ML19329F018
| ML19329F018 | |
| Person / Time | |
|---|---|
| Site: | Midland |
| Issue date: | 09/30/1977 |
| From: | CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.) |
| To: | |
| Shared Package | |
| ML19329E996 | List: |
| References | |
| NUDOCS 8006190804 | |
| Download: ML19329F018 (244) | |
Text
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e 2. i .% LOG OF NONCONFORMANCE REPORTS i
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PROJECT NAME Midland 1 & 2 "
JOB NO. PAGE 2 3 4 6 5 7 NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSEC CLOSED BY SP/ PSP G 3.2 Rev. O Tmplemented using new forms inv Nnnconformnnce R onnrta nnd T.ng Shnnta 460 7-2-76 -M-106-Incorr-ect-Dwg Rov-s--sent-with-Hangers $370Vk 8-31-77 R. HalverSon 4 61 o 7-7-76 M 10L rnenv r oet hvg. R nvs. sent._with Hangers Rework v
Fnh. tn T.cyc1 4 Thyg n. L Doc. 9-1-77 R. Halverson 462 en 7-8-76 Dwg. c-220 Rebars cut anrLD01 Rqplaced Std. R epair
. 9-28-76 M. E. Foote 463 h 7 76 M b-Q '121-D not received for 4 sets of Gaskets Doc 8 7 6 H. Boleen 464 7-12-76 c 111 TLa n n nd T-in n anh-assy_s_shev inc.onais.t.ent Rework DO Heat Numbers. .10-5-76 W. M. Pardce -
465 Q 7-15-76 __G.. 2 0 8. Strength Level of concrete falls below rec.
fellevel. Cure Temn. of cylinders below reauirement s.
Use as is 11 7 6 B. T. Check 466 N 7-16-76 M-104 A . Three Pip'c Snools Delivered Bent.' R eject 9-20-76 R. S. Morrow 467 7-19-76 M -104 A . Venturi not installed in Snool Piece. Use as is 10-12-76 H. D. Foster 468 7-20 M.-10 6. Support Bars have incorrect inside diameter. Reject 7-29-76 P. M. Pitts 469 .7-21-76 __C - 2 3 ? . Nelson Slu_ds were broken off or missine R ework 8-4-76 W. M. Pardee ch ant. els . Aux. Bldg.
470 7-21-76 _Dw c . C-284. Tvm_D.quela_ mis _s_ from El. 635'+ 11-5-76 B.T. Cheek.
at i~ntersection of wall 53 and 'H{_Dginc. gse as is 471 7-21-76 nwg. c-140. Lacking Rebars around door opening. Std. R epair 9-8-76 El. 614'0" at 'H' Line and 5. 3 Aux. Blda. - - - - M. Foote 472 7-27-76 Dwgs. C A 32. A 32 A. L A23 Rebar Missing Aux. R ework 9-23-76 M. E. Foote Blde. 5. 9 & 6. 6S. of 'H' 'Kc' @ 6. 6El. 632'6" 473 7-30-76 E-20. F1ances not coated unon receint.
2-16-77
' Reject H. Boleen 474 7-30-76 E-20. Weld Neck flanges not oil coated upon reccJpis_
Reject 2-16-77 H. Boleen 475 7- 3 0-r 76 E-20. Elanges not nrotected upon receint.
R eject 2-16-77 H. Boleen 476 7 - 3 0 - 7 6 -.M-10_4A. Pip.c_ap_qallHCc-154-S61.6-10-1 clamagcII. Repair 7,
477 g 8-2-76 c 111- Vnin Rteam Panetration-wr _g not full R ework 9-14-76 P. Y atter
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LOG OF NONCONFORMANCE REPORTS Y
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Midland 1 & 2 '
PROJECT NAME JOB NO. 7220 PAGE 2 3 4 G s 7 DATE NCR NCR NO. DATE NONCONFORMANCE DESCRIPTION 7 REMARKS DISPO. CLOSED CLOSED DY
-478 8-6-76 C-231. Dwn. C-281. #6 stirrups installed on 12" center s Use as Telex.9-10-76 c. Kasch '
instead of #8 at 9" Aux. Bldg. El. 614' to 630. 75' 8Kc' line is 9-20-76 11. 'P . check 479 8-6-76 _M-104 A, No reference of NDE on PT Examination Document. 11-18-76 P. M., Pitts ILc. cord for pipn_apool OHCC-152-S506-1-2 R ewo rk a'480 8-6-76 C-Ill. Welding of Dome Spray Header Luns, Unit #2 Repair 9-21-76 A. L. Boulden .
4 81 6-9-76 M-lfl6. Mangers fabricated to not approved drawinca Doc.
r-ovisions do-not-match-sketch reve: Rewor 482 8-10-76 _Mand-packing-slip
-10 6. I-lange r documentation for NDE & Weld Use as is
- Detaila. 10-28-75 P.' H. Pitts 483 8 7 6 n m A. r 14061 uinc. Metn1 fnbricationa received Reject 8 7 6 R. A. Moray .
with nut tng mn vicing n.
484 8 7 6 C 233A. F 14438 Trash Rack Qilde Ass vs received 8
Document 9-3-76 R. S. Morrow ifithout-tag-marking e ~
485 8 7 6- C-233A. F14439 Channel and Plates received without 10-5-76 H. Boleen Use as is 486 -
8-16-76 ta C-2 $1.arkings.
Dwe. C-212. Rebar omitted and Robar install ed i
.. tR epair
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toolom Aux 4 1d iEl. 599' 'It', 7'9" west of 7.4 @-12_7_7_ _ M _ Fo ot e___' -
- 487 8-16-76 C - 2 31. Dwg. C-2 5D~ Aux. Blda. ~E T ra~n sfe r Tub's - Use as is Telex. 9-10-76 c. Kasch Room: Channa1 nnt amhnddad in annerntn 620:o" to 63r inn '9-20-76 B. T. check 488 8-17-76 b4-1043. Code tag on dipe spool does not correspond with documentation. for pipe spool 1-GCB-8-S612-1-3 Rework 1-13-77 F. Mahn1n 489 8-17-76 C - 2 31. #6 Robar cut to allow installation of Struct. Use as is 10-12-76 M. E. Foote bana nintn for beam 68 3" West of 8. 7. Along 8AI Line El. 634'6" nux. -
490 8-19-76 -M - 6 4 '. Radwaste Decay Tanks equipment bases not Revork , 10-4-76 C. Groat ,
coated with an clastomeric Compound.
