn 804 5-19-77 D~131.~ Concrete waII~il owe . L)Ny to 11 buring Ci
-~
scven days after placemenEToT15 hours K[622- Z]a'Use as is 7-5-77 B. T. Cheek 805 5-20-77 Dwa.-C-228___ Reb of beam t "n_been bya rinding_ to_a depth in excess of 3td. Repai c 5-26-77 A. L. Boulden 806 _ _ , .5-20-77 C-230. Quantity of cement la Poor C(630. 5)a' is over Fl% tolerance , J se as is 7-11-77 D. L. Osborn 807 5-23-77 M- 10 6 A C. Rev. 2 for hanger sketch 0-619-6-8 has Use As Is no Bechtel drawing approval. 7-1-77 J. R. Slifer 808 5-23-77 C-230. High as content in concrete for Pour Telex. 6-3 -77 B. T. cheek A (_6 5 9 )c ' . (6. 8%) Use as is 6-M-77 B. T. check Beams 661-B2H, 661-B 12-H, and 661-B13" 809 5-24-77 C-38. have copes that are cut past the point t of tangency Std. Repair 6-30-77 R. Valentine 810 5-24-77 M-Il7. M-123C. M-125C. Valve numoers do not matci Use as Is riumbers per ! Maierlat Re~quisitions. JoC.-Rework Dwg. C-288. #5 dowels placed at '14" 17". 17" & 12" d. ' Ep h bottom instead of the required I2" 594'5" Aux. 811 5-25 ./ S1cPair 1 5-31-77 M. Foote __ 812 5-25-77 _C-230. Air _Entr.ainment_of Con te n - --4
.of placement too low (2.5A. cc DI I.t_nain_t_
42)a' IIse as is 7-20-77 A..H. Torres. 813 5-26-77 IIanger_dwg.__1-610-1-9 ___V.niclear_e_ ate r t_ ban R ewo rk 1/16" exiat_where _p. late attachs to wall _ 814 5-26-77 _c 110. namagn_in_ Unit # 1 nome _coailng. R ewo s k 7-18-77 R. Valentine 0-321 D and Quality Verfication 815 5-26-77 M-106Ac. i Documentation not received-for pipe hangers Doc. 6-9-77 J. R. Slifer , 816 5-27-77 _Ai- 32 6t,__Ilang e r 3-IFCB-28-H5. gap between plate & Use as is 6-23-77 P. M. Pitt s 1 Wall over 1/16" inch. , 817 5-27-77 E-536. _ conduit (f' GM) _ damaged by__ drilling - Repair te concrete slab. Cont. //2 El. 39_386" ji-29-7.7 n. n. coine BIB '5T3T 77 -231. M. ~1tHaidI6g- Wall ~SfAG cured by liquid- Telex. 6-6-U D. Check
~
membrane method instead of wa ured SWI(673. 5)a lise as is 6--1 77 IL ack 8 5 31;77~-~ C-~3 0'6. North-SoutIIIfebar cut i a liiI radlus 1 8. Cheek _-_.t . . . . . __ .___ l@n g e r pIsleToTHElon s . Aux. . B, lag. Use As Is Tekx 71-77 B. T. : heck
LOG OF NONCONFORMANCE REPORTS Qj , ' PROJECT NAME Midl'a nd JOs NO. 7220 PAGE DATE NCR NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 820 6-3-77 M-1.13.. B & W QA Data packa6e has not been _ rec 'd.for Atlan IAtlown Coolera lE-57A & B 821 6-3-77 C-208. Field c linders initial curing temperature ouT 5f speclIFeMimits. Use as le 7-90-77 B. T. Check 822 6-6-77 7. Welder qualified to ASME Sec IX welding to an WWS procedure Use as is 8-1-77 A. L. Boulden 823 6-7-77 M - 3 26. Hangers with_ greater than 20% of plate greatei han 1/16" f rom wall, 2 -611-3-33, 1-616V6' _ 2-617-94 824 6-7-77 G_7.31.__Kats tai pp_paDWG ttia lly_e mb egd lL 7 embed completely, G-275, 28e$d g34,n6 g,Larnp_cIl R_e_ pair 825 6-8-77 ._c-231. curing _na_t_applica to the_weat_ race or tha Service _ water _ Retaining _ wall. Une ao is 8-2-77 A. Lamach 826 6_-10-77 C-2. Tendon sheathing placed circumferential 9mf t5 th6'7 tar ccTitcFline urstrow11 on-dwg-(cut of spec. ) Use as is 8-1-77 827 6-13-77 W Ee D-228a Grado A490 bolt does not have a washer Use As Is 6 77Tch B.T. Check undcr_the_ cad. . 6-21-77 B. T. Cheek 828 6-14-77 Dwg. G-28 . Due to mislocated rebar, electrical Repair bc'iietratlons cannot be installEdIAux. BTdg. El. 624' ra#u.Flife spool .LGCB;I3;B612 1:7 noE- truly R ej.ect b20-M F. Mahala 829 6-lh-77
-- circlIIirr as called r6F In~5pec. 201 830 6-15-77 E593' 3 t
_42 6", " 2B A049CRE!.lanicasd by d rilline in H B#2 Slab @ Std. Repair 6-29-77 D. M. Colne 831 6-16-77 hi _1_0.4A._G-321.D_and_ Quality Verification Documents
- iot receiveffor two spoofs. Rework-Doc. 7-28-77 J. W. Miller 832 6-17-77 .C-230._ Averaga_tempgraturn for_concrato in Pour IeIeX. 6-2/- // U. l. Cheek
- o. Jse as is 7-15-77 D. L. Osborn BJ3 ~6-lM T- 'n 734 00 . Gr e A490 bolt does not have a washer I'dex . '-i1- (' M. W. l'e s t etie r Tiiid. eC-p - i~the head. Use as is
~-
7-28-77 8. T. Cheek 834 6 '7-77 M - 104 A C. spoot rccciviRTliaB-diffcTdiit number
^
than vendor sketch by tlie same shop order number Reject 835 T 21-77 nws _C--138. Anchor bolb holes for Centrif.ugaL Water Chillers moved during conc._ILo3tr__ Aux.l545 ' 836 6-21-77 M 104 ._ Wold repair _on_ Spool _011DC:1503619-h:11_not 837 ~~6 ZI!77-- hb6 " CITZlTD and appliiihlilE OiRility V6Yfiutt'on rs- E; M E DU6 3 *T4 . Reject 6-30-77 J. R. Silfe r DocumenUiTlon n5l rec'dI Sliop 8 6 7T-- C- 230-- air enti5tiiTriEnt at poln lacement-too
' Y(620)a-Uoo ao 1
( _ lo'yv (2'.~6%) 8-2-77 L mu
LOG OF NONCONFORMANCE REPORTS PflOJECT NAME JOB NO. PAGE 2 3 0 4 5 7 DATE NCII NCII NO. DATE NONCONFOnMANCE DEsCIllPTION / flEMARKS DISPO. CLOSED CLOSED 9Y 839 6-21T77-~ C 230. Air entraInment or concrete 3t polut 61 .
