ML19329F031
| ML19329F031 | |
| Person / Time | |
|---|---|
| Site: | Midland |
| Issue date: | 10/31/1977 |
| From: | CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.) |
| To: | |
| Shared Package | |
| ML19329F027 | List: |
| References | |
| NUDOCS 8006190826 | |
| Download: ML19329F031 (252) | |
Text
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,3., LOG OF NONCONFORMANCE REPORTS
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1 PROJECT NAME Midland I & 2 1 7220 a 47 JOB NO. PAGE 2 3 4 6 5 7 NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED C'.OsED BY -
554 10-6-76 Dwn. C-202. 1-#6 dowel missing at El. 624'0", 12' R epair 11-19-76 M. E., Foote
.. west of 6. 2 on 'A' line wall. Aux. B.1dg.
00 555 10-6-76 C - 2 31. 2-#6 rebar damaged by concrete drilling.
c El. 624'0" @ 'B' line wall. Aux. Bldg. Use as is 11-16-76 M. E. Foote o 556 10-6-76 M- 104 A. Studs do not include the results of the a st re s s-ruptu re test on the Certified MTR Use as in 12 6-76 R. S. Morrov g' 557 10-6-76 C-38. Dwg. - C- 3 863 8. Plate bent at an angle of 3" Std.
g lue to a crackedWid- Repair 558 10-7-76 C-305. Expansion anchors used to fasten hanger .
10-lFCB-19-H7 to wall. (over 8" in diameter) -
h-13-77 G. Yeisley 559 10-6-76 Ivi- 120. Two valves have a film of rust on the Use as is 1-4-77 H. Boleen internal surfaces. Item #5. 3 & 5. 4 10-8-76 560 M - 1,17. Quality- Documentation Package has not been received at the jobsite. -
Doc. 1-13-77 11. S. Morrov 561 10-11-76 M- 9 3. Aux. Bldg. Crane components exposed to 5 b __ _the_wrather .
j?wg. M-616 Sht 7. Wold _ completed without th yp" tND70n'5,a onf irdGNL] 7 D. C. Thompson U80 88 i8 12-6-76 P. W. Ratter 562.- _10h3-76__ _hthorizet Inapector's__IIold_. Point on WR-19 Form 563 10-14-76 M l.0A A . ASME III Class 2_ & 3 Studs and Nuts, mark-ing & Documentation Relect 6,16.-77 R. S. Morrow 10-13-76 564 Dwg. C-259, 3 Vertical rebar located outside of E"7 6 7" 6*""
Us As I8 horizontal rebar rather than insid 3. Aux. Bldg. 11 7 6 B. T. Cheek 565 10-15-76 Dwg. C-274. As= built conditions do not conform to Use as is
. sect. E of dwg. Aux. Bldg. 61480" @ 5. 3 & 7. 8 Repair W M. Foote 566 10-15-76 l Iwa s. C-214, 202, & C-27 6. 10-#5 rebar omitted at
.El. 634'6" and l-#5 rebar og)itted at El. 634'6" Aux. Std. Repair 10-18-77 M. Foote 567 10-15-76 s C-2 h C-282. Rebar
_Dwg omitte s ._d--_10,_Q- 219. C-Aux. Bldg. 14 0u56850n Elev. Use as is 1-34-77 D. L. Osborn 568 10-15-76 Dwgs C-213 C-140, C-282, C-284. Rebar omitted.
Aux Bldg, 6 h0", G, J, Hk, K line walls. Use as is 2-1-77 M. E. Foote 569 10-15-7/ , _D_wgsC-213, C- 140. C-2_8_2. C-284. R ebar omitted. *
- Aux Bldat Elev. 614'0" 5.6 line, wall 32. Use As Is 2-4-77 B. T. Cheek
, 570 10-19 '.6 _Dyg_.c_h29. South _wan ntrant. 2 feedwater_ chamber __ Use as is 11-19-76 D. L. Osborn
__haa_5" to 5_3/h"_ clear cover.
571 10 .9-76 DwJ,_ _C - 6 5 8 & _ 415. Type 48 embed notched by_mistq_kg '
R W rk 12-3-76 R. Valentine
_and_E .?. emheAe notchnitno_dec .
i 57 -
10-19-76 C 20Ba__EinencacL9f_ElyAsh t9 o._w. S.pecific -
surface varied from average .
more than 15% Use as is 2-8-77 T.
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LOG OF NONCONFORMANCE REPORTS
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d' i Midland 7220 PROJECT NAME 8 JOB NO. ' PAGE 6l' 2 3 4 6 5 y NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. Ct.OSED CLOSED BY 4
820 6-3-77 M-1.13. B & W QA Data package har not been Doc.-
rec 'd .for Atlas I4fdown Coolers lE-57A & B R ework 9-28-77 J. R. Slifer 821 6-3-77 C-208. Field cylinders initial curing temperature out of specified Inmits. Use as is 7-20-77 B. T. Cheek 4
822 6-6-77 G-27. Welder qualified to ASME Sec IX welding to an j AYS procedure
_Use as is 8-1-77 A. L. Boulden 823 6-7-77 M - 3 26. Hangers with greater than 20% of plate greater hse as is uhan 1/16" from wall, 2 611-3_33,1-6E9-6, 2-617-9-4 Rework 824 6-7-77 C-231. W_ater_sion_ partially _emheflde_d. will not nronerl r embed completely, DWG C-275, 628'U1 634'6" '
Repair 10-10-77 M. Foote 825 6-8-77 c-211. curine not_ applied _to thn vent cann nr +hn Rervica witor Untnininm un11. nupf 1 in Use as is 8-2-77 A. Lamach .
- 826 6-10-77 C-2. Tendon sheathi5g placed circumferentiatl $7- 1/Z'
- tii the rt. of centgr111Hrurghown 'Un-dwg- tuut of spec. ) Use as is 8-1-77 827 6-13-77 Dws - C-228. Grade Ah90 bolt does not have a washer Use As Is 6-20-77Td< B.T. Cheek 828 6-14-77 uncler__tha_ head. 6-21-77 B. T. Cheek Dwg. C-281. Due to mislocated rebar, electrical penetrations cannot be installed. Aux. Bldg. El. 624' R Pair 8-25-77 M. Foote iA.uc.Fipe spool 1GUB;13a6D-1-7 not truly R ej.ect 6-20-77 6-14-77 829 circurar as called for in spec. fol F. Mahala 830 6-15-77 E _42..
_ 3" GRS damnaed by drilling in RB//2 Stab @
593'6". 2BA049 Std. Repair 6-29-77 D. M. Colne 831 6-16-77 M- 104 A. G-J2_1_D_ansl._Q_uality Verification Documents io_t received for two spools. Rework-Doc. 7-28-77 J. W. Millsr 832 6-17-77 E-230.___ Average _iempgraturn for nonnrnto in pour lelex. 6-Z/~// B. I. Cheek r(_7_3h.081n ' below_70 use as _is 7-15-77 D. L. Osborn 833 6-17 77- Dwg. ' C- 2 26. Grade $490 bolt does not have a washer ' ' ~ ~
leko (- i 1- ti u. w. PeliesieT under the head. Use as is /-28 '/~/ 8. T. Geek 834 6-17-77 M- 104 A C. spoot received nas attierent number
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than vendor sketch by the same shop order number Reject 635 6-21777 12wg. C-198. Anchor bolt holes for Centrifugal _
Water Chillers moved during conc. pour Aux.845 : Rework 836 6-21-77 3 .10h. Weld _ repair on_8gool_0HBC-1603619-h-11 not P. W, Ratter Use as is 10-11-77 837 6-2IT77 bb6h,bG- 3Zl- D and appIElHii Ouaiity VeYfitEtitTD
" Documentation not rec'd. Shop orders E-ME-UU6,4 /4 .
Reject 6-30-77 J. R. Slifer 6-21-77 C 230. Air entratnmElit Et-}iUirmf pluremeni iuu
^
low (2. 6%) Y{620)a Use as is N 8-2-U L %a m
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LOG OF NONCONFORMANCE REPORTS h '
PROJECT NAME Midland 1 7220 a 62 MB NO. p 2 3 4
- e s 7 NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DisPO. CLOSED . CLOSED BY l 879 6-Zl C-Z30. Air entralnment of concrete at point ut placement too low (2. 8%) Pour SWR (636. 5)b' Uso as is 8-2-77 A. Tamach 840 6-24-77 C-231. Demineralizer tankn grouted an Non-Q 51dtedt;l of 'O'. Aut. Bldg. El. 645: Use as in 9-22 77 S. Kirker 841 6-24-77 E-42. PVC conduits 2Eg:001 & IBC008 damaned by
~6riHTiig, Aux uldg, 5'84 . Drilling permit #640 Repair 7-13-77 S. Kirker ,
544 b-47-7/ 1(F ID6AG. Dwg. 4 - b 1 ( b. Material in hanger saddle not traceable to the MTR. Reject 843 6-27-77 c-2. circumferential location or vertical IEftthing_o_ut of +1T" tolerance. Use as is 8-1-77 B. T. Cheek 844 .6-27-77 E-205. Insulator pad on switchgear bus is broken g 845 6-27-77 CL- 3.10 B.T. Cheek Cf 603%. 7)c'T_wo tickets with hich air content. pour number Use As Is 8-11-77 8E 6-28-7 M1-T04AC. Review of radiographic film records and Doc.
1C Records reveal missing radiographic tilms. R ewo ric 7-28-77 J. W. Miller 847 G -lll. Dee 6- 9-77 exam tnaT[on. imperfection Uriit #2 line rwelded plHTe. prior to dye Az.3I5u E1. penetrant 638- Rework 7-13-77 A. L. Boulden
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848 6-30-7T-~ ML Irelip impertection werded prior to--dye penetrant examina tiUn, Uiift #2 Tiner plNte. Ar131 0 ti. 67U: R ework 7-13-77 A. L. Boulden 849 6-30-77 C-230. Pour C(744.25)a', 17 yds of concrete placed TvlHThigh air content use as is 8-25-77 D. L. Osborn 850 7-1-77 C-38. Documentation not received for ASTM A-490 belts and nuts. lework-Doc. 8-9-77 R.-S. Morrow 851 7-1-77 C-230. Pour CC(634.2)a', 6 cu yds concrete placed wit 1 1
,high slump test renults. Use as is Telex.g ,
7-15-77 D. L. Osborn 852 7-1-77 1M-ZO4. Valve installed backwards, M-604, Sht 15, n U FW-46. neWork F. Mahala 7-27-77 853 7-5-77 gp1 ggtple_d_srhile_insta1Lirig_ hanger . Aux nlc g Use as is 8-18-77 B. T. Cheek 854 /-5-// f1-D4. Quality Verli. Documentation Package not rec'd for 4 gallons of Gacote Water Sealant . M-T4 Reject 7-19-77 J, R, Slifer 85S 7-7-77 .M _104 A. Radiographic Reports not received for Rework- 11-1-77 J. W. Mille r several_ pine i _ spools. noc: __
856 7-7-77 y_-204. Minimum _ wall thicl3 ness not ach_Leved. M-612.
Sht 1, FW#13 & 14. Unit #1 Dome Piping. Rewntt A-41. Storage temperature 07 mecztalicannot be
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857 7-7-77 Telex. 7-89 7 $ 0heek yerified. Use as is 8-1-77 i B. Check
LOG OF NONCONFORMANCE REPORTS
' Midland i 7220 63 PROJECT NAME JOB NO. PAGE 2 3 4 s s ,
NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 858 7-8-77 c-30b. 3/4" expans1on ancnor Dolts not instaiiea to tne minimum aeptn. hux. uldg. t.iev. 646: Use as is 8-17-77 G. W. Brown 859 7-8-77 M 104A. Yara piping does not !TaVe Certified-MTRs' Reject or code complia'nre7 ports Dondevork 8-23-77 R. S. Morrow M IG4A. Iwo diTierent d5cimTitation packages iur 6W 860 7-8-77 same spool pieTe OHBC:1 S618:t=3 Use as is 11-1-77 J. W. Mille r 861 7-8-77 10hA. Pipe _ Spool 601A_h0_cannot be fit-up at veld j
- 37 due_t ut-of=round_ condition. Rework 7-12-77 R. J. Mesey 862 7-11-77 C-230. F yas users test exceeds the allowable limit Tor maximum variation ot~ specific surface. Use as is 10-5-77 D. L. Osborn 863 c- m . 11 Hebar not installed on tne n. nand side 7-12-77 of the openino on the NW 2ndar_y shield wing wall Cont #. Use as is 8-17-77 P. Vanderveer '
864 7-13-77 M-106AC. Two hanger assemblies have the same mark number. Mark no. ~12 2HBC 147-H1 Rework 7-20-77 R. Halverson 865 7-19-77 .E-326. Holes drilled into hanger base plate for the
- applica. tion _of grout. contrary to REM No. 217 866 7-20-77 2-231.' cannvata noyar out of_.apecified limits for Telex 8-2-7' P Vanderveer Fecdwater_Isolatina Valva Chamhar nnnf. Rnnthnant Wall Use as is 10-J3-77 B. T. Cheek 867 7-20-77 c-221- Onnarete covar out nr npecifina limitn for Telex 8-2 "7 P Vanderveer Fpgdwater Isolation Valve Chamber Roof. Southwest Wall Use as is 10-13-77 B. T. Check 868 7-21-77 _M-20h. No__WR-% issued or_ NDR performed on a ba'se metal Use Asis ""
- vnpnir mnan in a_wnla nna prep.
869 7-21-77 _Dwg._A-9 Broken _ vertical _rehar in block wall TAG '
vnhnvl_ Anv. Bl a a. El ev. 4998 6.Q & Ops . Repair 870 7-21-77 2wg. i e. nv*an #5 vartical rebar in hionk wall .
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I Juv. niag. R1nv. 632'6a 7.Q & inn ionconformarce 9-7-77 M. Foote 871 7-21-77 C-210.. Slump _high for six _y.ards of conc _rnta. pour No 7-26-77 D. L. Osborn CC(634.2)a', 2ndary shield wall.
Nonconfnrmance 872 7-26-77 H-?15- %_c-J21 n nv onali ty_Varfinntinn Enc. Pkg. Doc. 9-7-77 J. R. Slifer recid_fnv h-96n en T.n R1howa. Rework 873 7-26-77 c-67 No d-321-D or Quality Verification Don. Pkg. UUhg fnv 100H ni vnnm fernnnn Yin y an polynvnthnna inint fill av 874 7-26-77 Dwg E-535 ed du nc Electrical st~ ruck SToc k~Tia1t~doweU~ihTtli?1 sti olind damagilg~~E n . hux B . cp0 4 e Std'p,pg ,. 10-31-77 S. Kirker 875 7-27-77 _NCR-835 . Equipment holes for HVAC equipment were 9-12-77 R. J. Mesey hand ground. Eng. concurrence not obtained for work done . USe asjs 8 s 7-27-77 3-3&. 'Pwo WP__ beams _have greate A 1/16" im grfagligns or surface depressions as allow b'y ASTM Repair 9-1-77 P. Ratter O
a LOG OF NONCONFORMANCE REPORTS 1
1 PROJECT NAME MiAland s JOB NO. 7990 PAGE 6h l NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DisPO. CLOSED CLOSED BY 877 7-27 & 106AC. nanger rod _no.t_cnt to lenth and hancer sketch No Noncon.
9-22-77
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did_no._t incorporate Becittel comme _nis. Use as is J. R. Slifer 878 7-27-77 P 6AG. n-391-D nnd Onnli ty Vnvi finn'ti nn nnn. nya Rework-Doc innnvrantiv f annti cina na nnn o cnv r ivnn4 e
+ hvnntenvo _ 9-13-77 J. R. Slifer 4
879 7-27-77 J)yg. c-h19'. Nelson _fitud at_ tach'ed to pinto chnarna 4 ,p gg off._when struck _vith a hammer.