491 ~ 8-19-76 M 106 AC. Pipe hpports Fabricated to Level 4 nwgs. Doc.
Packing List does not agree with Dwes. sent. R ewor_k _
9-1-77 R. Halverson j ':492 8-19-76 M-10 6KC. Pipe Supports fabricated to Level 4 Dwgs, neworK 6c J)o c .
Pkg. List does not agree with Dwgs. sent. Clamps no : numbered. 8-31-77 R. Halverson ,
,.! 493 8-19-76 SIO. PO F-14792. Bolt Heads not marked A490.
_.Eq1ms FPG-9-1 and FPG-9-2 not completed by Vendor,Use as is o 9h M
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H. Boleen 494 8-19-76 i M-1. 35. No correlation between documentation for 4 NNI Non R
_.; Svstem Cabinets and 4 Cabinets. No Dispo 11-15-76 J. P. Connolly -
8-19-76 M 106 AC. Hannern fabriented to level 4 dwas. Pkg. 11
('495 st Rework-Loa.9-1-77 R. Hal r rson does not agrce with dwgs, sent. F 'rs arrived before d ap3r.
76 P 41 n
" 11-4 D. f. L- a tg. ,,496 Onnduit damaged byAilling Auxr-Bldgr-584q
% C -. slab . > V M
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) j e LOG OF NONCONFORMANCE REPORTS PROJECT NAME Midland JOB NO. 7220 PAGE 2 3 4 6 5 7 NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY ,
668 1-17-77 C-231. Concrete curing temperature fell to 38F, Pour #C(640)as Use as is 3-24-77 G. Sanders 669 1-17-77 C-231. Broken and missing rebar, Aux Blda opening Std Repair Elev. 584' 5-13-77 M. Foote 670 1-17-77 C-231 Missinn dowel. Aux Blde Elev. 57680". 5' east No
~ 4-15-77 M. Foote of 6.6, 10' soti'th of F line Nonconformat ce 671 1-17-77 C-231; Missing doma!. Am nidg Triav. 67 p n". n' a==t go 5-3-77 R. K. Siple of 6.6 on D line wall nnnnnnrovmnme 672 1-17-77 C-231. Broken dowel for block wall. Aux Blda Elev. Std.
599'0". 6' east of 7.9. 4' north of B line '
Repair 673 1-17-77 C-231. Broken dowel for block wall, Aux Bldg Elev. Std.
69980". 7' east of 5.1. 2' south of A line Rouair 674 1-17-77 C-231. Missing dowel, Aux Bldg, Elev. 593'0", 10' Std*
south of F line, on 5.6 line Repair 5-19-77 M. Foote 675 1-17-77 C 231. Broken dowel for block wall. Aux Bldg. Elev. Std.
614'0". 10' east of 7. 4 line, 17' north of B line nnpair 676 1-19-77 Dwg. E-536. Conduit 1 A010 damaged by drilling. Std.
Aux. Bldg. slab at Elev. 599'0" nona4, 2-16-77 D. C oine 677 1-20-77 M-104A. G-321 D not received for reducers. Mat'l not No Ncriocrfuum allowed for on nining class sheets
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Reject -2a-77 R. S. NorrW 678 1-20-77 M-106A. Hanger 18-1HCB-1-H10 fabricated to level No Noncon -
- 9 drawing formance 2-22-77 J. R. Slifer 679 1-24-77 C-208. Record cylinder set for Pour C(652. 75)b' cured below minimum requirement. Use as is 3-3-77 D.. L. Osborn 680 1-24-77 M - 104 A . Several nine snools delivered with no Rework desiccant inside.
Reject 0-16-77 .1. R. Slifer 681,, 1-24-77 C-231. Fire darbage to letdown cooler walls, Cont #2, Gtt Elev. 613+ to 624+ 8-18-77 D. L. Osborn nnv e r 682 1-25-77 C-231. Grout not properly bonded to construction Std.
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joints, 5.3 and 7.8 lines, H line to Kc line, 61480" Repair n r m a ,,
683- 1-28-77 M- 104 A . Co_de data _ sheet and N_D_E r_eports do not 'O n-.77 '~
correspona witn spoot piece 4-rivu-41-6613-6-2 Rej.ect 684 1-28-77 c-Ill- pits and gauges in liner plate out of tolerance geg,liepaE- 3-11-77 D. L. Osborn a_s outlined by r acc. (
685 1-28-77 C-231_.Elyash c ontent 1 5 1ha_ove r allowable,_one_ load
,'U se as is
. 3-4-77 D. L. Esborn Pour SWR (598.5)a -
686 -l-77 C-211. Backfill material delivered 1-7b&l4-14-70 without required testing ,.
Use as is 3-7-77 D. L.'N,Osborn A _- c ___ DV -
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LOG OF NONCONFORMANOE REPORTS' L
f PROJECT NAME Midland JOB NO. 7220 PAGE 2 3 4 6 5 7 NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISP.O. CLOSED CLOSED BY
- , 706 2-15-77 C-233. Nelson Stud did not have full 360 _ fillet wnld ,
and subsequently broke off when struck during testine. Rework ' '
707 2-17-77 C-231. Rock pocket developed as a re.sult of'a piece of 2 x 4 in the pour. Cont. # t. taev. ous' Std. Repai]. 4-7-77 G. Sanders.
f 708 2-16-77 M-104A. Vendor dwg. indicates spool to be one foot L Icnger than Quality Verfication Doc. 2HBC-Zl8-St67-40 3 Use As Is 3-24-77 B. M. Jolce B
709 2-17-77 H-106. Dwg. 1-616-6-2. Mill test Reports not lur-O nished and mat'l not stamped with a heat number. Reject 6-15-77 P. M. Pitts M- At as wn ers, in rre t tagging and Rework 710 2-17-77 QA Data package not received.