- placement too low (2. 8%) Pour SW R (636. 5)b' Uno as is 8-2 77 A. Inmach I 840 6-216-77 C-231. Domineralizer tanks grout'ed an_J!on-Q I
.J ny2tamLof__'9 ' . AnL_Illt_EL 63L5 ' j 841 6-24-77 g;1IHg R epair 7-13-77 S. Kirker lix 3 il , 1
- i rlt f 842 6727- /7-- M-IUGKu. uwg. z-6i1-IT-blin# Mht ErSETTn-[nanger -
saddle not tracealile to the MTIt. Reject 8'i3 6-27-77 p-R,_circumferential location or vertical ! Eh.c a t;hinit ott lIoG13 " ~L ofe71Ec e . Us ao la 6-1-77 B. T. Check l 844 6-27-77 E-205. Insulator pad on switchgear bus is broken 845 6-27-77 C- g)Tavp__lickets witidtigh air content. pour number C .7
.84~6 - T28 7F M(~104AC_.]c Review of radiograplifFrilm records and vat:.
JC Records reveal missing radli5grapfilc ffims. R ewo rk 7-28-77 J. W. Miller
' I-111. Deep _im d 847 6-29-77 exarfillisttoii- perfection welded p:rior to Ne Uhit #2 lifr61'-{iliter Az7315 ET.penetrant 538 Rework 7-13-77 A. L. Boulden l
848 - - ~63077-- C;111--- Ud6p liiiiihFf6ctl6n wd1d5d prior to dy67)Dnu~trTril. Rework 45teitiffi5tl5H. Utiit f211iier p15teTA2ml El- 670: 7-13-77 A. L. Boulden
~~
C-Ziii.- Pou r C(7Tf'25)a', 17 yds of concrete placed g49 6-30-77 . wIllililgh-' air content 4 850 7-1-77 C-38. Documentation not received for ASTM A-MD bolts and nuts. 851 7-1-77 C-230. Pour CC(634.2)a', 6 cu yds concrete placed witl Tolox;'7-15-77' D. L;'osbord i high slump test results. Use as is g 7 M-204. valve installed backwards, M-604, Sht 15
~~
852 7-1-77 Rework TfFW- 28 7-27-77 F. Mahala [ 853 7-5-77 I
, gp6.F h16-Onetched_while_inatallitig hanger Aux Bir g 054 ~7 5277 p-M. yuality verit. Documentation Pickage not rec'd for 4 gallons of Gacof6 Wilbr SE51adt M 54 Reject 7-19-77 J, R, Slifer i 855 7-7 H-104A. _ fladjograpliR~Ilepo is r noi.~r~e'~c~1 Fed for severa 4-856 7-7-77 d-2M._l_ pipe spools. i l, Sht I, Minimuntwall_tl FW813 & 14. Unit Lclumsp_not acliieyg1],_M-61L_
#1 Dome )ing' Tslex. / 8 7 / U.
857 7-7-77 A,-41.__ Storage temperature of'iis Ts cannot be heck Use as is E8-1-17 i n i verified. _n ( c'
LOG OF NONCONFORMANCE REPORTS hi} L PROJECT NAME
' Midland' JOB NO.
1 7220 e 63, PAGE 2 3 4 0 5 7 NCR NO. DATE I NONCONFOnMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY C 305. #4" expaiislon ancli5F~li5Ttriforiiist7i111Fd 858 7-8-77 t6-'tTib iiiiiiiiiiUifi~d5ptn. AUr BTdJ- ElGV- 646; 859 -787z F1:104A. Yard pipilig ifoss not have Certified-MTRb p,3,g or Code Loliiplialice Re[.' 'ts Doc 1Rewn* 86~0 7T77--- M 104a. iwo d1TfErciit dociumentatiorrgackages-for-the
-same spooT ]i16te 0118C:1:S618:1=3 Dj; work 861 7-8-77 M-10hA.__Elpo_ Spool 60.1A:h0_cannotJe_fL* _up_nt weld 862 TT177- b33NNPSEliis5bes"EMEENs EEe aT70wa5Te limit T6r iiihilinum v&Heill6ii 5f~sp5ElfiC surface.
863 . r not Installed on me a nand side 7 12-77 of the openinq on -the NW 2ndary shield winq wall Cont # . 864 7:13277 - - WIT 2AC. Two ilanger assemblies have the same mark ! iiUiiiliEr. M5rk no. 12 2flDC 147 lll Rework 7-20-77 R. Halverson , 865 7-19-77 11_326. Holes drilled into hanger bane plate for the 1pplicatio.n_ of grout, contrary to rim No. 217 866 7-20-77 c-231 _concrate_carcr_ nut _of_op ecifieL11mi_ta_fsr Feedwater._Inolation_ Valve chnmher_Ronf. Southeaat_ Wall Use as is 8-2-77 P. Vanderveer 867 7-20-77 C,2 1 -_.Concreie_ cover _nutuof_opecified__llmita_for Jge. water Isolation Valve Chamber Roof.. Southwest Wall Use ne is 8-2-77 P. Vandervoor 868 7-21-77 li.20h._No wn-3 laaueLor_HDE_snrformed on_a_hnne metal = _ repair mada in a yeld_cncLprop-869 7-21-77 .Dwg._A_52. Broken _ vertical _robar_in_ block _ wall _(#4 _rehar) ._Aur._Dldg._Elev.._599 ' 6 9_& 'F8 870 7-21-77 JNgmA-52.__ Broken _//5_ vertical _rebar in block _wnll -
. Aux._ Bldg Elcy._632'6" 7..g A 'n' 871 7-21-77 G- 2 30.__S tu m n_hi g h_fo r_m ix_y a rd a_.nL_cnnc.te t c,_panr No 7-26-77 D. L, Osborn CC(634.2)a', 2ndary shleid wall. N9n20nCDIMai'pe 872 7-26-77 L215.__no c-321-n ne gmlity_yorrination_ Doc._Pkg- '
reatd_for I-26'LCfl_IJLElbowa. t 873 7-26-77 :: 6L__no_G-321-JLor_ Quality _Yerification_Iloc._Pkg.
._. _ for.100"._circumf enco Iolyurethan oint_ fill m-874 ____7-26-77 Dw E-535 Ele t "uck Y 3"_d an damaged du bl ck nal PdoWe y cainst lon. aux 81d f E ng84 0 g .2 c9n 875 7-27-77 _ Nan =835 -
EquipmenLholca_for_HVAC_cquipment__wcre band ground. Eng, concurrence not ned for work dono . 8769 7-27-77 :: 38..__Two_WF_beamo_hayo_ greaten _1 or_purface._depa gatono ao allowed
/_16'1 Jm orfepiipna
_y AS'It! 6
LCG OF NONCONFOPW.NCE REPORTS 1 1 PROJECT NAME Midland JOB NO. 7990 a PAGE 6h NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 077 7-27-77 M .106Ac.__.IIanger_ rod _nat_ cut _to_1cirth__and_ hanger _mkatch
.dil_ pot Irlqgrp_ ora _te._Bnchtel cogime_p_ta.
878 7-27-77 E-6AC._ G:32J-D_and_JNalliy_Yarification_ Don. nra lncorrectly_. identified _aa_Ron-Q_for__ circuli _breakara _ 079 7-27-77 Dwg.J -h39 m licloon_ stud _at.tached_io_ plate mheared
.off_when_n truck _witita. hammer-880 7-28-77 DwguC-323 #8 tico_vith_h'6a tatln_wnra_nlaamlarpsnd_
~ ~ 1.11p-2ph_tendog._trumpeta_inatead_of5'3"tailacCont_f2_
~
t ffercNk-hcEisk0rnb5 J lb1bSb3"-Uk 882 7-29-77 M-204. Weld 24 on M-616 Sht 10 welded as Non-O list _ _w eltl. 883 8-1-77 G-230. Six yards of concrete with high alump, pour CT723!92)b' Telex. 8-3 7 D. L. Ooborn 884 8-1-77 voo an to C-230. C61icfTtE fii P61Tr~C(727.92)ti'~h81rbelow diffilmum r all6w5ble cement weijh1 and flyash weight.