880 7-28-77 Dwg._c-329. #8 ting with L'6" tails were Dlaced around relex 8-11-77 B.T. Cheek 88 A8 I8 8-22-77 D. L. Osborn-ta pMtterhe @ lBE Mm E R
- if M M " F3=i-2[h_tenaon "*8'8 trumpe.ta inatead of 4'3" t s
882 7-29-77 M-204. Weld 24 on M-616 Sht 10 welded as Nan-O list wchl.
Rework 10-5-77 P.. W. R atte r 883 8-1-77 C-230. Six yards of concrete with high slump, pour Telex. 8-3 "7 D. L. C =1 C(723.92]b' .
Use as is 8-22-77 D. L. Osborn 884 8-1-77 C-230. Concrete in Four L(723'927b' nad below minimum Use As Is Telex.8-11-7 7 B.*. Cheek aTTowable cement weight and flyash weight. 8-22-77 D. L. Osborn 885 8-1-77 TIlH4A. Two different doc. packages and spools exist Rework with the same spool number, zHCC-41-55U4-14-z. Use as is 886 8-1-77 M-104A. Two different doc. packages and spools exist yo with the same spool number. 0}{BCZ1 T613T 1. vnnconformaricejl-a-77 _J. W. Miller 887 8-3-77 E305 150 99 aindn worn not mnWed with the m inn- R eject 8-11-77 D. A. Delaney Pnnturnvn TT) nv th.n ninnn of mntn ainl .
888 8-h-77 M-139AO. Motor nparatorn do no.t_haVe terminal striDs.
avn nnt um ad. Rework 79 8-8-77 ~hi 64~.
nnnnnnti
~ nnaRadiographs notahail"Nie for CCW Surge lanks. Doc Reworl<
Radwaste Gas Surge Tank, Radwaste Gas Decay fanks.
890 8-8-77 M-1 HC. Radiographs not availabe on the jobsite for 10 valves. Doc Rework 891 8-8-77 M-146. Radiographs for 4 Centrifugal Water Chillers not available at the jobsite. Doc Rework 892 8-8-77 H I'25A. Radiographs are not available at the jobs 1te for one valve. Doc Rewor) 893 8-8-77 M__104A. Yard piping spool 601- A-il, documents and e have different heat code numbers Doc Rework 9-15-77 C. Groat'
- 894
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$-230. CEnirhYe pl'a EFT 5 ContTF1 Pourback C]734.09)b' Use as is Telex 8-il
~~878-77 'I Temperature average too nigh. 8-26-77 g hb9T. Cheek Electric cable came in 8
O 8-8-77 MI204~. t qt witn a pipe spoo burning a fiole Inrough the ven
~snop weia. Rework 7 r
_ _ _ _ _ . _ _ . ._ ___.__._____..______.____________..____________0_. . _ _ _ _ _ _ _ __
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LOG OF NONCONFORMANCE REPORTS PROJECT NAME Midland JOB NO. PAGE NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DisPO. CLOSED CLOsEO BY G-27. Weld thickness of patch on Main steam Penetration TWX 8-T/-77 896 8-9-77 1.5", BM only qualified to 1.313" Cont. #2 El. 707 Use as is 9-23-77 I
- k. h,00Suken M-104A. 24" pipe OD out of dimensional tolerances, 897 8-11-77 898 8-11-77 _C - 2 31. Dwn C-208, Replacement bars not installed at
'H3 @ 148 west of 6.6, Elev. 584: Rework 9-1-77 F. Milsovic Eenetration.
230. Air entrainment at point of placement -
899 8-11-77 too high. Pour A(659)d' Use 'as is 9-21-77 R. Bennett C-230. Pozzolanic Activity Index of Portland Cement 900 8-12-77 balDit3.5jkof_ control . Flvashbelow 15% max. var. of SS Use as is 10-5 D. L. Osborn M-104/.. Indentations in spool 2CCB-25-S611-1-4 901 8-12-77 causing rust. Rework 9-1-77 F. Mahala 902 8-15-77 C-230. Air entrainment of concrete too high. (6.6% Telex. 9-21-77 D. L. Osborn
-with a backup test of 6.3f) Pour CC(764.58)a' Use as is q-26-77 R- T Cheek 903 8-16-77 A-13. Surface _of h was not saturated with Use as is
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ratgr_ after finishlna]Dck wal' ons.
o_perat 904 8;16-77 M-92.__ Earthquake Restraint;s..have. no 'MTR's_ and.A490 bolts used to secure _them_ hare _no__ harden _ed washers. Bework 905 8-16-77__ M.-1,13 tetdown__Coolen_Jn_stor. age _have_rusLand heavy scaling.
~M ~305.~ alt 6y_sTITds do not meet marking requirements, 906 8-16 Grade ID not _legEle or complete, manu. symbol missing. Reject 907 8-17-77 l-208 PSI Strength Avefages of Concrete Cylinders
__ falls _below_S pe cification_ Req uirements . una nn in 10-4-77 D. L osborn 908 8-17-77
'.P. -IJI-1. Rebar delivered to the jobsite, no OC Receipt Insp_e_ction. Use as is 9-21-77 R. S. Morrow 909 8-17-77 FIP -IJI-1. Rebar delivered to the .iobsite, no DC Receipt Ins _p_ection, no Quality Verification Doc. Use as is 9-21-77 R. S. Morrow 910 8-17-77 _Dwgs C-412 h 493.Eipo Ront_ Fmhedc nnt insta.11ed per._
_dwg._C-417 nat_ called for per dwg C-493. Use as is 10-5-77 D. L. Osborn
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Use as is I*I8* '
ho'st-w 1"dYeSi tN SE h EYI N E N . 9 29-7 Huro 912 8-23-77 w BN ster numbers for spool
. 21]D_C- 103-S 619 1_leayJ ng _a p pnqyal_Ita tus_i nde terminale Use as is 9-23-77 T. Christofferson 911 8-23-77 C-233A. MTR not received for anchor bolts. F-21241 Doc-Rework 8-24-77 J. R. Sli fer.
914 .- 23-77 C-38mBeams received with dan' ^ ri end flanges / webs 5td. Repair 3
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LOG OF NONCONFORMANCE REPORTS l
PROJECT NAME Midland i 7220 e 66 JOB NO. m 2 3 l 4 5 6 7
NCR NO. DATE l DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DisPO. CLOSED CLOSED BY
! M - 123 A.
915 8-23-77 Motor operator for Item 5.3 mounted perpendicular to ptpc run.
M-305. SS studs are not marked with the Manufacturers 916 8-23-77 Reject ID or the class of material. 10-6-77 D. A. Delaney
_Dwg. M-169. Preheat temparature of 2000 F. was not l 917 8-25-77 _ maintained on a root pass (FW#61). 26" yard pioing. ,_ _
918 8-25 .77
_M_1D_4 A _ l ocation of Itom 5 on spool _2]lCC-43-S604-14-1 No var _ies_from dwgdo_the_ actual _ spool delivered. Nonconforma ice 8-29-77 H. D. Foster i Ji-3QE. Stainless Steel Studs are miss no the
! 919 8-25-7.,,
manufacturer's ID and class o_f materia' .- Reject M-305. Stainless Steel Studs are missina the 920 8-25-77 -
Reject manufacturar's ID and class of material.
921 8 77 C-230. I cy of grout placed in Pour C(606. 8)a' was '
Tebc. u (( P. vancerveEF-
?._ pounds _bslow rninimuln_alloWa_b_le flya_s_h weicht. 9-21-77 R. Bennett 8-26-77 922 C -2 31. Concrete in Emerg. Discharge Structure __leiex. 3-19 7_/ n. _a . t.ne15,K not water cured - crushed stone backfilT In-place Use as is 9-21-77 B. T. Cheek 923 8-29-77 14-10hc. 3h pipe _sp m1s_has code data plates with the manuPaehn er'n namn partially _or_ totally illegible 924 8-29-77 C-231. Rebar cut without prior approval, Unit #2 lelex. 9-9-/ / U. L. Usborn ENerior w"lugeron .spaa-lrhave raised faces. instent Jse as is 104AC- l 11 607' 925 8-29-77 af-flat.. a0:0HBC:20 S618:1=9--30 OllBC=1~0=S618-1-5 Use as is 10-5-77 J. R. Behres 926 8-29-77 F-22622. 5 pieces of channel rec'd on the jobsite Doc'-
without heat traceable markings. Rework 10-11-77 M. Donovan 927 8-29-77 E-2_?5_6_L 50 pieces of angle rec'd on the jobsite Doc.-
without heat traceable markings. Rewo'rk 9- -
. Donovan 928 8-30-77 C-508. Radiographs not received for Personnel Airlock Doc.-
g 10-11-77 J. R. Slifer 929 8-31-77 M-204. FW#-72 on Dwe M-169. 26" Service Water Piping, Hot bending wiiihout Engineering approval. Rework 9-8-77 J. C. Huron 930 8-31-77 .C-208.fy11ndors storedjn_q.urina tanks fell below temperature requirements. Use As Is 10-18-77 8. T. Cheek 931 9-1-77 11-305. Stalnicaa_Sterl_Studa recelye thout rr an-ufacturers ID or class of materlal, F- 157. R ej.ect 10-6-77 D. A. Delaney 932 9-1-77 clow2 3D Pnur r*(754_42)n 8' '
7 cv' cnnevnto nInceri with air content. .
9 8-29-77 F-16781. Dwa C-440. 1 out of "-seds for pump R eject fabbed incorrectl y 9-7-77 J* G Slifer return line rest. #2-13A & 2-13L _ _
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LOG OF NONCONFORMANCE REPORTS j
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PROJECT NAME Midland JOB NO. 7220 PAGE 8
67 2 3 4 6 5 7 NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DisPO. CLOSED CLOSED BY 934 9-2-77 E-1?_ Bolts for Seismic Cable Trav suonorts do not have traceability to ASTM A-307 or_ letter of Certificat ion 935 9-7-T/ F-3091. 13eams delivered to the jousite with welds R eject" that showed indications of undercutting, porosity. Repair 9-21-77 P. DiCarlo 936 9-7-77 M - 104 A . I 1/8" x 3" bolts. Heat code FM-99. some Reject 10-26-77 D. A. Delaney have cracks in head, extendtng tnto shank.
937 S S-77 C-230. Air entrainment of concrete at ooint of olace- Telex. 10-2L-77 M. Foote nent._tno_high. A(702.25)b' 10-29-77 Use as is B. T. Cheek 938 9-8-77 C-230. Air entrainment of concrete at DOint Of Dlace-ment too high. Use as is 10-29-77 B..T. Cheek CCf603)b.
- n. nilson 9-8-77 939 M-214. Yard piping runs are out of tolerance in __l e t ex. 3 // A.
relation to survey hubs and specification requirements Use as is 10-4-77 K. A. Nilson 9h0 9-8-77 _M-109 Os pipa ri++ingn env snvvinn vntor piping were dolivorod tn -tho_ilobsite w/n aamp1ata ri na - pnnience =g_gg 941 9-8-77 C-905 Waterstop in ennt. bldg._inatalled nuch tha , Repair li_will nat_cabgl prop _erly in the Aux. Bldg. El 2 -
942 9-9-77 E-26. Cable rect, 5050' length was found damaged on board truck. 3, eject 343 9-9-77 C-3 9' 48 pcs ot #y stock rebar was delivered to the iobsite with no MTRs or any U ser's Test pertormed. R eject 10-11-77 M. Donovan C-304. H-1 and H-2 embeds installed without proper 9-14-77 NDE examinations. Telex.
944 10-1-77 P. DiCarlo Use as is 945 9-14-77 F-22463. A307 Bolts not marked with Manufacturers Identification mark.
946 9-16-77 Dwg. E-536. Conduit IEC012_ damaged _by_ drilling the Repair concre.te. Aux. Bldg. Slab. Elms 99'0" 947 9-17-77 _C- 38.. Str_uctural steel Beams delivered to the Jobsite damaged. Repair 948 9-19-77 S pec. C-306. Rebar cut in same face exceedino allowable _1imi.t..__Co.atd2 949 9-19-77 F-176U. Attemots at reQalring left defects in cold leo nipe restraint ambeds. Repair 950 9-19-77 M-104A. Documentation not received for pipe spools.
. 951 9-20-77 C-338. Wall thickness of weld neck flanae is 0.299 .
9 9-22-77 M-3 -D and Quali 1on voc. not rec'il Doo . --
for 2" den. UU U5 F1pe Rework g_p g we 0
9 ,
LOG OF NONCONFORMANCE REPORTS I
i 1 1
s PROJECT NAME Mialand JOB NO. 7220 68 PAGE 2 3 4 6 5 7 NCH NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY -
953 9-22-77 _Dwc c-651- Struct. Beams .ioined by turn _2f_the nut mathad J 1.th_.oply one washer. Cont. #2 El. 626' 954 9-23-77 M-106AC. Dwg. 1-603-7-13. " fin. 60 washers rec'd No instead of 1".5 Noncon. 10-4-77 D. Delaney 955 9-23-77 A-IL Mortar fell below minimum compressiv 10-18-77 B. T. Cheek strength @ 28 days. Aux. Bldg. El. 6468-650' Use As Is A20lg 96H Yara Pip 1Dg,_Wol d #1,_.Dwg._M-167 - Avaa Rework 10-4-77 P. W. Ratter 9$6 _9.-2 4-?? around below_pipa anvraca __
957 9-26-77 c-JfL__Strun tural R*aal neam Ma* wa- 709-n150 vaa Renatr received _atJhe_jobni+a Aamnged-958 9-26-77 C-230. Air entrainment of concrete too high, end of Teler. 9 77 B. T. Cheek
'line slump too high. GG(774. 5)a' Use as is 10-29-77 B. T. Cheek 959 9-27-77 Dwg. C-129 Concrete cover cannat_he_ maintained due Teler. 10-3-Ti P. Vanderveer
_tn tha n1ncemant nf rabar- Onnt- #9 RI ??3'6" Rework 10-7-77 B. T. Cheek 960 9-27-77 mwg c-97d8_rebar_notarojecting as called ont_bv drawing.__. Service _ Water _ Bldg. 690'on 631'6a 3 91nh-961 9 ,27-77 C-23fL__P_ozzolanic Activity Indor of Portland Cxont
__ _ bel ow. mi nimum_l avel_o f_. Con tral ( 85% )__at._28 Jays .
962 9-27-77 Dwg.E-279 - hifting_ bolts _have_heen_gqured._.in place 963 9-27-77_ 4"_104M- A- AC.below_the_elen_specified in avg _ Aux.
Pip _e_sJ)ool 1CCB-25-S610-1-5 El.6c;g'to delivered the__jobsite with dents and surface rust.
9 61 9-28-77 .BonM nav. g. vn-ga enrma nnt prnnnntna in thn nr y,,,,i, N M -W A. L. Boumn
, __. .for_ hold _ point _selectinn nn five_ socket _ velds.
C-233A. Angle clips delivered to site with weld under-965 9-28-77 cutting, porosity, lack of tusion, t' .$0V1 Het #V Reject "
966 9-29-77 FPG-4.000, storage of Liner Plate allowed for damage Rework of plate l
. 967 10-3-77 M-lli. Flued Head, item 1. 2 heat number stamped on penetration different from MTR.
j 968 ~10-3-77 M - 10 6. Hanger dwg. has no prior aoproval.