Doc. 6-10-77 J. R. Slifer l 7 11 2-21-77 C-233. Bolt Heads not marked w /radiallines or symbol identifying the manufacturer. J. R.' Silfer
! Use as is 3-7-77 l 712 2-22-77 C-231. Embedded plate for 2E-57A not in same plane l as concrete wall, U nit #2,_ Elev. 61788n Repair 8-30-77 P. W. Ratter J 908- ovH ndar neia nurad_out or snne. rangn or
'713 2-24-77 4-21-77 60 to 800'F. Pour SWI(620)a s Use as is D. L. Osborn 714 2-23-77 C-230. Flyash in concrete for Pour A(634. 5)e is 9%
I'elex. 4-27-77 B. T. Cheek over design weight for 8 yds. Ticket #13b54 Use as is h-29-77 B. T. Cheek s 715 2-24-77 C-230. Gement content of 6 yds 1 pound Light, Four No
' SWI(620)a 1%mbuue 3-14-77 B. T. Cheek
!' 726 2-26-77 C 208. Concrete cylinders strioned after 24 hout-requirement C-111. Bulge in liner plate. Unit #2 Use as is 4-21-77 D. L. Osborn 717 2-28-77 Repir 718 2-25-77 M- 10 6. IIangers fabricated to drawings without any r poroval. 21/2 1CCB-12-H3 & 21/2-lHCC-8' -H2 Use as is 5-2-77 J. R. Slifer 719 Z-28-77 C-231. One #11 rebar not in A Line wall.,_ Elev.
634'-6" Use As Is 3-1-77 M. Foote 720 2-28-77 C-231. Size #11 Cadweld ninnvn 4MF10 A 85 A Tinit #7 Secondary Shield Wall, has inte .rrupted deformations Rework 3-h-77 G. Sanders 721 2-28-77 C - 2 3 1 . c n n c ,.,,,,- cnr 40"F. Pour C(683.25p)a , Exterior Wall p6dr.emper.atu rn d ennnnaUse to belnw Telex. 3-11.-77 D. L. Osborn as is 4-8-77 B. T. Cheek 722 3-2-77 c-38. Ennmn have copes that are cut past the point of Std Repair 9-20-77 tnrwency. navnrk-P. W. Ratter 723 3-2-77 C 231. Wall, channni vrnbod n9 8tbed i
Tinit #2 secondarv Shield 593'6" to 603 ~ ~
Use as is 5-6-77 D. ' Osborn 724- 3-3-77 C-306. Aux Bldg, Elev. 599. R s cut for Ma ke Up m Pump Anchors more than allowea7 N by Dwg C-143 4-6-77 m Use as is G. 7 ) Yelsley I )
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p LOG OF NONCONFORMANCE REPORTS l
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PROJECT NAME Midland JOB NO. ' 7220
' PAGE 56 2 3-
- 4 5 0 7
NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO.
725 CLOSED CLOSED BY 3-3-77 C-208. Concrete cylinders stripped after 24 hour2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> requirement 726 Use as is 4-21-77 D. L. Osborn 3-3-77 C-208. Concrete cylinder curing tanks #2 and #8. temp.
fell below requirement Jse as is 4-29-77 B. T. Cheek 727 3-77 c-230. Cement 60 pounds below required tolerance No
- on Ticket #13795 for Pour A(634.5)g. Nu m iurna w 3-14-77 728 3-3-77 B. T. Check C-231. Melson Stud cut from Tyne B embed for hanant installation, Aux Bldg, 607', B line 7' west of 7.9 " Use as is 4-11-77 G. Yeisicy 729 3-7-77 M- 12 3 C C. 2- 1/2" FCB-G B-DL SN 2N684. Transition area altered reducine overall valve length by 1/2" 730 Use as ic 5-31-77 W. M. Pardee '
3-7-77 C-231. Concrete curim dropped tobelow allowed temp.
for over 12 hours1.388889e-4 days <br />0.00333 hours <br />1.984127e-5 weeks <br />4.566e-6 months <br />, Pour repair. Aux. Bldg. El. 622: Use as is 4-29-77 B. T. Cheek -
731 M- 10 0 A . Hanger 10-2FCB-19-H3 spring assembly sent from vendor incorrect size Reject 9-16-77 J. R. Slifer -
732 F9-77 c-208. slumy measurement exceeds 34 yard reauirement.
Pour Al616.d a Use as is 4-29-77 B. T. Cheek 733 3-9-77 C-304. ' Structural Steel beam damaged, Aux Bldg, Std.
Elev. 6468, C line 5.1&5.6 Repair 3-14-77 P. W. Ratter i 734 3-9-77 C-306. Rebar cut at hanger 10-1FCB-3h-H7 within a in foot vnAious._ont_n Lap quirements.. Use as is 4-11-77 G* Yeisley' 735 3-10-77 M- 104 A C. ICCB-35-S60 >- - has incorrect configur-ation according to spoot uwg. Use as is 6-15-77 R. Halverson 736 3-11-77 E-22AC. Metal tag not attached to Cable Reccl.
Quality Verfication Doc. indicates tag to be #659 Doc. h-11-77 G. W. Brown 737 3-15-77 _Dwe- M An3: M 60h- m309 16 alantraaan naad in lian ne manRT. 1A. Use as is 4-29-77 A. L. BOulden 738 3-15-77 C-3N. Skewed . beam mis-located. Aux Blda. 634'6".
5.3 @ H line Repair 739 3-16-77 C-231. One #11 rebar cut, west face of 6.2 line wall, Elev. 64480". Aux Bldg, E line Use as is 3-17-77 M. E. Foote '
740 3-16-77 3-306. One rebar cut prior to Engineering approval.
Aux Bldg. 591'7" 5.6 @ C line Use as is h-27-77 R. K. Siple 741 3-17-77 M-inha. coatinen m npools are or an indeterminate y , , ,, i, mntorin1; 9Tme-9 s63h 6-3 and onne-23-s63h.-3 h h-18-77 P. M,._ E_tets 742 3-17-77 g g B eak rs ea cumen r blem t '-- Doc. 8-31-77 R. c- Morrow 3-17-77 M- 12 9 B. Four valves received DC. not AC No
--Solenoids - ; hiuiu um 3-24-77 M B. K ] Jolce
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. . i o LOG OF NONCONFORMANCE REPORTS PROJECT NAME Mi.dland -_ JOB NO. 7220 PAGE 50 2 3 4 6 5 7 DATE NCR '
NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 763 4-13-77 M-106. Vnndor dwg.1 63h-h-1h shows hanger to have 2'6' g center-center snan. Actual hancer is 1'6" center-center 76h 4-13-77 c-38. Beams delivered to the jobsite with re-entrant nornavn cut nast the noint of taneenev.Mk 6hi-DG.6h0-D2 Std. Repair 6-10-77 R. Valentine- ,
765 4-13-77 c-38.
