ML19331A228
| ML19331A228 | |
| Person / Time | |
|---|---|
| Site: | Midland |
| Issue date: | 02/28/1977 |
| From: | CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.) |
| To: | |
| Shared Package | |
| ML19331A227 | List: |
| References | |
| 7220, NUDOCS 8006180781 | |
| Download: ML19331A228 (205) | |
Text
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k-) < y NONCONFORMANCE - RLJ LOG & STATUS BOOK u. REPOHT DATE
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PAGE COMPL.
- v. PROJECT NO. 7220 WNWN -
NCR ORIG. NONCONFORMANCE S US DATE PREPAllED BY N O. DESCRIPTION / REMARKS
'nouTE Eu"To N$IE *$o^sto CLOSED BY !
l . 7-B- 7 1-7-77 B T. Ch e c k 412 4-26 T. R. Lieb C-230 Flyanitfincncu s,_.l.ls cr_ Test P4 eld 4-29 76 76 L. R. Albert l
-76 1.105, l.205 4=2V=76 -76 12-21-76 B. T. Check {
c 4-26 DEX M 413 T. R. Lieb LZ30._D a t cltEla nLC e tn c nLScal es_h ralv- P-i ul4 4-29 4 30-76 4-30-76 O during_ calibration IJn5,__1.2ns .t _n % 7/1_ L11.7L -{__S.21.76 _r- n A thert. 414 4 29 M_1.01A - Docunientation and Cade_Datn 7- - CD R. A. Moray Field 0 6 8 76 76 P. M* Pitts H _-76 _ Plat c_2c a-pipe _ spools - ASME dJ351 4-21 3i 74__ 00 *415 4-29 II. 13 ole e n M-106. IIangers fabricated and shipped w/o P4 eld 5 7~0' e 76
-76 sketches beine aDproved A31E_3,103,3,_lg ;IL"2471 7 11 _ '
416 4-30 A. L. Houlden ASME Suction _III.__Einid__W_cid _ Unit _la Sutup Eield 6 7 7 N -76 X-ray requirements violated ASME 4.134 76 76 76 W. M. Pardee 4 30-76 , i17 5-4-76 2 ' A. L. Iloulden ._CL-lll. _11nLL1LSunip,__w. eld in nend oLrepair__ Field No 6 after pressure test 77 F. Mabala 4,128 3-4-76 7 (, 418 5 l-7t R. A. Moray M - 104 A. Documentation and Code Data l4 "Id 5-20-7( 6 10-20 4.192 8' M S -76 11. A. Moray _ _ . _ _ Flats nn pipe _ spools._ AShiE d._164,__:1 17J,... _ 5'i-76 _-76_ 419 5-4-76 II. Iloleen .G - 233 A.-._A n citu r__11 olt s_.d hn ens inu c4Lshar
- MS 7 ,
No 5 - 2 4-70 76 1.102 11. Doleen 5-5-7_6 420 5 7( II. Iloleen M - 12 0 Valve taggingJarics_f tsnudocunlent. MS 6-1 ~ 6M "' " 76 Fic1 d No ' marking on MO Valves 5-11-76 76
~
ASIE Va rles 421 C. II. Nelson 6-22 5 7 (. f-ZJD._ Ilan1p nortituLAux_ Bldg,_.maisture_- 5-21-7 i Field -76 6-n$-7 I.. H. Alberts ennt ent hinh _ i nna 5-12-76 , 422 5-10-76 P. W. Itatter ..M - l G6, I .in ear- In dica tion a_on_11 ang er-. Weld s- Field No 6,11 7 -15 P. W. R atte r _ 4.102 s,3_9._7( .
', 423 5 - 1 0 -78 P. M. Pitts M- 104dligg_ Spool 3 Aix-Quenched r-not 76
-laield 5-28 76 P. M. Pitts W a t e r_Qu e nch ell. 4. ld d__._ASM E 11.034 _76 AAo.103 O'J/74 oC i*
- page 38 (r]
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,n NONCONFORMANCE - REk~d I.OG & STATUS BOOK u.
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, HEPoRT DATE PAGE CoMPL.
0.C. E NG. SIGN I 72P7
- 1. PROJFCT NO. . . .
~
- 2. 3- 4- 5-NCR ORIG. " STATUS
- DATE PREPARED BY 6. 7. D ATE 8.DATE 9. DATE~ iO.
N O. DEScis clON/R EM AR KS nouTE XMTD RETD CLOSEo
- CLOSED BY t Fl> -
436 6 " ' ' "" '^** M. E. Foote . No 76 8 76 'C' Line unll @ 632'6" 1.PO3 ~7 g.g 6-29 7 437 6 II. Ibleen loh c-pnat.--racolvca_unh 90 T LI.18- No -76 76 II. Boleen
- 6-14-74 76 _ _ , , , , .
ASl42 h.185 438 6-14 R. S. hio r r ow (f 1041__IncorInct inin_nn code _dataplate {- [h- No 7 8 -76 for pipe spool IIIBC-121-S%64' ASME 4, i(24 76 76 P. M. Pitts 76 6-I4- d 7 ' M- 104 A. Pipe spool delivered w/o venturi 10-1 10 439 76 11. S. Mo r row 76 as sembly IIIIIC-12 3-S616 8-2 ASM E .164 l Y6 -76 76 H. S. Morrow 440 6 W. M. Pardee IIeat Number discrepencies on Fielcl fio 6 9-16 C-SOA s 76 Slah Il8 IIT// 81989 1.109 - I * * "" Field 7-I- 7 44l 6 II. Boleen M - 120. Incorrect PO Item # on Valves 6-16-7 i No 76 76 II Boleen 7 I' RN-.52n6 fll=1-17 and_5206.-AL_-1. Il ^8 442 6-15 II. Boleen M - 12 9. MS No G- 321 - D not t ra tnable t o 8 3 6
-76 valves ' "* " """
ASME 6-17-7( [i 7 2 443 6 L. R. Albe rt C- 2 31. Missina Dowels, Aux. Bldn at Wall ~ {~ield- No 76 77 M. Foote ' 76 53 L Kc Line. El. 6238 3" & (21'3" 1.203 (
*- I 444 6 L. R. Albe rt I.ack of Reinforcina Diaa. Ila rs on Figid No 0- - "' -
76 6 77 Wall 53, 'II' Line wall, El. 630' 75 ' l.203 Y6 - M. Foote , 445 6-16 R . S. Mo r row 8 8-23 M-106, liangers fabricated to not-approveel l [dg~n
-76 Drawings. ASM E 4.112,4.1G 76 w -76 1n. 76 446 6-17 II. Boleen M- 104 A. No documentation for 26" wraDD"d MS No 6-29
- l -76
-76 & coated piping 20' Inths ASME 4.192 6-17-7( g ,,qu u, eg, i
frield 447 6-17 II. Boleen g It g cgi p e g g , g . g i g t! n . _ 6 No 7 - 7 II. Boleen .i i ,* 11. PA,, OC.G3-1 1 A Ao.103 09/74 OC .' .. Pt ge ha \3 t I
- j. .
s 1 , Q O O : 7.,.., LOG OF NONCONFORMANCE REPORTS
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I ' Mi/ aand 1 L 2 1 7220 t a 42 PROJECT NAME _ _ JOB NO. PAGE ' # 6
' DATE NCH NCH NO. DATE NONCONFORMANCE DESCRIPTION / HEMAHKS t -
DISPO. Ct.OSED CLOSED BY .I b* ~
.SE/ ESP _ _G-3. 2 H ev..O. Impl em e nt ed _u s i ng_new_fg rm s 'r fo r__Nonc onfo rma nc e_ R e p o rts .a n d_ Log Sh e ets 460 7-2-76 -M-106-Incorrect-Dwg._Rovs_sent-with Ilange rs EWoPerk
'4 61 7-7-76 _M.106 _ Incorrect _Dwg.. R evs._sent_with_Ilangers R cwo rk
. _Eab tn_Leve1.f1_Dwgs. __ _k Doc-462 7-8-76 _Dwg._C:220_R ch a r a_cula nd_noLil e pla c e d St d. R epal r 8 Foote 463 7 76 M:51. G-321-D not received for 4 sets of gaskets Doc 8 7 6 II. Doleen
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. 464 7-12-76 _C-tll._f f A D and_IlaB_sulnassys_show_ inconsistent Rework 10-5-76 U. M. Pardee ;
_IIeat Numhcrs, , , 465 7-15-76 _C-20fl.-_ Strength Levelof_ Conc rcin_falla_hclow rso,__. Use as la 11 7 6 B. T. Check ' _ _fc' level..._ Cure Temp._nf.cylindets_hcInw_rcaultrmsnl u, 466 7-16-76 _ht-104 A.__Thrre._Eine_.Sannla_Delive red De_nt. Reject 9-20-76 R. S. Morrow 467 7-19-76 _M-104 A . venturi not installed in Spool Piece. Use as is 10-12-76 11. D. Foste r ' 4 _ _ _ _ . _ _ . _ 4 6 P. 7-20-76 _M-106 SupporLDars_have incntrastinaldc_Iliametgt, R eject 7-29-76 P. M. Pitts 4l9 7-21-76 _C - 213._.. N e l s on .S t u d a._wn te_ h rske n_nf f_n r_mi n gin g Rework 8-4-76 W. M. Pardee _ channels. Aux. Bldg. ,; 470 7- 21-7 6_ _Dwg._ G-2 84,.__.T.wn_ Dowels mis u j ngine.f rom .El. 6 3 5' + _ gg, ,, 33 11-5-76 B. T. Cheek !! at intersection of wall 53 and 811 471 7-21-76 _Dwg._ C .140._ _Laching_Brhar.g_a.rnnpd dogr_nDenings- Std. R epai r _ _ _ . __El ._61_4 ' 0" a t 31 '_ .Li n e a n d 5,_3 Aux. Bldg, 9-8-7o M. Foote 472 .7-27-76___ . _[>.fg s , C - 3 9 - A 3 2, __A_ 3 2 A L A 23. Rebar Missing Aux. Rework 9-23-76 M. E. Foote ' Bldg. 5. 9 L 6. 6S of 'll' 'Kc8 (6. 6El. 63286" Ii 1 473 7-30-76 _E: 20. _Ela ng e s.n oLcna t e d.up on_ r ecci pt . Reject 2-16-77 II. Doleen 474 7-30-76 E:20._Weltl.Ne<:k flangca_not_ nil _cnatn!Luann_rsseiRt. Reject 2-16-77 II. Boleen 475 7.-30 76 ._E-20._Elangen_n_gt_ Rrotected up_9n recnint' R eject , 2-16-77 11. Boleen ,
, 476 7-30-76 _M - 104 A ._ Ei n e..s p o oll H C C - 15.4: S 616:10 Ldamaged. Repair . ,
477 8-2-76 _C1111.__Af ain Steam _Benetration we ing_not_ full R ewo rk
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9-14-76 P. W. Ratte r
- t. . _penet ration _v. elds __ _
7, f ' ( \ r CN
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, LOG OF NONCONFORMANCE REPORTS ,
n b :. . PROJECT NAME Midland 1 ik 2 JOB No. M0
._. PAGE i 2 3 4 s s ,
1 NCH NO. DATE DATE NCH NONCONFOHMANCE DESCHlPTION / HEMAHKS DISPO. CLOSED CLOSED BY 497 8-23-76 &l06 3C,_P_ip_e clamp _s configurations not in agreemeist
- with bechtel Eng. NDE documentation not included. Use as is. 11-22-76 P. M. Pitts I
498 8-2.I'76c .C-23D._ Conc rete nigced_in Pou r CC(662. 92)b' had Use as is Telex 8-2/ 7c B.T. Check a temperature of 76 9-8-76 E. Dutt on 499 8-24-76 Cn2_.30,__ Entrained Air in concrete to ver than the r;guired 3_ percent for Pour Y (ldO)e Use as is 10-14-76 D. L. Osborn 500 8-24# 76 _M .1. _.35._3. g a ug e s .sl o n o t _ c d tr e s p ond_wi t h_t h e _ N_5~Q~- o
. .___ . _ packing _ list._ No Dispo 11-4-76 tl . __A . M o r a y 501 8-25-76 _CL-231.___4. Dowele_ngt_emitedded in ' O' line. 389" East
_of_6. 611nc._at_El._614'0".__ Aux, Bldg. 12-2-76 D. E. Plowman _-lePair 502 8-26-76, _E P_V C_C o n d u iLI U C 0 a7_d a m a g e d _d u ri ng_.r e p a i r P, epa i r Il-4-76 D. T. Da vi s 503 8-26-76 - C-233.-- Channel _and_Dlate. Embeds noLplecc. marked. 11. Boleen _.unon receipt- . Use as is 10-4-76 504 _ _ _ _ _ _8-26-76 M-204._ Yard Piping, welding began upon a rejected R ewo rk 9-3-76 A.I.. Dort % . __ ._ fit._u p. __.. . _8-26-76 505 C-Ill _ps-built location out of tolerance. Unit //2 __ Telex 11-1 )-76 D. L. Osborn AZ ~207__ lsley, 668s6n Use as is
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Il-29-76 D. L. Osborn C-306. Two reba r cut at Irange r 18-21IBC 13T~II6--~~
~~ 5 0F 8-27 7T-Use as is 11-2-76 B. T. Check
'~Cwithout
~2 36.'~ prior Project Enginee ring approval.
~567" ~8-30-7 F Mortar sand has greater water demand ratlo titeject
_ __.,_ than allowed by A5TM C-144-70, l'se as is 11-11-76 H. T. Cheek 508 8' _C-130._. Flyash_contenLolconarcle_placed.in CCL6[2Oh
. _ _ _ _ _"-76 _a_highecthan_ allowable limit. ,
Use as in 1-18-77 D. L. Osborn 509 8-31-76 C-231._Cu ring.of-pour _A(633 2).a,_ surface Use as is _ _ _ _ _ _ . __.s p p e a r e d.1lry.. 10-26-76 B. T. Cheek 510 9-2-76 _ C 208._.43_ Density _ testa _mLIncemLngf truct ural
.._SansLGradations failed to meet minimum volume. Uso - ta i1-23-76 n.T. Cheek 511 9-2-76 _C-R31.__l-#5 <!g_wel br ok en at t emp_._c on st. _ opeging.___ Std. hepair
_ _ _ _ _ _ _ _ _ _ _ __ Aux._ Bldg __614 'n n 12-2-76 D. E. Plowman l 512 9-3-76 ._E 106._I la ng e ra _r ecelve d,_dwg s _noLa pp roved,_ a nd_ R ewo rk Doc.
- _ {_-part s_noLid entified.
513 9-3-76 _M-106._Ilangers received, parts _noLidentified_prope rly. R ework 1-26-77 C. Croat
!! s_e, a a i sgoc.
514 9-7-76 __C 1233 A_ C h a n n el _a n d_El a te s_r e c civ.nd_withanL ul e c e Use as is 13-4-76 II. Ibleen
~.
E_1_4439._ _F7'- 76 , markings E-20. W e *fd Neck Flanges received ithout coatings,-
!'. k. _515 _ . - _,, l_ni.cked, sc ratches.