- 885 -8177 ~ il!!04 A. Two diffeTent doc. packages ~ ant ipools exist i
Tiltli~the same spolir'iiiimber. zllCC 4T;5504 T47.
-~~886 8-1-77 ~ll!lMA. Two dTfferenE~ doc. packages and spools exisr , Tilth the same spool number. OllBC T 5518-1-1.
't h
- t. - u
t . ,l ll i i 1 i } 1 t I 1 \ i J i 1 i i i l 4 4 1 i 4 4 4 1 NCRs opened during the month of July 1977 i 1 4
)
4 d 1 1 1 . 9 i 1 1 4 !, 9 O O i __ ___ __ _ __ _ __
1
. : 7 .
k NONCONFORMANCE REPORT
- l. Project Name Job No. 19. 20. .
#' ~
Midland _7220
". ~ Item t.ocation __
- 2. Unit (s) 3. Drawing /Part No. Rev 4. Item Descitption 5 l
__ Indeterminate._ N _ _ti/A ntractural_.Huta_ansL' Bolts tinse_//1 QC_Hnlil Area
- 6. P.O.NAA % R 7d X 7. Seria/A l No. 8. Replacement Part , , , , 9. Source 10.ME/ Supplier
_7220:c- 30_mev._0. n/A " N^- " * " -
- 11. Inspection Criteria u. ^5ME auTNoniz posupt 2.lier snETCH .TT,CHEo Tnen11 14.a,_ Iron _During
,scoeered works ,_.verona , _Pa.
- 15. Equip Furnished Dy n NO. _ R-le00-971 ' '"
O v E= B" Oowa OsrCC Gu Ti'E a No. LE 7220-C-303Tv0 O 'v"E s"' "S"N O . 00,,4C:o Oc ON sT OTEsi OCu= Nr IDENa Ori.o
- 16. Nonconforming Condition: 24. Disposition Concurrence Purchase _ Order 7220-C,38AC_Rev_8,_ Item _A_rcquires ; "nrawings and H E WO rt M (J S C A E S S l
R E J E CT r3 E P A S R _ Data _in_nccordance_Mith_0-321-D," t'ontrary to_.the..above,_.the_G-321.-n nnd qun11 ty I bc.. , g ,e _ verification _ Documentation han_not_bcen_rencived_for_E l lILen. 7/8" - 9 X_2-3/lt " A I t90 [d$- ) ftOJECT FI
, 6m 7-6;7[
EN GINEE f t DATE _ nuts _ anLbolts ,_35_.ca._ 7/E'_, __9_x_3 "_A h)o_ nuts _antholts : . yI$,hCT PH wCONSTft QC,,,, 4 Gi te E E R 7 DATE
$, / y,,f,-
3 "O" number in indctnrminnln_ ifolA nondIng finn 1 dInnny1tinn_ hnl A Eng{ d _, _ AUTHORIZED INSPECTOR DATE __apnlina.
- 17. Reposted Dy Date 25. Disposition Results ge by g gCb 'f 7-l"ll Date 38. el /
Blu.0, Ad~> '~1 - 1 '1 1 f)h - ERs'g ,
- 21. Routing Q TO {SPEClfvl M %TO F8ER.D ENG8HECRING
- 22. Field Engineering Disposition O r'<'o eac'acea'au a=Co""ca oc o o'Seo5")DN TO PitOJECT E NGIN EERIN G M ATEAllALE bLWnmuSOR. 'TQ__DEWD MC5-mIMLX__DCCuMil1JTND -
! % l72
/ X M, p
L M %,
- 23. Project Engineering Disposition e
- 26. OC Acceptance
^ GC ENGINEER D f O .
ALJTilo ttI E E D INSPEC TO ff t \
.n . :o
. . DV,'tu .
dyO
~
NONCONFORMANCE REPORT C0ff0010d g j,4, 360V y_ f 1.PnOJECT fJ AME JOU NO. 19. NQ. g g 20 j flidland 7220 PAGE _O _
- 2. UNITISI 3. DR AWING /PAllT NO. REV 4. ITEM DESCnlPTION 5. ITEM LOCATION Aux. Bldg. II/A fl/A Cut Rebar E1. 584'-0" Aux. Bldg.
G. P.O. OR SPEC tJO. 7. SEfil AL NO- .1. T CEMEN T 9. SOUFICE 10. CONill ACTOil/SUPPLIEH ll/A II/A N --- ncv Sen NO. Constructio i il/A
- 11. INSPECTIOrJ CillT Enl A 1R fJO #00~5q 12.grgi{At1 I iltz,r O 13. SKETCH ATTACilED 14. Diwoveeed During 15. Equip Furnished Ol{/ \
lIDWG t3 SPEC (lOTHER FJoc.0. 06 REv_.1
, )YES_ju,NO 'xl YES llNO l
( lilec'O ylConst 1 ITast ( IClient l lEng ( IrLD
- 16. (JONCONFOHMING CorJDITION: 24. DISPOSITION COfJCulinENCE S p e c. _C- 306..Rc Y ..L AppCn d i X_D_S CC t 10R_2. LMMqs_[0
'"'h- ""*' "" ' ' ' -"'"d'-
part: " At any_ anchor plate location, two bars may_be cut each way each face. In , this case, the minimum radial distance to t.he next cut on the same face in the same (10)_ feet.'.',_ Contrary to this, during installati_on_ of pipe direction hanger 10'.'-2,fCD-22-),8, shall be 7 tgfl; 611-6-16 etch one vertical rebar was struck and considered "" ' ' " ' " " " " " "^
" " " ' ' " " " ' ' ' ' " " " " " "^"
to be cut _per spec. C-306 Rev.1 Appendix 0 Section 2.5. There are two vertic-al Au FleOHt 2 C D BNsPECT O rt DATE rebar previously_cyt.,at. pipe. hangers 10"-2FCD-22~ *g Ske tch 116_-16and_(cont.)__ .
- 11. IIEPOil E D 11Y ATE 10. VAll b f-(-[d "[/- 7 ~/ as. unseosivson utsnis d'I' uw N(Atk'p//V?? '
i . _ _ y;; c 16 77
- 21. ROUTlfJG: 1 TO FIELD ENGINECRING l l TO OTHk_.S S LCIFYi
- 22. ( ) Field Engineering Dissnsitiori I necue inended Dispoutsun to Prop a n (hefd Entneenna15.pc5 G IChLPJdQ W PED _72. _hY__.7 '._2Ni encarIIig
._ERCoE.CLElX=11.W:.ELi?G_TCuREViB.O_.hIJD_.li\'htMATI . .
+. -.
- 23. PHOJECT ENGINEEnlNG DISPOSITION 6m MM
..u.=- _ _ -
2G. OC ACCEPT AfJCC _ OC ( NGINE E R DAE
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- 'I f~Ti COIT0010E JTy grg NONCONFORMANCE REPORT ' '
- 1. Project Name Job No. 19, 855 p,
2o. L , y I, pa# ' fitriland 7220 5.