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Beam 7 delivereil to the jobsite with re-entrant -
nnrnorn nut nant thn unint ne tnnennny. Mk. 661-B6 Std. R eoa, t r 6-30-77
~ ~ ~ R. Valentine 766 4-13-77 c nnnm 919 m9 knn a ahnn enhriention arvor. n 5/8" nu+ in +hn s.rnh n+ +hn nnno. ^
Std. Rep.
767 4-14-77 C-231. C-4 embeds omitted. Aux Bldg. 645'+.
5.6 & 7.4 @ D: line pePar 768 h-13-77 c-110. cont #2 liner plate; contamination to zine R ewo rk nrf mor fynm unndon erihhing nna dripping water. 7-28-77 R* "*alentine 769 h-1h-77 c-110. cent #1 liner plate embeeded particles in mist coat. zine vrimer annlied over sharp edge. ' ** #
770 h-13-77 c-110. cent #2 liner plate: damare to several areas nf tha linnv ninte coatings.
Elev. 69 3' 0"-67 3' 0" Rework 7-28-77 R. Valentine 771 4-14-77 C-231. Vold in concrete. Unit #2 Main Steam Penetration, Az 283u Repair 8-22-77 D. L. Osborn
! 772 h-15-77 c-2.
smallnuncturesanddentsmadeintendondurigg_ Rework thn cadwelding of rebar. Unit 42 E. 723'9" Az 260 4-16-77 S. A. Gelnett 773 h-15-77 N En 0-1hD & C-20h. clear cover varies. correct
,nnnretn thinknana._cannot be accomplished. Repair 9-8-77 M Foote 774 4-18-77 C-230. Air entrainment at point of discharge was 6. 9% Telex. 5-9-77 B. T. Check thereby exceeding 6% limit. Pour C(703. 58)a, U se as .ts 5-12-77 B. T. Check 775 4-18-77 C-306. Four vertical rebar were cut contrary to the spec. which allows only two. $1. 5681 Aux. Bldg. Use as is 5-24-77 B. T. Check 776 4-18-77 C-305. Four N 'S rebar were cut contrary to the
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spec. which allows only two. El. 584' Aux. Bldg. Use as is 6-6-77 B. T Cheek 777 4-18-77 C-233. Beams Mk. ' E' L 110 B 3 h a ve - r n_ ent en nt corners that are cut past th e potnt of tangency R ePair . 6-28-77 A. Lamach
. Tendon sheathings are in incorrect locations Repair 778 4-19-77 7-22-7't A. Tor res cont. #1 Exterior Wall Elev. 703' nnn an in 779 4-21-77 C-306. Rebar cut u AuxBld Use 3'6" south F line, @pon installation 7.4 line, of hangers.
Elev. 5848 7" as is 5-12-77 G. Yeisley 780 4-22-77 . E-92._ Cable _ReeLNo. 006-9228 (600V 2 cond.) Reject
_ dam during re-location 8-4-77 G. W ^ own 4-25-77' C -2 Air entrainment at point _ tacement 6.2% T. cheek Telex. 5 77 i A total of 8 cu. yds. In t , Pour A(659)b' Han_aa_is ) cheek v - _v---------_--------------------
6-15-77 B. T.i v
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LOG OF NONCONFORMANCE REPORTS PROJECT NAME Midl'and JOB NO. ' 7220 PAGE 2 3 4 s NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. . CLOSED CLOSED BY 82c 6-3-77 M-1.13. B & W QA Data package has not been Doc.-
rec 'd.for Atlas Lddown Coolers 1E-57A & B R ework 9-28-77 J. R. Slifer
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821 6-3-77 C-208. Field cylinders initial curing temperature out of specified Itmits. Use as is 7-20-77 B. T. Cheek' G- 7. Welder qualified to ASME Sec IX welding to an 822 6-6-77 AWS 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 Use as iS uhan 1/16" from wall, 2 4 11-3-33, 1-616-9-6, 7 617-9-4 Rework 824 6-7-77 C-231. Waterston nartially_emhnskled 'll not nronerly embed completel'yl DWG C-275, 628' 34'6" ' Renair 825 6-8-77 c-211. curin ,nat_apnlied to +ha vant faca or tha
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Rnevinn watnv sntainina un11_ ca m (IM), b , Use as is 8-2-77 A Lamach-
__ 926 6-10-77 C-2. Tend _on sheathing placed circumfer,entiAlly 5'-1/Z' to tne rt. o1 centertine as snown on awg. (cuc 01 spec.1 Use as is 8-1-77 827 6-13-77 Jwg. C-228. Grade Ah90 bolt does not have a washer Use As Is 6 77Tek B. T. Check under the head. 6-21-77 B. T. Cheek 828 6-14-77 Dwg. C-281. .Due to mislocated rebar, electrical penetrations cannot be installed. Aux. Bldg. El. 624' R Pair 8-25-77 M. Foote i rMc.p.F1pe spool 1GCB-13-3612-1-7 not truly 6-20-77 829 6-14-77 c.treular as called ror in spec. 201 R ej.ect F. Mahala 830 6-15-77 E-42 3" GRS damaged by drilline in RB#2 Stab @
593'6", 2BA049 Std. Renair 6-29-77 D. M. Colne 831 6-16-77 M-104A. G-321 D and OualPw not received for two spools. ' Verification Documents Rework-Doc. 7-28-77 J. V. Miller 832 6-17-77 0 970. Averaga tomnnvnturn for nonnreta in pour IeIeX. 6-2/~// U. l. Cheek of7ih.08 h' hainv 70 . (Jse as is 7-15-77 _ D. L. Osborn 833 6-17-77 leum / tt it , w . Ase ttetter
- Ddi.'C-226.
under the head.