R e,ect No material test reports received. i 10-21-77 J. R. Slifer 969 10-3-77 _M - 3 0 5. Grade 10 on studs not legible or complete, manufacturing _.s ymholmis aing
/
Re.ieot _
27 77 L Mmffm {
FPG 8k000. valve body and stem splattered with
~
970 10-3-77 concrete. Cont. #1 9 10-3-77 J5-423cn. valva Taanti ci nati on airenrant rvn" tha natual valve _ iag_io_the__ Jincumenta_t_lon.
n ework q
O
'p p q.
LOG OF NONCONFORMANCE REPORTS I
d 1 t
FaOJECT NAME Midland s JOB NO. 7220 PAGE 69 2- 3 4 5 8 7
NCR NO. DATE- DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DisPO. CLOSED CLOSED BY 972 10-h-77 .E-208. . concrete cylinders not removea evnm mnian until_after_'he_ mar.__ time of 20+ hH P'73 10-h-77 1-R16h9. Grade ID not legible _or complete. manufactur- _
ing cymbol missing _on_CarhonJitsel stuan. R ej ect 97F 10-4 77 _Dwg._E-535. Conduit 2BC005 damaged by drilling the concrete. Aux. uldg. ti. duq'u" Repair 975 10-4-77 1-5fil__Iem9erature_ Switch Therm 0 wells are incorrnet (ework-Doc.
_ _ _ _gra.de per MR regnts. Quality Verif. Doc. not rec'd.
976 10-6-77 C-230.._ Air entrainment or concrete too Inw (2 5%)
m(630 5)a 977 10-6-77 c-93n. noncrete niump rne vnur_cc.(JR7 5)n too high.
Air nntrainmont inn hiah nv inn inw.
___976 IU-b-// C-210. Air entrainmefl_t of concrete at point of placement _ ton _ low. Pour Y(631.25)b' 979 10-7-77 C-233. Embeds have faulty nelson stud welds base R ewo rk metal damage and undercuttino. R en air 980 IQ-10-77 M _132._lfandwheel shaft bent on 20" HBC-BF-R valve.
981 10-10-[7 --c-it.1,_2Z-1B nna 22-J G interchanged nn inntalled. '~elex. 10-28 -77 P. Vanderveer untt_d2__ containment. Use as is C-2'41. Wrong nize embeds nlaceth hollow snund_under 982 10-10-77 2mbida. An alar -
963 10-10 1T- C-231. ' Cadwel'dm649'na 7'.hdays Sprices shot'four /8.JJa.
after the shooter's qualification had ended in the vertical pos. .Use as is 10-29-77 B. T. Cheek 984 10-10-77 C-305. Three N-S reba r cut within a ten fo ir radint ,
distance. Aux. Bldg. Cable Rm. El. 674'6" 985 10-12-77 _C-2. Tendon shea.thingsnat_within + 18" nf the_ location Telex. 10-2' -77 D. L. Osborn
. shown on dwgs V18.V51. and V79.
_ Cont. #1 El . 754 '5n Use as is 10-29-77 B. T. Cheek 986 10-12-77 C-230. Air Entrainment in concrete for Pour Af641.331r '
too high or too low.
987 10-13-77 .C-3M. FilletJtelds on saismic supporte have cmrsa ripples , Itish._ crowns.. ntc. Audidg. F1 r746 '
988 10-17-77 ~
M-204. Tack welding began on Flued Head nriot to weld nunsber being ;ssued.
~
989
~
10-17-77 g3g;,p gun"Ikt NVO c
.ogggption_nube_ nsecut 9 ~ 10-17-77 idOT.~5'tNcTuIal steel con'neci ade without -
s washers, Aux Bldg, $1ev. 67 38
I~' . 7
) )-
LOG OF NONCONFORMANCE REPORTS
- i i
a PROJECT NAME Midland JOB NO. 7220 PAGE 70 NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 93 1 70-17 C-230. Entrained air in Concrete for Four A((U4)a too low.
992 10-19-77 _C-230, Air entrainment of concrete too high.
PourA(699.17[a' 991 10-20-77 Dwg. C-148. Rebar not ) laced between beam pockets..
Aux. B l dg. ET-~6!i9 ' 0" . 4. side of 5.6, 6' S. of ' A' line epak 10-20-77 B. L Geek 994 W20 77-- GT2GS clip welded to a 3" thick rigid frame w/o Preheat temperature Deing maintainea. Aux. Ulily. 609*7 1 995 10-20-77 ._C-230 Ai r_ent rain ment __af__ con.c rele_ ton _ low.
_Ecur_A(f>8Lil)a '
996 10-21-77 _C-233 C-304. H-10 Embed was are gouged, by a faulty welding cable. Repair 10-24-77 J. C. Huron 997 10-21-77 C-231. Clear cover on Unit #2 dome may be less thar hC. Motor operators do not have terminal 998 10-21-77 -
strips, T connections are not jumpered.
999 10-24-77 Dwg. C-738. Column splice made without maintaining
~300u prehe_at. Aux. Bhig. E1. 647' , Hr & 8.2 1000 _10-24-77 .C-233. Beams have copes that cut past the poirt of tangency and have undercutting of the flange.
1001 10-25-77 P.233A d yne P14_smhe_dr have welds with 1.nsufficient leg and or throat dimensions.
1002 10-25-77 EE.,_l materta test reports.Ileat_mupber markings for 90" Ells do not match 1003 __.10-26-77 C-230. Air entrainment of concrete too high. slump too higli--- Pour CT764-58 F 1004 10-26-77 C.210. Densi.ty_lesis. faile_d wich no retests taken. ,
_P.lant__atea, 1005 10-26-77 _C-210. Mais1ure_ content of soil fall ed without
- _relegts__ta ken. Plant Area, 1006 10-26-77 C-211. Stru_ctural u Backfill had more than 200 crams retained on a siev.e. Plant Area.
1007 10-26-77 _C-20B. Pozlalanic activity _index of cement fell below
.BSLminimum_at_28_ days _
10C~B 10-26-77 JA- 12 5 C C, Identification number on valve does not compare with the number on the documentation.
l'00 _ 7 0 -z b-rt IT-TU9. carbon steel nut' do n ,
nave neat traceable markings.
. _ _ _ . _ _ - _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ x
b O )
LOG OF NONCdNFORMANCE REPORTS
~
l PROJECT NAME M!dland JOB NO.
8 7l PAGE-
. 2 3 4
- 5 6 y NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY -
1010 10-26-77 M - 104 A . NDl: tests not performed on 1" 3DUUr S. O. L. welded t ' pipe. OH CC- 51 -S614- 10-4 1011 10-26-77 M- 9 3. Main hoist cable lacks complete documentation and shop _ inspector's release.
1012 10-27-77 C-233. Detail 3-C-477 embed delivered to the .iobsite a
with arc strikes and fillet welds w/ insufficient dim. Rework 10-28-77 J. C. Huron 1013 10-28-77 J Nsmeplates are of incorrect dim, and ma_t'l.
Termination connectors are wrong t_ype-Motor Control Cn' urs.
1014 10-28-77 C-208. Watersampled for the Sept.1977 user's test had a variation of -25 minutes.
1015 10-28-77 Dwn. C-255. Concrete placed in fuel pool area was Class C-1 instead of D-1 A(659)i_and A(659)j _
1016 10-31-77 E-22. Gable reet not seated on caute end. H eet no.
553.
1017 10-31-77 E-22. Inside stub-out pigtail is damaged thru the jacked to the cables. Gable reet no. bob.
1018 10-31-77 M-305. Socket Flanges do not meet complete marking requir_emeatL 1019 10-31-77 J-104A. No Code Data Plate or Stamp on Spool 1020 11-1-77 OHBC_-l6-SE19-5J-FPG-6.000, Rev. O a.
Pressure Gauge out of tolerance when calibrated.
Dwg. C-339. Weld neck flanges contain numerous 1021 11-1-77 scratches and evidence of corrosion.
1022 11-2-77 E-_106An. Rtannhinnn f'nv hnngnrn unvn anlivered +n +ha
-,jobsitn without_requirna baseplates:
e
, w
~ '
r.
f~r NCRs cp:ned duMng thb month of October 1977 V'
n J.'.->.a .c.d's. 1. Project Narne Job No.
g.3'..ra . . 19. 20.
s)M
.. a Page 7 _.of 3 N.4'Q N Midland '/220 -
.- PW t . . No. ,
Tt 'l (2.t uniaW 1411t 2 3. Drawine/Part No. ',.Rev 4. Itern Description g . , m . ;. . q.j . , INg' 4 O Itent Locatios . f.';6 *dc N;Md 2ndchcanhanbe 2233 -
8.. Replacement Part
' W/A YLued Hasd M *Mi'. M N M. '00%old Arsa. Esa II UN 7.; Serial No.
- c. . P.o. oas aerNif. >
S. Source IO.d censtattel/ Supplier 'aA.' ... ~ c . .. ; YJ k(i ,- r?20-M111A0 IW,13 ,,,
' .x '
^
Sao Block 16 't" 8/A REV ' N O. SuPld1Cr ' ' ^.. T ChelbetMRODE90rktiOR1, "
b k
$ #p +,11. inspection criteria ,. . ;;&. ;in No. B 1.00-2015 . in.. asus aurNomaao '"
- n. susTCN TyaCN o. 34. pi. cover 15. Esquip Furnished By ' .
Q f.k E",;? Oowa - ms,eC % OoTN== No.11 "1 hw 5 -
- Vv"'s"*,"O"No @" 'e *TD Md M,4 ouri.is oNsT O ., Tusi
- OCc <NT O<NG Wri.o j;-
.k.P
'engl qs. Nonconrorming condiiiog:ficatices M-111: Rev. 5 Para. 9.5 states in part: "Each flued -e< < ~ . .< e 2 ' oispo iii concu,,ence head"" 4 W -.
-spec - >
id t - - i nawonn nessCT narain uss as as ~n
.. will also be stamped in accordance wiW AfDE B & W Code 84ction III NB 2151~.i'f.."..ASMB .. .
! 'Q.
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k N N Codb'8ectIon v ..i ; c. 2w . . . ,
III requires' (NA 3766.6 (a) 1) inarking the material drithhelppli- MMdM"-
.. .. .. m eno, CT ria o cNGiNana' v
oats.
/- {i'
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i, Qf.l.. cahle haat"mmber or heat coch Vlued head. Itene 1,2. venetration 2Z33 was r. c.<,s.eceis. d N-
".at' p;Mk
>, I 4.. .g .PnOJECT ENGINEER DATE 9 b:
. . . . * .c r . .f . . .
Cbntrarr to the aboveJ Quality Verificlaticri :i& A i '.
thiichnita,~ ataumed with 'hhat' entle 21%58.
0.].
- r. cp ea u.-
[W Doctanentation aM envi;1ff od innterial test renorb shotts the hect nuisher 'to be 215960 M DaTE.
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ice:
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is. v.iidated a p' Date 3, . j .. .. as. Disposition nesuits K,!
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t f _ NONCONFORMANCE REPORT 1. A.A. to 6-Tl
- 1. PROJECT NAME JOB NO. ; 19. 20.
Midland 7220 NO.970 PAGE.l 0FL
- 2. UNITI5A :[. DRAWING /P REV 4. ITEM DESCRIPTION 6. ITEM LOCATION
#1 - 4" HOB-GB swAflT NO. Valve '
N/A N.E. Corner Cont. #1 5 7. SERI AL NO. 8. R 9. SOURCE ACEMENT T 10. CONTR ACTOR / SUPPLIER N/.A P.O. OR GPEC 120NO. P/N REV SER NO. N/A Construction N/A
- 11. INSPECTION CRITERIA IR NO
" "
- W 2. ASME AUTHORIZED 13. SKETCH A ACHED 14. Discovered During 15. Equi 1 Furnished By (IDWO lISPEC Ff0THER NO 'l/ A thP IOM i)YES NO ( IRec'g f ]Const i ) Test ( ) Client (4Eg l IFLD is. NONCONFORMING COND6 TION: 24. DISPOSITION CONCURRENCE
, p
" Visually inspect for contamination (Other than road dust) which would be de- ""* '*i'*' '" "'* *' 38 trimental to material and equipment." Para. 2 7 "Any deficiencies reported in reference to paragraph 1.1.1 through 1.1.6 which are not pre-dispositioned by the Pa*'Ec'""""*'""" *^'"
above notes, shall be dispositioned by the M.M.E. or shall be written up as a PROJ CONSTR QC ENGINEER DATE Nonconformance Report."
^"'" "'** '"*"'*' " ^'"
BLOCK 16 CONTINUED ON PAGE 2
- 17. REPORTED BY DATE 18. VALIDATED 8 DATE as. ossroseTION NE5ut TS Y f. W tc/rA ,
- 21. RpTING: '. 04 TOflELD ENGINEERED 6 l ') TO OTH ERS ISPECIFY)
CN.v$lh ' b A9 7 7 /
- 22. ( ) Fidd Engineering Disposition K Lield Engineering Recommended Di sitionPN to Project Enginberinh 7 IM PM Win d RGP3nt En IO-l -
LOCDFTF- Th MG QF nn/r OB VALW c t MAOfG 'IB A cl ASS 'N cAO-nmco iu Acc<nR1wors urrn PARA. 3.0 wn 7.,7 es MPt:c 7226-M-34R Cy . Pan _mcT Enc,1tsliU Riur,'Te EVAll1 ATF TtW [hSSIBiLiTY c.r. ca neros c_ctmmmw.o ,mn w tuwr ce cc>oenum ao sTea OLt;Ss sTu i nCCO,Gcm.a ic'/sA, 40.fhdm,2 #l47 ' ' 6V
- 23. PROJECT ENGINEERINO DISPOSITION h Me=
- 26. OC ACCEPTANCE OC ENGINEER DATE AUTHOnlZED INSP' D TE' U -
J -
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9 N c - O n h C o ( 0/ T c R h . O ti %_ P d E w 1 t 3CN R E d e r hh I A M ta R l e t A a f2 ' O p 4 m hl F s 1 l N nJ O n C e A pW N be g 52 O n . N s a e 7 h A 1 m t e s h n
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- 4. - .
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,s i I . ! , i* ; . ! i i I' ) l-
e I NONCONFORMANCE REPORT -
- 1. Project Nessie Join No. 19. 20.
Midland 7220 "*- ' "'
- 2. UnitM 3. Nort No. Rev 4. Iteso Description 6. Iteen Location Iktit 2 Item # 15.6 N/A Nuclear Servico Valve QC hold. Whse # 1 S. P.o. m , 7. Serial No. 3. Rr - .xt Port , , , , 9. Source 10. wasmsnesanrguppas.,
1220-M123CC Rev 11 See Block 16 ein N/A nuv no. Supplier Anchor / Darling Valve Company
- 11. Onepecelon Cait%t* en noR-1.OO-2012 s 2. Asus aurHonerso i s. susicH ATTacHun 14. Discovered During 15. Esynip Furnissied ey Qowe Osenc asGTHan no.M-1230 Rev. 4 gs""* **' h"n'o*" Ovse Eno Snac:a OconsT O T=== Octe wT Barna Or'=
- 18. Nonconfersning Cosysition: 24. Disposition Concurrence Material Reauisition M-323C Rev. 3 lists _the Gate Valves-Manual class nsWOnK n a P As fB Usa As as
~ StsJRCT ECB-6008 ANSI. Stainleass Steel. Nuclear Class 2. item no. 15.6 valve identification no. x _
~
as 10"-ECB-GT-LD. Drawina 7220-N-1230-22-7 and the accostDanYina doctEBentation lists the M
' ' ~ ' "" ' " " "
[ $b7 valve identification no. as 10"-ECB-GT-DL. Contrary to the above, the valve received is tanned lO"-EBC-GT-DL. "Q" number is 61.116. Hold nandina final dignosition. . /J.71 Ona Hold taalaI ann 11ed. (Attached to the valve.I - -~ ' AuTHonlZso sNsPadTon
/Oh-77 oats i M Dete 25. Disposition Results Aw 0. 0dm > Dateichln 17 Reported By 18.