Reject 2-16-77 II. ', s ] Boleen
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) . ,.,. , LOG OF NONCONFORMANCE HEPOftTS h , ,
PitOJECT NAME IL111ahd 3 I&2 JOB NO. 7220 PAGE 2 3 4 6 5 7
. DATE NCit NCit NO. DATE NONCONFORMANCE DESCHIPTION / HEMARKS DISPO. CLOSED CLOSED BY
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f.* 535 9-23-76 C-230. Flyash content in concrete p[acill lis l'our go 11.g.76-Y(623.0)a 12clow minimum allowable weight. flonalnformicc * *
, 536 9-24-76 minhA_18"_Ln_p0 _ Ell _contains_' cracks, on_ Spool-- 2-1-77 R eject F. Mahala
. 2nac-131-s617 9-7 537 9-24-76 M-106AC Pipe _ Clamp doca not. conform _to_the_sketchen_
- . . - . . _ - - _ _ - D111. of Mat erial. __11 anger .tE_2 1/2.1CC11.10.Ilh Use as is, 11-22-76 11. S. Morrow
, 5 311 9-24-76 H-104A. Shop Travalor Form. a h cl.e
~~16ilE~fi3I5"PlatiFiCF~C6de~DHladoets Form. noI-II[i.ree c-87-S utfil9-1:2~ IDc!!nintatif n - 2 - - ng 539 9-27-76 C,233A._L14430._Tvo cu.. Gi l,_J.i t , AM licama, 11-18-76 li. llol een Reent.rnnt-_cornera_ mot .rille te!!_toa _1 2" rndlun_,. Use as is 540 9-28-76 39 lleInforcing Steel Received does not lework ariil_
_- ~Ccii 7re,__pondiltliTatiilcillon s on 151and'R,yerson Dwgs~-- lleject _1I-5-76 J. It . Slife r 541 9-2 ft- 76 C-208. Concrete Cylinde rs had a hiB her curing _ temperature than allowable. maximum.__ _- - Use as is .11-23-76 11. T. Cheek 542 9-27-76__._ Dwit . C-276 Aux. Illdg. El. 52fi'6". //11 dowels o
~i6Rt~ed7~7. B IfrLET6r'the~n6Yth786'rgr tiiii s1ab. dapair 9-29-76
, , 543 Nuts and bolts not secured
'_M-9 provl3'deii'cid'IIiiirt sisITcli 6f c r'hnii.,_gua rd not
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544 , 9-29-76 M- 10;l A,_Ga skg t s, 'w rong, type of agg ral wound ga sk ets marliang, document 5 tion. 545 9 29-76 C-@ AtI'our. Polar Crane Girden_ Support Bracket.n Std. repair _ _ _ _ . Dumaged.- ___ 546 9-30-76 C-3y. Discrepancies in Vendor Dw _ . . Rework _1.0-l __ ~7F 11. A. M o ray Tabric~ifed ~aiul R^elia r RsiiiiiVsd.~gs. as to Itcha r ~ 547 9-30-76 M- 104 A.~ MTit's lack Stress-Itup~ture and Cone
- gy .
'3t rl{[iin'gTTeit's fo r studs'iiid '5iits. Il s as is 548 10-1-76 C-233 A, Pl4 Pjpe It estraint Embeds fillet welds have i
j 'somFliidii'ribdf dii6e iisEi0i.~~~~-- ~- - Une au la 11-5-76 J. II . Slife r
~~ '5T~ i9 ~10-4-76 _C- 38. R eactor Illdg St ructu ral Steel ,_ git _ ting _pa st Std.
pornt 6f tangency. Itepair~~
- 550 ~10-4-77. M-IO4 A. Gaskets w rong type o[spirailwound gasket,.s
___.m a .r k ling __sktcu rnent a ti on, _ _ _ 551 10-4-76 - ~ ~ ~ Low air content on one ticket, pou rl/ C(59T6_)a 4 C-230. -~ -~ Use as is li .T . Cheek 11-23_76 552 10-5-76 ! Spec._C d,_;hearisig!!_ancham used for Class II 2-8-77 C. Groat
! Pjoin:L 9ve r,_8' _in_.i amq
- ll ter
- la?a h' 553 10-5-76 C-f31. Two sister s IIces tiiken fr 90 P~ridu,_c_t' ion
, insteai!~of foiir Tupkices. Use as is 1-6-77 D. L. Osborn i i
__ } . I
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't 3 . :. LOG OF NONCONFORMANCE REPORTS
- en. ..
PHOJECT NAME - i Midland 1 L 2 1 7220 a 47 JOU NO. PAGE 2 3 4 6 5 7 , NCR NO. DATE DATE NCH - NONCONFORMANCE DESCRIPTION / REMAHKS DISPO. CLOSED CLOSED PY 554 10-6-76 Dwg. C-202. 1- // 6 dowel mi s sing at El. 62'4T O {f 2T-~
~
"*P"I' 11-19 76 M. E. Foe -
we at_of_{i. 2 ort _'A 8_lloc Walla.__/DLLJllele. 555 10-6-76 C - 2 31, 2.//6 rebar damaged by concrete drilling. s-
._El. 6270% 'n' line wall 7-~XuT Hldg. Use as is 31-16-/6 -
. _ _ _556_
10 6-76 M- 104 A. Studs do not include the results of the M..?.foote s t re s s-ruptu re test on the Certiliiill MTit Us e_.na,la_. _12-6:76 __H ._ S ._1btrou
- 557 10-6-76 C-38. Dwg.-C-38 638. Plate bent at an angle 00"_. Std.
~~ifue to a criEEil wild.
Repair 558 10-7-76 C-305. Expansion anchors useil to fasten hanger
~
g ,;,'c g 10-IFCL1-19-Il7 to wall. (over 8" in diameter) 559 10'~6-76 M - 120 TwoTalves liave a (llm of rust on tG
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tise as is 1-4-77 11. lloleen 1 internal surfaces. Item g5. 3 & 5._4 560 10-8-76 M - 1.17. Quality _ Documentation Package has not been received at the jobsite. ,_ Doc. 1-13-77 _ H. S. 'brrw 561 10 7,t > M - 9 3. Aux. Bldg. Crane components exposed to ..*
.__ .the_wcathe r __ _ .
d;r 5 ' * ,11>W>Ec%nt I ir Eah,7] D. O. 'I'h 2Poon lu ._M-616 e Sht t_7 wola completed without th 12-6-76 P. W. Ratter i _ 562 . _. .10-13:76._. ..AuthorizeslJnopec tor's noia Point on wa-12.Juna 11 * "" i8 563 10-14-76 M :.10:t A . ASME III Class 2 L 3 Studs and Nuts, ma rk- Document a tion ing & Documentation h Il'{iject 564 10-13-7 F Yiwg. C-259, 3 Viiitical rebar located'EiitalilFiif
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gy,, 3, g, huy ,@ 70 F.- Mt . horizontal reba r rather than inside. Aux. Iild . 11 7 6 B. T. Chee)< ;l 10-15-76 Dwg. C-274. As= built . conditions ilE not clin'li>g^
~~
565 rm to use as is ! + E ~ Aux. Bld ."6140C@' 6. 3 EiT8 Re
~ pair !
566 10-15-76 s e c t . ' ' '~o f'ilw g .Dwg t s. ~ C-214,202, 1 '0'-($~~r'cIia
~ & C-27[s.
r omitt e d at-
~
. _ . . - _ . . _ . _El.Mi'6" a0!!.l-D..rcha r_gm[ tic 5LaLEl,_534 8 6" Aux, Std. Repali 567 10-15-76 C DWgmitte e._ d__210,.O
, Aux. 111d _219'g_.,C-Elev. 14 568:0n 0,_ & C - 2 82.,_R eba r Use as is 568 10-15-75__
~ _
T ~ B 3-77 A L Joborn fiix Iiiilg, 6I480 '~~di, flil_Dwgs f lfilne C-213
~
walls. C- 140 C-282[,~C Use asf84. is iiiihar 2-1-77 omitted._ M. M. Foote 10-15-76 ~ 569
.DwgsC Aux il 3. C14140,92d(6 illdg._._Elevd 8 0". 5. line, wall 32d ~28MEl Use -
ar omitted. As is 2-4-77 B. T. Check 570 10-19-76 .wg. c h29 _ South _wau_of cont._2_fo2dwater_ chamber __._ Use as is __hao $"._to. 5.3/h'!.. clear cover.- 19 4 n. h. osh
- - 571 10-19-76 DWEe -C-6Ellh_*ll5. .J'yRe__.18_._ent b etLngtchesLhy mintals' a n d_E-2_c mb c d a. n ot ch ed. t ooJlc ep.
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- 12-3-76 R. Valentine 572 10-19 76 ,T '
-__.___. ( ,
..G=20&
surface.ya ._ric5Lfrgin Eincncaa..plElyash.195L.( ayerag,t _. more than_19w.jipecific
,,15j._ Use _as is 2-8-77 T. Lieb - - . . - - - - _ - - . . _ - U
g(x .-. ... ..., r ---~}Q~ g p-w. , Q D LOG OF NONCONFORMANCE REPORTS ' e .' ' PROJECT NAME Midland &2 8 7220 - 8 48 m NO. PAGE j NCH NO. DATE DATE NCR NONCONFORMANCE DESCHiPTION / HEMARKS DISPO. CLOSED CLOSED BY l ~'~ 5' 7 3 10TIF76 NDE Procedu re__P_T-SB _l,.2,_ L{guid_Itenctrant Telex. 10-2"-76 A7 L. Boulden C e rt. Records are not up ta I<ev. I reouirements Use as is. 11 7 6 A. L. Boulden 574 10-20-76 M- I DTEC. ITanger rod dellVeTe~d to joliate not Doc. l threat le<l, No G-321 ) for Shop Order E-ME-242. Use as is. ) 575 10-20-76 Eine_.pp~aal SN_10 722.1014:274.slelivered-M to.10.44,lisite the jo without G-32 -D and Quality Verif. Doc. 0 cumentat1i >n 57F 10-22-76 C-208. Concretc Bser Tests fil i f 32, ice not,
~ ~
i tested. _ lise As Is 12-23'-76 B. T. Check 577 'To'~22T7F _ C-231. Uni [jl2_'IfxErio1 Wall. .ILethar_nm[ttn51,
~
Ilse as tu 11-19-76 D. L. Osborn 578 10-26-76 .gg, Strgural_Dackfill materialnoLiested_an_ ~ Use as is d 2-8-77 T. Lieb 579 '0-26-76 M- 2 04. S llcader pipe spools 2GC H-001-S613- 1 ~ llework C2 GUT 1 UObra5613rl Tame iri"coiithctvJith shEhthing. 11/16/76 F. Mabala Use as is _ 580 10-28-76 -.C-23L_ Curing. tam erature. dropped.belou_500_ for_3 _ _ _ _ . _ . _ _ .h_oura_on_ Pour _A(61 )h:2_pn_10--22:76 333 2a b I24 3-76 A. M. Tones 581 10-29-76 c-23L___ curing _ temperature _d ropped _he19v_50 _ for_an ind e te nninate_.amoun Lo f_ time _ on _ Pour _1( 6114 )h:3 y3 . e ~~ .' - 12-13-76 A* M* rorres 582 10-29-7t' C-23L..-. Curing _ temperature _ dropped _below. 50 . for._an indotanninate. amount.of time._on.12uur A 629.5)ht ' iso "" 18 12-13-76 A. M. Torres _ . - -583 . - 29-76_ S-21. Cable received without required (test results - Doc.
~~~584"
--~
1 1 2 7F C 2TI. Curin '- 2-21-77 4 H. S. Morrow manui'3'Eurer'gs tempe ratu re'T r g rout fell below No noncon- ~1T 8 76 TC T"~CIk cli _ recommendation . fo r m a n c e 585 11-2-76 M- 51. Gogge in nozzle s_RJ_,_f 4,_2 E-7 3 H liepair 11-4-76 58 /> j M-204. A rc st rilles on 2-GC B-006-7.BILSpray_ Pilling. - Std. Ilnnir 12-6-76 C. Groat ; 587 11-4-76 Cd?.33A.__ Welding _and_ilucumentalion, F- 13637 cmheds. Doc. R,ej ect 12-2-76 R. A. Moray
- i 588 11-4-76 Broken handle to th nyanual_nacrainr.._ item.. Rework
~~
M17'.125C F~l~dliCEGT!2MQ-1310~^e I 589 11-4-76 C 21J.._ Curing.tempe rature._of. grout,J.ux_131dg, Elez.. No noncon- 11 7 6 D. T. Cheek 584 8 0",._.Q,_ D, L F lines fo rn.a nc e s'didiIYOya $s# . #IT $.# 7 h taken Jse as is 1-19-77 D. L. Osborn
~C T230
~
591 l'1T8T'f6 Sliimp ami temperaiure Ieiits exceede<T 35 use as is 1-18-77 Osborn f ...- y a r d i nt e..r.v..a. l'. C-
.-__CT60 T. 3 Fa ' - . f D. L.
- f. -.
i i
/h \ ( f3 t
$i t \
\ ) Q % /
.q...- LOG G NONCONFC".ovlANCE REPORTS PROJECT NAME Midland 1 L 2 20 JOli NO. PAGE 2 3 4 6
'5 7 NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 592 11 7 6 C-2 30,__ Air content for Pou r CL611_5)a too high.
Use as is 1-12-77 A. Lamach 5'93 ~11 9 76 ~C 38 G-3Zl-[Tand accompaning documentation not ' 2-22-77 J. R. Slifer _ _ traceable _ to each odier or the shear studs. Doc. 594 11 7 6 __Dwg _C- 115 Ov_r_10% e of..the rebgr were cut U,HQ R epai r when drilling anchor bolt holes at the COV pump _ pads Uce as is 595 11-10-76 Dwn. 617 Sh. 8. Cover pass of Fw 14Cl exceoded 12-29-76 P. W. Ratte r I
~
Use as is _s pe ci fi ed tolerance. Weld _va ried l 179' to 1 3/ff' 596 11-10-76 _M- 10_6A,___D!:taila._of_liollani l nut materials sizes and ___No Noncon 12-6-76 clam,p bolt hole sizes are not providefw7 hangers formance C. G roat _ _ _ _ _597 11-11-76 M- 120. 10" IIBB-GT-2MO- 176iT-R VE valve radio- -
. _ _ _ _ _ _ _ _ _ 3 r_.aphs torn,__bentTholes worFilirough. Use an is 1-6-77 A. L. Boulden 598 11 7 6 M610 sht. 7. FW # 10 10" FCB Class pipe welded Use as ,s iWincorrdef- ErectY6de i 12-29-76 P. W. Batter 599 11-12-76 C - 2 31._ Aux. Dl d g El e_va t o r_s hafl ou LoLd imensions..per
. _ _ _ _ _ _ _ _ Dwg_7220-C-202 R ev. 6
" " d " N R ework r e pei i i #2. 11-29-76 R . J. Mesey 601 11-12-76 M-92, Three bolts failed during_ installation. appear to R ej.ect be under-cut at trarisitT6ii.- Tmt #Z. 1-4-7 R . J. Me sey 602 11-15-76 _C-230. Temp.Tf concrete at placement too high. - Use as is 12-13-76 S. Gelnett -
603 Il-16 76 M - 104 A . Uls ii50 performed on werd "Dh, spool
- - QJ ICC- 15 3 -S 506 1. R ework 11-18-76 .P. M. Pitts j CD4 Il T6T76 -326 Iraneer 4-211CB-21-III installed omitting _ t
~~
4"TillEt WsTd. Aux. . El. 580'0" Revork 2-16-77 J. W. Bake r i 605 11-16-76 Dwg. C-219. Revision 8 iiGlivifC 2- ~6iiiffs 4- 78 1-24-77 I bars and 6-#S caps. Aux. Blilg El-~584r-@ 'G' 87 6 Use As Is B. T. Cheek
'-" -~60 6 Dwg. CT202. Z4" spacing Er #6 Rebar rather than
~
i'lWfi-~76 - 12" Tilled out b9 I%vg. Aux. BliFgIEl. ~624iUlf Repair 11-24-76 R. K. Siple , 607 lT;22 .76~ M - 106A C. 3/K/i-TrlltPeSJM$iMdi around the flanges
- - No Noncon-and web 7f Die item 8 to item 9 ] t. 2-617-6-1 formance 1-24-77 A. L. Boulden 698 11-22-76 C-38,_G-321-D not included in documentation for itema__on_Ingalls_Stjiel_Ea_cking List V2182. Doc. 2-22-77 J. R. Slife r 639 11-21-76 _ Dug.__ C: 1 * 'Imb M. s. i. oote 27A___Dwa._craleLfor_installatina_or_6 fil_ Bars vere installed Aux. Bldg. El d "Js '_-{, lse A s .d 1-6-77 D.L.Osborn 610 11-29-76 _
c5iifentA'lloes
-- - F-16574 Rail Clamp _h, -
nol iiieeFASTM p_h.L ourus 6-No Noncon- 12-20-7b II.1501 an , fo rma nce ' r
7 j.- (9v Os C LOG OF NONCONFORMANCE REPORTS PROJECT NAME JOB NO. 50 PAGE 2 3 4 6 7 NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY
~~ ~611 T2 T-~7 6-~ -~M- I I S A. No cold sprin, ting instructioins or Project ~t foloncon -
Engineering authorization provided for 2-GCB-<DI-S-Q3-1 fo r ma n c e_ 12-7-76 F. Maht.la 612 12-1-76 M- 120 A C. Defects discovered on valve weld and i 3/8' below thiid orihsTilE EFsTlf/CI-fDCCI7^ pre 3Nfu ~ Repair 613 12-2-76 C- 2R 8.-_ Conc r e t c . c y li n d e r s '_.i nit i a l. s u r_ing_te mpera t_nr g- Use as is Lower _than_ allowed by_AST_M C. .lLL C-31 _1:3-T' ._D C.._cshm n 614_ . _ . 12-2-76 3-230. CC(693. 42_La'_ Conc _ rete tempe ratu re. air _c_Onten - ., Teler. 1-25 77 A. Lama ch t_____ and slu_mp. Use as is 1-28-77 A. La_ma ch
! 615 12-3-76 C-208. Cylinders removed f rom moldsfell below l minimum temperature reouirement7f73 4'F 3F Use as is 2-15-77 B.T. Cheek l 616 12-3-76 Dw . C-248. North and South embeds are 1-5/If' and Use as is 1-12-77 M. Foote 3/8 rom cor rect'locattons. Tuc1 Tilt Pit Et. bTFTr 61 [ 12-3-76 _hi_-10.4A.__jSpnn(m lll
{lg16-S612-3-3 dellyg.rgd with an unapprove, su 618 12-1-76 E-20.' Documentation not received with weld neck i flanges-Doc. 1-13-77o II. Boleen 619 12-6-76 ' C-2 30. CC(640)a', Concrete temperature and slump-i out of liniitslor three batches. Use As is 2-18-77 G. W. Sande rs [~- 620 12-7-76 C-231. Curing temperature dropped below 50 6 for
~2'2 h ou r s . ~ K(634 5)li Use as is . ' 12 7 76 621 _C _301,_Shea r cnnnectors fahrLcated contrary to the R ewo rk i . . _ . _ _ _ te S -3 12.-15-76 R. Valentine 622 __ - __ _ F C b.33.