- 2. Unitts! 3. Drawing / Pert No. Rev 4. Item Description Item Location Reft COntiD-
_El_A _2 N/A N/A Radiograrkio_FRrn_(Plaing) un119nJ1ock_16
- 6. RJbt9KSpec No. 7 Serial No. 8. Replacement Part ,,, 9. Source 10. Contractor / Supplier
_7220-11-10lg-A N/A "'" H/A aEv N/A. no. _H/A--- T'M' &cinnoll,_Xerneraville _N.c
- 11. Inspection Csitaria ' a. ^== = a u'"o a' z ' Esup lien. saevcar arraCnEo 14. oisco e'ed ou'ias 15. Iqu.p Furnished 8y in no. N/A i Dowa Osrec DoveiEn no. J2Mb201 Ovan B" On=c:a Scoast O TEsi OcciEnr GEaa Or'o m'v"E S* * "fu'o"
- 16. Nanconforming Condition: Disposition Concuerence EDA 91f.ic_at19n_7220-M-201,_Roy. 7. onteo in parts (Para.9.11,,.,__ _ 2 4.
rt E W O R M_ pgjECT REPAIR USE AS IS "All documentation required heroin _shall be furn1 Rhod upon or before the arrival of ._Ucc._ _ _the_ piping _nt_thq_jqbslios The_dqqumontdign.fh all be opqql_figally_i_dentified M___
.CY r IELo E NGlNEER [-/ _/__7 oA1E
_na_to_tho_ shipment _it_representa"u (Para._ S 2) "Ouality_ControLdocumentation_mhall_ _ _ . CT E EER _includa_ at_le ao t _the_followingJor_ihe_.Huolcar_Einins_01aa alfication_phown : _t g rh f oATE. KIK.M
'AU T e(O tt e Z E D INS ECT 9"5"77 oATE i ge 21 m4'l _ .,- ,,
_(Aloele
- 17. Reported 16qycontinued3 Sc.Mon ng/gfJate ' 7'/%- // 18. Yalidated _,
gM/ ate /"I/~ 25. Disposition Results cEXAlb[ 6ddW/s Vr/77 Md b.eo- o ,o o. E.S is EC.,,, 7-771
- 21. no.,a, 9 o ,. E <o Em o..o.,co. -
- 22. O risto saa'a==a'aa a sco"a anot o o'=ros'no" To Pao'acT <aa"'<<a'"a Kn.id Engineering Disposition EmundNInvant.sjumnymoR m enshLnngumnd__Tacc.utae_L.71&ncL1.
'. S/t/71 eAe. mass _t.
syd_. GDo
,_(R f B-I-72 1
l 23. Project Engineering Disposition
- 26. OC Acceptance
~
- QC ENGINEEft AU TitOltit E D INSPECTO -
s !
'~~ ' ' ' " ' " " ' - ,. . . - . . - . - _ - _ -=. ,, ;.!
_Bibclc y.16-. continued ___e.__Uuoloat Piplug 01ano_1.and.2...._2._ Jladiographio F11mo..." Contrary to_t io.abovo,_roview.of_ radiographio_. film recordo_ nod.roadorin.ohooto_in_Q.C.J1ocorda_n.t tho _HJdland.Johoito . rov aled_that _radiographio_filma.havo_not bcon_rocoived for_.tho_following __ Spool Ho. Jladiographio_ Film Walda_- only - "Q'LNumber Lccation _10C421 -3603-lg-6. Poscyville C-26 il 4 __. X h.037 _.__lCClh2--D603-7:5 __. h.037 Sasse Road B-10 _11c&l5-3603-0-2.. . I 1 - 4.037 El. 602' 8' W of 5.6 0 'D' X . , 6.M N M ' O _111C&h2rS603-17-2. h.037
' E1. 624' 3' W of 5.6 0 'D'
_2 00c-3-3603-15 I ., h.037 Poseyv m c D-13 N ___. 2CC ih9--360h--l--1__ _ __ ____ _ __. ._ _ X F __x\.e_W-
- h. 0!t7__.
El . 592 ' 10' E o f 5.6- 71_fl o f'i',
._._lFC%19:0610rh--5 _X N h.10h i' A El. 592' 2' E of 5 6 0 'F' 11CIM . 23610-h -6____ ._ I ,,3 h.10h
__1FCN36-8610-h:1 X D3 _h.1014 El. 589' 10' E of 5.6 2' il of 'F' _111CD-irs 610.5-0A . _ - X __ - T lt
._b
_2FC&20:3611--h-1 X h}1 14 El. 590' 10' W of 7.4 8' W of 'E' seyv m e 6 8 H _2 FCD-36-8611-6-1_.__ _ _. X _ _ _ _ _ . _ . . _ _ . - . _ _ _ _ h.11h._ _1 GCN16-0612- 3-2_ ___ X- . h.12): E1. 576' 2' W of 6.2 0'E' h.12);
- 1. 577' 11' W of 5.10 'E'
__1GCN16-0612 6_ -X , I _.11tcN2-3612-5--10___. X _ ._ - - - h.12h Elh(23' 3' W of 4.55-3's N of 'B Sasse' Road B-10 ___J 'ICN2.-S612- 7-3 _ . . X- Is.12h N _ 2GC11-15-0613-2-0. _ ._._. _ _ _ ___ X _ h.13h Sasse Road Ds10 _2GC&15-0613-2-9._ __._ X. h.1316 SasseRoadB-10\ Sasse Road D-10 ._. 2GCA16-0613 $ _.._ ._ __... ___ ___.X__..___._ _._._.__.. _._ _ _ _ _..._.-__ _ h.1316_.___. _ 2ccN16-3613-2-7 . ._. .._.--X____ _.- ._.. - -__._ _ _ .._h.13lp. - _.-._.-Sasse Road B-10 - . . _ . . - - .. .-- 211C N P >13-7-1 X. . , h.18h ._ . Sasse Road u,19
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. o k.16_continueds.___ ---
..__Ep001_ UR. A1L}ladiggraphig_. Film Welds - only "4".Humber Location
__2ncB-20-S h7-h x _ _ . 4.134 Sasse Road B-10 Poseyviile D-6 N 91IDC-103-3619 - _ X .. _ _ _ . _ _ _ _ _ _ _ _ ._h.192 I___ Sasse Road B-5 _ 21ID0-110-8619-3-1_ 4.192 _ ___.011DC-23-S63h-3-1 \ ___ . h.322 E1. 586' 6' E of 5.6-7' S of 'G j ..__1CDA76- 3635-1-1 X @g . _ 4 353 E1.593' Cont. #1 _ E1. 593' Cont #2 i _2cB&76-3635_1- I X_ . V h.353 _1EDh5- S63hlbh 9 7__% # h.303 Poseyville C-29 Poseyville D-8 N l ___11Ich112-S61k-6 1 "A" h.1hh Poseyville D-8 N _ 11IcB-h8-S603-5 9 ._ h.037 Poseyville I-5 N _2GCB-18-S613-b2 p__ I.134
- Weld.."RL and_ radiograph _In cluded_with_tho _vendo r. do cumentation or_epooLIIIchh2--S603-5-2
*
- Weld _"B" .and. radiograph lnoluded_with_ihe_ vendor _ documentation _la fo _ ool_2GCA18-4.-3 _
1 31 Q.C.._IIold._Tasa Applied IIold_for_Digineering_ Disposition ! _ Note L__. Supplier _ roader's_nheete_ indicate _all_of the_above_11ated_velda_vera_aoceptable,_.an _ cy a ._ j by_a _Dochtol_ Shop..Inopector._ ___ . _ _ . 4 l _ __ . _ _ . _ _ _-_.3-_.._ l __ .__ __ . _ _ _ 4 . %. ,
h 1, 1 Ili!P i T c ot 'D s i
.em_kor__f . c ..__.6 1 1._.