- 21. Routing MOVoited)% i O/ to .s -7 7
. g To reag . snesussnine Q To oTHans (IPaderYl t
- 22. Field Engineering Disposition Qrest.o sneenmanswo naconeneanoso ossrossTson To enosec7 speeenssalNo i
RP/M1RIEMSkW b119tERVl3OR TO .OITI AdLb hlITMRt'Z A?TIALI kkD its;TnueTicw3s T-en conunsw sihtvs_ c tass t'esitTn ctesTied MUD ILMTIATE CE'RRIErTIAC .
=;LD,Ct9c g .s Wah gGO AL. n A -
-m 2 f n, -
- 23. Project Engineering Disposition ii I I a!
j l' 2s. oc a ept.nc. I - oc sneenssa ATs _ - 1 onszco susescion ats I _ _ ______ _______________________ ____ __n____ ____ I_ _ / -
j oy % q ' A % vso-5'-T] NONCONFp,RMANCE REPORT ' 7o 4 A-
- 1. PROJECT NAME to-5 n i
- ~ JOB NO. I in 20 Midland -
72hD Nd. 972 ,,,. rA'GE 1OF3
- 2. UNITISI 3. DRAWING /PART NO. REV 4. ITEM DESCRIPTION
' 5. ITEM LOCAT'ON Common N/A N/A ComhressiveStrengthCylinders *
- 6. P.O. Ors SPEC NO. 7. SERI AL NO.
On-Site Test Lab
- 8. REPLACEMENT PART l 9. SOURCE 10. CONTRACTOR / SUPPLIER
- ;; C-208, Rev. 10 N/A P/N-N/A REV-y/A SER NCs. .H/A--- Subcontractor
!,I 1. -
United States Testing Company
- 11. INSPECTION CRITERIA IR NO SC-1.05-3,8 12. ASME AUTHORIZED
- 13. SKETCH ATTACHED 14. D6scovered During 15. Equip Furnished By
;. ()DWG (3 SPEC ( ) OTHER NO C-208. R. 10 lyg8y,$EO'D o { LYES 53 NO ( IRec's ( IConst (MTest ( IClient ( lEng (NFLD
,.- 16. NONCONFORMING CONDITION:
Specification 7220-C-208, Para. 7.3.2 states in part, 24. DISPOSITIO'N CONCURRENCE 3 j.h " Cylinders shall be made, cured and tested in accordance with ASTM C-31 and C-39." " d' "I**' "'" ""''- w' L. Further, ASTM C-31 states in part, Remove. Test Specimens "From the molds at the i and of 204 4H and stored in moist condition." Contrary to the above Cylinder Set "" '"'* **"" ^**
#2508 was not removed until 24 hours and 23 min. after molding. No hold tags " '"*'"*""" ^*'
h, he , applied. "Q" List #6.101. Hold for Engineering Disposition.
- "" ' ' " " " '"*"" ^
.'r)- su rwonizao insescro n oars
.. . 17. I ORTEDB DATE 18. VALIDATED BY DATE as. DiscosivsoN nEstJI is
- {
f4A- /W h$ L./ Y - JA - U - W
' / 2[ ROUTING: . K TO FIELO ENGINEERING ( ) TO O[IIERS (SPECIFY) ,
';'... 22. ( ) Field Engineering Disposition g i R tio Project Eng n r oge a
$. Ms1F ks is." THESE CnW-DMiE cyL(OntERS RMPRIEstGMT WIS RtEST l
A\lhdLARLE MMCs% DMA. m /1 > - l, . . 51
- WL - 'l $ 7
%:; ?.4, , _ En L inM
,Ly
(y (70 ' '~
$' 23. PROJECT ENGINEERING DISPOSITION
- V
?} D n. sll ~
, h.,h h j+
p' ' ih.; ' . { .
,a.. .lf h.8 .% , . .
t j l. o.I.$. ..',.
~
- 26. OC ACCEPTANCE 2
'l4,i, l
\
$ OC ENGINEER DATE j .j .
o I" " '" ' -" "^ l@g's 9 . kb..' k _ - e
. . L. ' . ..a '
. . . . . m.' . ' _ .' 'G~..-.-. . .. -
- +, .
, 7
. G y
I J NONCONFORMANCE' REPORT
, 1. Project Nesne Jets No. 19. 20.
l Midland
- p No. 97'l Page 1.of-.E (I 2. Unit (sl 3. Drawing /Part No. Rev 4. leoni Description 5. Itsen Location l Indetersminate N/A N/A Carbon Steel Studs QC Hold. Whse. # 1 S. P.o. r-erose =Er 7. serial No. S. -t Part ,,, 9. Sowco 10. enemmmer/ Supplier R N. !k geEv 7 !20-F-21649 Rev. O See Block 16 P/M NO. ggppligy CQggb IndUgkF181 Supply
- 11. Onepectiose Criterie im NO. R-1.OO-2041 :. AsME AuTNORsEED s s. extTCH ATTACNEo 14. DRoovered Dwing 15. Estuip Fearnished SV
"*" O v == B"O OowG E=PEC DoTNER N O. M '40s nev. 2 g 'y"E E*""" b"N O DwS&en Onn ame O= >m
"'Soecification 7220-M-305 Rev. 2. Para. 3.O states in nart "All seawCR M searJgCT REPaen usE As es niatorials and ev==ination procedures shall conforin to ali applicable portions of the x latest issue of the following adopted specifications, standards, codes and addenda h _/
#P4 JECT FIER.D ENGINEER
/6.
DATE g- 72' where applicable. PROJECT ENGINEER DATE ASME B & PV Code Section II mterial Specificaticr.s g)AEEE L ,p m /s.,pp.y f ASME B & PV Code Section III Nticlear Power Plant Componento '" M *[ 8""'""/ g."J b y MUT'N6 MI E E D'0 NM dTO R DATE
- 1. Reported Dole 18e Val By Date 25. Desposition Results
.$424] l 77 A ^ ^ ^ / O
- Y$
- 21. Routing S TO FIM EN(18MdERING Q TO OTHERE isPECIFY
- 22. Fiald Engineering Disposition QFIELO ENG8MEERlNG RECOMMENDED DISPOSITION TO PROJECT ENGINEER =NG her. Meu s smvme,nwe oamo cc.merty mawn mmw. A A( 1 1 m-a 7i
'Rd'59'dLJ /oMn vr --
1
- 23. project Engineering Dispositiost 1
]
- 25. oC .^ - . ^ -
GC ENGINEER DATE
*-
- AUTHORIZE D IMsPECTOst Y
2 9 g
% .)
!i' l 3
e c f
~a_
> 3_ 3, e h .
- n. d t a o r b d
e _ g i
. - " G l n p i
d i c e d n A3 .
, o f
p a u p e s ,a e n _ l c s h r e s 4 i o ) - t i s _ n l r w x t ( ,_ 2 i a s u e . a g ( i e t r " s n a , r r
".r c c . _
o e e i u a s A t n i b t d ,. t uf d 3 e , m u e a q m o l _ 2 s d s r m e r n n a a
. e c a ir ;
o H
,e.A g _
ca i o e m e , e. O c
,rPo e e h s a u g __
- c. t d e t 7 q n e s
h s t a o u h l e i n , t t o r s O . h t s b . s , c. s c n r a u g 3 n 9 d n f a o t" h i n g i m . %,c v. y. p. c e p 1 l n x kra ,=k i ,
) m d - l d o o n D e r A a a b i .c=Po i. _
- s h o S i e " m m t T e t c r h y N
O d o f c r a o t e e A3 t e s i s o C c o f a h e a p ( s m t . l n s T d d t ) a n i i ' R n r l I f f e = r d O a a o I o o a u w b 5 c t l ' P , a n n D 3 c a E s d o o o e a n R d f n i i t h f i ., E r o a t t . t u f C a c a e " n e s e a g d c h A t N n t t S i e m n A a a u B if t 3 e i n" M t d n N t n ! m , d I I i-R s o 3 e n O t r S n t t e F a o (A e d e x o e n N s n e f d n l i " p d O o c a n m 8 o m l C i r n o r / d o o N t o i i o +* 5 c H O a f tt t f g s N c a . d r i n a c l e se u o . f i m i o b t e . s e i f b t s c ) s a m i m l 5 l e p da e c v l 2 b n e s n r a s a p h" i i t e i u 8 a s h e 6 a e n i r i h d c d q e l r s
. v o
x l t e a n u a c r a i a da d u b a 8 t o a i d m d I r n m t / n n r f e I e i s e 1 i o o h n n e i s I t n M a *a i o f o h t 1 i o i s f n o ul o m t o . t c sb s u i a d t se ca r n t . a c n e o i n c n n i a y i h n _ e o i f r 5 f = t t S i v i e a 0 i e s s t a t n r 1 t = h
~
e e t t B a N c 1 1 n e o t n d n e " t n la S i n d n h n d "0 to I A f f i o t a i s n- . t- _# 6!*
_ ._ - ~ - -
-!\_ - j -' .
t .
' e i NONCONFORMANCE REPORT
- 1. PROJECT NAME JOB NO. 19. 20.
M1A1and 7220 " "A"'
- 2. UNITISI 3. DflAWING/PART NO. REV
- 4. ITEM pESCRIPTION 5. ITEM LOCATION Anv. Ride 722%B-41< 11 97tf1004. 3# PF0 annanit R1mh at 48h80#
S. P.O. OR SP'EC NO. 7. Se AIAL NO. ' 8. R P ACEMEN RT
~ '
- 9. SOURCE 10. CONTRACTOR /SUP? LIER
! N/A N/A P/N A Rev SER M Ih flanatr. Mh
- 11. INSPECTION CRITERIA gR NO 12. ASME AUTHORIZFD
- 13. SKETCH ATTACHEb 14. Discovered During 15. Espalp Fearnisteed By (El DWG , ( l SPEC IIOTHER NO _3[ Daw 11 l)YES INffhlf[iEO'D o 00NO ( IRec*e 13Const i ITest ( IClient ( lEng titlFLD
[ 18. NONCONFORMING CONDITION: (1nnAnit 9Bf1fitn< h== baan 4- 24. DISPOSITION CONCURRENCE _=mA hy Ar4114na ihm nnnnenta i rework reiset rygg___ esse as la .. alah in thm Anv. Elda,; al_ t!R)3 ; annynvimately Q86# want of 7.la anA 886# nnrth s X af +ha D_- R_~ nantarl ina _
-~
PROJECT F8EL.D ENGINEER W7/77 OATE O list 33.fw; JEC GIMEp DATE Drillina Pemit 1699 _ _ AA<IA socaTtOon
- 1 Enld tan ann 11mA PROJ consTR oc EygntER i/
AU THO R4 Z E D I NSP64TO R DATE Hold _for engineerina disposition. 17 EPORTED BY DATE 18. VALIDATE B as. peSeoseTeON RESul.TS DATE (M 4-30-N j . /8-[- 7 7
- 21. ROUTING: D4l TO FIELD ENGINEERINO I I TO OTHERS (fl>iCIFY) ' '
- 22. Fuld Engineering Disposition i i Field Engineering Recomniended Disposition to Pr@; Engineering REPAlR m AccARhrF mtTM DRAALYv ~lZ20"E-d2 SMT. MI*) . '
PAnn. 23. _ _ , ri ,, Y AN. /0/r/77
'] tUW!bbjf/n " ,,
- 23. PROJECT ENGINEERING D!SPOSITION
. e t
- 26. OC ACCEPTANCE OC ENGINEER DATE
, A DATE y v -
' ~
, ,. $# hM ~ ,
I p rs ) lE NONCONFORMANCE REPORT To A. A . 10-14 4
;. 1. Project Name Joh No. 19.
- Midland , 7220 "*- 975 P*** 1 *' %
. 2. Unitts) 3. Drawing /gGGKMg Rev 4. Itene Description 5. Itene Location Common 7220-J-751 1 Temperature Switch Thermowells QC Hold Whse $ 1 8 9. he, Rw g
S. P.O. BI G N E GOlg 7220-J-229 Rev. 1 g' Aig g ' er. Replaconsent Part a M aEv n o. Supplier Dale L. Prentice Company l 11. Inspection critg . i t. AsME AurwoaizEn is. suEvc= avvacwEn 14. Discovered ouring 15. Epip restnished Dy j; QowG EseEc wen )o.uoR-1.OO-1672 J-%3 Rev. 2 g,",','**g"" Rev : @ E* Do @Ec:. Deouer O vEnv _D.cteEar EEa0 Orto l 1s. Nonconforming Condition tion Concurrence
.E.... .E,E. , .E.... ..E....
for the thennovells to be SA-479 or A-479 GR 316. Contrary to the above the thennovello iW. delivered are stamped and documented with SA-479 GR 304. (See Attachment "A") d /0/6/77 fj - _ ese cv r Eco gNgsngEm DATE E 2. Specification 7220-J-563 Rev. 2 para. 3.1.1 states: " Engineering
,, _PR O JE C G3M pg DATE ., and quality verification document requirements are sununarized on fona G-321-D and are % /o-Aa 77 augmented by detailed requirements of this spe'cification and the material requisition E" ',""/ d.^74 7/
3
~
'auf dbnizEn ausrEAvon
'oavE ~
[ including its attachments." Con't PafG 2 ' 8 Date 18. Veli Date 25. Dieposition Results h178Yport e.. .o. ting 7 v Yrf,h F 3a - 7 7 4 . ,. . . E . . . E . . . . . PMkY o . . E.....<....,
, /O -k~ l Y
! LD ENGINEERING RECOMMENDED DISPOSIT40N TO PROJECT ENGINEERING i '*~
N'#N$"hIM' */*slt) " kFIisposmc0 RC-nttlRr-D GY 10-7.0-T1 >TTed l Tem 1. Rno tr. ra ' Pan me r kemi>artsaitm 1-en manttrried Z, rm '2. Tiatn beainnraatTT Snoasunscsu In opTAitT wn. DccutMtOTNT\c%d 1%cMps.T;W '
$b,/ /b-4 -T'7 I /d .
P.
- 23. Project Engineering Dispositiori m oc asc c.
GC ENGINEER DATE
- . AuTHO RIzE D INSPEC OATE
~ Q f.
1 '
- 6 * -
7 3 n 9 n e -
- n. ,
- n e i
o h i n t - t o . ,. a i s o c a l t t i l f c e d - i i w e - d r t r e c e f 1 o m r e i lp p ri eg e s e n l v h a t n sE 2 a n t ) In d g el A - c i o e ( s lr OPPO aoGC - a r i h
- r. e t t g ----
e t c a a e r y t p m p o o s f d ypy C
. n l poyd e i ) o oCpe C y otn i
( H erCe "B t a insl d
) s " har e D n t e WCPG a
T o rit n N i o p en O t a e m O C t r h ( n c . T e t a n R m s t o O u e t i - P c t A t E o i
- i. d e e s .
. r e o C
L nu o s ( S p s . tl N i s e D i A t d
- M a r p c 1 l R i 2 a O f s; 3 -
n F i i N r t G f O e r C v o p m g N y e or i n O t r F d N i n l n e e a o h n u q t i t d a h l o n t o n i i H m a w e x d . a v e e 2 n o i 1 r o b n lp 1 t a o p 0 i i et u 5 8 h a e t r_ s t s i s i n . a o e a m i 0 t n e w r r e o 1, y pl b f
)
c_ r a d_t _ s n n uo d _ k. . c ri r n c e o t uoq p - l n " n , B o t e "0 o y C Lr n te u r n ' i _ t n o C a-
- . s e
l* s e _*
- t
p . g.g
-O + . ,; y-
+O (k
J m.,,,+
~ . [
r U/E F T U 'J.s . ..