_ 12-7-7 uitements..nf
~
West endofofAWS DI A-72$1Tl'I'N WF 24414 ec h,as a crack in Std. l__ , the weli@ re-entrant cor'ner. 'Aha. liidg. n'F. T8F R epair 623 12-7-76 230,~ Conc rete slum _C_T5ff3. C 6ic~aEdC607)T)p of 9" for one yd. Pou r# . Use as is 2-15-77 G. Sanders , M-104 A. Unclear Documentation received fo. gaskels, - 624 12-9-76 WR_ gaskets rec. instead 6fif3- R 1, or CG gaiikets. 67.5 12- 8-76 M-104A. Unclear Documentation received for gaskets. g S iraltallic_st tie _Sll gaskets _ res,_ nstead_nf_ LIECCt. 12-9-76 .-230. Flyas a content of 8 c. y. o concrete as 626 Telix l-4/ D.1 Osborn lyher OHn~ailowalile fiW8t. l iour # YT57DTa use As is 2-4-77 D. L. Osborn 627 12-9-76 Beams have copes that are cut past the point of Std. tangency. C-33AC R e pair 628 12-9-76 c-38._II -sntrant cormrn, ent_past_the mint -# -
*iLrdialy, Std. Repair 629 12-15 ~Dwg. C-3'2F~l' Ti~0 rebar insiafle< instead of a #1' Tel&l2-1-t A . La 'cli !*
8 A8 I8 1-24-77
~~left side of Enulp. IIatch. Cont. #T El. 642r7W-
_,_ {. o B . T. Cheek of
g r\ f3 3 (u) Q (x_/\ LOG OF NONCONFORMANCE REPORTS s 8 PROJECT NAME Midland i 7220 a 51 l JOB NO. I PAGE
) '
- 2 3 ' 4 6 6
; 3 NCH NO. DATE DATFNCH NONCONFORMANCE DESCHIPTION / HEMARKS DISPO. Ca C5 tid
~ CLOSED BY
, 630 12-15-76 . G-21]._ Curing.nLconcrcle_espolictLio outsit- Tdex. 1-N 7T n. T. Cheek e.ivironment on Pour A(634. 5)c Use as is 1-28-77 ~~B. T. Check 631 12-15-76 .C-233A. PO- 14441 Ouayty~ verification documenta-tion not received for 17 cmbedi.
kl 632 12-15-76 C-233 A. PO- 14061 Quality _ve rtication documenta-D)-. 3 ",* 1-20-77 J, R. Slife r tion not received for 4 em. beds-- l-20-77 J. R. Slife r 633 ' 12-15-76 M- 104 A. Lamons WR Gaskets sent instead of R 3, R4, - and CG GTiliefs. Indeterminate doc. requirements 12-16 76- W1. 4. PEkaging and Cralliig inadequate; damag'iiil'
' 634 CDRM Subassemblies. R ej,ect .
635 12-16-76 C-233A. Pedestal welds 'on two A2 embeds have
~ insufficient 57IF' Tillets. 15 5 ~1T6T7 Rework 1-13-77 A. L. Boulden l
636 12-17-76 lt-19hA. Linnr_lndLea_t19ns on Spool Piece 1-IIgB-2 6102 ' Reject rin' 637 12-17 _3 C-39. 2.___3naoL_al- - t_ #Iteba r receivecf w::as no_by_n/16"t fabrica_ted to correct _ Drawing. C-39-Y4-4 'y"{n- 12-29-76 J. R. Slife r 638 12-20-76 .510hA-ACm_fipe_ Spools delivered _.to_the_Jobsite tework & r.with no desiccant _ bags inside__tha_. spools ..llej ect 639 12-20-76 p:_38.__c-321-Dia "an'd for_ntuds_and_ steel _ra n - Doc. j_not traccchle_t.o-accocmaning doc oc_ mat.crial- - 640 12-21-76 C-208. Concrete cylinders' curing temperature out of required ranges. -~~ use Asis 2-18-77 B.T. Cheek 641 12-23-76 i M- 104 A. Sp_ooi'iEBB-14-S634-1-7 recciVed without gJ t
! desiccant'~~and with contaminates. 2-10-77 J. R. Slifer 642 12-23-76 r G -208,_Slu m
-~
I Chlf7 3.1 )fi'~[-----teint exceeded 35c_y inte rval_,_ Pou rU[ s~e a s a.s 2-15-77 B.T. Cheek 643 12-23-W : -106,_Iipe clamp holes drilled off center. , _ 644 12-23-76 . G- 306.__T.wo_ rc ha r_suLupon_ ins tallatiortot hange r 2-2 M D. T. Da Use as is 34-IJ2 T45 72-2 M 6 C.-2.3p._El10-l FCE hh content. law _for_onu_ Batch tekTicket GW W Enur._ Sanders _ SWl( 09}a, g se 33 .gs
', 1-28-77 G. Sanders
_ _ . . . _ _ - . _fM_.,_12e7 -76 _c:23L-_.Curincabtnaratur.c_of_Sout,lLvor11ons af_2slla-- Use as is Telv l-13 '7 D. L. Osb rn iroppd_La_,11_for 4 huurk__ium__Bic. M11s l'h a 15. _2:23:77__. n.. T._ naho w l .-_ 647 12- 27-76 ' 231- cu e,,3_temperatura ne InIbler 7r w W1n h I-M D. L. Mwn g ,, 3, g,
. -- 6~IB T'~2T7T3-YSfNbi ger fabricatFd'G"' Level 9 sketch -
l Carbonsteel plTie-libricated to JA incorrect dimen. h, 1; J a _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _____---_----_-----T
_. __ . ~
/
D Q, f
\)
LOG OF NONC3NFORMANCE REPORTS ( ' Midland i 7220 a 52 PROJECT NAME JOB NO. ____ PAGE-
. 2 3 4 5
- 7 NCil NO. DATE DATE NCR NONCONFOllMANCE DESCRIPTION / REM AllKS DISPO. CLOSED CLOSED BY
! T49 12-29-76 ._ Dwg, M - l.6_6_, S ervice Wate r Ya rd Piping._ spool __
- Ojf BC-l'; A44 damaged _by carth moving equipment.
650 12-30-76 _M- 104A _ Elan _sn90L11i;DD_-5-S6 38 1 delive red
~
l I Reject 2-10-77 J. R. Slifer
- _with contaminate _inside_and_na.21esiccant 6 51 12-30-76 M- 104 A Pipe spool IGCB-2-S612-1-3 fabricated as T2~T/2#s-[Wol'lii~ stead T>f'31' as called out b~y~dwg. Reject 652 12-30-76 C-38AC. neams .640- D3II, 642- D3I l have copes. cut a
gast the_poin_t of tangenc.y. R ewo rk 653 12-30-76 hi _125CC. G at u_va lxa_181IGH: G T- 2MO- 1 3_.LO - B - RL _ has handle to manual operator broken off. R ewo rk
~654 C-208. One set ol record cylTnders and one set or 1-4-77 flield cylinders taken for 134 c. y. concrete AT6%)Ti'---
655 13-77 C-208, Cylinders being cured in tanks cured at too low or too IQ1_ 3 temperatures. lit 2TL7E ITL26/76 656 1-5-77 hi .lD4A Snool_lIIGI3:_1_1.:S!t0ll:Z-laihipping_11amage__
- o spool ends t-657 1-7-77 M- 104 A . Po rtion of spool OIIC D-621 -S614 l_is_p_jp.e_.
- lass _IICC. R ework 658 1-11-77 M._3 2 6._ IIang e r-.lB _III B C = l_3.L EIS__w eld e d_inall ow '
Rework 2-9-77 P. W. R atte r movement in wroDg_difRGlinil 659 l-11-77 M -5C7104 A-5_3 S ppol nuaibe rs interchanged on spools Ti f 3 s sT2 2 E 3 T.- Doc-660 1-11-77 ' C-2 31. Conc rete cu ring tempe ratu re fell below 50"~F~ . Teler. 1-l'E71 ~D-- L. Osborn f45ur # C(E62. 95}}>, Use as is
- 1-28-77 D. L. Osborn 661 1-12-77 C-231. Concrete curing temperature fell to 32 F '~
Eaur_LM6M.51c.' .____ Wall #S 1-12-77 _ _ _ _662 C-2 31.,_Exces sive conc rete cove r _l- uel Pool 5J3_ ling._ wall, north of "G" ilse as is Telex 1 24-77 l-17-7_ M. Foote _ B. T. Cheek 663 _1-13-77 C -lll ._ Conc r e t e_ru ring._l emp e_ra ture._d ropped _helow_._ __ _ _ _ _ - _ 50. , PourlLM63L5)e 664 1-13-77 .._C-2 3.l.__ Conc rete ruring_ temperature _droppe1Lhelox 3 - ,on-50 F. Pou r SWI(609)b' ML -?? 77 't . 'P . 'h u k 665 1-13-77 Water _Stop_ Dame.ihy F! re from._the_ lim Blde. 5td Repair
't ' t 41 font.-..J::rterior_ ' dell,__Eler. 61Pt
__ 666 1-14-77 .M ljL__ Documentation _for Valycs ~~ Doc. Reject 66 1- 17-'7 7--- Ef T06 Dwg. 661T 6- t. B'Ese PIItes weiaed to { items 7Fs~instead of item 5 10-2FCE-35-l!7 Doc. , 'i I'
A LOG OF NONCONFOilMANCE flEPORTS t : PitOJECT NAME Midland _- JOB NO. 7220 PAGE 8 53 2 3 4 5 s 7 DATE NCH NCit NO. DATE NONCONFOllMANCE DEScillPTION / HEMAllKS DISPO. CLOSED Ct.OSED BY
. 668 l-17-77 C-2 31. Conc _ rete cu ring tenjpe ratu re Tell to 18"F', _,,
2 l'9ttr_f.Gilel0)a' 6(29 l-17-77 C-2 31,_Ilroken and mis sing _rcha r, Aux Illdg _ogeni.ng_. !itd Repair , ; . _ - lilsY _584'
. 670 1-17-77 C-231cMissing. dowel... Aux.Uldg' Elcy._5M!D". S'_ca nt.
of 6,{i,10' south of F line i 6/I I-I7-77 1 6
! C 231,.. Missing- dowe1oL6.6 on.D linn. wall , Aux.11 dg.Elev._57 !0",.ti! east.
/ 672 1-17-77 _ C_-a31. Iltdsn.d9Fsl.for blesitwall. AiutIlldu_Els.r ___ std. l 5231!!'.'. 6lsanL9fl2.J' nnrlh 9f_Illine H ellair ,,_ 673 1-17-77 G-?dlu.[Lrsksn <]gwgl for block wall,_ Aux [}l.51 gll.ev. 599'0"._1Least.nL5 l._2Lii9uth nLA lins .. 674 1-17-77 G-231.. Missinga!9Wsl. Aux illdg, Elcy. 59380", 10' .-- Std.
- - - _ _ . _ . _ - _ _ _ _ _ 00!!!!L9f._E_lln e, on 5,6_line Repalr _ _
675 1-17-77 C-2 31. .Ilroken. dowel.for. block wall. Aum.13ldg._Elc.Y._._ - 614'0", 10' cast of 7. 4 line, 17' north of 11 lino
~ ~6~7 6- ~~~ 1-~1V' 77-~ Dwg.15'iili.~dEuldiET~5'010 damaged by drilIing. ~
- e'da 7 16'-77 D. C oln e slahTt Elev. WP 0a-
_X.6. .x.Illd
. S .-._Hopnir-_
677 l-20 ht .l!M A, fi-RI 11not rocclye!Lf9r .rs.!h!S9r.n.-.h1 Al'Lnut. allowed for. on. pining _claun nh99 tn 67tl 1-20-77 ht 106 A,jlaijge r IH-l((C_]}.d._lll0 (abr_lcaf ed to level _..-. ._No Noncon-
//3_d r a. win u I-24-77 _ C-208. Record cylinder Set for Pour C({52T75)b' __ .inrInance
,_ ~ _ _ - - 2-22-77 ,J,_lbji[!fe r
_ _ . . .679 cured below miyimurn requircinent. 680 1-24-77 '. gt c4 cA .a.. ntycnauyp a[c.l. pl p u_a pool s_flullyu resLWillLun Rework g____,,_ neject ( l, 1-24-77 C-2 31. Fi reala mage to letdowp_ cgolo r walla,_ Cont _M,, ,.4, Elc.y, 6131 to,,,,(>24 i ..
.,,,,.g.
6tl2 1-25-77 Std. C-231.5.3 joints, Grout andnot 7.8pr_gpor,1y_ lines,11 linebended to congtr(uctlen to Ke lino, > 14 '0" Repair
~ ~~ ~ 68 3 'l-28-77 hi-Th4 A. CodTdiia sheet aRirNdP re
~
cii~ rc~splijid with'Spubl'pic4c~2;IICir~21~ ports ifo not r S617:6:2
~ ~
6E4~ l-28-77 '.C 111.. iIits.a:El%ugun iii~ liner-plain nut of tolerence Std. R epair _ - . _ . _ - - - A u .ou tlinu1Lby. !!!!sna. - --- 6tl5 1-28-77 d-230._Flyash content.l.5 Ibs_over_ allowable,_one loat! . iPou r_jiW R (59tl.Sja
,I
~~6H6 2-1-77 N1.121'}'ackfill inatorial ilolivered 12~T 7W12 14:76-
; pithout recluired testing _ 1
, , m l
[h f 10 t
- i V \%} G LOG OF NONCONFORMANCE REPORTS PROJECT NAME Midland JOB NO. 7220 PAGE 54 2 3 4 G 7 NCR NO. DATE DATE NCH NONCONFORMANCE DESCHIPTION / REMARKS DISPO. CLOSED CLOSED BY l 687 2-1-77 I *#
- C.-230.__End.olline sp_ec. in concrete for temp.