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i ( Block 16 continued) Le d j
- a. Nuclear Piping Class 1 and 2. . 2. Radiographic Films. ,.," _
Contrary _to_th_e above,_ review of radiographic. films _ ansi._ reader's shneto rcreala thakradiographic_ film has not been received for the following:( All films were accepted by Bechtel Shop Inspector) Spool Register Welds Q# Location . 6-p ; ICCB-2-S603-7-5 MP-62-IlX A,B,C,D,E, 4.037 Saaec nd INM pop, %..Ed 6 Mb F,G,H,J,K, L, M ' l IFCB-15-S603-8-2 MP-62-24X A, B 4.037 Elev. 6028 8' W of 5.6 @ D ' f I C C C- 3 -S603 2 MP-62-199X A, B 4.037 Elev. 624' 3' W of 5.6 @ D , I FC D S610 5 MP-78-29 A,B,Cm 4.104 Elev. 5928 10' E of 5.6. 7' N of E-W B-36-S610-4-1 MP-78-40 A , B gi, C g ,_ 4.104 Elev. 589' 10' E of 6.2, 2' N of F D, E 2 FC D S 611 1 MR-78-29 A, B 4.114 Elev. 590' 10' W of 7.4, 8' N of E IGCB-16-S612-3 6 MP-66-6 A, B, C 4.124 Elev. 577' II' W of 5.1 @ E I IIC B S612 10 MP-63-11 A 4.124 Elev. 623' 3' W of 4.55, 3' N of B I IIC D-2-S612 3 MP-91-3 A 4.124 Saase-Rd-ibm % cyllle_ E- 19 Somlh j 2G C B- 15-S613 8 MR-66-45 A 4.134 E- 19 5wih 2GCB-15-5613-2-9 MR-66-46 A 4.134 Sas-ae-Rd-B--10 Sessu *Per yy R d - a v l e dh g ( I IIC-i lle. 6 88 b 2G C D- 16-S613 5 MR-66-54 A 4.134 fl Saare--Rd-B-46 Pay s lle. E- 19 Swih 2G C B S 613 7 MR-66-56 A 4.134 -Sas s e-Rd S-le pmqv ille._g-i3 %wth h 21ICB-20-S613-7-1 MR 7 A, Bng, C, D, E 4.134 Sas-s c-Rd D-10 pe,,4;lle, %- ,Jh d' ; ZIICD-20-S613-7-4 M R 10 A 4.134 Sa s ae-Rd D- 10Tn < ilk.r kf_g-f3 bS , 0 2 fi B C- 110-S619 1 MR 104 A, B, C 4.192 .Sasse Rd B-5 ? 4.322 Elev. 66u
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OIIBC-23-S634-3-1 MR-6-1 A,B,C u E vf-M. 7 , I IIC B - l l 2-S 614 1 MP-67-IlX A 4.144 Poseyville D-8N :
/b QC Hold Tags apylled.
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- 1. Prulust N.une Jota No. 10. grg 20. / ' Y No.
g Page d el dl- /
._ _ Midland. ___7220
- 2. Unit (s) 3. Drawing /Part No. Rev 4. Item Description 'G. Item Location Aux. Bldg. Ellj0,_E711 1 2, 1 Expansion Anchor Bolto Elev. 6J168
- 6. P.O. or Spoc No. 7. Scrial No. G. fleplacement Part ,,.,, D. Source 10. Contractor /Supptler
!!/A li/A P/N 3d secv . N o. CoJ10trucMgr1 IJ/J
- 11. Inspection Criteria 3 ,3 no C]50_EH_lQ C150- c ^"'" ""' ". a r ra CH za. 14. Di$caad D"'ing 15. Espaip Furnished fly Dowo 00 sPcC GoTNcp No. 030_5j,_Ilev. 1 , BH-3,"f*"E'
O _v [ 11"N7" Ovc=$"c rC"00 " OarC:o (XcOHsr O Ti.si OCuCNT OcHa Diri.a 1 G. Nonconforming Condition: ! 24. Disposition concurrence Spooification_7220-C-30$_nev._3.,_pago 6, tablo3 1.1 liota tho flE W O sl H ga g. J g;c y gel P Altf L8h[ A5 85 minimunngn3 bd S mgrl t _ depth for a 3/Ji". Expansion Anchor l'o_5". Contrary to 110 3 abovo,_ the following, expanaion anchors in the lower cablo opreader room are embedded in
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the rango of 1 3]ls" to h 7/d". 5 Pa#0 JECT ENGaHCErt D A T 8;
, PROJECT CONSTil QC CreG8HCCN DATC AU THO 440 Z E D 8HSPEC T O rt DATE Continuod pago 2 1 stopor d ny Date / a'd Dy Date 25.: Disposition flosults
- 21. ttouting
. ;( h.) D om - % ') * ')
TO 78LLD ENGINECit0NG
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- 22. Oficid Enginscring Disposition %f tMDSuttet4_.RE@tuPED._BY _1/JE .7 ;
"Ucc no la" for the following reasons: (1) The vendor'n reconynended embednunt in 3-1/1 6
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- 23. Project Engencoring Disposition t
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E=iEimPT KWK-BOLT D' @M W h E(M Concrete Anchor Line #~4a-. > ATTAc.h an 2 - Fia-b bz?osmon lac.e."m.e5E _y.5 j" M .. ... N' T?,1 E=4L*"""C Kwik-Bolt Stud Anchors H'"i "*S-Sa"$ a m'au'aiu'48 "om'*"$5+ a's" 4 S.e (including Nuts and Washers) Zineineepeneen Two and chromate plated for estra protectione sst. agains spr.n
- B Q strong 350' ancnorage ,when tne Hdti Kwa-B
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Stud type Hitti Kwik Botts come complete with e.ut nnd
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- 44. _ 4 Bott site is hole size. You use smaller bits, recute c p
aval;able for virtually ,any fastenir:g sec ,
. ., ;*W '
Cat. No. No-W;2 ,8'
;. ~.'* W /
} Key Description Thread _
Min. ' Bit Size Oly.per Length Imbed. 5500004 705! 14 158 Size box / cart.
%*>1%"
$500005 E0 14 214 4" 1%* T. ,a e
$500012l70S< 14-3 %"x2%" 4" 1%" 100/900
%
- x 3" %" TE 60 %
5500325 I-1%~ 100/900 100/600 J.d
-in ;
' HKT14. Tie Wire. Anchor i
' % "x 2%Hole 7/32*
"[ 1%" TE 60 %
100/1200 7, , . '% 5500"26 81 38 218*
-, ..;p;.;
"Ni 5500030 82 35 234* %" n 2te" i
%" 1ss " ;
5500034 53 38 312*
%*x24" 1%" t%"
i 100/600 ' 2 " m 3a " 100/600
*1-5500035 713 1 38-5 * ; %~x5" 14" 1%' TE 60 %
100/400 Vrg.M 55000521 E4 lu* 1%" 50/300 . -- jf k .m M-12-234 + '%"x2%" * (- 25 12-334
- 1h" 2%"
.% ; P e
5500055l 5500060, 71712-512* V"x34" W" 5%" 1%
- 2%" - 50/300 I v,, '
5500054l719, 1%* 2%" 50/200 # 12-7 * % = x 7" 1%" 2%* TE 6(' !.: 25/150 ' *a 5500074'720 58-312* 25/150 l '
$500078 66 58 412* %"s3%" 1%" 24" f e
$500082 723 58 6 * %"xdb" 14# 2 4* " 25/150 '
- 5500084 725 % " x 6" 1%" 25/150 i 58s12* %"x8%" 2%" TE60 8). g ? *Ic 1%* 2%~ 25/100 A
'5500096' 87' 34-414
- 25/75 5500100 88. 34 512*
%"x4%" 1%" 3%" ~~~ [ -
i acMirse( m l %"s5%* 1%- 3%* 20/50 ,. e 1 SbOO1Cd 1301 3 a.7 34 812* s
' % = 7" u'x6h" 15" Ih" 3%" Te en u i 3W '
20/80 inaen
'h 3*
i *Y 5500112 731 l 34 10 * % "x10" 1 10/30 _ , 5500126 733 1-6 1%" 3%* 1 10/30 J [? 1" s 6" " ?v e 1500130 734 19 2%" 4't* ___
$500134 735 1" z S" 2%" 5/30 2. -
1 12 4%" t
$500143 73S !