. \
' 1. Oore,d = 1/4"nomiret,0'262 mas To pam
$081TA F302P 2 3 ' } [,
. Ilr*locules 3 gs 11234"00 ,
kOSITB F302P 2 3- or " 318" "*mld U8 7~ ' nam. To pan's !. [I IN d 0 10"long gius ren. 0.37P* OD x i 0858A F302P 2 3' J 45 sr s ' . F302P ,2 f0858D 3 -f 4 j,$l - W3
- 2. Emntricity DORE/OD not to sr.ceed 10%
of minimum =an ,shiennen F302P 2. 3 h0877A
- g\ - *
/s l:'
0877B F302P 2 3 . l l ,{ 3. Susface Dnish 32 p r ANSI 846.1
)
e 1412 F302P 2 ,
,3 ,. 1 I3 .H 4 Internal bore tip to E. Mft's std. gun or
- I hH-ll 413 1202 2 3 . ks '
)- - - - d'88 ""88*' (b
[H 13: s 30A 1202 2 %.5
~
d -
- 5. TOLERANCES !:
[ll-13: 30B 1202 2 14 5 . N t b f 3 ~ 1/8" c,ar 12*
; I" NFT $W losert2cn length (v) l') l
'~
Y 1/16" $ 12" ' l. 1 . -I Shank Dia. 11/37' ! 3 L. PRENTICE CollPANY iE Tip Thickness: i 11/3r* - l 6
. Tip OD: 1 1/32" -
i;
.2 N I 5 d 6. ' Overaillength, L:
1 1/16" Dia. _ _ g
- I/8" f;!'
L'.
- 5 PREffTICE C0lG'AHk . , 5' ' 7. Stamp tag riumber & materialidentification and
!l
= 0 traceabi lty, as required, on well head. '!s'
. x ..
.. ' >- 4 i.
>,t . 4 !; - 9 8. TIP DIAMEYER -
- i
- y. . ,. k- l b,
~
For Bere,4 = 114nomtral
- p.-
'l-
'\ '
, ,. .. g r d m p P
- yo" ;;
i .i.: g v~ ..'[ . I Bore ' - tt e yi' i * ' .l For Bae, d = 3/8" noming . T1p Dia.
- 49/64" -!
l I i .- i . 2,wM ;
. . =
g% . j t g Q
- L 30leS.S. per ASME SA Is79 c .
'k,',
~
; , 1/4" f U_ .
TilREADED TYft TilERMOWELL ( -
, gi {g s0LUTION ANNEALED
.s
.~
v..; '
~ . . . . . - . . . . . , . . . .. . .. . .
-e .
' ATTACIEGT "3" * '
~ NCR # o.re _
Done h n+ h - y
." READ INSTRUCTIONS ON BACK SEFORE FILLING IN FORM , . ,e These tegenmus fw Engemeeveg and Dansny vs.orehoe Owomeen om to be te4 fined is essadeems esse me abe$ le et fwe basen. .,
5.epsee s to.1we se sempi, min tous es,suemmes mey rusas in weer essesnoose = web aries P of ermost uses sempre e is -- '} A I- 2. 3. 00 4 ENTS
- h. 4 L OU&lffY VfRIFICATION DOCUMENTS .
J. , g, b. liL I t 1. 12. [ Gessamat Se,estrowe Esod Oeensity pn , , jCeatrey Dis:rl. sep,#.u tespeer.se (eemeerise Fieed beerks Cens*'Y Peresseph el Copies nuessed 8M'"' bgmevd besies :esima Niesse Anism GCE
- Nember Reiweese "*9 ""# I ter Code Chesk Chesh -
seeiisi r.ses vm Ne in.sene se Reeredesshie 1 f l h/A e Pashese of semple Cashly WesEsmeien dessnese Meerefense shouseg fenset and tyonalser eset, l newsdaim 1 1 NA m Tech Spec J -;b3(Q) f 1.1 3.2.1 M,e,ou,e X NA MA 1 e ase.ed n 1 Tech Spec J-563(Q) .t 17.1 5.2.3 menem NA NA - l am ed=h* 1 1 e -Tech Spec J-563(0) 17.1 5.2.2 med.im NA NAi !
** eda
- 1 r. Tech Spec J-563(Q)
, 22.0 6.1.2 m es*e mm awed =** 1 c_ Tech Spec J-563(Q) 24.0 6.1.1 **'o*a NA NA-ame8='* i 1 e Tech Spee J-563(Q) 6.1.3 25.0 *=Sa NA NA l no.ed=.w ; 1 ease 7220 0 23 6.G ^1 . M=eia= .K.
6 ney em Murofde Reeredenhie Mis = film Reseedesihie l um. ram Georedemble a j
. q L
- 13. Sepplier's Orde No. 14. Sepplier's Peet No. Name 1L Desenisy 1 %']
- 17. Soter's Aeq, seen NeL N0 A 15. SepplNier's P "4
- 28. Tsesenhilsty
- 18. Beres's Lise/Egmp, Tog er Code Rie. 13. asyer's Port Nome wwr-m-u n a 4M
- 21. Sepolier's We ..-C, set me listed merk and seguind desememen '
R'.2 'N 3 1 - b' Coolermese meet me nguirement of te presanne desemeen. * - - Seposesse ' s,gestwo /d' Tale Dee.
- 22. 8=w heb siin salessed hand eineisfestery.
Rahme of inspeetsee and reviser of desonnewestes as* eased Caie=ese O vis.ae'ed ender 2. neuerbs a NON: swomes, techief smessier y/g a< ,
- s. geste.. 3 Dois
- 22. Esenaennes The Oselity Venhessee Desemass ashastied to Essissense ne m., with this form beve been reviessed for esefesmesse to se Steiseest "' red . _ _ and en eenpakte. Eh Mb s,,,,,,,, j y,,
- 24. OCE Cheeb4e This fone end the Seehty Verilissiime Desemeen Samement etweased beseos beve been resebed and their CONTROLNO-- FILE Mn relemiseship to the herdware hues serised. QCr #' -
.__ , g,,
(. . After CCE Chesb4. Distibe e to: Preewoment Messger. Fised Offise Messeer. Metwiel C--- ) ( w/
' MIDLAND PLANT UNITS 1 AND 2 (This sh'eet J0sNo. 7220 s.321 4 CONSUMERS PO'n'ER COMPANY covers.Q-listed P.015PEC. NUMaER components) 7220 .T-229
.AAanya
.. niv.
Snd ENGINEERING AND OUALITY VERIFICATION DOCUMENT REQUIREMENTS SNEzT 2 0F 2 2
C L l 'i t= M O
- d NONCONFORMANCE REPORT 7c, A . A . 10-7-T)
- 1. PROJECT NAME JO8 NO.
Hidland 7220
. 19.
NO. 97 20. PAGE dOP I . h b
- 2. UNITISI 3. DRAWING /PART NO. REV 4. ITEM DESCRIPTION 5. ITEM LOCATION Diesel Cen . _N/A- N/A Concrete Air content
- 7. SERIAL NO.
DCf630.5)a
- s. P.O. OR SPI (C NO. 8. REPLACEMENT PART 9. SOURCE 10. CONTRACTOR / SUPPLIER C-230, Rev.10 N/A P/N_yfg_ REVyjg.-_ SER NO. .M/A- liubcontractor Champion. Inc.
- 11. INSPECTION CRITERIA lR NO C-1.30-377 12. ASME AUTHORIZED 14. Discovered During
- 13. SKETCH ATTACHED 16. Equip Furnished By
. (IDWG kiSPEC (IOTHER NO-C-230,--Rr10 'NEI'o"clNO
'O'D I l YES FTNO ( IRec'g (zjconst ( ITest ( IClient ( IEng lMFLD
- 16. NONCONFORMING CONDITION:
Specification 7220-C-230, Rev. 10, Para. 9.1.5 states in 24. DISPOSITION CONWRRENCE ll part.... " Total air cont'ent of the concrete, as measured at the point of place- "**'" "#' "'"" ""' l ment.shall not be less than 3% nor more than. 5% of concrete by volume." contrary PROJECT F8 ELD ENG8MEER DATE to the above, for placement of Diesel Generator Bldg. Footer #2 to Elev. 630.5' the air entrainment at point of placement for Ticket #21388 Truck #50 6 c.y. had "" ' ' " ' " " " ^" test result of 2.5%. A total of 6 c.y. was placed. "
,Q"-List #1.405. 1 Hold Tag "" """*****'"""" ^"
j Applied. Hold for Engineering Disposition. , l ^"*" " ' " ' " * " ' " " ^"
- , 17. REPORTED BY DATE VALIDATED BY DATE *** "'*" "'T' " "'* *
- 4 f D*M** 7 '7 5 /d*d*77 N
DI.ROUTI%: ( ) TO FIELD ENGINEERl' O ( ) TO OTHE AS (SPEdlFY) e eR o mne D i ( , ! 22. ( l Field Engineering Disposition % el P tee noe
$E AS I OCfilN_00 Ypx 50 ficmr> 216SS uws cemn m ;
uAw N twocnor<>mth Nn merra'ar es t E*/ E Al . MeTm w3 4 PRdosr.nttw Aen succmssiosi t12Ks. MA,n ssvisFA<-Te1N Ain detrftTs M- u.0,L frccasw omen n urna testd hm entirELTr Is uGV-
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CCFCP.ETE k- PL.4CIM. INT IDENTEICATION-
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L g, , j.,(q . NONCON' FORMANCE REPORT
- 1. PROJECT NAME ro 1 A bQ-m Joel NO. 1s. 20.
Hid1and 7220 NO. 3Il_ PAGE 10F.10
- 2. UNITl58 3. DRAWINO/PART NO. REV 4. ITEM DESCRIPTION S. ITEM LOCATION Unit #2 N/A N/A Concrete-slump & Air Content Pour #CC(787.5)a
- 5. P.O. OR SPEC NO. 7. SERIAL NO. B. REPLACEMENT PART 9. SOURCE 10. CONTRACTOR / SUPPLIER C-230, Rev.10 N/A P/N.N/A REV-N/ASER NO. -N/A- Subcontractoe Champion. Inc.
- 11. INSPECTION CHITERf A IR NO C-1.30-351 12. ASME AUTilORIZED 14. Discovered During
- 13. SKETCH ATTACHED 15. Esaulp Furnisened av ilDWO 63tSPEC ilOTHER IS. NONCONFORM4NO CONDITION:
NO C-230,_R.10 'NN'M'OU'8 IlYES (35 NO l IRec*e I )Conet (MITest ( IClient i IEng (311FLD Specification 7220-C-230. Ray. 10 Para. 9.1.2 states 24. msPossTIM CONCURRENCE in part..... "The . dump for an E-1 concrete mix has a rejection limit of 5" and ' " "'k 'M' -
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- with an air entrainment of 3-6Z." (1) Contrary to the above. Ticket #21227 Truck #51 had a slump of 5 1/4" at the truck discharge (concrete placed by bucketing method). This represente 1 c.y. of nonconforming concrete. ""*'**'"*"" "^
(2) Contrary to the above, Ticket #21223, Truck #39 had an EOL of 2.5% with a "" ' """ '*"*""" ^**
^ " "" '" " "
back-up of 2.12: Ticket #21228. Truck #30 hawl an EOL of 2.4% with a back-up of
- 17. R ORT B2 DA E 1 VAllDATED BY DATE as. pasmseTson nasut.vs I hh i l A h lO & ~}*7
- 21. ROUTINO: I I TO FIELD ENQlilEE41Nd i i TO OTH
[ ISPECIFY) 3
- 22. ( I Field Engineering Disposition IKI tios Pro tE
- J'
- 1) Field recommends "use as is" approximately'i c.~y.' of'iionconfoming concrete was placed (by bucketing method) with a high slump of S h" out of a total placement of 1322 c.y. Upon discovering this nonconformance the remainder of high slump concrete was rejected and the next truck was tested, yielding a satisfactory ea bbENEsReNemesecseNeN .
2)_Eleid_reconnends "use_as_is" Al for_ pump : durina placement, an inprocess test on truck 39, ticket #21223 resulted in a nonconfoming E.O.L.. air content of 2.5%, with a retest of 2.1%. . The next truck was tested and was found to have a truck discharge air content Of 3,JX,__This truck was then sent to the buckets where this air content 2s. M ACCEPTANCE woultLbe_ satisfactory.__ Subsequent _facreases in air content still resulted "'"*""" "^
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AU THORIZED INSPEC DATE { } (cont.) . (- > D _ J
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~~N BLOCK #16 00tfrINUED: NON00NFORMANCE REPORT (CONT'D) 2*PAGE d oF__10 _ ieuca no _g77 2.2XLTicket_f2122?a_Truch .f 29.had and EoL of '2.8% with a back-up_gf__2d%LTicket #21288._Trueltf50._fer_the buckets had a Truck Discharge of 7.5% with e atest of 7.72 and Ticket #21344. Truck #56, 3 L y. was placed under indeterminate conditions for a total of 27 c.y. of nonconforming concrete. In addition. Truck #38
,, Ticket #21226,was placed simultaneously _with. Cue nonconforming loads of concrete and therefore indeterminate in quality. One QC Hold Tag Applied. "Q" Liec fl.105. Hold for Engineering Disposition.
._22-(cont) in falling E.0.L. air contents on Truck 30. Ticket i 21228. and Truck 24. Ticket #21229. of 2.4% and 2.8%
respectively. A further increase in air content on truck 39. ticket # 21231 resulted in an acceptable l 3.8% E.0.L. Air content. These test results represent more than 18 c.y. of nonconforming concrete placed. B for buckets:en Truck 50. Ticket #21288. 2 c.y. of concrete was placed with high air content of 7.5%. The _._ remainder of high air content concrete was wasted and the next truck was' tested yielding an acceptable
. 5.5% air content. These test results represent more than 2 c.y. of nonconfonning concrete placed.
l s The following are 7Iy test results for the E-1 concrete. Note cylinder sets #2532 & 2544 were cast on j nonconforming concrete. ., 7__ Day _E-1 Concrete Compress _1ve Strengths Tickelf Cy L_ Set # AyejtrengtiL(D1ill. Tickgt f Cyl. Set # Ave Streng h] ) 21206 2528 3425 21310 2548 3390 j 21_212 2530 4640 21325 2550 4250 21223 2532 4695 21338 2552 4495 21241 2536 4110(1cyl) 21347 2554 4770 _ . 21249 2538 4140 21354 2556 4745
. 21258 2540 3430 21367 2558 ~4070 _
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NONCONFpRMANCE REPORT To A . A . is . m . n y
- 1. PROJECT NAME 13. 20.
JOB NO. l . h f -(idland 7220 NO. M . . - PAuflOF ~
- 2. UNITISI 3. DRAWING /PART NO. REV 4. ITEM DESCRIPTION 5. ITEM LOCATION
. SW Valve Pit N/A .
N/A Conedete Air Content Y(631.25)b' S. ,P.O. OR SPEC NO. 7. SERIAL NO. S. REPLACEMENT PART 9. SOURCE 10. CONTRACTOR / SUPPLIER C-230. Rev.10 N/A P/N_g/g._.REV-g/A_SER NO. _g/4_. Subcontractoe Champion, Inc.