Pour. CC(703. _ai r.ccmtegt,_ 5 Ja' slump. out of Use As Is 688 2-2-77 .C - g } l . Wall #. gebar omitted.per dwe C-282 and C-283, Aux B le v76T4 ' 689 2-2-77 C-23_Julleba r clea r cove r exceeds C- 140 requirement: Telex. 2 7/ M. M. Fodte (ch, Aux __l]!de 568'0" const ruction openings U s.e a s is , 690 2-2-77 _C-208 _GnnCLetc_.alumD_icpt.miamcil._Pou r_EWI(6201a' C-208. Conc rete cylinder cu ring _ tank fell below temp. 691 2-2-77 _ 1 77 ani l_1 77. 692 2-3-77 C _19._.Two. Grade _7.5_reba r.s_installeil._UnlLf 2_primm
~
shield wall. 693 2-3-77 hi:106 A _ Ila n t1wgd lGCll gtr_ 15-Il5 weld (ing to plate off center 12-211C L-5 US fabricated to_ level 14. 694 2-3-77 M _101A.. Spool 2ECIl-22-S611. 7 .10labricaterLilifferen -
~
' . _ _ _ ._. _ tlLlr9m_ approver)_fl raw!pg 2 7-77 C-111. Unit # 1 Dome, HVAC penetration located wrong Std.
695 2-Il-77 T. O. Anderson R epai r 696 2-8-77 CT2TI. P_rotective covering for pour SWR (598)a remov$d 9.~h ou r s
~~
697 2-9-77 C-23 ll__pr_ior to 24 hours reclui redNod c~ohiactS spl[ce , itEllidg, ilTeleUII-7/- line (aT .3, B!T. Cheek Elev. 64 6'0" Repair 2-18-77 B._T, Cheek 698 - ~ C-211. Backfill material not tested for deliveries on
~ 10-26-76,10 '9 76 1! f2-Wl-11-77 8,1-12-77 699 Harige~r Sketcih 2 6T74-8. Angle clips instaIled~ on 2-9-77 -
the wrong _end of the M-Beam. ! 700 2-11-77 C-211. Backfill around Uniti_~#1 Feedwater golation Valve- ChamlieE #TO-~ sieve, 48% passing th_r{ough.
- - ~ --
~ ~301 2-14-77 C-111. Sharp benTin Unit (2 IIEer plate, Az 7D , slev.
6548 i 702 2-14-77 M _129A,_PO_ Item 210,_ci.thLyatras_with tag _ number-__ lifferent f rom approved drawing, tag number _ 703 2-11-77 4 C-231._Rebar. covered _.less_tnan-allowed by_Dwg C-4h0 - Rework
, . _ _ . _ _ . Any Bldg,_6h6eO" E_linc A .6.2 s 704 2-14-71 C-g31 omitted. _, Aux six _Illd[1,,_
tot ftL4!, _IL11ne-@ 5.3,__S.6 7.8, rchar-- Use as is Telex. 2 77 M. Foote
~705~ , 7 IS77--*'CTM.-~GT371~~ri not traceable to acc mpaning Doc. or material. Ingalls Shipments Doc. 2-18-77 C. , Cwinn V-4 and V-5 9
_ _ _ _ _ _ _ _ _ _ . . _ . _ _. - - . _ d~
. . n i i A
C- U fd LOG OF NONCONFORMANCE HEPORTS i
- 1, _-
PHOJECY NAME Midland JOH NO. O PAGE 3 2 3 4 i 5 7 l NCH NO. DATE DATE NCH l NONCONFOHMANCE DEScillPTION / HEMAHKS DISPD. CLOSED CLOSED BY 706 2-15-77 ._C-211._ Nttion StutLdivLnot ha' e.v full 360"._, fillet _ weld _._ and subsequently broke off wlien_gtniclLiluting_lcaling 707 C-231. l 2-17-77 - _ _ . - . _ _ _ Rock pocket develop cirrit-#z-~Elev. 604 red as a result of a piece I oT2T4 Tn~tlirgiii. RW_R91 tap l 708 2-16-77 M- 104 A. Vendor dwg. indicates spool to be one foot Imger than Quality ViHlcation Doc. 2filC'218551;f0-3 709 2-17-77 H-106. Ihy. 1-61ii~6T 2. ~ ~ ilill test Ifeports nft fur-
~
' nished and mai'l not stamped Gith a lisst niimliEr.
710 2-17-77 ~ }6l'.~alilas Letdown CiihlEri, liicorrect tarling and qg Data packHEe iist' receivsil. ' ? 711 2-21-77 C-233 Ilott Ileads not sna rked w fi3LTlirE or synnIGT ~ ~ IileEinyjng,thii'aiiiiiiifa ciu re r. 712 2-22-77 C-231._E_rphedded_ plate for 2E.57 A not in same plane as concrete walltJJnit #2, Elev. 61788'! _ _ C-208. - cyunder anta_curgd. out_or spoo'. range of 713 2-24-77 60~to_00?F. PourSrII(620)a 714 2-23-77 C-230 Fl
' '--~jiS C 230'.- ment' Ce;iic'hnleiif G51Efii~f6F B~ yds.over Ticlicl~#D 6f'H Vila I pourni~liTihl-~ Tour 554 desii~ yash in conc rete for'Piiii'r Ef 2-24-77 SW l(6_2_0)a 1
716 2-26-77 L. 208._ C u n c r e t c.c y l i n d e r.a.m t.r i p p e d .a fl u r Zihuu r r equi re me nt 717 I 2-28-77 l C-Ill. Ilutge in liner _ plate, tinit_p 2 718 2-25-77 L_Mj,[06. JQgers Tabricatisil i3~iirawings without any JUDr.pyal,._21/2 ICCll- 12-[13 A 21/2- 1.((CC-87-[12 719 2-28-77 g{l One_# 1 Lra:ha r_not.in.A Linc w.all. Elcy.-- Use As is ?-t-77 M. Foot e _ . _720 _ _ _ _ __.2-28-77 __.
.C-?J I . . Size. # l l Cadwcld. sleeve _4Illd0 AS A ..UnitJ2__._
Secondary Shield Wall, has ir.tcurrijpted delornianggp_, 721 2 ,1 one 2-28-77 tg ly; tgigegigrlr cd to below l . ._ _.._ M
.-J
rr 4 1 y .g / '/, ~J - 8') Nonconformance Iteports opened du February 1977 V
/ NONCONFOnMANCE nEPORT
- 1. Propct Name Job No. I S. 20.
7220 No. Pae d of I Ifidland
- 2. u.us gs3 3. Draweng/Past No. H ee 4. Iseni Descreption 5. Item Locatuen Yard N/A N/A Structural Backfill Yard Area
- 8. Heplacement Part 9. Suusse 10. Contextor/Suppleer j 6. P.o. De Spec No. 7. Sessel No.
ria _ Illa arv I!/_A,_ no. _l!LA._, Engineering 11/A C-211. N/A T175p~x7o ~CsI Ee* '*. ^"'" "a sac *ca avvacaco 14. D *co e'ad Da'ias is. c .g rutnashed Dy
.a ao. 3/A ^5"' '2-Dowa Wsr*C Oovara raa. -._E-211._Rev. 3 o'V ."'"""'ig".'o O ' '" 00 " Gac C:o Occasi O vrsu Ocu=~10 ac &'a i~ 16. Noncontasmueg Condesion: -
- 24. Despoussoss Cuocunence l _, _
Specification 7220-C-211, Section 5.6.2 states fi.r4rt: "Ha t e rial uce..n use as .s newonn tur,cCr delivered to the_jobsite... shall be tested... by the Contractor's representative i once per day when material is being delivered." Contrary to the above, on Dec. 1, l 1976 and Dec. 14, 1976 approximately 495 tons and 55 tons, respectively, of
"" " ' ' ' " " " ' " " ^
neructural backfill was delivered without the required acceptance tests taken. "Q"-
!.is t 11o. 1.004. 2 lloid Tag Applied, lloid for Engincoring Diapost tion.
AuvHOe412 E D St.5P&CToft DATL
- 17. H.puises' By Date ,
Dase 25. Dopussteon Hesults I I)? (. d'b~ z. /77 h. ela{eted Myw fi( . n .. . *.- c 2 . (.'.
* - ? .'
- 21. Huunne O TO H E Lo E N C 0FJEt*H0F4G Q \O OpttfMS ($s ECeF V)
O F. eld cavia=="as D'*pa"aa 0"""*""'"_"'""""""_"'"'"'~""'"""'""*'"'"" Response rcquested.by 2/.17/77-Field recommends use'as is. Tests conducted on material received on the days before and af ter the subject loads revealed that gradation met the require-ments of the specification. Visual inspection during delivery and installa-tion revaaled no substantial changes. The structural backfill materialya ,, placed in accordance with specification C-211 and~ found acceptable.i./E' -w [c h, 7/1/77 (,- u e..... c g.n... .n, o.,po,. .. . ,fj(f ./ u mm .. 'I , i . . h l .I l
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- l 26. OC Acceptance 1
I
- QC ENG0HEER oATE l l 1 pars ll
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! i . i g b i # ',, .,q{f*'ci c -, [iI. NONCONFORMANCE IIEPORT 5 ame m.~ **
- g/
l' 8 Hidland " 7220 ;j* i.a 7 j ';,,1_ ,,, g (' p >l
,, u r. I 0'**= ' Err A'*. ~ ~ ' ' l **' ' ' d- ' iE"' ****"*'*** ' ~ ..}, _
tinit #2 . N/A ,
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- s. r.o. o. s,-c w
- 7. 8aas' M*.
} _ N/A Conc, rete Flacement " '"" i.x t . En11 C-230, Rev. If e s. s, N/A. l a.
,] *'..
" N/A
.r ce siwi ,,,
*e' s.N/A'* .- lUA , Subcontractor
, s. % '.{,so. c unen.,s
.. [ 693' to TC3'
- c. .. C:1,30-118 I Champ 1on. Inc.
a w r. ao '"* * '*
.., cf.10. j co . eg<r,. O s*= "
* - ~e. P,c.v,_. C " c ',",7 " "g if."" 9 *areca
"* a**acar=i'4 0 = -adDa'a*
Ow ,"m-"'**'"'
h="***8'"'" "' Ca*** o,. . g, .,.. . c .. o c' t
.'.o . . Com Kn l were noted: ITDt 'f1 On 1/31/77. Placeasnt f:o. CC(703.5S)a', the following discrepanciaisi , . . . . ..... , m .,. l Para.11.1, 7220-C-230 Rev. 8 states that'.all a.asa concrete placed while the eucaide ambient temperature is o' to 30*F ahali" be 55*F +10*F
- 4. ~~N.
E U7 ..
, Contrary to thin. approx. 8 c.y. of concrete placed from Ticket No ,, c ,
..s..'... n= e.
I of line ter.perature of 683 . 13042 had an end h,...,,tc.4,y, i, . *v fr***- f- 6 and 4 c.y. of concrete froa ficket No.13090 had an end.of. .0 3 line temperature of 70'. ITY.M #2 /' / Para. 9.1. 5. 7220-C-2.30 .jtey ,8 statte t "& y ecv i. .u < r . .. . . . .c) i e..c -_: g tet.si air content of the concrete, as ceasured at the po!' t of placarwnt
......,,,..,.m.~
n ...
.W n._.:_, q a v
. , o==
v shall noe be
- u...
,9"a p . . ,.p _ ;, . .
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1 "
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a en a.>. m e. es,r<o .e . , n Ov e4 .2 -. e o.w.a* eaa C"'e's"p'o'"ns'"'*r*c"qu R e ired by 2"/23/11A"'***'"'6'""*""******'*'""'""'"* ' lic,1: l ... t!se as is average temperatiire at truck dischar<jo - 57 r. - [ item 2 3 Item 3: These two items are relateif in that Lisey are fro's tho sace test
~
. I -
t l< ameles. ,
.,- j The ms.ler effect of the high air content. and high sbsma will be lower concrut.c strecaths. An analysi, er the estituted 90 day strengths is r,rovided. E i ;
This indicates , , , , _. ! ; in.3t the concreto strength will exceed 5'K:0 psi. '8 wi l l .it. te'.r,1 he airca ' er '.h.ur < ' . . \ c D.:w, .~, . 1 s2. r, l
... de w,i,. i J N Fi F NIEEE h d'A p'.el . Kur.tir~diid tin p.syd~2) .
".- r Itp* . .4.l_r ~~~'~ ~~'
5,7 E
,g A hi:.hcr pIncment ter.per.1ture fiay tend to increase shrink 1c.c.,scitInc, r. ate and water r -
de,and iehile tr6:ciny sitmp durability and streity.th.. ..The ping.1pr. ter:rcrature of 63'r .
*f for t tchet 130/i2 and 70'F for ticket l'}070 in lieu of the (35'!* Maxitum allowabic, .
.. . . . . . '. .. I represented 15 c.y. or 3.1% in. the total .5f)a. c.y. . .E-1. stix. placenent. Since tbc_ >Y
.{ , averar.0_ pl.3cing ter pcr. ,turc wa., 50'5'. for .8_saeples ,
/
.} rsture.batchets vert
.t.~. hen and sinec. the. tw hip). temp-
.o . .
'.[Y 7
[. ! 4 spaced approxinatcIy 350.c.y. apart
. . . - . . h and Incorporatedis:ith . .a.e49.l e a . <-ee c.y),on w ....
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ll b.. < .- --* r r* ;-~~* ,. .. . .. ,iVea n.?o?
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q ( - . Ices than 3l percent not more than 6 percent of the concrete by votime." ! ' co,screte P aced from T1eket No.13059 had an end of line air content of 6.6 percent. ITEMContrary
#3 to this approximately 7220-C-230 Rev. 8 stacea Faragraph 9.1.2, ,,
"in'advertency margin" of 2 inchen and a rejection limit of 5 inchen,"That all "E-1" concrete ..
~
co'acrete placed fror contrary to this. approximately 8 c.y. of Ticket No.13039 had an end of 11ao elump of 51/1 laches. l i "q"-l.tst #1.105. 1 sold Tag Applied. Hold for Engineering DInposicJia..~ ' . Block 22 continued: .. j '- ;
"teditionally recent field cylinder test results for the E.'l sitx indicate an average strength e, increas as pl3ced'.
f 900 to 1000 psi. This is he to lower slump and air content of the. concrete as placed. Base .,d pn the above.
., 'a11. concrete as placci will meet tlie strength requirement of 6000 psiUs e a s i s .
. -t..< .<' y-+ f ' ' ' : / e .y/. ..
j .,. .
. . . /;
-a4 ,.
/ .*. ? ~~/
,,, , 3 pck. I 23.. Preicet InrInccrInr 'tispasf tion (contd.): .,,- g.j. <' - . ~ .
;, I _ .. .
j* ! .. . . .. or concrete; the,over.all cf fcet upcn the concrete properties wIll be insinn!ficant..