Grade A490 bolt does not have a washer-- Use as is
.7-28-77 B.~T. Cheek 834. 6-17-77 M- 104A C. spoot received.has attier.ent number
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than vendor sketch by the same shop order number- Reject 635 6-21-77 Dwg. C-196. Anchor bolt holes for Centrifugal Water Chillers moved during conc. pour Aux.61i5 : Rework 836 6-21-77 JI tol - vala varniv on spool onac-150s619-h-11 not g g In11v pmia. . _ __ _ _. ..
837 6-21-77 M- 106 A C. G-3Zl-D and applicabic vuality v eritcation
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Documentation not rec'd. Shop rs E-ME-UU6 274. Reject 6-30-77 J. R. Elifer 83: 6-21-77 G - z 3 0. air entrainment at poi lacumuut ivu low (2. 6%) Y(620)a Use as is 82 m'h
ps p "
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Ie LOG OF NONCONFORMANCE REPORTS
@ PROJECT NAME Midland JOB NO. PAGE 2 3 4 6 5 7 NCR NO. DATE DATE NCR NONCONFCRMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 839 6-Z1-77 G - Z 3 0. Air entrainment of concrete at point or placement too low (2. 8%) Pour SWR (65 6. 5)b' Use as is 8-2-77 A. L=ch 840 I 6-2,-77 C-2_31. Demineralizer tanks grouted as Non-Q instead of 'O'. Aux. Blda. El. 645: Use as in 9-22-77 S. Kirker 841 6-24-77 E-42. PVC conduits 2EC001 & IBC008 damaned by critting, aux 15 tag, p64' . Drilling permit #640 Repair 7-13-77 S. Kirker 644 b-47-7( M- 10 0 A U. 1)wg. 4- 61 ( 0. Materiat in hanger saddle not traceable to the. MTR. Reject 843 6-27-77 c-2. circumferential location of vertical sheathing out of +1?" tolerance. Use as is 8-1-77 B. T. Cheek 844 6-27-77 E-205. Insulator piiId on switchgear bus is broken Rework 845 6-27-77 C-230. Two tickets with hinh air content. pour number Use As Is 8-11 77 B.T. Cheek C(603.67)c' 846 6-28-77 M-104AC. Review of radiographic film records and voc.
QC Records reveal missing radiographic films. Rework 7-28-77 J. W. Miller 847 6-29~77 G-Ill. Deep imperfect _lo_n welded prior to dye penetrant examination. untt at itner ptate. Az.315u El . 638 R ework 7-13-77 A. L. Boulden 848 6-30-77 G-111. Ueep imperfection weicea prior to aye penetrant examination. Unit #2 11ner plate. Az IJ1 0 ti. b/U. Rework 7-13-77 A. L. Boulden 849 6-30-77 C-230. Pour C(744.25)a', 17 yds of concrete placed with high air content Use as is 8-25-77 D. L. Osborn 850 7-1-77 C-38. Documentation not received for ASTM A-490 bolts 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 with high slump test results. yse as js Telex.
g_
7-15-77 D. LT obboiii 852 7-1-77 M-204. Valve ihstalled backwards, M-604. Sht 15, n
@ FW -Zd. neWork F. Mahala 7-27-77 853 7-5-77 g06. b gotched while install.ing_ hanger Aux B1c g Use as is 8-18-77 B. T. Cheek 854 7-b-// p-04. yuality verit. Documentation Package not rec'd for 4 gallons of Sacote Water sealant M-64 Reject 7-19-77 J3 R, Slifer 855 7-7-77 M-104A. Radiographic Reports not received for Reject '
several pipe spools. uoc 856 7-7-77 M-204.~Minirnum wall thickness not achieved. M-612.
Sht 1, FWll3 & 14. Unit #1 Dome ~ ing. Rework 857 7-7-77 A-41. Storage temperature of mat _ ls cannot be Telex. /-U-/ / U. _. Cheek i _ verified. , , Use as is h '8-1-77 i B. T. ) Cheek v v -
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LOG OF NONCONFORMANCE REPORTS PROJECT NAME Midland i 7220 a 63, JOB NO. PAGE
-2 3 4 5 7 DATE DATE NCR NCR NO. NONCONFORMANCE DESCRIPTION / REMARKS DisPO. CLOSED CLOSED BY 858 7-8-77 G-305. 3/4" expans_lon ancnor bolts _not installea to the min 1 mum aeptn. Aux. usag. tiev. 646: Use as is 8-17-77 G. W. Brown 859 7-8-77 M-lu4A. Yara piping coes not nave Certifted-t4TRt' Reject or coae compilance Keports - .. . . .. noe,nework 8-23-77 R. S. Morrow 860 7-8-77 M-104A. iwo altterent aocumentation pacxages ivr um same spool piece utiu t,- 1-:> o l o 0 Rework 861 *[-8-77 M-10h A . Pine Snool 601 A-h8 cannot be fit-un at veld
~
437 dun tn nn nut-of-ronna ennd i tion. Rework 7-12-77 R. J. Mesey 862 7-11-77 C-230. Flyash users test exceeds the allowable limit -
for maximum variation of specific surface.
863 c- m . -nl Hebar n t instal sea on tne n. nana sia 7-12-77 of the opening on -the NW 2ndary 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 i number. Mark no. lz-ZHUG-147-H1 Rework 7-20-77 R. Halverson '
865 7-19-77 M-326. Holes drilled into hanger base plate for the s splication of grout, contrary to REM No. 217 866 7-20-77 A231 nnnnva+a novar out of apecified limits for Telex 8-2-7" P Vanderveer Foodwa tar Innl a+3 nn val va chnmhnv nnnt. Rnn+hnant Wall Use as is 867 7-20-77 _c.mi : cannva+a nnvar nut ne cranifiad limita for Telex 8-2 "7 P Vanderveer i Feeilwater Isolation Valve Chamber Roof.. Southwest Wall Use as is i 868 7 i7 E90l . Mn W 4 innued or MDR performed on a ba'se metal
! y se Ag Ig h WW J .G .h I vapnir maan +n n val d nna prep.