- 11. INSPECTION CRITERIA IR NO C-1.30-371 12. ASME UTHOHl2ED 13. SKETCH ATTACHED 14. Discovered During 15. Equip Furnished By l R EQ'D
~~
()DWG (31 SPEC ()OTHER No C-230 R.,10
'7SP (LYES ,138 N O ( IRec*g {giconst i ITest ( IClient ( IEng (M FLD is. NONCONFORMING CONDITION:
Specification 7220-C-23'0, Rev. 10 Para 9.1.5 states in 24 IsPOSITION CONCURRENCE part.... " Total air of the concrete, as measdred !st point of placement shall not be " "' " " " l 1ess than 3% nor more than 6% of concrete by volume." contrary to the abovt., for placement of Service Water Valve Pit il to Elev. 631.25' the air entrainment at " " * " ' " ' ' ' ' " ' " " " ^" a 9 point of placement for Ticket #21442. Truck #29, 6 c.y. had test results of 2.6% ""*'"*""" ^* with a back-up of 2.7%. ATotalof6c.y.waspidced. "Q" List #1.505. 1 Hold -
'" '""" ^" 'O AUTHOR 8 EED INsPECTO R DATR
-s Tag Applied. Hold for Engineering Disposition. ! h 17. REPORTED BY DATE 18. VALIDATED BY DATE as. ossenssisOn nasus.vs dd . {ft. ROUT I 1o.6 77 V G: 60 TO FIELD ENGINEERING ( ) TO OTH(RS (SPECIFY)
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O 1. PROJECT NAME NONCONFORMANCE REPORT JOS NO. 19. 9 20. g Y Y mom, g NO. 979 PAGE 1 OF[ i 2. UNITISI 3. DRAWINGWuuuMMW REV 4. ITEM DESCRIPTION n r. Hao M1nck 16 g gTION _r o e_ , Babeds ' t_" W LA _z ^ C S. P.O. Wh'EEEEEur 7. SERIAL NO. 9. SOURCE g
- 8. RgCEMENTPART 10. NSUPPLIER O.
W -F-3031 Rav '4A Dal $lPla Man BlacJr lg Annnn11 mv TnlanA Thrneman
- 11. INSPECTION CRITERIA 1R NO} .00 9117 12. ASME AUTHORIZED u 14. Discovereel During 15. Esquip Furnsehed By
()DWO @ SPEC K)OTHER y% [3 -'3[1 4 M elg i IfQ3gEO'D 13.gg'ETCil YES ATTACHED ()NO (ERec's ( IConet ( ) Test i IClient ( )Eng ElFLD 1e nt Aravinam (A thru Ei to Material nannimition CA ~416'i YNrework relect h5 may n shows nalmon. atnAm attmehmA to chmn' n=1. reLer ~uge_gg}R_ anale and niate embeds. AWS D1.1 Rev. x ; X e D g/[4 am,+4nn_k p re vT. navn h ~4n_1 states "Tf v4mism1 inannetinn vavam1 any atnAs bN h== nnectne that Anas nnt ahnw a ill '460 daarea veld fillet. any stud that ham .
'tiaan van =1 red by val Aina or any stud in idrich the reduction in length due to welANEMMOsi i _ _/A[MX te laan than nnmn1 ; such abiAm shall ha atwielr with a b=- v anA bant_tp an anale -
AUTHOR 82EO $NSPECTOR DATE con't Par. 2 17 REPORTED BY DATE 18. VALIDATED BY DATE as. OssFosaisON RESUS.Ts N.htWE h*
- 21. ROUTING:
l0 6 '17 Y ("I TO OTHERS (SPECIFY) m /6-7 -? > D4 TO FIELDpINEERING {
"A 5P4' '#. r'"'\E,12, ,M T4"E"2iaBit'MitalmW"7#"J"tf"' h*z %
3-nm nrk nr repajr studs and base _ metal _(at the option of field engineering) in accordance with either of the following procedures. I 11MoMNdfaNI$ase metal in accordance with the requirements of
~ Aus 01.1.
Continued On page 2 e
- 23. PROJECT ENGINEERINO DISPOSITION Repair the studs as described in block 22. sub.fect to the following cn==m.its:
- 1. Replacement studs to be relocated with 0-2" from the orininal desian drgrino locations.
- 2. Contrary to para. 4.29.5 of AWS Dl.1-75. the arindina of the channel. Jingle-
' or plate "...from which the stud was removed..." does not need to be smooth --'*' "^"'^"
QC ENGINEER DATE and flush. if the_ replacement stud is clear nf tha ar.iginal <tud location; - { }3.Basemetalshallberepaired(asperblock _ wrm . 9c) ir anana,e n / L 1* 5UTHORIZED INSPE N DATE l V _ _ _ _ _ _ - . _ _ _- _ _- n-
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- *!'~ Y n\ c NONCONFORMANCE REPORT (CONTD) s.PAGE1 OP IA 11 NC2 NO ' 979 M. Dieseltion Coneurrenos 24. Digeet:lon Cer.eiserenes 24. W Censurrense Iteen #2 "*"'
- REWORK REJECT REPAIR USE AS IS REWORK REJE CT REPAIR USE AS IS REWORK REJECT REPABR USE AS 38
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/&/801 PRO ECT CONSTR EN NEER DATE PROJECT CONSTR OC ENGINEE R DATE PROJECT CONSTR OC ENGENEE R DATE AUTHORIZE D INSPECTOR DATE AUTHORIZED INSPECTOR DATE AUTHORIZE D INSPECTOR DATE
- 24. Dieseition Coneestrenes 24. Dieseltion Concestrenes 24. Dieseltion Comeurtenes llant heen Stone REWORK RE JECT REPAIR USE AS IS REWORK REJE CT REPAIR USE AS 98 REWORK REJECT REPAIR USE Ab 68 PROJECT FIELD ENGINEER DATE PROJECT FIELD ENGINEER DATE PROJECT FIELD ENGINEER DATE PROJECT ENGINEER DATE PROJECT ENGINEE R DATE PROJECT ENGINEER DATE PROJECT CONSTR OC ENGINEER DATE PROJECT CONSTR OC ENGINEE R DATE PROJECT CONSTR OC ENGINEE R DATE AUTHORIZED INSPECTOR DATE AUTHORIZE D INSPECTOR DATE AUTHORIZE D INSPECTOR DATE
- 24. Dispositten Coneuerence 24. Digeeltion Ceneestrenos 24. ya.. Ceneestrenos itent Itsen leent REWORK REJE CT REPAIR USE AS IS REWORK REJE CT REPAIR USE AS 45 REWORK REJECT REPAlR USE AS IS PROJECT FIELD ENGINEER DATE PROJECT FIE LD ENGINEER DATE PROJECT FIELO ENG8..EEll DATE PROJECT ENGINEER DATE PROJECT ENGINEER DATE PROJECT ENGINEER DATE PROJECT CONSTR OC ENGINEER DATE PROJECT CONSTR OC ENGINEE R DATE PROJECT CONSTR OC ENGINEE R DATE AUTHORIZE D INSPECTOR DATE AUTHORIZE D INSPECTOR DATE AUTHORIZED INSPECTOR DATE
- 24. Disposition Cosisestronce 24. W Cosecestrenes 24. Olupeettien Ceneesstenes itene itens llant REWORK REJE CT REPAIR USE AS IS REWORK REJECT REPAIR USE AS IS REWORK REJECT REPAIR USE AS IS PROJECT FIELD ENGINEER DATE PROJECT PIELD ENGINEER DATE PROJECT FIE LD E NOINE E R DATE PROJEe*T ENGsNE E R DATE PROJECT ENGINEER DATE PROJECT ENGINEER DATE PR ONSTR OC ENGINEER DATE PROJECT CONSTR INEER DAT& PROJECT CONETR OC ENOL'NSER TE g % i AUT E D INSPECTOR DATE AUTHORIZE D INSPEC DATE AUTHORIZED INSPECTOR
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- 1. PROJECT NAME :;
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19 I h 4.M N D 'V
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..J CONDITION: .)Vfn: . . .. ..r.,, rs a s f)pm. 9yra % .: /a,,;;
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- NONCONFORMANCE REPORT
- 1. Project Name Joss No. 19.
Tc 20. A A io-vi n Midland Units 1 & 2 7220 No. -9N7 Page of E
- 2. Unittsi 3. Drewing/Part No. new 4 Itern Description 6. Itsest Location Conw,n C-185 3 Air Filtering Unit Foundation Aux. Bldg. El-659'-o*
- 8. P.O. Or Spee No. 7. Serial No. S. Replacensent Part ,,, S. Source 10. Contractor /siepplier N/A N/A riN _Hl.A nEv N/A No. N/A Construction N/A
- 11. Inspection Criterie .N no N/A a. Asuf AuTNonszEo a 3. snE1cu ArvacNEo 14. Discovered During 15. Esquip Furnhhed By .
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M owo OsPKc OOTHER NO.
- O'v"Es" * " INo @* @Ec:GUCoNstyvEsf @cient ON_ogeto_
is. Nonconeormen, conasiion: _ *- '"'** co cun.nc. Item 1): Dwg. C-185 Rev. 3 calls for three (3) C6 x 13 embedd (per detail 6, Dwg. C4141, Rev. 4). Embedded in a 6" high concrete foundation "'" "" " " " ' ' " " " " '" pad for the air filtering unit (0UM-81B) at El. 659'-0" located (approx.) be- , tween 7.4 & 8.7_and A & B lines. Contrary to the above, the 3 embeds placed vere C6 x 10.5 channel inserts (see Detail 2 Dwg. C-143, Reve 1). Item 2): Inspectl6n.of_ concrete placed for the above pad reveals that the areas " " ' ' ' ' ' " " " * * " " ' ' " ' ' " *""
/O under the three (3h*aKas C6 red AuvNoNetto sNsPECToes cave x R.5c. channel embeds and the (continued on page 2) ,
ii. n. pori.d uy , g 3.i. is uy o.ie 2s. oisposiiio.s nesuits ( , H.
- 21. noutisig de W' . /#/F/71 \ ) vei- '
zo-/o-77 M TO PRELD ENGINEEfttHG Q\TO OTbENs (sPECI -
- 22. OField Engineering Disposition ' F'Al.D ENGINEERING R(COMMENDCD DesPOs4740N TC Pr]OJgCv ENGINEER 8NG UiMPost ric40 RSRulRRD BV 11 T7 .
1TEf6 \ *. biCCG. HE OtWatT pr#iPf5P riF S Abn OnydirINL D(M11L3%)fr)OR 60 C (nY 10.6 hkhD I loXI3 hiBMS_RS A.RF SUMLAR. f1C LD ELY,10RRPih)$ I RFfaMt@_OM "OSSf 1.\S E . ff//u,.a,.c-INN) '2. NHL 'VOIO /\RRAS LikhDRR TRE. Cl4Ak3GFLL P,E PRBMt_1Rf: GrPIATTP_D LO)~~n-l- K3Gk3-MWRtOR GTRcm"T. (~CoK3Tikki6_O PAC-F_ #2_)
- 23. Project Engineering Disposition /
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- 26. OC Accepte sco (dC ENGINEER
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O c 4 s. - - _ NONCONFORMANCE REPORT (CONT *D)
- s. e =37 _ ,_2 . .e2.. 982____
Cont _inued_from_ Block _(16t page 1 C8 L1_1 5_ channel __embedyer_e_ noti _ completely filled with concrete. This is evidenced by__ visual inspection _and_by_a_ hollow._drummLsound when_the_ embeds _are_ struck.with..a_hamer.. Hold for Engineering Disposition. ~ 1 Hold Tag Applied, "Q" List #1.202. on iTes. bl(T_K 7.E c.6u Tt Otir-Ti *.
- AnnrnGOhL VC-KTT HDLEs (&4. inc+4 T>in . mhx.htsht t es nuiu v:b rRPUM M THE C-RAGMRt__% .A.S RF>Cbd1RF-b PIV ~THft. {-lELD F1 Ilk'BEIL *TO Gh3SitRF T+WT TRE VG1DS CAG PiD DPnDDRLY ClI 1 FD IGW F-ROMfi .YpfgGrT 13.CY:,mFFRtL% P VDAVIDE m A X-tMtim OtihiBER AGn mir)1muin_sPPciKw c5F VELTr HDLEE .Duv v iOAcc r;<%niLtvy nF_.1BE_YOID_AllEthS llELD _REguEST5.$1.tE_REGu1REftE.OTE_.0EEPEC 1:22.al, RELIh_,sEcInos _b.,0._nuo.JB.O..ms_nwyG.D._WLTH _RESREc2_T_ m_SRREV1 PP,il2ARKrtetD#n cotrRETE_ADlWSWE _. CONT l LVe, .
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- 1. Project Name Job No. 19. g 20.
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Midland, Consumers Power Units 1 & 2 7220
"*- * 1*'
- CGt Ribar - Tcncrete Drill-
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- 2. uniiss: 3. Dre ingree.t No.
g ne, 4. :ien. De.c.ipiion 5. ii== .oceaa Aug. Bldg. E ^'/d ing for Expansion Anchors Cable Rm-El 674-6*
- 8. 7. Serial No. 8. Hoplacement Part 9. Source (ggg trygt. 10. Connutw/ Supplier P.D. Or h No. ,,,
N/A rea #/d ==v dd a o- "/d u n is.y: ion N/A Mao-c .sor._Q
- 11. Inspeci",e critute ,, ,,, C - M o - 6G : a. Asur AuTNonizzo es. sNcTcN ATTAcNgo 14. Discovered During 15. Eaguip Furnistied By Qowo Qserc DOTHER i8. Nonconto, ming condiiion:
NO. MGM, dW 4 O Is's " T No Ps DNo Oase:aDcoNsT O TusT OcurHTO.No gri.o S MM-C-E 4Mk 0 hh L Mu h pd M M newoNet nasacT n a ras se luseasse rebar may be cut each way, each face, with a minimum radial distance of ten i feet to the next cut bar on the same face in the same direction. Contrary to PROJECT FSELD ENGINEER OkTC the_aboye,_three____(3) north-south,rebar were_ cut within a ten foot radial dis- FIBOJn:CT CNGINEK84 D Al ts tance. See attached sketch,_Q-list #1,203 one stold Tag Applied. essoJacT coneTN ec aNGsNecN oATg lloid for Engincorf ng Disposition. 1cctrical Support.#9 6.6 9 sJg ' AuTNoNazzo sNsrecToes pavu
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R Date y Date 25. Disposition Results
- 17. %gported .,
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- 22. QFleid Engineering Disposition
%FMLDUisposrTimO ENG8HEEnING REr0tilnBD RECOMuRNDED RY ID--ZR- 7 DISP 65tTION TO PHOJEhT ENGINEERING .
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NONCONFORMANCE REPORT
- 1. PHOJECT NAME % A. A . is-mbfg l Hidland
- 2. Uf. ITIS) 3. DilAWING/PART NO. REV JOB NO.