, ..!LO f._2 and i 3 : ,
i ,
, Hirh 51unp nm' hir.h at~r ccotent for ticket No. , ,
{ I effects upon durrih111ty. Cy11nder set No. 13059 vill tend to reduc'c strength while,,lieving of feicging ,,, ,,, , j' , Sna c.y.. 1378 co:st at the' batch plant rentesents 8 c.y. or 1,67 of the total, j E-1 nix placerient and has a 7 day strenrtli averse,c of 3190 ps!. 90 day st renr.th for the sane set 19 ' 1 l est inated to be approxte:ately 6000 pst., 1 , No fIcid cylinder, were car:t. ,
, , ,,s ,
) . Ru c! ca five recent 61 cyl .i.nde r a.c e s , } (911. lito.1113 .t116. and 1n31) the 90 day strenr.tli or the cen.:retc . ' } I as deposited cylin<!cr. ' Thisin is the dueforns to sloyisandet: tie':ated air content to be approxfinate.ly fi900 psi or 900 ps! higher then the b.itet,i_ p ,, , i placement. losses durinr tr.insportaticci arid copycyin6 to the fin.11 point f i
~based on t he ;ibove. Projet t Fn7.Inverinr. cone:tes that placenent cc(703.50)a' Is acceptable and nay bc
{.y ur.ca as fr." *
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vtn. . i NCR 687 Page 3 OfId Y# ,
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5f/ IN,. PROCESS CONCRETE TEST REPORT ' CONT nOL nO. h . INSPECTION PL AN NO. C *I 30 ~Ub 2'* DATC I"3I" 7 ) 3.PAGE or . CONCilETE & PLACET.1ENT IDENTIFICATION
- 4. ri.ACEMEN7 IDENTirlCATION CL 703 bS\ CL THlN SECT. O THICK O M^ss. @ -
- 5. eONCnETE class 1 6. Mix NO. E-h4 /6-I ~
- 7. stuve wOnnlNo L uir '7" 8. INADVCRTENCY MAnOIN 2
- 9. ENTaaiNEO air CONTENT uuirs 3-G s. ,
- 10. wEAyMER CONDITION APPU' CABLE
+ TOT C COLDh5 .
- 11. CONCRETE PLACING TEMpE RATUAE LIM' ITS' ~b3 12 AMQtENT TEMDER ATU AE M n. !4 M u. Sh'
- 13. POINT Or sAuPuNo F8 Et h 14 TICxET No1 15. 16. TiuE 17.CUu. 18.stuu.
7ge p YARDACE
- 19. CONC. 20. 9. AIR 21. A!!3. 22.
TEMA. ENT. RDIARKS TDP . 1303/ So 9 :/f b 'dnour l I4* LV A ET E - Too Stir F 13o 3 /o 56 9:06 ! A ag geg o 3.3 TniLonTs . (A>AsTIE. - B c y 13o36 SI 9 :/f @ Gcoor wast E - Too ST t F F llo39 3 C, lo:o7 )b ' A" 4 * %.. I., Tmu, ArE - uJ As r e. - S c s. 13cco 5(o 10: 12. I @ l I tc A c,T E _ 1304I c,i lo:lli l-@ ^ Nilo4? So ' lo :4 6-~ 2h ,1" 43* 5.8 y TA i t.c, nrE ) Y WlW *
% !l.,7 \TW 13o43 ~ 38 10: 53 l St l t 3 o 4 4. 3'1 . // :og @
1%o45 50 11:Ob 46 l 130 4 56 /t:07 O lGnour v f lod 7 G1 11: 2 0 S fo lMM M IS* M 1377F 13o4 6 50 //:2f 64 'I l IAod4 G6 //:30 72 l l il oS O 3R ll 3 2 L 80 l 13 oSI 39 11: 4 2. BR IV ! 56' T. b . flo5E Sg II :55 q t. 13o51 51 / 2:o1 8o4 l 13o54- 50 12:05 117. , 13o55 5-6 12:l'1 l'L o 3 .$ '- s c, " e T D. l .
- 23. TESTINO EQUIPMENT -
AIR METER flO. I CALinn ATION DUC DATE ' ' ?' ' ' UNIT WCICteT CONTAINEn NO.
- CALIDn ATION DUE DATE SCALE NO.
CALIDRATION DUE DATE
,THE RMOMi*T E R N O. No CALitisiATION DUE,OATE $' ~ I ' ) )
l CONCRETC JICJECTED CU. YDS.
- 25. CONCntiE SAMPLCD'AND TESTED BY ll 5. TE S TW b ~ $d D.Mb I b '
bd. k 2b. QUALITY CONTnOL. ACCEPTANCE DYC = _'i O^d' d 8C i 27.OATE i* 31* 7'7 4 . MIDLAND l'.nDJi GT _ _ , _ _
^
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. , NCR 687 Page 4 of1/3
'T"
. lN-PaOCESS CONCRETE TEST REPORT ,
- 3. PLACEMENT IDErdT'lF'ICATION .% b.93 5 Nil- OC ACCEPT ANCE D A1 E CONTROL NO , {
PG. 2 or& .
- A4_A 9.
11, TICKET NO TG. 12.
- 13. CUM. ,_14
_-T15. CONC. 16. % AIR %Pett 18 CCMDRESSIVE TEST SPEC. TnUCK NO # ENT. YARDAGE TEMP.
, _ , _ 6{ 10 [ ,, CUAN.
CURE _ 13o56 _ _38 17:2 3 12 B _ 10 _I_%q5 7 .39 I? :2 f. 836 l _ D 0 5 8__ _. . lB ' - 12 : 3 c l 144 g2;ij,7,_ i , 1105.9. 51 11 : 4 o 15.E_ g.[ _I_3060 50 12 : 40 160 '
. l >
llo6I Sb I ?. : 4 i L 16 3 1306? I% ' _3.S I?iSS- r J_1063 39 11 ' 5__2. I I S& 3h~ 55* 22* ry
#3o64- 500 _ R. : 5_5 19? l ;
flof f 51 l 13 :05' Too
!.3066 So 13:06 _2cs.. . . _ _ . _ . _
._L.3 Olo7 _S.G 13 : I3 In 4" l s_ie Ib flohB 3R 33: Zo 224.
)
1;o69' 34 13:lo 7_3J
^Y llo *) O SI 13 : 2.7 140 .
__1.3_o 71 LB 13: 3 1 l 248 I l i36eF l3o77 56 I3134 254 _ _ 13_p? 3 50 13:37'l 2 44 __/_3 02 ' _3.6. 33;4I_ __El?_ 13o7f 3 ey 13: 5 6 2.B o 2.k 62* T. D . _]3076 __5 / i315 f 243 _l.3.qD 56 l+: oi _.t9 6 _ 13o79 -s o 14:55' 3o5 , l l l3cSo 34 I 4.: / S__ 3g V' 6 l' TD. 13cBI J S_ 14:Ef 3t o' _ _ _ _ _ _ _ . I _13o83 50 14:3 3 323 . SI 14:3f I lo 84. 336 I Y N 13o85 ES__14:4/4 3k? N o' !M[ 17c8(, 38 l 14: 4f 35 c. l
~
l 4 13o87 39 t4 : 50 360
._Op Bef 50 f*:55 3GB . _..
13 o9 0 sf 15:o1 3?A 3 '4 ' 6 P>Ahy_ __. - . _ _ .T3_ 70. _01 E c t. I 3.%.I 36. *C ; 10 _M _ - - _ . _ _ . . - _ - . . . _ . . . .'-. _ 7
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- IN-P!10 CESS CONCIIC1 E l t.si nitrollT. .v c 5 of ..
- 3. PLACEM5NT IDENTIFICATION _f.h ( 7 M Shb ' OC ACCEPTANCE D
)
37 CoNTnol No - rlLE N (- e
/%).g gt' TICK ET NO. T E C. 12. 13 CUM.
u
- 14. 15. CONC. 16. % Atn N 18 COMPRE$$1VE TEST SPEC.
. TAUCK NO # '
YAnDAGE TCMP. .E NT. WElGt4T DCNTlf y OUAN. CURE ) 4oo 11093 3,i- . - !$.:.I cj
, 1G* 1 1
.,_13o14.: 50 if:2o 4 oB_. 2 %' SG* .__ - rb -
__.13 c55 56 I(:28 A1(o 17094, 51 If:27 424.-
-13097 3 8._ if. it, 4 32 .
Iso 98 SB If:4f . 940 N . 4 . 1533 F 13o97 39_ If: 50 448 _l3.10 o _56 ff: 5B 4 5(., __1.} l o I 5I I('57 AL4 ._ l 1 310 Z ' So 16:07 4 72 3' 52* Tb 13 J o's .53 16 : > f 48o I 13to4- .39 16: 30 438 83fof _Sh IG:40 MS " d / 3/o6 50 l6 :4/ 504 7'_ Sz* i4
- 4 rb l 13/09 58 17 :c o 512 MIM N! 'M 17110 38 17:07 520 .
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, 03 IB 110 74, CALCULATIC'd SHEET *
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/ 3 7.Y 3190 51 G.9 9 4 pi T,- k c.,'l .
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GECHTEL poi".ER CORPOR ATION **""*"*"*" ** MIDLAf;D NUCLE AR PO'.*4ER l'LA*;T JOB 07220 REPORT OF CONCRETE CYLINDERS ca '-.6.--..- .. <- - .- .
.,.....s.,............. __
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PLANT DATA Champion in crporated Martin Marietta Type 11 [-[ l Ld5 ~i a o _.6_O.O.O._rs. .v_ kO oars 9 TEST CATA AT RATCH PLANT * *
/] C de.! [ r
(( /!1I e.ou rts av v a stos :=tria6s & G. f I 3 2 2 , e .s 7- 6 l........./ d ? 0 2.u s,,,,l.. . ...._. c._7- ., 6 ..
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'YR ESSIVE STftENGTH CATA ASTM - C 71
- src oavt TO T A L LO A o "* .
f.ff E N T.erf aCuATeoM gn n.oave oLoto TEs7Eo agg PoVNDs ey ceaY.a'. ' ^k.v$^' A gA l*.*.**
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, Midland 7220 No.
i 2. Unit (s) 3. Drawing /Part No, Rev 4. Item Description . 5. Item Location Common C-283, C-282 4, 7 Reinforcing Steel Auxiliary Building
- 6. P.O. Or Spec No. 7. Serial No. 8. Replacement Part ,,, . 9. Source 10. Contractor / Supplier N/A N/A P/N ,h(( Rgv N/A . No. _._.H/A Construction N/A '
11 Inspection Criteria II/A s a. AsuE AuTHOReZEn sR NO - i s. sxETCH ATTACHEo 14. Discovered During 15. Equip Furn.shed By BOwG 'ps*EC O,>THER G M3, Rev. 4
. N o. O'v"E s BNQ CMEC!G @ CON 1T O Test OcciENrOENG Or'o_
- 16. Nonconforming Condition:
Per Drawing 7220-C-282, Rev. 7, Wall #50 requires #6 0 9" rebar - 24 Disposition concunenu - horizontally. The plan view shown on Drawing 7220-C-283, Rev., 4 of Wall.#50 calls "'" "" ' " ' " * ' "*"^'" " ' ' ' ' ' ' for #6 dowels be provided for horizontal rebar. PRoAECT F0 ELD ENG8MEE89 ITEM #1: Per Section A on the attached sketch, 1 #6 horizontal dowel has been omitte d
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- PRO AECT ENd8NEER DATE on the east face of Wall #50.
ITEM #2: Per.Section A (,n the attachert sketch, no horizontal dovels have been "" " ' ' ' "" ""'"" ^ provided on.the west face of Wall #50 as shown. AUTHORIZED ONSPECTOM ' DATE
- 17. Reported Dy Date' Date (vF=c>n 'l 2 - T1 TMMX[~i, O'j8 fagte tg 8
, A 7 7 -
- 25. Dissmsstion Results
- 21. Souting *.
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- 22. ' Meld Engineering Disposition D ""C "" "' * * " ' ' "*""#""" '""'""
Oe's'po"n"s"e'"'r'e"q'u""i R red b"y 2"/4/ 77 . Field recommends accept as is. Item #1 thru #4. 'Due to location of dowels, drilling and grouting is impractical because of rebar congestion. F.ield to provide ' temperature - steel on the exposed conc. faces. Project engineering to evaluate if dowels are ' required. F' 4. h i_ 2_h/77 .[ g,7 [ . 2./7d7 () C/ 61 -
- 23. Project Engineering Disposition _
r
- 26. OC Acceptance oC ENGINEER DATE AUTHORIZE D SNsFECTOR DATE G O--.-_
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1 . '. t Se.n4 -1 o A . A . 2-24 -T) l NONCONFORMANCE REPORT -
- 1. Project Narne Job No.
f
- 19. 20. -
j Midland 7220 " *-- - ' i
- 2. Unitis) 1 Drawnng/ Fart No. Rev 4. Item Description 5. Item Location Coc=non N/A Flacement N/A Concrete Test Frequency SWI(620)a' 1 P.O. Or Spec No.
- 7. Serial No. 8. Replacement Part , ,g, 9. Source 10. contractor / Supplier N/A N/A ' ' " N/A REv _li/A NO. N/A Construction N/A
- 11. Inspection Criteria ,, ,o C-1.30-129 sa. AsME AuTNORi2EO . sxETCN .TT.CNEo 14. Discovered Du,ing 15. Equep Furnished By OOwG -. a SPEC DoTNER NO. 6M8 hv. 8 '
. O 'v"E s"* "dN O
'" O'" - 8" DaEC:G 0cONsT O TEs1 0ctiENT OENG Or'O
- 11. Nonconforming Condstan: 24. Disposition Concurrence l
REWORM .RE*dCT REPAaR UbE A5 85 pnrt. . . . "A slump measurement shall be made for every 35 cubic yards or fraction - thereof of concrete produced for Class I structures." Contrary to this are placement SWI(620)a' of 1/26/77 no test were taken from 8 through 64 cubic' yards of concrete produced. . Hold for Engineering Disposition. "Q" List #1.505. 'No lloid Tags Applied, -
, PROJECT CONSTR OC ENG8 HEE R DATi AUTHORIZ E O ONEPECTOR DATF Date a6 Date 25. Disposation Results 2-2~7]
WA poned ByuG. dwder 2-1-77
- 21. Routing TO PIELO ENGBNEERING QT 1(R5 (SPECIFY) .
- 22. OField Engineering Desposstion $ 1E D ENGIN EE RING R(COMM ENDE D Dl5POS87 40Wf O PROJECT ENGIN E ERING
, _ .r-oam.
m,rd r- h,v . =:Ac,/vp
, /
Use as is. Tests required by spe,~cification were perfdfmed.ht the batch plant. Batch plant tests correlated to end of line - slump 3" air conten,$ 4.9%e See batch plant reports for concrete strengths. s
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, 26. OC Acceptance
. QC ENG4NEER DATE AuTNOROZEO GNSPECTOR O r
- s. s .
a
. ,j
^ " ^ " '
IN PROCESS CONCRETE TEST REPORT -
, coNinoLNo. . rib.: uo.
. iNseEeTeoN PLAN No. Sc,/ l.05-7 . 2oATE l-2(,'n 3,,Act i o,- E dj CONCRETE & PL'ACEMENT IDENTIFICATION g
. ptActuCNt ioENTipicATion M \ (G'ZO IM Tw,N sect. O THICK O I'. Ass. kU !
. conc.*ETE class _ $ 6. uix No. b* E j (* 2){
.-.t. ...
. ..,. , l
. STUMP wonniNC LiuiT 3 8. INAovERT,ENCY MARGIN *#
, ENTRAiNEo air CONTENT LIMITS 3. O + ,, /, .O ,, .
, WEP.THER CoNo:TjoN APPLICABLE . .
hot O coLo B j-
. coNcf!ETE PLACING TEMPERATtJnE LeMiTS -
YO h. 12.ausibTT TEMPERATURE Man. 2b M a. 2' "'--
, Po4NT oF SAM *UNC bKI(l*!
- N I T*i ~ AN T '" '" '
. TicnET No. 15. 16. Tiu t 17. cVM. 18. sLUup 19. conc. 2 0. % 4,,, 21. m . 22. .