869 7-21-77 _Dwg. A-%2. Broken vertical rebar in block wall T44 vnhavt Anv. nl d e. Elov. 4998 6.Q & Ipe . Repair 870 7-21-77 J1we- E <9. Evakan #5 vartical vnbai in blank wall.
Anl. n1'a ,_ R1av. 6196a
~
7.9 & in. ionconformance 9-7-77 M. Foote 871
- 7-21-77 C-230. S1umn high' for six vards' of conc rete. nour No 7-26-77 D. L. Osborn CC(634.2)a', '2ndary shield ' wall. Nonconformartce 872- 7-26-77 H 915- we c-391 n nr 9mli+v vnvrinntinn non. vkg. Doc.
- 9-7-77 J. R. Slifer non t a env li-p6u OR T.R Elbows. Rework 873 7-26-77 C-6L No C-321-D or Onnlity Verificatinn noc. Pkg. Ubg env icon ni vnum rerenen da Y 7" Univnen+hann inin+ rill av i 874 7-26-77 Dwg E-535, Electrical _Sthick and da"maged during: conc block wasI aowel Installation. Aux..uidg. ti, duo'O Std'qg 875 7-27-77 NCR_B35 .
Equipment _holea_for_HVEC__ equipment M re 9-12-77 P. J cscy ;
hand ground. Eng. concurrence not e ned for work done . Use asis t 876 7-27-77 3-18. 'Pwo WP beamn have areater_ilt ns or' surface depressions as allowed 1 _1/16" ,by AST bgrfectio i
(
~
-6 Repair 9-1-77 P. W. c ; Ratter i v - - - - - _ _ _ _ _ _ _
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.. Ag LOG OF NONCONFORMANCE REPORTS 1 1 a
PROJECT NAME MidlanA JOB NO. 799n PAGE 6h 2 3 4 6 5 7 DATE NCR NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLO?SD BY 877 7-27-77, M-106AO. Range- rod not cut to lenth and hanger sketch No Noncon.
did not incorporate Bechtel comments. Use as is 9-22-77 J. R. Slifer 878 7-27-77 _E fAC. C-391-D nna onnlity vnvi tinntinn nnn. nvn Rework-Doc 9-13-77 J. R. Slifer irnnvvnntiv fann +4riaa nn nnn o one nienn4+ hen *nen.
879 7-27-77 Dwg. c-h19'. Nelson Stud attach'ed to plato nhnared off when strunk with a hnmmor. Rework 8-19-77 R. P. Abad 880 7-28-77 Dwe. c-329. #8 ties with L'6" tails were placed around I'dcx 8-11-71 B. T. Cheek '
1.111-24h tendon trumneta_ ins.tead of 4'1" tailarcont 42 Use As Is 8-22-77 D. L. Osborn e h hm lh - !
882 7-29-77 M-204. Weld 24 on M-616 Sht 10 welded as Non-O list Red '
weld.
883 8-1-77 C-230. Six yards of concrete with high slump, pour Telex. 8-3-T7 D. L. Osborn C(723.92)b' . . _
Use as is 8-22-77 D. L. Osborn '
884 8-1-77 C-230. concrete in Four c vz$ 92]D'_ _ _ _ _naa Delow minimum Use As Is Telex.8211-7 7 B.T. Cheek '
allowable cement weight and flyash weight. 8-22-77 D. L. Osborn 885 8-1-77 M-104A. Two.different doc. packages and spools ex1st ;
with the same spool number. 2HCc-41-5604-14-2.
886 8-1-77 J1-104A. Two different doc packages and spools exist yo with the same spool number. OHBC-1-5618-1-1. Monconformance 8-8-77 J. W. Miller 887 8-3-77 M-30F- 150 RR a+"da warn not mnWed with the mrinu- Reject 8-11-77 D. . A. Delaney enn+nvorn Tn nv th*n nlann nr matarin1.
888 8-4-77 M 139AO. Mntnv operatorn do not have terminal str1DS.
'Y8 nnnnonfi rm a nvn nnt inmnnrnd.
Red )
889 8-8-77 M-64. Radiographs notaVailable for CCW Surge lanks,--Doc Reworl< !
Radwaste Gas Surge lan!..' fa-awaste Gas Uechy lanks.
890 Radiographs not avaiIabe on fne Jobsite +0:' l 8-8-7' M-123C. '
10 valves. Doc Rework 891 8-8-77 M-146. Radiographs for 4 Centrifugal Water Ch111ers 4 not available at the jobsite. Doc Rewor k ,
002 6-8-77 M-125A. Radiographs are not available at the jobsite for one valve. Doc Rework
- 893 8-8-77 M-104A. Yard piping spool 601- A-ll, documents and pipe have dif terent heat code numbers -
894 8-8-77 C-230. Concr'ete placed in Cont. #1 Pourback C(734.09)b' Use as is Telex 8-11 r /
Temperature average too nign. 8-26-77 D.$ j Ged n 895 8-8-77 TP20T. Electric cable came in con _ _ with a pipe spoo _
Rework Durn 1ng a noie tnrougn tiie ve&ndor snop weia. -
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'f d LOG OF NONCONFORMANCE REPORTS
- m .
PROJECT NAME and JOB NO.
2 3 PAGE 4 6 5 7
. NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DisPO. '
CLOSED CLOSED BY G-27. Weld thickness of patch on Main steam Penetratlo" 896 8-9-77 TWX 8-1/-//
1.5", BM only qualified to 1.313" Cont. #2 El. 707 Use as is 9-23-77 I M k*. h. OSSuhen
- 897 8-11 _-104A. 24" pipe OD out of dimensional tolerances, Rework 898 8-11-77 C-231 Dwn C-208. Replacement bars not installed at penetration. 'H' @ 14' west of 6.6. Elev. 584: n Rewoik 77 F. Milsovic '
899 C-230. Air entrainment at point of placement 8-11-77 too high. Pour A(659)d' Use as is 77 R. Bennett C-230. Pozzolanic Activity Index of Portland Cement _
900 8-12-77 below 85% of cortrol. F1vashbelow 15% max. Var. of SS M-104A.