7220 19. NO -986-20. PAGE y OF __h
- 4. ITEM DESCRIPTION 5. ITEM LOCATION l Common N/A N/A Concrete Air Content
- 6. P.O. OR SPEC NO. 7. SERIAL NO. 9. SOURCE A(64L.33)c' Um11 #8_
- 8. REPLACEMENT PART 10. CONTRACTOR / SUPPLIER C-230, Rev. 10 N/A P/N-N/A HEV_yfg.SER NO. -N/A- Subcontractor Champion. Inc.
l 11. INSPECTION CRITERIA IR NO 3-1._30-J21 12. ASME AUTHOf11 ZED 14. Discovered During 15. Equip Furnished By j l)DWG lK) SPEC ()OTHER NO_C 430r-Rev.11 '7SgigEO'D o 13,ilYESSKETCH ATTACHED KlNO ( IRec's ( IConst I XTest ( IClient (N/As i JFLD j 16. NONCONFORMING CONDITION: Specification 7220-c-230, Rev. 10, Para. 9.1.5 states in 24. DISPOSITION CONCURRENCE part.... " Air entrainment shall not be less than 3% nor more than 6% by volume." ""'" " 'N ""' 1 The air entrainment at point of placement for Ticket #21567, Truck #56 had test results of 7.3% with a 6.6% backup Ticket #21573, Truck 656 had test results of "" ' " ' ' " " ' " " " ^"
~ ' " " "
2.6% with a 2.8% backup and Ticket #21574, Truck #30 had test results of 2.3% with a backup of 2.5%. A total of 21 c.y. was placed. "Q" List #1.205. 1 IIold Tag -
"" ' """ ' " ' " " " ^"
Applied, lloid for Engineering Disposition. hf os) 156_lP td l.dE17' kI '" 17 EPORTED BY DATE 1. val.lDATED BY DATE as, ossrosinON HUNS
- 11. ROU h . , G: X)( TO FIELDlo-y 77 ENGINEERING .
k)-/2-77 l ) TO OTH S (SPfCIFY) {
- 22. ( ) Field Engineering Disposition Field Engineering Recommended Disposition to Peoject Engineering .
n w ^ nnitinn vomit vori hve in/M/77 "Use as is" on ticket #21567. truck 56 A nonconforming E.O.i. air content of _b,M.unn obacry.cd. .The_next_ tnick in,._wan ten.ted_and a_antlofactory 5.'z's Es_O.L. Q nir content was observed and placing continued. At a culmulative vani-arte or 32 0.Y.,_dn inforinntion test resulted in a 1 car air content of 2.06. Further tests on the next truck also resulted in a failing E.O.L. air content of 2.5%. (con' t) ,
- 23. Pf1OJECT ENGINEElllNG DISPOSITION
- 26. OC ACCEPTANCE I QC ENGINEER -
DATE AU1HORIZED INSPECT DATE
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, _ acement Identification A [. .~.. g,4g gg)cf... - - .1: - .=. : = =. .m - - Thin Seegen ,,.-37, ..
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Cdncrate Class I 4,. _ Mix No._ D-2 1. z= r ts.4 Ai, c.,.e.e Lt=te, .7 lo to .
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- Tim. Y rdage P oi== ; t.49 II*I'** N** No. ASTM Ise. As;M T**P' ognI j T.e N.. d c.143 74 c.238.74 .-
2f 56R NO 12cn 2 e v m- ,u b- - l 215 / 7 8i~/o 12 9.2 d T;n lamh 474 73 59 59 , v " " "
$nd [l.d 474 71 /,A /,0 l- l 21570 .~4 0 1224 1 lo Tailank 4 l85 70 I .
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b - - I " IEn[.G.:ee 3% ! 3. 6 62. I l 2f 5ao '40 1507 l t,4 l l -t - 2ISRI 29 15f G
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- I .
i ) i NONCONFORMANCE REPORT
- r o A .4. lo- Is-T)
- 1. PROJECT NAME JOs NO. 19. 20.
gg 7 ppg NO. __S8 8. PAGE _1OF_g
- 2. UNITISI 3. DRAWING /PART NO. REV 4. ITEM DESCRIPTION 5. ITEM LOCATION dl S_sh ih 0 Flued _ Head No. 1736 Reso. tor _. Unit J1 S. P.O. OR SPEC NO. 7. SERIAL NO. 8. REPLACEMENT PART 9. SOURCE
- 10. CQNTRACTOR/ SUPPLIER -
N/A N/A '/" 3/A- REV._.N/A SER NON/A N/A N/A
- 11. INSPECTION CRITERIA IR N 12. ASME AUTHORIZED 14. Discovered During 15. Equip Furnished By P I N RE 13. SKETCH ATTACHED 3Cl DWG ( l SPEC KiOTHER N__- y NO IIYES XlNO ( IRec's Klconst ( ITest ( IClient K2Eng l IFLD
- 18. NONCONFORMING CONDITION: Procedure FIP-1.lll Rev. 2, Para. 2.0 states in parts 24. DISPOSITIO'N CONCURRENCE "That this procedure applies to each engineering office revision issued for each '"a'k '**' 'ePair use_31 "Q" listed and non "Q" listed large pipe isoinstrio coannenoing with the " Issued Fbr construction" revision. Contrary to this, drawing no. M-638 sh 114, Rev. O was "" ' ' ' ' " ' ' " ' " " ' " " " "^
issued for fabrication. Installation and taok welding for Flued Head lZ36 "" ' ' ' ' ' " " ' " " " "^ oominenced prior to weld numbers being applied to thd approved drawing. "" "" *** '"" " AUTHOMlZED INSPECTOR DATE M 31Dak 16 EOntinued on page 2) ,
- 17. R PORT'.O BY .as. oispos Teon nEstsa.Ts DATE 18. VALIDATED BY DATE
, l n /f7 /7.,7y
; 21. ROUTihG: I I TO FIELD ENGINEERING l i TO OT RS (SPECIFil
()
- 22. ( ) Field Engineering Disposition h Eleid Engineering Recommended Disposition to Project Enoineerint Ille&stTtoli RU C,111RGB (W lo-P i ? 7 m M 15. ROMr'T kK30,1L)t-19RikN T8 % Ak3SNilT TG'TRE AU.C Ao "Tssimn ma cco:roucmno" navtsnti e4. n a micit y ,
't E~2P)- M-Ek , SIAT N N. R.Md t c'- t%-Tl
- 23. PROJECT ENGINEERING DISPOSITION
- 26. OC ACCEPTANCE QC ENGINEER DATE
-9, a
AUTHORIZE s ' DATE
, 0
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NONCONFORMANCI: REPORT 'To A; A . io s-n
- 1. PROJECT NAME JOB NO. 19 20 Midland 1 & 2 7220 NO.909 PA'GE 10F._
- 2. UNIT (S) 3. DRAWING /PART NO. REV 4. ITEM OESCRIPTION 5. ITEM LOCATION 2 C-652 8 Structural Steel Unit 2. El. 640'
- 6. P.O. OR SPEC NO. 7. SE RI Al. NO. 9. SOURCE
- 8. REgEMENT P/N REV_ gTSER NO. NA 10. CONTRACTOR / SUPPLIER N/A N/A Constructioll N/A
- 11. INSPECTION CRITEnl A L- $2 I. 14. Discovered During 12.,AsME NS ClAUTH 13.SKETCal ATTACHED 15. Equip Furnished By
()DWG ( ) SPEC l)0 OTHER 1RNONOCK a V_, (LYES ( l YES (yl NO ( IRec's j(pnst ( ) Test NO ( IClient NMig i IFLD
- 16. NONCONFORMING CONDITIO3. C-304 for High Strength Boltin9 V 24. DiSeOSITiO'N CONCUR,RENCE
_ connec_ tion to 22931 has been impacte . O ts were installed " ' " "' -" " ' ' "'* "I'- _without a_. washer _under__the. Ilo]d fqt.En .e.__ SpoSition PHOJECT ENGs NEllit g DATE is t_[1.101. 1 liold Tag attached >_ neat _ connection
"" ""'" **""'"" "^
GEE CO6JTIMUAT10M '5RE_ET AuYNOHl2ED $NSPECTON DATE
- 17. REPORTED BY DATE 18 V M as. ossrossTson nEsutvs
'. . 4 ROUTING:
$d L /0-l7.T7
) TO FIELD ENGINE 8 RING ( ) TO OTHEhS (SPECIF i
~
m ,q yy ' -
- 22. ( ) Field Engineering Disposition ( h Field Engineering Recommended Disposition to Project Engineering DISPOSITION REQUIRED BY : g) / a g/., ,
Use as is. The beam 225R2_to_beAHL229Rl_ connection is taken from table ll-A9 Page 4-22 of the AISC manual for 7/8 A325-F - bol which is in excess of the k f /h- j j g , required capacity of 220 ,Y ~gi9 " p7 ~ y t o p i m 4 . ,j; + q n
- 23. PROJECT ENGINEERING DISPOSITION f, l ,
i 2G. OC ACCEPTANCE 00 ENGINEER DATE DATE _. AdIHORIZEDINSPECS
)
6 e w2 Ni % Q '.D G Q i
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- s. .A J ;-o A.A 10-25-77 d
NONCONFORMANCE REPOR -g,. g go.iq,,,
- 1. PROJECT NAME JOB NO.
Yh 10. 990 20. Zy Midland 1 & 2 7220 NO. PAGE-) OFC
- 2. UNITISI 3. DRAWING /PART NO. REV 4. ITEM DESCRIPTION 5. ITEM LOCATION
;ommon C-180 3 Structural Steel Aux. Bldg.. El. 673'6"
- 8. P.O. OR SPEC NO. 7. SERI AL NO. s. SOURCE 10. CONTRACTOR / SUPPLIER N/A N/A 8.
P/NRiggCLMENTWSER REV NO. NM Construction N/A
- 11. INSPECTION CRITERIA 80-6' 12.,4sNCT#UTHM'd.y 13. SKETCH ATTACHED 14. Discovered During 15. Equi Furnished By (lDWG ll SPEC I)QOTHER IRNO NOC 2f PJf. d yS IIYES )(XNO ( IRec's ()()Const i ITest ( lClienh/$ng i IFLD iIYES INO
- 16. NONCONFORMING CONDITI g,g g 24. DISPOSITIO'N CONCURRENCE -
connection to 665B6 has ben M . One A490-BO M nstalled "'" without a washer under the h Hold for Engineering-UTsioUtion. A " " ' ' * " ' ' "" '*"
^**
_ M 201. 1 Hold Tag attached p _near_ c M e ' SEE GownutlerRAI SMEET N- AUTHORIZED ONsPCCTOR DATE
- 17. R TED BY
/ DATE /# iia [E ' / as. osseos:Teon ResucTs
' (-T - ,RduTING obbt O. FIELD d5 /0-l7-778 ( m n-n '
~'2.
2 I I Field Engineering Disposition ENGINEERING { l TO OTilERS ISPECliY) [ - tr je t Engineering Field Engineering RK.QL dRecommended
@ Pp D[i sition't6[s6 [ 1 7 11 The W 8x31 beam with the imnronerly installed A 400 bolt shows a desistn load __of 15K (Dvg. C-180 Rev.'3). This beam was fabricated fOr a tiro row connection which Consists Of 4 bolts and tv0 SA" anales. A One row Connection (total 2 bolts and two 3" anttles) has a capacity Of 18.OK (table 1 on page 4-21 Of AIGC) which exceeds tito desifn reouirements. (Continued)
- 23. PROJECT ENGINEERING DISPOSITION p
1
- 26. OC ACCEPTANCE OC ENGINEER DATE k h u - - - - - - - -
b:.. - _ . .- - - u
(dNdOS[dk0 E EPO T QNh b 2cr A:E __R_c7 _2.- F p No @ w .m 2 .s... . . . . . . . .
.y .
. ._(R1od_P.2 s.pntfougal__.._. _. #
Althou6h one bolt wa_s_ improperly installed and a_ portion of the,c_onnection_ anglo _possib g ,_dama6ed,,,_they_,are in excess of design requirements. The connection f a the des p requir_eme ,,s, herefore use as is. O N 0W.Jv U/kh2.1- . . . . - _lol_% .1_7 - INu Y ---- fouTIMuaTtDM of Block llo_). .. - A IGC. SPECIFICATinM FDPsSIRU.C.T1.[RAL do).MTG 11610 6 AArM_A3f5 oR. A 49o /$ctTs GECTioM % ANTES #Al WRT " DAin MARDEMFf3 WAnt-lEP3 St-lALL RF d6ED W ITt-l ALL A440 holt % tl A Eb To codM ECT M A rF RI A L MA\11M6 A SPEcl FsED M Miut.lM YlELD PCWT-LESS Tu AM el.o PS I . 9Ecrtou 66 STATEC iM PART d TI-lf.y_ (WAsMER.S ) ARE REQu/ RED tntyt A4.90 B cl 7'S - - - - Tb 12E buCE G ALLis[1_AUn ARIBMELu^!G, EFT 4ESE PA R 6 '.' ' 000TRARY To THE_ d t100E0 TH E coMMECTeoeJ oF id A X'M TO C#(45 No (DEslArJEO WITI-\ k+ A %'2 C) F BOLTS ) MAS B E Eld IMPACTED, OME A d40 BctT effes INSTALLEO JAl TFIE A80VE ccMMECTeou wirflour a uJ A6 Hee UA10ER TME WEAo. F.Jeto FcR E%IMEERI46 f3LGPO 5 iTtoA8 M Li4T tA l, '2 o /__ __ / l.lcLo I--G__AT7%cHED A ME. AR "1T-iE. COMMECTIOM., - _. ...._ A 8 % --lt,( A Lu /O 5[h"1
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-d NONCONFORMANCE REPORT y ,g,g, g ,,,q.y
- 1. PROJECT NAME JOB NO.
- 19. 99}
N . 20. PA E J_Or1 Midland __ 722.0
- 2. UNITISI 3. DRAWING /PART NO. REV 4. ITEM DESCRIPTION 5. ITEM LOCATION Cnn=nn N/A _
N/A ConGrgte Air Content A(704)a
- 8. P.O. OR SPEC NO. 7. SERI AL NO. 9. SOURCE
- 8. REC CEMENTR4BT 10. CONTRACTOlVSUPPLIER C-230, Rev.10 N/A- P/N . REV_IllfL SER NO. 3/S
_S b_foDtr. Champlop Inc.
- 11. INSPECTION CRITERIA 1R NO 68 12. ASME AUTHORIZED 13. SKETCH ATTACHED 0]ey.10 14. Discovered During
- 15. E@ip Furnished By
()DWG NISPEC ( ) OTHER NO lyS,P 10 , o@ (LYES g)NO ( IRec's ( JConst X ) Test ( IClientg/gos ( IFLD
- 16. NONCONFORMING CONDITION: 24. DISPOSITION CONCURRENCE
<pec,_C=230,_ Rey.._10_ states,_" Air _entrainnent chall ha__
rework reject repair__. use_gt.g _. hatween 'l tn M" The Air entrajnment fnr_TJcket #21679. Truck #30, had a Test result of 2.5L with a Rack _Un of 2.5%. A total of 8 Cv. was Dlaced PROJECT FIELD ENGBHEER DATE with low _ Air entrainment. _
'"''"**"" ^
Hold for Engineering Disposition.
" " ' ' " * ' " "'"****" ^'*
'0' List number 1.205, 1 Hold Tag applied. North Wall AUTHORIZ ED 4NSPECTOR DATE e
- 17. REPORTED BY DATE 1 VALIDATED BY DATE , as. assPosBT90N RESULTS
- 21. R NG:
u (A TO FIELD ENGI yNE RINdah c2EELe/x
'l i TO OTi%R3 (66CIFY) m 7-1 7 "
- 22. ( ) Field Engineering Disposition ()( Field Engineering Recommended Disposition to Project Engineering s Disposition-required _byul0-28-77 m "U.te_n_fs" test results on_ttuck_3Q._ ticket _1216Z9_resulted_in_a Jow F,0.L air content _of_2.5%._with a_ backup _of_2.6L.lksubsequent_ increase _in_A.E.A admix._re..__. .
Eulted_.in_a._ satisfactory _3 iLLILL_ air _contcnt._Coi1 crate _placed_with low _ajr_ coa._ _ tent is represented by 8 C.y. Out Of_a_tatal placement _of 149 c_y NOTFr CyJjndne
- sets 2619 & 262_wcre_ cast on the non-conforming rnnerata Tact raculte fennt ' ~~ ~'
l
- 23. PROJECT ENGINEERING DISPOSITION ,
I
- 20. OC ACCEPTANCE J OC ENGINEER DATE
^
AU TilORIZED INSF R DATE I .
NONCONFOR. NCE REPORT (CONT'D) 20PAZE 2 0F 3 J NO OS}.
. Block tio. 22- (cont.) - . . . . . . . -. . . . . . . .. . . . . . . .. ... .
.will..be forwarded upon. request. as. soon.as .they..becone, available. . .. . . . . . . __ ..
js_.. A k'.x/ ??
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7 - flCR 991 Page 3 of 3 .