1
- x 12" 2%" 4%" TE 601" 5/15 5/15 J*
114 9 1 % " s 9" i
.- -- -- . e
-*[t500152 737 114-12 3%" 5%" TE '
1 % " x 12" 3%* 5%~ 60 i n ,, 5/15 5/15 s hsted ,
. Average Putiout and Shear Values (Ibs.) u for maxim m on embedment of l (Snear value is given across threaded section of bott) gest anchor shown- N 2000 PSI CONCRETE Diameter Pullout 4000 PSI CONCRETE b. r' Shear Pullout 6000 PSI CONCRETE
%" Shear Pullout
- 2500 1653 3350 Shear v
%" 2612 3583 3792 4600 5419 3350 5403 2359 (
9000 EE97 6265
%" 12300 10232 _
- 9000 13378 15300 11522 4" 17000 15437 16003 15195 21000 15437 23500 16486 1" 23600 18200 27355 27500 34491 21009 O
_ 1%" 26800 35000 36394 3S543 40900 . 356E0 44400 49596 Notet size. Maximum working loads should not exceed % cf the a verage values for a specific anchor *1 t./ Actual factor of safety to be used depencs on the application. embecment depths, request Hitti bulletin orTR 111For comprehensive inoependent L each anchor sl:e at various
Summary Report-Kwik-Bolt Tes:ing Pro-
, .. w ~= * '~~*~ _
~ ~ ~ ~ ~ ~
- ~ ~ "' ' 7
2
- g. ' .
k kN NONCONFORMANCE REPORT
- i.PnOJECT NAME JOB NO. ,
39- 2a NO. 859 PAGE 1_OF.2 ggg g
- 2. UNIT (5) 3. DRAWING /PART NO. f1EV 4. STEM DESCRIPTION 5.1 TEM LOC i~ON 3 Comb
_ .Comnon _. _ __ _.. _ _ _N/AA ___ ._ N/A __._25_ Pea._26'i_CoatcL&_HrappLd_ Pipe ___. _ Ghop & bhEne EdLa
- 6. P.O. )()(N Il CEMENT PART Dg 10NSUPPLICH Ia /f5( F "'H # h
[ 1220-MlOll A Rev.h . thru_.2'i I
...lonstruction TTT_Grinncil,_Kerr craville,_N.C-
- 11. INSPECTION CHITEHIA IR NO 12 ^
CT I I. 13. SKETCH ATTACHED 14. Discovered During 15. Equip Fi,enished By ()DWG { ) SPEC Ol} OTHER N f/R 20 gy0 p .AS'j) YES { i NO ()YES O(I NO ( ) Rec"g KlConst ( ) Test ( l Client KlEng ( IFLO
- 16. NONCONFORMING CONDITION: 24. DISPOSITION CONCURRENCE 1hterin1 Requ i n i tion __7220-M-10bA_Rev_5,_. Para _3_.requirca r @ L L p n.Ar z.
r rk er ett _ repair use og l3
. vendor _to supply.nCompletcLEarm_H 321=D_niong_with_ required _ documentation _. contrary -
.to_the_aboyc;_the_E _321-D_for_R.O _33!!9._1fhich repreacnta_21nca._of_26"X20'._coatedh, , ' g_7/8 iga and..wrappcLpipe,_la_. incorrect _in_ntating ibc_ Certified _thterirtl ' Pest _Reporta_(17.1 . .._
and_ Code. Compliance._Reporta._(164).are_UOT_APPI;rcATir.P (Ref _Bpec 7220:11-201._Rev_6,__3 g ( , g_[ ~ m_9 0)._mment-iv -aten_m icinany_identifica_on_NcR_//l hn i ami
,Mfp ,_ fef g
, BY DATE 18. LI JEDDY DATE
- n. w seu u msms, U.N'd4TS '27twAr 2/4/nm 4tCI'FY) wa 7 4 ~7 7
~21. ROUTING: ' '
hTO FIELD ENGINEERING ( ) TO OTHER
- 22. % Field Engineering Disposition ( ) Field Engineering Hecom6 ended Dasposition to Prc4 t Engineering NM! d_Illi. _E.CC11PJ2.hW1W bilPl_lWlSOR__li__E.4OBTh10 CGRBE.CTU.h '
tT eo_P cr32a-Jusanm_un w vnetaraccumaenp$}/"Aptemn,y_AA?
$0h
- 23. Pi1OJECT ENGINEERING DISPOSITION
~
- 26. OC ACCEPTANCE OC ENGINEEn DA TE AU illOHlZ E D I' TOR DATE
eV NONCONFORMANCE REPORT
- 1. Project Name Job No. 19. 2-fildland 7220 No.860 Page 1. of 1 l
- 2. Unes(s) 3. Drawleeg/ Pee +-N+.- Rev 4. Item Description 5.
Item Locateca E-3 North Br. ! Common 7220-M-610, Sht 1 3 _ Pipe _Spoolo D2 Sou_th Pooooyy111e Rd. :
- 6. P.O. or Spec No. 7 Serial No. 8. Replacement Part ,g, 9. So.uce 10. Contrac tos/Suppaier ;
7220-M-10lA i Sco Block 16 P'" ggA arv _NM ao. -N/A__ _ Vendor I'l'f Grinnoll !
- 11. Inspection Criteria i n. asua auvaoniaco i s. is. t.iusp rurnished ov '
,n no N/~A '"
surren arracuco 14. Ds covered ourins Dowo D' r e c_D ui s e r a . ao. _li-I201,_.Itav_ 7 gl 'v"r's""O"u o O E" Date:a acomer O vesi Ocusar Ocas Or'o <!
- 16. 24. Disposition Concunence Nonconforming Comht$"decifh atiorL7220-M-201, Jtove__7, _ParagraplL9.1_a t at o o_in_part : "h
_ 1 HEwORM nEJECT MEPAln itsE Asis collor chall ootablish and maintain a oystem for the control of quality during fabricar __K _ , _ tion and chipping. . . This ayotem shall bo organized in auch a manner that it will bd __ 7[a/T[77_ va } possible to relato overy component of the finiohed spool to ito fabrication history".,, ng r ricou euG ncen sa9 e seneen Contrary _to_tho._abovo,_ thora. aro__two_different_ documentation _packagoo_for_tha_nama_opoofnt j X/X M b oave2_-2h_lN _. u te n OC nwaber2__OllDC-1-8610-1-3 (Mn-91 201x) nnri nunc 1 nt;1fL1-3 (im,212121)_ NGO2 Let7 oATr>/- 7_Z b, "Q" No. Is.185 _2_ Q.C. Hold Tago Applied. IIold For Engincoring Dispooltion. f
*"""~"""" "
"""71"%o77Af627n W @2@bwAG %r-n 23, it g M To FIELD ENG0HEERsHG d to of ik (sPECIF Yh '
22 Feeld Engineer 6ng Desposition Ogte anoincaneno nEc umanoso oesrosersapf To resoJect anceNEEPING kb _IOD._ .Y.CIC1.INbh\M_ UEEEMlbOEd_DSMblN._lllU OOllNKT natunnerumco_vhcxAee_av.cmu _suuncr mcot .Tm_auccanecv_ , Phc.KAC,ES _hPS TO__t.G__YOtDP D _hidD__D15005F D__C 19 ACs@RDh1JC MGth StriL'. PROC.U_tA lYalS _m_ d a A NM2/;"_ ,
- 23. Project [nyncering Disposition !