901 8-12-77 Indentations in spool 2CCB-25-S611-1-4 causina rust. Rework 9-1-77 F. Mahala 902 8-15-77 C-230. Air entrainment of_ concrete too high. (6.6%
with a backup test or 6.3%) Pour cc(/b4.58)a' 1'elex. 9-21-77 D. L. Osborn 903 Use as is q-26-77 R. T. Cheek 8-16-77 A-13. Surface of block wall was not saturated with ##
water after finishino operations. Use as is * * "
904 8-16-77 t
lolts used to ' secure them ;have no hardened washers.M Earthquaka.Res.traints have noJ!
905 8-16-77 M-1.13. I ntdown Cooler in storage have rust and I
hea vy_.PfUU52..s cal ing.
/. Alloy studs do not meet marking requirements, 906 !
8-16 ^ Grade ID not legible or complete, manu. symbol missing. Reject 907 '8-N-77 C-208. PSI Strength Averages of Concrete Cylinders .
falls below Specification Requirements.
908 8-17-77 .P. -IJI-1. Rebar delivered to the .iobsite, no OC Receipt Inspection. Use as is 9-21-77 R. S. Morrow 909 8-17-77 FIP -IJI-1. Rebar delivered to the .iobsite, no OC Receipt Inspection, no Quality Verification Doc. Use as is 9-21-77 R, S. Morrow 910 8-17-77 --Dwgs_ C-417/C-403 Pino Rost_ Fmhede nnt installed ner. {
dwa. C-417. not called for ner dwo. C-493. y
~
~
- 911 8-23-77 n 27. nrvice- water nining ~
not nreheated or i post-weld heat treated p'er 'GT - M- 1 ; -Use as is relex. 9-8-77 . J. C. Huron 9-29-77 i
M-104A. J. C. Hur on 912 8-23-77 Two different Reaister numbers for sacol 2HBC-103-S619-3-1 leavino approval s_ talus indeterminate Use as is 9-23-77 T. Christofferson 913 8-23-77 C -233A. MTR not received for anchor bolts. F-21241 914 Doc-Rework 8-24-77 J. R. cu fer. $
t; q g8-23-77 C-38. Beams received with damag .d flanges / webs R@ ]
f- (Q }-
i LOG OF NONCONFORMANCE REPORTS PROJECT NAME Midland g,
1 7220' s 66' 2 3 4 5 6 7
' NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY-915 8-23-77 D123 A. , Motor operator for Item 5.3 mounted perpendicular to pipe run.
M-305. SS studs are not marked with the Manufacturers 916 8-23-77 ID or the class of material . Re.iect
_Dwg. M-169. Preheat temoerature of 2000 F. was not 917 8-25-77 maintained on a root oass (FW#61). 26" vard Dioina. ~
M-10AA. I ncation of ' Item 8i on sonal 2HCC-43-S604-14-1 No 918 8-25-77 .., ries from dwg. to the actual soool delivered.
, Nonconforma lce 8-29-77 H. D. Foster I. 305. Stainless Steel Studs are miss'no the 919 8-25-77 manufacturer's ID and class of materia' .-
Reject-M-305. Stainless Steel Studs are missing the 920 8-25-77 manufacturer's ID and class of caterial. ReIect 921 8-26177 C -2 3 0. I cy of grout placed in Pour C(606. 8)a' was Use as is 1dex. 5- b- O P. vancerveer 2 nounds below minimum allowable flvash weicht. 9-21-77 R. Bennett 922 8 - 2 6 - T.' C-231 Concrete in Emerg. Discharge Structure Telex. 9-19 77 ii. T. Cneek '
not water cured - crushed stone backfill in-place Use as is 9-21-77 B. T. Cheek 923 8-29-77 M-10hc. % nine snools~ have code data plates with the '
monnfac+n_im.~si nnmn_ partially nr' totally illegible 924 8-29-77 C-231 Rebar cut without prior approval, Unit #2 lelex. 9-9-/ / U. L. Usborn Exterior u w 11 6078 ._ , Jse as is ri-su4A .
TTges on spools nave raiseo 1 aces. inswau 925 8-29-77 cf-ftat---30-0MBC 20=S6-1B=M9----30=0HBC-16-5618-1-5 926 8-29-77 F-22622. 5 pieces of channel rec'd on the jobsite Doc.-
without heat traceable markings. Rework 927 8-29-77 F-22569. 50 eleces of angle rec'd on the jobsite Doc.-
without heat traceable markings. 9- -
Rework 928, 8-30-77 C-50B. RadiograDhs not received for Personnel Airlock Doc.-
Rework 929 8-31-77 M-204. FW#-72 on Dwe M-169. 26" Service Water Piping, Hot bending wifhout Engineering approval. Rework 9-8-77 J. C. Huron 930 8-31-77 .C-208. Cylinders storeddn_g.urino tanks fell beilow temperature requirements. .
baNr "k"D s ba'TE fal "I k "-
R eject 932 9-1-77 -230,.Pou gOw air Cong7.54.42)a!,_7_cy.. con etn_ pla c e d _with___
- 3fO 8-29-77 F-16781. Dwg. C-440.
return fini rest.12-13AT 2-13B 1 out of 2 ds for putup Y-acject 9-7-77 d S11fer t__'_____ _ ___ _ _
L _ _ _:
^ ^ ^
~ ~ ~ ~ .J~a51ied incorrectly
" ' ^ ~ ~ " ~ ~ ~ " ~ ~
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LOG OF NONCONFORMANCE REPORTS d
g l 1 PROJECT NAME Midland JOB NO. 7220 PAGE b7 2 3 4 6 5 7 DATE NCR NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 934 9-2 ',7 E-42. Bolts for Seismic Cable Trav supports do not
- have traceab'at.y to ASTM A-307 or_ letter of Cer_tification 935 9-7-77 F-3091 ueams delivered to the joustte witn wetas Reject 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 have cracks in head, extending into shank, Redect 937 9-8-77 C-230. Air entrainment of concrete at ooint of olace- -
ment too high. A(702.25)b' 938 9-8-77 C-230. Air entrainment of concrete at point of place-ment too hiah. CC(503)b' _ _ __ __ .. . . . . . .)