Tgg, ? VARDACE TEMP. CN T. TET , b $ ' 2459 56 l / coq B /o~ 56 i 7.2- 20
- 2 9(o D Cll10II Ecn l
14(,1 3dfl/oI9 l 4ha l l I
'Z96'2. 80 /628 /$ l l l I l2'16.5 3R' lO 3 ~5 l 2Li l l .
12c/6 7 F/ / c '/ 9 I 3 E I I l ;
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' 12 7 50 1/ 054 l-56 l ' 2 % v e n.. .,, or s u rap ,
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- 3%l50 l i 2/ W s 2.6 n ,
' Fl'70 ;
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29 7 / 501// Z a 1 98 l l l - EiU ? .38l//Z'7 9 6 '-l f l e; .3 (,,6 Z E. # '" " 4 ' " " i29'7G 39 ' / / .5 fc l/CL/ *l 0 l'I/'/'/ 5 /, l / / 46 i/TE l , l l 2.995 56 // #7 '8 /EO .l- l ,291G 38 I \56, l i zR. F 4 *t E9 1 2l l -' 2C) 'n M 11200 1 M, ^ l l , l [9'7f. 39 /203 / e/ 4 l [
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'1.T'EsTING EQUIPMENTS l AIR METER No. ~ i CALIBR ATioti oVE oATE *I UNIT WElGHT CONTAINER No. U/ CALIBR ATioN oUC oATE -
/3 SCALE No. " ~
cAUBRATeoN oVE oATE Twf EMcMETER No. ZE L' cAvoR ATson oVE oATE 6 - 7 7 '
/ ,, 4 p 2
.cacTc REJEcTEo cU. v.es. m- m a l - .- -
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- i. ACCEPTED TOR TEST LAB BY 4'.:6dh 27.oATE *- @
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- 13. CUM.
145 LUMP. . CONC. 1E % AIR U UNU 18 COWHESWE TEST S)EL
- TRUCK NO. YARDAGE .,, ,,T.E Pp P, , , , , , ,E,NT. WEIGHT 10 ENTITY CUAN. Ci '4
-12990 .5D l E.k/ l(, O Lf>g, gg}[Q' ( (, g,,g (jg j #2,f G A [g l f
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- 1, CC ACCENTANCE DA T f.
., lN. PROCESS CONCRETE TEST REPORT 'l CoNTRc6 No. PILE No. *
.I
^
- 1. INsPECTsoN PLAN NO. C * / 3D ~ / ) 5 2* DATE -
3 CE / OP b CONCRETE & PLACEMENT IDENTIFI.:ATION . .
' g s , ., t,,
- 4. rtACEMENT IDENTIFICATION ""
__THfN $ECT. O THICK Q ' MASS. ,.I[,.
- 5. CoNecETC class bed 6. uix NO. C-3
' ""* f , [. ,-
- 7. skuMe wonniNo uMir 3 8. imaovCRTENCY MARGIN D
- 9. ENTcAiNEo Ain CONTENT uuiTS T - l- s. ,,. -
- 10. WEATHER CONDITION APPUCABLE
, j
, , MCT , , 3CLD -
e .n c g
'.l.' CONCRETE PLACING TEMPE R ATURE UMITS #
#I ~ ! 5 12.AM0 LENT TEMPER ATURE M m. O2 M.s. .2b t.3. rosNr Or sAMouNC I l G L.D *
' 4. . TiCnET No. 15. 16. TiuE 17.Cou. 18.sbuca 19. CONC.
- 20. s AsR 21. AMD. 22. '
TPI. 0 YAR AGE T E M p. ENT.
~
h 73 9 , REMARKS
/ *1 't 60 / 6/
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/3 9 6 / 39 lo:97 a l 0,. co td-l l l 1 fo y5 51 ' 5$4.'.f.. M 4.6 l 6 3 'l I W ./.n+e i
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//.h9 6 t/ l J.6 l 11469.' act it. po 3 Ni 30 {
r/ D_ 38 T/.) i W9 90" 5 6 l ///so i to i ?t B l .
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I n 't 9 W 3% II:3 7 ., %96
' W.G W 'Vs 4 9 ll l '*/d o L C i, L. /34 9 f I
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/s'191' 39 /D M / 4/ 4/ i 7L l
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' 3. TESTtNO EQUIPMENTS
- Af A METER NQ. ~ O PALIBR ATION OUE DAT UNIT wCIOMT CONTAIN n NO. *I '!
CALIDR ATION DUE DATs !* \ SCALE NO. # C AL f BR ATION OUE DATE Er.MOMETER NO. OI9 - e CAttoR ATION DUE DATE l ~ '1 ' 4 40NCRETE R EJECTED CU. YDS. d' . A O O+ DN W I 3. CONCnETE SAuf*i.ED AND TESTED BY '$ D s <- *
'L_
. QUA4.ITY. CQNTROL ACCEPTANCE BY
[ 8'
' G 27.D AT E " 'b It/IDI77\ "d MtOLAND FftOJECT '"'
~/ 0Z4'5 QC, = l 7,, - l kV O '
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c r. . i .- IN-PROCESS CONCRETE TESI' REPORT *
'1
^
2'
- 3. FLACEMENT IDE!JTIFIC ATION S W-M D-@ A OC ACCEPTANCE Dt.T E ','
, y'*" CONTROL NO.
FILE
,8 n: n r e,.y.
- gg T6CKET NO. 12. 13. CUM. 14 15. CONC. 16. % AIR 17 "UPttT- 18. COMPRESSIVE TEST $PEC.
vRUCK NO. YARDAGE TEMP. ENT. .WE-lGHT IDENTITY OU AN. ' CURE
'}
J / 3 9 7 9 / 'd; 6 / D'/5 _ / 5' a . 2r, -
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I (, o :j 3 109 W So 1:1.n s O br 5o LI % D& VD
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NONCONFORMANCE REPORT L na -i c. /1. A - 3-17 1 Project Name - Jota No. 19. 20. <
'i 111dland Nuclear Power Plant 7220 N'- *'
l 2. Unitis) 3. DrawindPart No. Rev
~
- 4. leem Devription e"'S
- 5. 1:em Location l Ccnaon N/A II/A Comgressive Stren3t'i Cylinders On-Site Test Lab
- 6. P.O. On Spec No. 7. Se' sat No. 8. Replacement Pars 9. Suurre
, 10. Contractor / Supplier C-208, Rev. 8 s !!/A c N .Hl.A. aEv _.HlA No. _UlA. Subcontractor United States Testing Coc.pa,ny__
- 11. Insp sion Criterla ,a No. SC/1.05 7 **- ^sMC Au7H Ha:LD
- 3. sacCTcn ATT ACNEo 14. Disccwered Dueen ; 15. Epip Fussushed Bw Dowo GsCC O o v N'E s. No. C-208 Rev. 8 g 'y ,5[' '" g,' '*;
1s. Noncontorra.ng condizion: O Y E] _ EINo _ ,gocc.G gCo,asr O TLsij Oci.tver OsNc. O co Specification 7220-C-208, Para. 7.3.2 states in part.... """""#""**
,, Cylinders s. awoan nE, CT are.in us, A s .s l aall be made,. cured and tested in accord _ance with.ASTfl C-31.&sC-39.." __. .
l Finrther AST!! C-31 ccates in part.. .. " Remove test speqissens from the inoMsu ,. ,,_e n d . PHO,ECT F8E LD EseG8NLt a DATE store in a moist condition at 73.4 3F until the naament of test." Contrary to this l on 1/24/77 temperatures in ti.o curinE tanks fell below the ren,uired minimuni temperature for a short tiuc, due to a sh' ort circuit in the heaters,_ fy.linders in PHOJE C1 CONS T R GC E N Ga t4[EN DATE AUTNON42ED $NSPECTO64 DATE i7. paie
- 25. o.spo.ition aesutis r.
zqh pericd
, : oyltk} , 2 ll/77 i
\kta .)aiesherhs/ y,.yy. V/paie2-2-7] -
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23 r,ovesng 'f
'i T O,F8 E L D Ct* GI N E E Rlre G Oppas'as t'srE. carvi g -
- 22. O Fiend L'siaaerian Dispa56t'oa "" ' " ' ' " " ' " " * " ' " ' "
[ - O'lespo'nse required by_3131/7'7e'""*"""'""""""""'7 3 Use as is. Cylinders rspresent the best data available of the concrete represented. - Temberature variat' ions of l'F to 3T for the short periods of tiine ' represented will haveaminimaleffectonthe.ultimatestrengthdevelopmentofthe,cy}inders. ~
~
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_f* ' l* ~, * }
. / ." )?
- 23. Preject Engineering Dhpoutson ' '
(./ '
- 26. OC Acceptance QC ENGSNEER DATE 43 @ -
AUTNOMIZECs 8N5PECTo n HATE
... . . . . . . . . . . _ . . _ . . . _ , _ _ , ,. . _ . . _ . _ . . . . . . _ _ . . _ . . . )
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l - 16 CONTDIUED: NONCONFORML J REPORT (CONT *D) . n.es _Z_o r_2 .o. c. - o.. 1 in Tanid #2 and #8 were subject _ed to_ temperatures _gf_68 E and_67_F_respectivelyThe-proble:2.was-immediately corrected and one hour Icter the temperatures in both tanks was 71 F. Total time of non-conforming condition was less than eight hours. In addition on 1/28/77 T4nks J2 and_f6 recorded _ temperatures of'630F and 69 F_rcspect dy_ pn thc_/dt,. readings The problem was corrected, and within two hours the temperature was witi$1n acceptable _].imits. No Hold Tags Applied. IIold for Engineering Disposition. "Q" List #6.101. -
~ .
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un . B. seess a whiseCopy - originator - CeneryCopy - FielJ Engmese Penk Copy - FQAE Goldensed Copy - QC e 79 G _ C)- -
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Ga.<A -ta 2-1-D g d , NONCONFORMANCE REPORT
- 1. Project Narne Jota No. '
- 19. 20.
Midland 7220 No. Page 1 of_ 1_
- 2. Unit (s) 3. Drawing /Part No. Rev 4. Item Description 5. Item Locatson Cont. #2 cont. #2 C-371 8 Reinforcing Steel Primary Shield Wall -
- 6. P.O. Or Spec No. 7. Seraal No. S. Heplacement Part g g ,, 9. Source 10. Contractor / Supplier C-39 N/A " N/A REv E/A. NO.. N/A - Supplier'
_ INRYC0
- 11. Inspection Criteria sR NO C-1.21-1T4 i s. asuE auTHOnizCo is. snETCH aTT.CNCo 14. Discovered During 15. Equip Furnished By OOwo Os*EC CU9, Rev. 9 g',",5l'c "g",'o"" O vE= 5" ~
DoTHER NO. Sum man O r'm Dm= D= 9'O
**- "*"'*"'*'""as Condition:. Specification 7220-C-39, Reir. 9, Section 7.2 states in part.... 24. Dupoutsa Concunence .
" Reinforcing bars shall be Grade 40 and Grade 60." """ "" " ' ' ' ' ' " ' ' ' ' " " ' ' ^ ' ' '
Contrary to the above, there. - are 2 #18 vertical rebars 22'-6" in length of Grade 75 located between azimuti 300"
~
end 360 in the outside face of Containment #2 Primary Shield Wall. Hold for _ Engineering Disposition. "Q" List #1.105. 'Ibo Hold Tags Applied. The two rebars are embedded from Elev 591'-6" to 602'-3". "" ' ' ' ' ' """ " ' " ' ' " ' ' " "^"
. AUTHO RI Z Esa INSPECTO R DATE
\
- 17. Re reed By .
Date 18. Date 25. Dnposition Hesults
# L2C 14-77 h b'd sett,Byd#E n d t/ / 2 d-7 7 '
- 21. Rinusing TO FIELD ENG8HEERING -
O M y */Cas15eEcerve g~
- 22. OField Engineering Disposition
- QFIEl O ENGINEE RING paECOMMENDED DISPOSU(ON TO PROJECT ENGINEER 4NG ;
Reply requesled by 3/1/77 Use as is. "Ihe. grade 75 designation on the bars Rives assurance of meetinc strength requiremerytg/F {/ ~/ Use grade 60 cadweld sleeves. i W JY$hl . g. yv 6 4% Y. /W-
- 23. Project Engineering Dnposition ,
l
- 26. OC Acseptance -
~
QC ENGINEER DATE
~
AUTHORBIEo GNSPECTOR p.TE
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- 1. Project Name .
., . . lob No. . , ~ . 19. 20.
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- 2. Unit (s) .
- 3. DrawinM .y Rev 4. Item Description .
- 5. Itent Location -
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- 9. Sourc's 10. MISupplier
' . ' . 7220-M106-Ad Rev '4 Ese Mock 16 "*-
- 11. Inspection Criterie
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SuTmber TTP Gr$nnell. WE:reny Ch!o 7
,R N O. R-1.OO-68% i s. AsME AuTNoRizED i s. suETCH ATTACHED 14. Discovered During 15. Espaip Furnished By RM Mod M ' '" @" D
.; DOwG OsPEC DoTNER NO. O'v"Es' * ~O"NO &EC.G OCON=T O TEsf I Ci.iENT DENG OrLD ;-
- 13. Nonconforming Condition: .
- 24. Disposition Concurrence .1 i
- 1. Dr*= cham Onke 'T200 7.0 06 AC. TMv L Tham =ntatinn hbmit%1. * ' ' ' ~ ~
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M/ [**, 61.Ts D: I " MATERIALS a OPERATIONS b
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2 Elx 6Cs 7tf M E. M f8 g rz re .oi.s > MARK HQJ .af rc as - e5 -u s asp Feld No. Weld Pro'cidure fram. Procedure CODE CLASS : 2 3 .Ah, ces ce. - _ cm. 2,. eru. .r mar k SKETCH NO. M- (,15 G 4 serr SHEET l OF .. ;t. R E V. 3
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_ _ . _ _. _, , _ , , , , , _ . , _ . . . . _ . , _ _ . = '.. 4 . 9 Q . L n & 2-9 N l . NONCONFORMANCE REPORT w.
- 1. Project Name Job No.
1s. 20. Midland 7220 "' "' '
- 2. Unit (si . 3. Drawing /M Rev 4. Item Description S. Itens Location Unit 2 MR 78-10'4 9uhmittal 9 N/A Mhnn_Eabriented Pipe Ibsevvil_1e Laydovn Area
- 6. P.O. M 7. Serial No.2FCB., 8. aacement Part Rep ,,, 9. Source 10. MSaeppteer 7220-tao!4A-AC Rev T 22-S611-7-10 et " N /A REv N O.
SuDrilter TTT Grinnell, Kernersv111 e,__ LLC.
- 11. Inspection Criteria R-1.00-744 ea. AsME AuTHORsZED t s.
tR NO'
' '" snETCH ATTACHEo 34. Ducceered During 15. Ecosip Fusnished By 0 0 =s EsPEC DOTHER NO. M-2Ol Rev 7 gy"E ,'* "O"N O #" @ GaEC.G OCOMsT O TEST OCoiENT GENG Or'o
- 16. Nonconforming Condsteon
- 24. Desposition Concurrence REwCRM REJECT Documentation Submittal states in part! "All ' enginggrinrr document:L marked in enlumn RErneR usE am es 1
g 4 of Form G ~421-D must be submitted for Buyer approval . These engineerinc ancum nts PROJECT F8 ELD ENGINEER DATE marked ., ves in column 5 require approyal prior to enmmancement of fabricatinn _"
- PROJECT ENGaNEER DATE
_ Contrary to the_aboygl pipe spool 2-FCB-22-S61Il-7-10_yan aplivered nn nhnun in A ttachriant "A "* where n n the a nm nynd enhmit+n1 in Submittal 2 (Attachmant PROJECT COMs1R OC ENG8NEER DATE "R")_ AUTHORa ZED OMsPECTOR DATE "O" number is 1.1114 4 Hold nendincr final di nnnni tinn .