~
i
- 26. oC Acceptance ,
QC ENGINEEn DATE E-~
~
aurnonezzo ensercion l
k . I L 1 I q 3 ~vn 1 ~d NONCONFORMANCE REPORT
}
'}4 Ic(B
- 1. Project Name Jets No. 19. g 20. 7 7FO l' Midland "*- ''
- 7220
- 3. DraMag/Put No. Sgg Iflock 4. Han Desc Iption 8- h'"***"*"
- 2. Unittsi Nuclear Clano 2 and 3 Soo Block 16 16
- E' Common Pipo_ Support _Componentm
- 4. P.o. or Spec No. 7. patal No. 8. Repiecenient Part ,,, 9. Source 10. Contractor / Supplier N/A N/A ren R/A. nEv .E/A no. __li/)L Construction N/A II. Inspection Celtesie . 2 32, 49 a A HOR 8 2 E D g 3, gggTCH ATT ACHED 14. Discovered During - 15. Equip Fennished er In NO.
Onwa DsPEC QorHEse es o. N-326 Rev. O - O'v"Es"" E"ra'a " E'" U" DaEC:a DConor O vEsi DCuEnvK1Ena Or'a ts. Nonconfor nin, Coo.uiion: Field Change Roquest M-513 to specification 7220-n-326, nov. O, 2 *- oeai a c '-a=* g R E Wr O R M REJECT UIEPAIR USE AS GS requestod clarification to Section 5.0 (Installation / of tho specification.- Construction's intorprotation of Section 5 0 is that it allows small holes to bo /P,/74 = - s rA,e--m-drilled in hangor base plates for the application of grout to the grouted in anchor ~ bolto. Resident Engineering Memorandum No. 217 states: "It is not permitted to
' " ' ' ' ' ' ' " " " * * * " ' ' " ' ' " "^
drill any sizo holos in the hanger base plate for the application of grout for the AUT HO stI Z E D INSPE CTOR DATE grouted anchor bolte." (Block 16oontinuedonpage2) , g, . g, , J%-1 3}
? Q kk'L Y ' . ,,._,,ng p , . ,. . . .. .. . . . .. r. s ,..g......C.., o
- 22. QFietJ Engineering Dispostion Ors ='o eaosacna'a* asco"acaosu u'5'o5'W a rao**c' 'aa5'a'"a
- 23. Project Engineering Disposition
- 26. oC Acceptance QC ENGINEER DATE AUT0tO RBIE D INSPECTO ft DATE l
e I E e' 5
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. BLOCK 16 C0!ff1NUED 2a ra:gg opM__., i: NC3NO.
NONCONFORMANCE REPORT (CONT'D)
. At _ the_timo. Resident _ Engineering.Momorandwn.fiquR17__was ignued,_ tlio_ pipe _oupport._ base. platen _lin ted.pn.NCR_
pagos 3 and 16 included additional holes that are not indicated on the pipe support detail drawings. DIDCK 11 C0fff1NUED "Q" NUMBERS BIDCK 11_C0_fffINUED "Q" NUMBERS
,,,; P-2,10-611-h h.112 P-2.10-619-5 h.191 P-2.10-610-14 14.102 P-2.10-617-6 13 172 P-2.10-610-6 14 102 P-2.10-603-7 1.035 4
P-2.10-611-7 li.112 P-2.10-6014 -6 h.045 P-2.10-610-7 1.102 4 P-2.iOT633-6 14311
~'
~P-2.10-6ii 6 I.112 4 fd Q.C. Hold Tags Applied.
P-2.10-617-9 h.172 Hold _For_ Engineering _ Disposition P-2.10-631-14 3 1.321 4 l P-2.10-617-8 Is.172 (DLOCK16CONTINUEDONPAGE3) P-2.10-616-6 13 162 P-2.1 617-6 h.172 I P-2.10-619-la 14 192 P-2.10-616-7 h.162
~ -~
j P-2.10-$il4 10 14 11 2 ' P-2.10-617-11 h.172 .-- P-2.10-619-6 1.192 3 P-2.10-610-3 1.102 3 ' P-2.iO-611-3 lg.112 P-2.10-611-5~ 4.112 P-2.10-610-5 h.102 . P-2.10-610-7 Is.102 _ _ _ P-2.10-612-3 14.121 P-2.10-612.-It i.121 t . . - --
._P--2.10-613-h h.131 - - - - - - - - - - -
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, 3. t,10 DAY PROJECT NO: 7220 M 4, w. e.,,g sesC. RE V.
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Insts.!ation, InspWtion and CoCUmentation o 7220-M-3?6 ((~ & 22: .cr. cae. c:CRG 2 0 ~^ W Section TII. Pioe su222.r.f.s. Hancers, and Restri VENDOR Otictut e 215 inch and 1aYge Piping.
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- a. C,2:,c= R acussT i sKirCs The field requests clarification of sections 5.0.(installation) _of the specification. Our interpretation is that section 5.0 allows the field to drill
- 3/8" diameter holes'in the hanger base plate for. application of grout'to grouted - - - - ~
in-anchor bolts.- The field uses the. hanger baseplate as a. template to hold the anchor.. . bolts in place during application and curing of the grout. See sketch below using a. 5/3 diameter anchor bolt as a exarrple. ~
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tiote: The grout holes are located so that minimun edge distance between the. bolt _-
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- 5 O . /AAo Contact F . M A7.E I RC l 1T IS bT Y E R MII I I'D IC 'DRI 'b STM/ S V:Mii heLE tu T HE M -A M c-1E eit,, BA G ?LATT i:oA -
THE - APP Li c AT\ ON OF Ct?t.ouT Fc3A rHE bC\.lT E D IM- MCM41:3l. Dt:2 L 'I 6 . I.nTe n.tM A-?pnevAL 15 NoT t.r.' AsTe c Po p me , l EISMNCYD OM. M
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IIetes: Grout hele location sketches
- 1. Grout hole location dinensics tolerance 1/8".
- 2. Most grouted installations utilized flat vashores, therefore, in m:nerous cases other g= cut holes nay exist en hanger base plates beneath flat vashers.
3 Grout hole diameters range from 1/8 to 7/16 inches. In some cases additional a=chor bolt holes are also indicated on the sketches. n-m os m
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E* 23. P8883JCcT LNGING. THING Ot5r0 Sat:0f. 2 Project Engineering has evaluated the of feet of deviation in conctato cover . . l % . and has concluded thte there gre no adfet,y implicati,ons. llence "vss as is" .