. -m -
19-Pr9% cc N d _= 5T -t E.S T* R E P o e. i- ~-
< ra~ e es w .
cpaction Record No d-f. 30- S to A 2.- Date , _ f n- t4 17 3. Page _
, of CONCRITE &c P1J. CEMENT IDENTIFICATION '
~.--...~...-.-.=-..=.-r=.srum- .-.
4 Placement Identification 4 (7ao,};r__ , . Thin Section
.. - . -. - --- . % Th.i.c. L. c2 Mass. II
~
s Cenerete Class '
~
'I 4. Mix No._ O-2 1. r r tm.a Air ca.e.arLt=te. . ~7do la s s .Stuz=p Vr orking Limit _. .4 ~
P - 9,, Inadvertancy' Margin 2 ' b.* c rsi. it. t ya
._ .mp.r.=r. z.:mit. 85lb. _v 9 tL
~1 t .' * ****' **== == = A 7 * *bt= Hotg Coldp 13 14 Cum. 15 SamptL=g A
- Track Time 16 st e p ! 17 91, p
' 39 Am*m . Y * .
, Yardage Poins ASTM ,*"7* g, ,,
' +- .N Eat. ASTM
- gp ..:.g d .
. c.143 74 c.z3 .74 ..
2tove ho Omim 'R Talak S6 o
- End.hh.,el 2 Y+ sA sz % 2r.2ai G.
v -'
- 2. SK * '
2.x 2. t. 21 to So 39 0 019 2c.vacE6f l l ' 21(o R I 29 0 9 0 2. 1( l . 2 1 re 8 4 Ro OS4 to ! 24 l 21 to gt, 'So to o o l 3 2.
- l l 1 -
l t 2f tr e7 2,9 toos ~40 l [ ' 2lGS 9 30 1011 l EB l -
?_ o No to3o l 56 ;
Tano-M.! 3 V4 '
- 5. o 54 48
' ~~
([21 (vSi h r 29 104 0 l ,64 l' 2 lbd 1l.w! 2 72 L ' S. 4 ' 57 l ? l - L l h 2169s so 1o53 l 12 l l l l 21 t.,94 150 ting l Bo ! l i l , . 21690 29 u 23 ss. I - l. 91 r,99 '50 nse l 9t, I i I l l 21Too 29 l'200 104 h"E; \ o,.Y 3 6.5 89 1 56 -l v ~ 4 a IEnA AL;- lY1 1 4.o to o l-21702. 50 122.1 ! 112. . l I l I I ' 21 in fo 29 12.4 0 '12. o ! . 2 .' I n R 5'o i2.sn i2R \. 217/3 29 19 o 2 13(o 2pyi5 60 13 ) t, )44 4
.?
21739 29 1392 1S2. !
.. r,_, r i ,. c, com r: ,
g g, e. a. st,.2 4frA)
' 4. scdsadcAucuTao Achrc n..zs.,3
"'" - " 2 "
WT'. Coa.rTAstac2. M. . WA ' , t,g, Q a. H/A CAusA4 r.ac Ps.s. D ATE N - g e w erEz. R A ~2 S4 % O 0.M=ta a DuC OhTL ^ f4 " -
.o ocar;z Es.3cen:o C* Y'n< - CAuoMTie*3 N: h'f E ' *#
'.Ceut.e.rrE $AMet.cw(-TasTs.c tv B. R D.14 , A s.4t-( Caorami., E o wed ts. e_3wsw w-_ . -
,'dM__L_- d Ma gf,, py7g ,o.;4 77
' ' ~4 . Y.
( NONCONFORMANCE REPORT Tes A.A.so Li-m
- 1. PROJECT NAME JOB NO. 19. 992 20.
Hidland 7220- NO. PAGE _10F3
, 2. UNITISI 3. DRAWING /PART NO. REV 4. ITEM DESCRIPTION 5. ITEM LOCATION h Common N/A N/A Concrete Air Content
- 6. P.O. OR SPEC NO. 7. SERI AL NO.
A(699.17)a ' ' Wall'f2
- 8. REPLACEMENT PART 9. SOURCE 10. CONTRACTOR / SUPPLIER C-230, Rev. 10 N/A P/N.-N/A-. REV N/A SER NO. -N/A- Subcontractc r Champion Inc.
- 11. INSPECTION CRITERIA IRNO C-1.30-360 12. ASME AUTHORIZ,ED 13. SKETCH A ACHED 14. Discovered During 15. Equip Furnished By
{lDWG KXSPEC ( l OTHER NO C-230, Rev.10 TSPy O ED D o (LYES NO I 1 Rec *g i iconst (MTest ( IClier.2 (44&g I lFLD
- 16. NONCONFORMING CONDITION:
~
Specification 7220-C-230, Rev 10
#p rg._ 9.1.5 states in 24. DiSPOSirloN CONCUHRENCE part.... " Air entrainment shall not be less than Jf d* r. kiM 6% by volume." '" "E' "Palt ums is._
The air entrainment at point of placement for Ticket #21838 Truck #29 had test results of 7.3% with backups of 7.0% & 7.2%. A total of 5 c.y. was placed with '".'" '""" " high air entrainment,, "Q" List #1.205. 1 Hold Tag Applied, Hold for Engineering
- "" """ "^**
Disposition. " " ' ' " " " "'""" "^
@ 6.6 line & Gn Line .
AUTHOHl7ED SNSPECTON DATE PORTED BY DATE 18 ALIDATED BY .DATE as. oiscossT on assiJa.Ts s
..1.ROUTip - (k.
WTO n LO*19- 77 N FIELD ENGINEERING ( ) TO OTHETIS (SPECIFY) 4;*k
/O-19*7 1 i
- 22. ( ) Field Engineering Disposition ( X Fieldnisposition_reginrod Engineering Recommended D,isposition by- 11 WProject EnDeering "Use_as_.js" approximately 5 c.y. of nonconformino concrete out of a total of 78 c.y.
p]itcement was placed with a high air content of 7.0% E.0.L. before this nonconform-ince_was discovered. (loon determination of this nonconformance, the placing of concrete _Was_ halted _and the remainder of' nonconforming concrete was wasted. The next__trwk_ batched was tested and placing resumed, resulting in a satisfactory (cont .)
- 23. PROJECT ENGINEERING DISPOSITION
- 26. OC ACCEPTANCE OC ENGINEER DATE AUTHORIZED INSPEP")R DATE
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,9 . - *^ T o A ./.\ . (L)-n NONCONFORMANCE REPORT
- 1. PROJECT NAME JOB NO. 19. 20.
PAGE 1OF_g 5 .- Midland 7220 NO. 995- -
- 2. UNIT (S) 3. DRAWING /PART NO. HEV 4. ITEM DESCRIPTION 5. ITEM LOCATION Common N/A_ N/A Concrete Air Content A(687.0)a4 Slabs 6&l .,.', ,
G. P.O. OR SPEC NO. 7. SERI AL NO. 8. REPLACEMENT PART D. SOURCE 10. CONTR ACTOR / SUPPLIER , C-230 Rev.10 N/A PIN-N/A REV N/A SER NO. -N/A-"- subcontractor Champion Inc. . -
- 11. INU,CTIONETEnlA E IR NO C- 1.,30-38J! &332. ASME AUTHOnlZED 13. SKETCH ATTACHED 14. Discovered During 15. Equip Furnished Dy NO ' W , Dav. 1,) INSP 10 E O'D k)NO
()DWG 0() SPEC ()OTHER f ( ) YES ( ) Rec's ( IConst ( ATest ( IClientN/LM l IFLD
- 16. NONCONFORMING CONDITION: 24. DISPOSITIO'N CONCURRENCE Specification 7220-C-230, Rev. 10, Para 9.1.5 states in part.... " Air entrainment shall not be less than 3% nor more than 6% by volume.H ~ re*91k r et rcPair use_&
The air entrainment at point of placement for Ticket #21797, Truck #51 had test -
" " * " ' '"*""" ^"
results of 2.5% with a 2.6% backup. 3 c.y. was placed with lou air entrainment. PROJECT CNGINCLH DATE All testing for slabs 6 & 7 was run at one point, (slab #6) under one frequency.
" " " ' "'*" ' ' " '"" ^"
Before another truck came into the testing area after Truck #51, 36 c.y. was AUTHOHl2CD INSPLCTOH DATC _placed on slab #7 and is therefore indeterminato in quality. "Q" List #1.205. z5. CMSPOSITBON HLSWTS 17 EPORTEDD DATE 18. VALIDATED DY DATE
) '
# a0. n o-zo-v,
- 21. R O ING: M TO FIELD ENGINEERING ( ) TO OTHERS ISPECIFY)
,)
w-ao-77
- 22. ( ) Field Engineering Disposition (>{ Fictd Engineering Recommended Disposition toWoject Enginocring Disposition Required _Sy- 11/.23/77 ,
"Use As Is" test results at a cumulative yardage of 150, ticket #21791 was tested
_And._tentlted in a low E. O. L. air content of 2.5%. The remainder of that truck, __(3_C.L.)_was refectet and the _ batch plant was informed to increase the amount of air content. Truck #30, ticket #21798 which was being placed simultaneously with truck 51, ticket #21797 was also tested and was found to have a low air content,(egf) ' '
- 23. PROJECT ENGINEERING DISPOSITION 2G. OC ACCEPTANCE OC ENGINEER DATE AU THORIZED INSPECTOR DATE
.4, M ~~i
_ _ _ . _ o
- m. - _
AcK #16 CONTINIIED: NONCONFORM. REPORT (CONT'D) WAce 2 op J/ 5 no995 _2. Hold Tax Applied y Hold for Engineerigz Dispositiop,. S.W. corner of Slab #6. S.E. corner of Sith #7. Continuation of Block 22. _of_which 4 cy. was_p. laced. Tha_next_'_tr_Uck in at the testing area truck 39, ticket #21803, which noted :n in- __cr. ease _in A.E.A. Admix,_was_teited and was found to have a satisfactory E. O. I - air content of 3.6%. Note: Tickets 21800, 21801, and 21802 were not tested, but had a sirallar amount of A.E.A. Admix as contained on ticket #21803 and can be assumed to have similar E.0.L. results. Approximately 13 c.y. of non-conforming concrete with a low air content, was placed out of a total placement of 230 c.y. Also note, concrete of unknown ~ quality was placed between tests at cumulative yardages of 102 and 150. Test results will be forwarded upon request as soon as they become available.
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/M/7 79 ! s. Pa,ge __/_ , ,
-- CCFCRETI 6: PL4CIMENT z.:-
IDENTIFICATION s -. .- - - - - - ., Placer,ent %entifica. tion .J.:/gy7. .; .. 5$.:: ~~~-[g!,AB 7 ' ..
. _ _. . , c, .. Thin Seetion . C. Thic..k c: Mass. D
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. Hots , Cold.cr I1 13 14 Cum. 15 Samp!!.ag 16 5' ump i 17 T.Att "
, Truth Tite.e Yardag. Paia: Agt;.g 7,
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.'idet .V2. Ns. Zat. ASTM , q*% Test N Ah
- C.143-74 C-231 74 -
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- c, Placement Identification _. ...j [4 g7. c )n-..-...--v..=-..~---------.-
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_ , . .. Thin Section .. % Thick c1 .hiass. U s- Co'nerete Class l 4, f -I
.'.Mi.x .N.o. r. zur.tned Air cent.at Ltmit. 3 4 0 lo __ .
- g. Slu=p Vv orking 7 hit - ? 9, Inadvertancy Margin
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13 ' 14 Cam. 15 sam;ti g 16 s; ump ! 17 ',.A tr 14 Coat. I9 mb* 'M datt U Gmp @a. . Truth Tiene Yardage Pois Teq. weigh. asts. ASTM C *31 69e '
- 3. be.
A3;at Eat. AsTag T* *?* C.143 74 C-231 74 C.138 74
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21767 $o 09)O to Llo,, le l 274 4.0. 4.0 54 34 PfalEC.T 2 MtM O 217fs 9 29 0 918 Iesnr.muY l 2177I 5(, ' 0934 12' W;)onkeI 3 c. S S. A . 30 l 34 ^ 21.32h &
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.21Bo7 AD 1430 2.1 o .
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- 4. Ipso Descriptiori 5. Itene 1.ocation
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,. , 6. ;P.O. Or'Spes No.' . ].f Sylet No. 8. Releceenent. Pert . ;,,,, .- 9. Source '
. , 10.. Contractor / Supplier . .
;.. .. C-231 : Re'v~le 14 M N/A - PimN/A REv .N/.A_. NO; N/A ' Cons truction N/A
. ,. ,14. Inspostion criteria . . . , . ' . . ,, go' r'.1.40-351 a. AsuE AuTwpRizEn , 3. ..c5TCn ATT ACuEo. 14. D;.coeered During . 15. Equip Furnished By
( . .,[,.' _s; Mowis ' I SPEC' O sr'wER So. c-329 Rev. 6 O 'v"E' ' M*e 'o* ' @ vE=' Dao ',
,18. Nonconforsnisig Condition; OaEC:a t% Coast._O_T.E..a_r. DCuE.a.T.__i.
, 24. Dispositson concurrenca
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- Supon comparingtheoreticar elevations of the dome surface against actual' elevation PROJECT flEL.D ENGINEER "DATE shots take!n on the concre'te surface Ise'e attached sketch)! ' -
s , PROJECT ENGINEE90 DATE
, Some' areas. of.the dome appear,to hav..e cover less than 28 inches.
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q -.. (( % 6e Tl to r 71 -7T]k., . . t NONCONFORMANCE REPORT
- 1. PROJECT NAME To A.A. no-2s -O JOS NO. 13. 20. .
NO.ggg 11Idinnd 072N PAGE LO d
- 2. UNITISI 3. DRAWING /PART NO. REV 4. ITEM DESCRIPTION
- 5. ITEM LOCATION Flut co g N/A N/A Nuclear Service I!atterfly Valve Storam itsa 10
- s. P.O. OR SPEC NO. 7. SERI AL ?" ' 8. P ACEMENT. T 9. SOURCE 10. CONTRACTOR / SUPPLIER M-13?AC- See Block 16 P/N REV I SER NO. N/A y g,g
- 11. INSPECTION CRITERIA lit NO N/A 12. ASME AUTHORIZED
- 13. SKETCH ATTACHED 14. Dia wered Duri.e 16. Esguip Furnisfied By
()OWG (2) SPEC i1OTHER NO 7220-c.9 Ifht E O'D (LYES 4) NO I 1 Rec *g ( IC..st INTest i IClie.t (>lEng i IFLD
- 16. NONCONFORMING CONDITION:
Per spen. 7220-0-7. Itev. 3. Flc. It two teminal blocks 24. DISPOSITION CONCURRENCE n r. ,hnm TP rew.,k resec -~ eo p.ase usepajg_~ O dill"Thutinn of thp hfl0 V. . "I please. 60 gz and 120 V. A .C. ' Control Stenly.*
- Mnt= 1 also ::toles si factory Hir'ug - all terminals enseked 'I8 are
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__. PROJECT F8ELO ENGINEER DATE
.__aotmcnnt.tsestijera . GnattarY to IJ te' ahove. the following_It.ema, iner serial _ _ _ _ .
___ PROJECT ENGINEEN DATE nii,riber, do inat have (2) ,wo -t.eri,iinal stripo nor are tria 811 ' connection: ' PROJ CONSTR GC ENGINEER OATC~ I ?M,n *P# rtl . AUTHOR 4ZEO BNSPECTOR OATE
- 17. REPORTED BY DATE 18. VALIDATED SY - DATE as. OssPos:Ts N HEsua.Ts b h f J f A' f6 2/.*yy '
- 21. ROUTIN3: OC TO FIELD ENGINEERING ( l YO OTHERS (SPECTFY)
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