- hold tetr(s1 annlied.
7 17. eported By Date 18. r d',8 y - / Date .
- 25. Desposition Resulta k< f / f 2-X - 7 ? f :
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gl. Routing , / [QTO FIELD ENG4NEEReNG
. 'O TO OTHkRs (sPECIFY)
- 22. OField Engineering Disposition O'MD ENGINEERlNG RECOMMENDED DasPosITION TO PROJECT ENGINEER 4NG res m c-~M/ M D/dn Specification 7220-M-204(Q) Rev.'6 Section' .2.1 ~ pari 1. I s'ta'tes in part: "Bech te'l ' l isometrics (installation isometrics) are the governing drawings for final spool configuration and installation." Since spool 2FCB-22-S611-7-10 does match the configuration as shown on draw'ing M-611 Sh. 7 Rev. 4, Field Engineering recomends ' ~
"Use As Is." dw GW z.2,-77 f]t( $$ t 9-yy -
- 23. Project Engineering Desposiljdn f
- 26. OC Acceptance
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- 1. Project Name Midland Joan No.
7220 1[%. 20.
"*** 'p
- 2. Un. Is) 3. Drawing /Part No. Rev 4. Item Description . 5.
leem Locas.on 3 g N/A N/A N/A Concrete Curing Retaining Wall Base Slab
- 6. P.O. Or Spec No. 7. Serial No. 8. Replacement Part , , , , 9. Source 10. Contractor / Supplier N/A N/A pin N/A REv N / A NO. N/A Construction N/A
- 11. Inspection Criteria ,, no. C-lu40-102 i z. asME auTNORiz EO 5
i s. sHETcM .TTacNEo i4. o.scoeered ouvias 15. Equip Furnsshed By
' O OwG gig s,E c dot ER No. C-2')1, Rev. 12 O',",,"*cT' "g",*7 Oves s" Da E C:G [3cONsT' O Test OcuENT OcNG E.si.o
- 16. Nonconforming Condition: ,
- 24. Desposesion CoEarence N E WO *t M artifical heat is used the housing, covering or other protection shall remain in REJECT paEPA4R USE AE IS place and intact for' at least 24 hours af ter the heat is> liscontinued." contrary to ,_ _
PetO8ECT FIELD ENGINEER 'DaTE this the protective covering.on placement SWR (598)a was removed at approximately 07:30 on 2/4/77, 9 hours before the end of the 24' hour period. The covering remained partially off for *be entire 9 hour period. "Q" I.ist #1.505. IIold for Eng. Disp. -
" '" " ^"
1 lloid Tag Applied. 1 Reported By dam V sd d y Date 25. Desposition Results L.k '..w'W ( & 2-7-77 ((. V / '
- 21. Routing TO Pe rs.O ENGINEE R6NG -Q ,diR5 l5PECIFY)
} 22. OField Engineering Desposition GFIE LD ENG8 MEERING, R ECOMM EN D1D OfResponse required by 2- 8-/fOSITION TO PROJECT ErgGINEE540NG Use as is. This recommendation is based on the following. 1) As soon as the problem ^
was noted, the cover was restored to a sufficient degree to prevent wind chill of the . f7 L $1
, slab surface. 2) Side foms remained intact. 3) Attached chart recarifing shows /f f, M/
temp above 50*F past 24 his. after cure and a satisfactory gradual rate of . cooling. //~[b7/
- 4) V'isual inspection o'f the concrete ascertains no resultant damage to concrete surfaqM N
- 23. Project Engineering Desposition p // '
h a m
.+ 26. oC Acceptanca e
GC E NGIN EE R ."ir m. DaTE g .
,AuTNORIZED 8MSPECTOR
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NONCONFORMANCE REPORT M c. 4 A e-s ,t
- 1. Project Narne . Job No. 19. g 20.
Midland' 7220 No. Page 1_of I
- 2. Unit (s) 3. Deawing/Part No. Rev 4. Item Description 5. Item Location N/A N/A N/A . Structural Backfill Yard O. P.O. Or Spec No. 7. Serial Edo- 8. Replacement Part 9. Source
,,, gg,p 0. Contractor /Supps.or C-211 N/A nm __.H/A nEv _H/A no. _H/JL. -Enginccans T JA
- 11. Inspection Casterie eR no N/A i a. AsMs AuTwonizao . s ETc ,/,cNEo is, onco,e,ed ou,ing 15. Equip Furnnhed By D o-a Os Ec DoTaER a o. C-211. Reye 3 '
O 'w"E s' ' "0"a o Oves @o ORec:c [3 coast O TrsT OcciEa7 Otac Br'a
'8-
""'"' '""as cond.uon: Specification C-211, Rev. 3, Section S. 6. 2 states in part ......
"Ifateri.41 delivered to the .iobsite. . ..shall be t#sted. .. .by the contractor's "'" "" "** " ' " ' " " " ^ " '
representative once per day when material is being delivered." Contrary to the above, on the following dates ,(Oct. 26, 1976, Oct. 29, 1976, Nov. 12, 1976, Jan. ' ' ' ' " ' ' "" '""" 11,.1977 and Jan. 12,'1977) structural backfill was delivered without the required receptance tests taken. "Q" List No. 1.004. No hold tags applied. Hold far
- "" ' """ '" ' " " " ^"
Engineering Dispositios ^"'" " ' " ' " ' ' ' ' " " ^"
- n. Reparied By g Date IRNVJer1Med By Date 25. Despoution Results lV W 2/9f/7 $$ Y . &Lsy*, Y Y
- 23. Rounne O w ne'o <aGiac<asc/
22. O Field Engineering oisposition Og c4rweas is*=cervi G. O'!M.o ENGINE E RING R ECoMMENDED Dt }PCstTIONITo PHoJECT ENG0NE E RONG
&.. - ,.m e. r u. .-ts.t / h., =-M. /;tT s r - <.
Field 'recomends use as is. Tests conducted on material. received on the . days before and after the subject loads avealed that gradation met requirements of' the specification. Visual inspection during delivery and installation revealed no substantial changes. The structural backfill material was placed in accordance ,, ,
~ j with specification C-211 and found to be acceptable. [f((/1hy-f.77 fg/ ~,,/I ' ' ~
- 23. Project Engineeseng Desposition "
/ -
M/ -
- 26. OC Acceptance QC ENGIN EE R. DATE AUTMoRBIEo SMsPECToR oATE J '
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REPORT - n~ . . - ** . ~ ~. e ',' l'ma
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- 1. Project Name ' ...... . lob No. 19. gg 20.
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- 2. Unistsl 3. Drawing /Part No.M>*N12)" U Rev ' 4. Stens Description Ab~b 6. StesR 1 ocation A333e s s.
~
dc no. 2417-8-8 " - 3 3/8= x 3= x 3" Ancle cups s o'-21= Iens ' eleve 593'-10" :.m
- 6. P . Or Spec No. 7. Seryl No. ( S. He acoment Part 9. hwce M. C ntwduppk L i- N , _ NA f , . , ,fM NA ,E, M 1 N,,o ,. MA mwh ., . y .
.4
- 11. Inspection Criteria e, no N .lO-bl7-4 s a. AsuE AuTHORezEn
- 33. sxETCH ATTACHED 14. Discosened puring 15. Equip Furnished By JOwG OsPEC DoTHER NO. SMMM "'
O'vEs" *
- 8 'O P" } &EC:G OcONsf G TEsi Oct ENTUENs Or'D ..
- 16. Nonconforming Condition: CriDDell drawing (2417-8-8) ShoWS & detail of Item N to be 24. msposissa Concwrence ; l} ;
"'" "" " ' " ' ' " ~ ' " " " " * " '
Jnstalled on the South and of Itses #1 (h" GBeam), contrumy to the above,eh h g - field fabrication._the clips were installed an the North and of said 53eam. DATE PROJECT FIELD ENGBNEER s (Bef. sketch attached). "Q" List Noe 4172 - 1 Hold ' fag Applied. <: , PROJECT ENGINEER DATE .1 Hold For hrhring Disposition. . $
, 3 PROJECT CONSTR QC ENG8MEER DATE -
AUTuCR82EO 8MSPECTOR DATE <
- 17. Reported By Date J 8. V tidated Date 26. Disposition Results
- 21. Routing AN $ ~~ l *~ l ) .Y Rd (SPECIFY)
AWM JN ?* *) .
.,. Q TO FMLD ENGINEERING Q TO OT *
- 22. QField Engineering Disposition OF8 ELD ENGINEERING RECOhtMENDED D8SPOSITION TO PROJECT ENGINEERING ,
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6cn-4 -lo A . A . 2- 16-77 . NONCONFORMANCE REPORT
- 1. Prrjact Name Job No. 19. 20.
}iidland 7220 No. 700 p.,,1., 2
- 2. Unistsi 3. Drawing /Part No. Rev 4. leem Desceiption 5. Itern Location C:nt. #1 N/A N/A Structural Backfill- Yard C. P.O. Or Spec No. 7. Serial No. 8. Replacement Part ,,, 9. Source 10. Contsector/ Supplier C-211, Rev. 3 N/A P/M ,[kk agy N/A NO. N/A Construction N/A
- 11. Inspection Crateria en no, N/A s a. AsuE auTHORizc0 83, suETcN ATTACHED 14. Discovered During 15. Equip Furnised By
" O*"
OOwG O SPEC O >THER NO. N/A O'vEs dNo 0 ". DaEC:G OcONsT p TEsv OcLiENT OENG ErLO _13. Nonconforming Condition: 24. Disposiiion Concurrence Specification C-211, Rev. 3,'Section 5.1.1 states in part....
" Materials used for structural backfill within three feet of the exterior wall.... q shall be within that range shown below: .
PHOJECT FIELO ENGINEEN DATE . CONTINUED ON PAGE 2 PROJECT CONSTR QC ENGSNEEN DATE l l
, AuTHORIZEO lN5PECTOR DATE. (
ns. 18 Date 25. Desposition Results Rip ][ lo ten By % Datelifl7 7 y f(gj)MG( , 7 - ll-))
- 21. Rou'tana TO rsELO ENGeNa fa:Nt/
Op fis inPECervi
- 22. DField Engineering Disposision G r:ELO E NdsNE E R4NG N ECDMM ENDE O of sPCstTIOQ/O PROJECT ENG8 HEE RING r.-r..- % svo,. n.Jha: "Z//5h 7
- e Use As Is. The 2% deviation from s'pec. gradation requireta/ent has a negligible effect on the structural properties of the sand as placed. Comp 3ction te,sts were acceptable. [f[g [ z./y /g :
Y /) I kh .
- 23. Project Engineering Drsposition W
(
. WodW /I/77
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- 26. OC Acce.ptance ! ;
QC ENGINEER DATE, t - ___ , i
- AUT,NO RIZ ED INSPECTO R OA '
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NONCONFORMANCE REPORT '
- 1. Protect Nanne Job No. 19. 20.
No. 701 p.,, 1 1 Midland 7220
- 2. Unit (s), 3. Drawin9/Part No., , Rev 4. Item Description 5. Itern Location ,
Cont. #2 N/A N/A Liner Plate Coutainment #2
- 6. P.O. Or Spec No. 7. Serial No. 8. Replacement Part ,,, 9. Source 10. Contractor / Supplier C-111 N/A r/N N/A Rav'N/A N o. N/A Construction N/A
- 11. Inspection Criteria ,, ,o, N/A i n. AsuE AuTuoR zen a 3. suErCu ATTACnEn 14. o.scovered During 15. Equip Furnished By .
Dowa O SPEC DovaER No. WA ' O'v"Es'**ENo" Om E= GEC:s GCoNsT O TEsv Oco ENTO <No D 'o -
- 16. Nonconforming Condition: g g 24. Disposition Concurrence g $ g "Shzrp bends shall not be permitted unless provision has been made for them in the " ' " ' ' " ' '
"h "
d: sign." Contrary to the above, a mobil'e-crane ran into the liner pinte at- gg M PROJECT [E LD ENGINE E R ATE eppr ximately Elev. 654' @ azimut:. 70 0 by the construction opening in Unit 2 causing ., i a sharp bend'. One liold Tag Applied.. "Q" List No. 1.109. Hold for Engineering
, f" ' [M HoJECT CoNITR QC ENGINEEH
).- '/
oATE AUTHoRIZ E D IN sPECToR DATE j ., , o, o.t. 2.. ois-tion o.s.,ts u.n.-Nr.$.$,l& 1
- 21. Houting
.o.t./9/7 7
Rt G 7 O
%p '
ft ERs (sPECIFYl 46 2-N-77
% To F8 ELD ENGIN
- 22. QField Engineering Desposition OrE'o Eac'aEEa'aa aEcoa=EaoEo o'sPosrTeoM To PROJECT ENoiNEER No ,
~
Repair liner plate in accordance with Appendix B of Specification 7220-C-111 Rev. 10.
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- 23. Project Engineering Disposition
- 26. OC Acceptance QC ENGBMEER DATE AUTHo RIZE D INSPECTOR D
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- 1. Project Name s Job No. 19. 20-
.. ._. . 's. - .-s -
709 Page _1of 2 gg.3- *t m .- ' g l, , , '> . No. -
- 2. Unit (s) 3. DrawingM , , ,
Rev 4. Item Description 5. Item Location - thitsla 2 7220-M129A 4f-7 N/A Ifuelene Rev. ic.* Valvos ' When Il fr Unlet ahn
- 6. P.O. 6 7. Serial No. 8. Repipement Part ,,, 9. Source . 10. IgggsygSupplier 7220-M1294 Renr 5 lee Block 1A " ' " D A "Ev " -
M m- ' remta-t MRmtfactm-4mr th
- 11. Inspection Criterie IR NO. b*l* 92. ASME AUTHORIZED 93. SMETCH ATTACHED 14. Discosered During '15. Echip Furnished By M* l bN 2 '" @" D QowG USPEc OOTHER N O. VES 0"N O GEC G DCONST O TEST OCoiENT OcNG Or'n ?
- 16. Nonconforming Coadstion: 24. Disposition Concurrence !
Material Thenimition v.94, Dw si inM r s tar ' fn, tk.1MrwRate run ~~
~
r3EWORM REJECT REPAIR USE AS IS
._Svstem Ehw+ vniven mmen "nc./;no# mqT. 4tninlan. m.1 ; wm 1.a r m m . 3 m- .wn. oof l
has a valve identification b of 1"-ECC-CK-L Drawina 7220-M129A !48-7 in:llestes that' .__.c PROJEC f FIELD ENGINEER DATE 7 tera Fo. 29.0 has a valve identification No.cf 1"-ECC-CK-L The airht valves received._ __ PROJECT ENGINEER DATE l' are taared 1"-ECC CK-K ar.d the acccaeanir:2 doctanantation fbr the nicht vetivn<r litit the PROJECT CONSTR QC ENGINEER DATE VI'l VP 1r!#TTti d f*15t.$ ppm ge 1 ".WN.M F. Tet s tn f.hp S hsYmp artsira4 ins *m-v'fe+mwiswer 1 hse a4 n &*, =
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A*JTHORIZED BNSPECTOR DATE r a n
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- 17. Reported By. ,- Date 18. .Vali aged By Date -' 25. Disposition Resuits r
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- 21. Routing ,e p^ TO reELD ENGINEERING Q TO OTHENS (SPECIFY) ,
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- 22. OField Engineering Disposition CFIELD ENGINEERING RECOMMENDED DISPOSIT8ON TO PROJECT ENGINEERING ,
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O O O NONCONFORMANcE REPORT c
- 1. Project Name Jols No. 19. 20.
No. 70'4 P. el_os .1 Midlanc i 7220
- 2. Unitts) 3. Drawing /Part No. Rev 4. seem Descripalon S. Item Location Comon C-140 Q 11 Misplaced Dowels Aux. Bldg. El.646'-0"
- 6. P.O. Or Spec No. 7. Sersai No. 8. Replacement Part ,,, 9. Source 10. Contractor / Supplier N.A. N.A. reaN.A REv a o. Construction NJA.