*f dispoaf tion recoimnonded by Field Eng,litcering la acceptable s
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and froat 1" to 31/4" on the jnalde of the vallo. For the uouthcaat wall on the outside ehere the cover ja to 4 be 2" the range is from 2 1/2" to 3 1/2". See Attached Sketch. Ilold for Engineering Dioponition. "Q" List # i 1.103. 1 Iloid Tc.g Appited. , t i
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- 1. r640 a t.13 i G NO.867 7220 ' ~ ~ " ' '
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- 2. BINtitS) :n uilA.csit;;P AIIY NO. HtV l 4. SitM 0tSCel: Isolation Valvo Chsater
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- 12. A';Mt Aultidntit0 13. 5KElcli Af ACHED . I4. D.wav-*ed Durme j f l . IN5F iell0N C He f E 8il A IR NO.C-1. 21-2 8 XX V t3 i NO l IHec*e K3Ceast t IT..e j i Icl..no i It..Q(XISLD 1 i tau i:0 mc I I oristsi 5.u.C-2.11. Rev. q3 INS,Pj Igl tyy u ' 24. Dl5 POSIT 10N CONCunRtNc6
- 14. P.ONCONFOne.ana conog]Icis. Feedu.ater Isolation Valve Chamber wall Jr2 Wing number
#11 versioni reinforcing at 12" center to center. The
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nutside (.sc. #h , "[ '/.,.y l ' Concracy to tha above, nunnarous vertical bars which extend about 2 ' ' " *[1 ' ' ' " " " * " ' {; feet per TCR J 4!.0.irka the roof slab where saved durtag the placcuent of concrete for the* walls.
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- cutnido of the walls. ranges from 1 1/2" to 5" and froe 1 1/4" #'""'"*'*""""'*"
the cov r. on ti.4 DATE ' ' is. atroHv(u uv Dart is. ,yAU D(710 WV . ft.J Oa-.t>N.:w-, '
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, Project Englocering had evuluated the ef fect of deviation in concrett covdy and has .
l concluded that there are no se(aty floplicatione. Ubat;e "046 as is" dispoWition l racoinend.d by Fleid Enginocring is acceptable. , .
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range in f rom 2 1/2" to 3 1/2". S' o ittaciicd aketeli.~~~Iloid for Engineering Dispooltion. "Q" List #1.103. I lloid Tag Applied. ; 9
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V . k._ l EX Y s elf b . NONCONFOnr.1ANCE REPORT r o A . A . 't ~n ~n ; l- - . e.or.c i n.... Jute No. 20 ID;. g6
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_ .. .. M knand _. _ _..______ _ 7P20_ g,pr7 I Draxir.g/Part No. Rev 4. lie.n Description Pipo repair Of Ond
- 2. Unny 3. '
' *f h 'd'd 'My NT,t?y,u. M/ '/4 I 7,y * ,
. _.___.CotEWn .___ __ __ _. M.169. .(Q) _ ___ _1/E2_ __ _ prep. base. metal n I.dp')N rabav.Ghop_/Md_c3//,7 G. Senal No. 8. Replacement Pars , ,. g 9. Source 10. Contractor / Supplier N*9 #*'f'g /
P.O. n.204.nov.Or Spec No.5, 7.v._.n/A'v" H/A acsr E/L NO. .U/A- Construo Hon _ N/A
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- 11. Imtaction Cntsri.a
- Ml".' n No UA i z. as.uc auTuonizco i s. sucTcw 4TTAcnco 14. t scovered During 15. Equip Furnished Dy Dowo Osca c utn NO. N I OVd _ yES NO OncC:o GCONsv O TEsi OcciENT RNc .Or.i.u.
I D@N/pj,,, 1G. Nunconformmg Cundition: 24. Disposition Concurrence Epocification_7220_&20h'Il,e m7,_ paragraph _L2.1 ntates._tintt i nLwonn ucsecT re c ra a re usE as es ,
._"Eiitaination.and. repair of_defoota_be_in_accordanca_trith_tho_Nuclonr Povor_ Plant _Codo '
._paragrpp1. 1 Inh 500_..f_or _the_applicablp padunt_fo.ra,.. ..e " Spoolficat1.on_7220-G.27_ pro-PrtOJECT IICLD ENGif 8ELes inATC .
_cedura_upccification_IRP.-LRcy. 0, paragraph _6.1 otatcu that:___'!Repaira ahall_bo g;_,. , g.3., ,, ,
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_fnlly 0ocumented. and._the.recorda. maintained _in_tho appropriate _QO file _.for._all_ piping __.._ . _ ...__ . ..__ _. l'83OJECT CONSTet 44C Er4GINCEI4 O A T L; _.nyfq.trins which remitre 0_C documentation"- . AUTHOSIBZED $NSPLCTOR D ATIC 4 rContrary to'thn abovn. only n WR_ lun1 ri . f'ill nv mn+n1 1.ritbil-n1
,- Dai. 2s. Disposition nciuris iv.-7.po,tco oy is. V fiyragi . y
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2:umn..v EE.HING H ECOMM E N DL D OthPOSITION T O Pr OJECT ENG r LHING
'4 3
.n. O ricia En.ii ne*"' D"""'"'" d'k8E4D Irojec EEG$"ngineering Disposition Required by 7/?7/77 "Use-As-Is". The work consisted of building up the weld bevel with weld metal to correct a gouge and grinding flush prior to welding the joint.
The welder that did the work stamped the weld joint, and will be_jdentified ; on the llR-5 Form. It is Field Engineering's position that the weld metal build-up and grinding i
- 23. l* oguct Eng,msering Disposition a
2G. OC Acceptance QC EteGINCEft DATC A UTHO RI ZE D lid $PE C top DAYt e [
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NONCONFORMANCE HEPOllT (CONT *D) 20PAGE 2 0F.1. , IStJCH NO .060. .
. Block.16 continued:.. .. _. . . . . . . . . _ . . . _ . . . ....._ _ ...... ... . ._ .. .._ _ . _ . . _ _ . . . . . . . . . . . . . . , _ . . . .. ..
authorization) .wao..uced..to. document.a_baco..motal. repair.mado._to..a . wold cnti_ prep.on .H 169. F.tcld .Vold. .
~
_..___3CL and .Flold )leld 6. ._ A .M1-6.. fom .10.no t..oonairlored.pomrment. .QC_ documentation... .'Iha_infonnation _.from . _....... .. .. ___.__.the..UR-6. .$m.la to_bo.nomally_tranuforred_to an. accompanying. VII--5 fom.for._tho.purpoac..of. -Q0_ doc _ ._ _ .. ....
.lugentatioq_(Hoforengo._DQAM_ appendix _3)2 _No_M1-5.Fom bao been iocued._No NDE uan_performod,. _ . . . _ .
N _ _lio.14_Toca Jpplied ... _ _ _ . _
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IIold_for_hcinc ering_Diopoo t tion
=- -
--Conditional Ralcano:- --
l A fonditional_Ilolcoce_.i.n..Iqqugs.ted to ingtall_both_.pipo_qpool field woldo and allow work to continue
._t..h.r..o. u. gh_ hyd. r. o..s.._t..a._ti_c___to__o_t..i.ng.
For ro trievabili ty. ., backf._ill. . _m._a.y not__p.r.o..c..e.e..d_ o._v. e..r.__tho_se_ fi.e_l.d.._v_ol. d. .a_ __ l . _ . _ . _ '$]0 6* & El 77 An P 1f/ - _ _ - . bato
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j PF@S g- Dato 7AI / / Dr.de ' l/~ O Block 22 Continued: ' prior to. welding the joint did not constitute a base metal repair, since the work was performed in___.. . .._._ _ _,j - . the wel_d__g_r_o_ov.e, and tha t a sepera t.e___WR-5 For_m._.f_o_r._the weld n' evel correction is not requir_e_tl _ _ . _
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