- 11. Inspection Cr6teria en no, e a. AsuE AuTHORt2ED 53. SMETCH ATTACHED 14. Discovered During 15. Equip Furnished By Unwo OsPEC DoTaER ao. r-140 Rav 11 o 'v"E. "gg" 'o* Oves Q" DaEC:a nconsT O TEsv OcuEa7 DEac Or'o
- 15. Nonconforming Condation: -
- 24. Desposition t.loncurrence Drawing C-140 Rev 11. General note #6 calls for clear cover for l' s
a #6 bar to be 3/4". Contrary to the above sdowels placed to match bottom mat rein-- xw REwCRM REJECY HEPAiR USE A S 'S fcrcing (#6912) in the new fuel storage area at El 646'-0" have from zero to.3/4" cover. Seven dowels along "6.2" line and "F" line do not conform to the required hYfdoc. . PROJECT FI8 LD ENGINEER gDf TE z/77_
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PR J CT ENG clear cover. Existing cover on these dowels is 1/4" to 0". "o"-I,lat #1.203 ; b dINEv DATE 7 / 7 77
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II21d for Engineering Disposition. One Hold Tast Applied. Y ' ' " I ~ AUTHORIZED INSPECTOR *DATE J37.fsA./E knedy, g Date uw - lisyai'Wi
% (wd, s 2 -1 Y- 7)
Dat. s. D pos.iion s.susi. l
~2i. nouieng gTo r Ei D EnciaEEpiao Field Engineering Desposition a To7(n/4r> s*ECievi g l' O riE.'.o E acia E,E R,ia,a a E,cd,a = E,a,oE o n'sros T'oa
- raoJECT Eaa'aE Ea'as c...
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g , M: Chip concrete away from the embedded dowels. Expose enough bar so thgt,ti)p) dowel can be bent, according to Spec. C-231, to achieve the r3 quired,90' v er. /////j[f. gSJ Ct U hk Nrl]'1 V NA m 2 - n ~11 - b/d { .z.hSky '
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- 23. Project Engineering Disposation i
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- 26. OC Acceptance QC ENG0NEER l DATE
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= i. o w, 5. 6 Reinforcing Steel ,
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; 7220-c 274. Rev. 6. F~'."'~"*"~
These Sectioris call out 86 6-13" (6*-6 x 4'-9") rebar siong J.j 5,3 'u and 7.8 lines at Elev. 614*-0". . "'"~ y
-! ~ "' [ M # i Contrary to che ishare, these f 6 rebar have g been nattted at the follevtng locations: N. 2/,gfg g([4 a.) From Int to if Line slang 5.3 Lina y ,*p"gg.j '"[rg
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- [Q c.) Fron 7.8 Line to Stattvar along H Line , -
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NONCGNFORMAN. CE REPORT . '.
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- 1. Project Name . lots No.
,d* ,^ . -'
19. No. g 20. Page _7 of g
- 2. Unit (s) - 3. DrawineFairM5Y . g Rev 4. Item Description , 5. Item Location
.N33_Y1297b.109. 2
~
Aoi etor B1dar N/A' liiseenancou:. Fobricat.ed M2tal - Babede Poseyvillo Taydown Araa
'. C. P.O.MagMNg 7. Serial No. 8. He acoment Part ,,, 9. Source 10. ]G@Majpplier .,
A ==v 7220-F1_2S/l4 Rev 6 109P!E 35 el" " - .m nlier hland M rson 2. -
- 11. Inspection Criteria ,, R-1.OO.7216 s a. Asuf AuTNoaszao i s. sxETCn ATTACNEo 14. Discovered During is. Equip rurnished ay Dowa OsrEC DorNE= ' No.
,,' 7DI3 MV 9 '
O 'v"E s"~ ~O"N o" Dm Do y ,c.a OcoNsf O T Esi Oc's=NT OENs Or'o )
- 13. Nonconforming Condition: 24. Disposition Concurrence ~*
shows four nelson studs attached to 1"jr 9" I l'0" plate'. AWS I)1.le Rev 2-7f , Sect. ion t I; wrt VI,_Bua is.%1 statast "Tf visual insnection revenla any stai shear connentar - l thct doas not show a fn11 360 degree veld fillet. any stua that lutn bacn repaired by PHOJECT ENGINEEN DATE Ecidi.nte or omv stud in which the reduction in lencth _due to veldjnr is less than PHOJECT con =TH QC ENGINEER DATE nm-P.T . etch stud shall he atmek with a hmerar and hent to an nned e of 18i dmn en fw AuTNOR8 z[D INSPECTOR DATE Can't Psr. P
- 17. Reported By j Date 18. Validated By ., Date 25. Disposition Results
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- 21. Routing j ,Q TO F8 ELD ENG8NEKHING Q TO OJNER= (SPECIFV) - . . .
- 22. QField Engineering Desposition O r'='o s a 6'a = = ='Na a sco= = = a oro o'sros'T'oa To rao'= cT = aa'a = = a'a'5 -;
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- 1. Project Name . lob No. 19. 2a 707 Page _y of y Midland Units 1 & 2 7220 No.
- 2. Unittet 3. Drawing /Part No. Rev 4. Item Description 5. Item Location Cont. #2-Unit #2 N/A N/A Concrete. Repair Letdown Cooler Walls' 1 P.O. or Spec No. 7. Serial No. 8. Replacement Part 9. Source 10. Contractor / Supplier C-231 N/A ein N/A nEv _N/A n,,o,, N/A Construction N/A
- 11. Inspection Criteria C-1.40-5010 t a. AsuE AuvuonizEn 3. sMETCH ATTACHED 14. Di. covered Dusing 15. Equi:n Furnished By Oowa EsrEC DoTHEa ,,no ao.C-Bl. Rev. 12 '
O 'v"E s [no Om > OaECce ConsT OTEs7 OCoEa7 DEas & 'a _16. Nonconforming Condition: Upon forta removal of the Letdown Cooler Walls in Unit #2 a piece 24. Dispousion concunence of 2 x 4 was found in the pour. The wood was used as a temporary bulkhead adjacent ""' "' ' ' ' ' '
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s , the embed at approximately Elevation 604'. As a result of this a rock pockt:t was y6 w 7 f formed under the embed. "Q" List No. 1.105. 1 Hold Tag Applied. Hold for Engineer- ""
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- 21. Routing Yh/77 To F. ELD EN Gia[EE pir4 G hhhwOt.
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- 22. C Field Engineering D'spositica.
i OriE'o EasiaEEains aECo==EnDEo oiscosiT.'6a To raoaECT EuainEEn no Repair in accordance with Section 17.0 of Soecification 7220-C-231 Rev.12. M NT7j 4%/ %4 W'
- 23. Project Engineering Disposition
- 26. OC Acceptance .
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'5' Ikit 2 2HBC-218-S-657 N V Jub.'l Pioe Spool' Poservine Tovdmm Aret S. P.OW JE 7. Serial No. 8. Replacement Part ,,, 9. Source 10. l6upplier See M 16 " NA
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- 11. Inspection Critorie .
,, no. B-1.OO-7 % s a. AsuE AuvHORazEn e s. sMETCH ATTACNEo 14. Discovered During 15. quip Furnished 8y dowG SPEC DovNER . NO. h MN N O v Es NO OaEC G OCOMsT O TEsi DCLiENT DENG Or'o -
- 13. Nonconforming Condition: 24. Dispositiori Concurrence behtel vendne oppmwd TWvinse #pmc-91P. %ALI:n i (nann =11 '
NEWORK R EJ ECT R EP A8 R UsE As as h Tuct. //HR-91+-56X). Attachment "A" indicates tha' spool lenttth to be 10'-7h". Contrarv < l 0 _to tha above tha (hlity hvific*tirm metu -ntatir n im 1na.a R enTor ne behtal - PROJECT F8 ELD ENGINEER DATE 4 , renroved Dwit. ' Attachment "R" indicatinrr the over all dbnension to be 9'-7h". The i PROJECT ENGtNEER 'DATE h eine snoel received is in conformance with Attachment "B". - 0 PROJECT CONSTR QC ENGINEER DATE "A" r~har is h MTP. hid nen4f m fie=1 dismncitirm. hold taafs) ann 11ed. t AUTHORIZED INSPECTOR DATE f i
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i F O R M E N.l D n/N 2.'1C R w. 1/76 T W_.--~~- f 1
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b3 feuv v .rOnMANCE REPORT
- 1. Proies: Name . Job No. 19., 20.
709 ,,, 6 mdhda 7223 y, p,,,
- 2. u.uitsi 3. Drawing /Per: No. Rev 4. Inom Description ggg g 5. Item Location Elev. 93'-C "
#1 1-616-6-2 0 3" Sched_glp_hO Stanchion {nfpe attachment) h' .O W of 6.6. 7' li S of
- 6. P.o. os Spec No. 7. Sasses No. 8. Replacement Part ,,, 9. Source 10. Contractor / Supplier .
D J220-M106-AC N/A r/N .N/1_ NEv N/A NO. N/1- Supplier ITT Grinnell Warren, Ohio
- 11. Inspecison Criteria ,,, no,_p- M [dl6-6 s a. AsuE AuTHOH92ED
- 93. $METCH AYYACHED 14. Discovered During 15. Equip Fuenished By
_ ,__. U OwG h&PEC OOTHEfe NO No h V"s "O"N O D U" ONEC:G @CONar O TEsi O C o.E N T E N Qron
- 13. Nonconloemeng Condation: 24. Disposition Concuerence shall be provided for attachment materials that requiro wolding to Nuclear or "'"
critical piping. The material shall be coded or stamped with the Heat Number Q' l auch that the report may be specifically identified with the material it represents". "" ' " ' " ' ' " ' * " T^~ Contrary to the above (2) two 3" Schedulo 140 stanchion pipos, item 1 on drawing "" '"""" " l PNOJECT CONsTR QC ENGINEEN OATE 1- 61 6-6-2. were famished without Mill Tust Reporto and the material was not_.atamned l* AUTHOR 8 ZED INSPECTOR DATE with a Heat Number traceable to a Mill. Teat Report. (Block 16 cont. on page 2)
- 11. p.poveed Dy Date 18. Vati Dese 25. Disposition Results b __ $$?' l'l Wf . et d M i
$ h f ^ " $ ~1 ' l
- 21. Houtsng / h TO OTH sItsPECIFVl QTO FSELD ENGINEER 8NG
- 22. QFeeld Engineering Despousion geEco ENGeNEENsNG NECOmuRNOso pasPOssie TQ PHOJECT ENGINEENING '
U1SEosmobi Rm.mRUB RV 3, ,/77 = Field Engineering reconinends "Use as is". As stated in block 16 the stanchions ' ne identified as material type "K" (SA 106 GR.8) Additionally, Project Enginee,r_j_ng - is to revise form G-321-D for P.O. 7220-M-106 to refergncg_the re9uirementS af ' paragraph 10.3 of specifjcatjon 7220-M-209 Rev. 5. Resolution _re uested for_this flCR b'y 3-11-77. ej,,f}h,,,ka.Ah i ;).gg. 77 f){ _{) f x. zg -3 y
- 23. Protect Ensensesing Dispoution ' '
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,1NCIN!! RING AND CUALITY VIRITICATION DOCUMENT RioultEMENTS A!Y. p Inttt 2
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Or 2 0 RIP 4DDutflos DI lHis 7,0RM is AUTMg4321D - CU?.LITY VIRif'ICAflCN DOC J MINT TRANSMITTAL.RifADDUCI TMis 3:01 CALT l ,- = .- . -_ _ _-.;_ . [() u
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r o o i c f . NONCONFORMANCE REPORT
- 1. Project Name Job No. 19. 20.
No. 710 Page l of 3 _ Midland 7290
- 2. Uni Is) 3. Drawine/Part No. Rev 4 Item Description 6. Item Location y, M/FM~M Thit 2 KA/ At,lan T.etdown Coolers T_ Eccci.im 't a- M elo P.OM 7 Serial No.
- 6. 8. Replacement Part ,,, E h urce M. M uppher 7220=ML.13 nee m nek 16 'la N ars' " o-vendor B & "d@chburg._Ya.
- 11. Inspection Criteria R-2.OO- s a. Asur AuTNOnizEn . 3. .xETCH .TT.CNEo 14. Discoes,ed During 15. Equip Fen nished By OOwG OsPEC DoTNER s. N@OH4-2.
NO, Rev 1 = gy"E,"* "O"N O O'"- * @rC:G OCONsT O TEsv GConsNr OENG Or'o
- 16. Nonconforming Condition: . QCIR-T2.20 liev 1 24. oisposition Concur,.nce 1_ ocTD D.9_ On nov 1.' Ant _ Mn_ Iz _1 ntaten in 'nnyt.
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"Vi nnal l y HE.ORx REJECT REPAIR kJ5E ASIS ovnmine the mnterial nv equipment mnvicing, namPplaten and tnga in vnvi fy CODfonnAnPp with the receipt documentation." The certificate of_conformance.for the two lgidown PR'OJECT FBELD ENGINEER DATE cnnl ers li nt the B A. W mark numbers _ga_2Mif-HY1 A & 2Mlf-]DQ)). The Bechtel Mechanical' PROJECT ENGINEER DATE
_. Equipment T. int (7220-M l 85 Rev S) lists the equivalent Bechtel Mark Number: PROJECT CONSTR QC ENGINEEN DATE A'UTHORIZ E D IN SPEC TO N DATE cnn't Pa. 2 Date 18. Va y Date 25. Disposition Results . 17.bbe/h 're[ed Byf'??1twCV
- 21. Routing t
ek7/7 > M Y' at Q TO O NS ($PEC0FY) YLf 2-t 7-77 QTO PeELo ENGiNEEH'eNG
- 22. OField Engineerine Desposition Ors ='a = asia ==asaa arCoa==ao=a os= Position To raoJeCT Eaaaa==a'No s
- 23. Project Engineering Desposition
- 26. OC Acceptance QC ENGINSER DATE AUTHORIZED INSPECTO R D Al'
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, Mfnc.__}',.Lhricated Metat - Anchor.Boltn Uhse s'lr OC Hold f,ren fy_f.}Rdfni. ' P-7290 ~P-19h0"-2,-5 .* N/A * < '
S. - P.OY/.MZg/T 7. Serial No. 8. Replacement Part ;' , ', ,i, S. Source
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- 15. Nonconforming Cor.dition: .
..e-Once:a OconsT' O Test Occic N r' O:N a D ri.o' '
24..'. Disposition Concurrenca T'a wn ' %1 mtaton - "Thl t h on d t - nhn11 hi . utwopK
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- chova [cirteen Anchor Bolts (elkht IM A2AB1 and eight f/X J2All2) were '
. , . , , PHOJCCT ENG8M CE R i DATL calivered end 'ce'rtified' to- A9Tff AddO do not_have'eny radiol lines on'the holt heidf.
. .. t . . . . . . . . . , ., . ., .., PROJECT CONSTH QC ENGINEER D A T E ,.
P f r .. thic Ai eavement v +ha m tavin.18.n ntntun i n -i ndotov ni nr+ a
- AUTHOR 82ED 8MsPECTOR D ATC ' '
_ _ . ' " r-bar i n '1.202. Hold/ tsndinrv ' finn 1 di nrmition ? I. hni d' tarp ) npnl i nd'. ' 18 tTal dat W
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Use"as'is. Markings ~were~ inadier'tently omitted, as' bolts %er'e notia' standard or . V . S c h ' r. 4 , a w # ~ stock. type iten. - Documentation ~ is jn accordance with 'specificat' ion' C-233l and is ' " J J 1 J, i- - adequate evidencef that. bolts meet. the applicable r'equirements'. . j/h /,g , ; i .j i . -- .
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