939 9-8-77 M-214. Yard piping runs are out of tolerance in _ telex. 3 // A. a.Inison relation to survey hubs and specification requirements Use.as is 9ho 9-8-77 _m 1N'A N rira fi++4"ca fa" Ra "ina Watar riP inc '
were deliverod to +he'jobsi+a v/n enmplata ann- pa nh ga Doc *-Rework i 941 9-8-77 n 90< Untornton in Onnt. hide. inntalled nuch that it will not embed properly in'the Aux. Bldg. El 620'6' ' Repair 942 9-9-77 E-26. Cable reel, 5050' length was found damaged on board truck. geject 943 9-9-77 G-39. 40 Pcs. or it'1 stock recar was delivered to the jobsite with no MTRs or any U ser's Test perf ormea. R ej,e ct C-304. H-1 and H-2 embeds installed without proper i 944 9-14-77 NDE examinations. i 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 I Repair concrete. Aux. Bldg. Slab. El. 699'0" i 947 9-17-77 C-38. Structural Steel Beams delivered to the Repair jobsite damaged.
948 9-19-77 S pec. C-306. Rebar cut in same face exceedina
- allowable limit. Cont. #2 i 949 9-19-77 _F-17611. Attempts at repairing left defects in j cold lea pipe restraint embeds. Repair ,
950 9-19-77 M-104A. Documentation not received for nine soools. '
951 9-20-77 C-330. Wall thickness of weld neck flange is 0.299 I 952./i 9-22-77 4-3 2 0 hiyfer1rir n voc. not rec'a Doo.-
I tor 2" 5ch. UU U5 F1pe - Rework 9-30-77 M. h Donovan ;
~~ -
7] . .
LOG OF NONCONFORNiANCE REPORTS 1 1 Mi ril and s PROJECT NAME JOB NO. 7220 PAGE b0 '
2 3 4 6 5 7 DATE NCR .
NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY ,
t 953 9-22+77 Dwg. c-651. struct. Beams joined by turn of the nut method with only one washer. Cont. #2 El. 626'
[
954 9223-77 M-106AC. Dwo. 1-603-7-13. " fig. 60 washers rec'd instead of Is".
955 9-23-77 A-13. Mortar fell below minimum compressive ,
strength @ 28 days. Aux. Bldg. El. 6468-650~T~- !
M-20h 96u Yard pinina. Vnl a el . Th.ra. M 1 A7 avna
" ~
9-94 77
' ~
966 arnuna hal"nv ninn -nnvenna g$7 9 26-77 (1'38- Rtvnnt$vd1 Aton1 Bonm Mark Un. 709-Bigo van received at +ha jnba4+a damaged-958 9-26-77 C-230. Air entrainment of concrete too high, end of Telex. 9-29-77 B. T. Cheek line slump too high. GG(774. 5)a' Use as is 959 9-27-77 Dwg. c-329. concrete cover cannot be mainta.ined due____
tn thn nl annmnnt of vnbar. cont. 49 E1. 771'6" Rework ,
960 9-27-77 lhrg. c-57. 48 rebar not projecting as called out by '
avavina. Anvvinn Wntnv nlda. ~
690'On 6% '6u Rinh. '
961 9-27-77 C-230.~ Pozzolanic Activitv Indnx of Pn'rtland Coment holow minimum 1pvp1 nf enn'trn1 (RM') at 9R days _ i 962 9-27-77 Th'e c 979. TA fting bolts have been poured in place in halnv thn alnv. nnanffled in dwg. Aur. El.6G9' 963 9-27-77 'N-104 A- AC. Pipe sp601 1CCB-25-S610-1-5 delivered to the .iobsite with dents and surface rust.
9 614 9-28-77 BqAM- nav. 5- w-5A fnemn nnt pvnnnntnd in +% A T fnv hnid nnint anlantinn nn fi vn nnnknt unl a n _ t' C-233A. Angle clips delivered to site with weld under-965 9-28-77 cutting, porosity, lack 01 tusion, F .$uvi net ny 966, 9-29-77 FPG-4.000, storage of Liner Plate allowed for damage of plate
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ERD opened during Sapternber of 1977 *
- 1. Project Name Job No. ~"
20.
, g Midland 7220 No. lPage_of
- 2. Unit (s) 3. Drawing /Part No. Rev 4. Item Description ti. Item Location Indeterminate N/A N/A Stainicas Steel Studs QC Hold Arca Whse M1
- 6. P.O. ODtSpeQGt 7. Serial No. 8. Replacement Part ,,, 9. Source 10. 0600CCM/ Supplier
[220-F-19157 Rev0 See Block 16 */" N/A aEv N O. Supplier Coast Industrial Supply Co.
- 11. Inspection Criteria IR N O. N/A * *. Asm E auTNORiZEo 33. SxETCM ATTACHED 14. Discovered Dur!
- 15. r: quip Furnished By DOwG EsPEC DOTHEa NO. Mgm hjw 2 m 'y",5 5 " *"O"N O Ovu & _ _ lOnEC:G SCONsT 3 TEST OCoiENT DENG &'o
- 16. Nonconforming Condition: 24 Disposition Concurrence Specification 7220-M ~405 Rev. 2. Para. 3.0 states in nari,! ,All
REWORx R EJECT REPAIR USE AS IS materials and examination nrocedures shall conform to all annlicable nortions of the K latest issue of the followinre adopted specificatic,ns. standards. codes and addenda whrre applicable.
$ _h PROJECT FIELD ENGINEER
/ JA 3/677 DATE' MIOJ ECT _E ngl R DATE ASME B & PV Code Section II Material Specifications (P j . c).y 7 7 ASME B & PV Code Section III Nuclear Pt.<er Plant Components Y[fMN/N AUTHO RI Z E D O N dEl[.A.TO R
'"" DATE N- f'77 ,
- 17. ported By 18. Validat y Date 25. Disposition Results L . torr 0 trtC W Datel8ll77 E V k W-77
- 21. Routing S TO FI(j.D EN GINEERING Q TO OTHERS (SPECIFY) ,
- 22. Field Erigineering Disposition OFIER.D ENGINEERING RECOMMENDED DISPOSITION TO PROJECT ENGINEERING kEW'T_ hbTRIUALS btLDhE\itsnR TO nRrhM GORRPS rLV h s'ura5ud . ~
~
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- 23. Pr; ject Engineering Disposition II 2G. OC Acceptance
. QC ENGINEER DA AUTHOnlZED INSPECTC OA 'I
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- 1. PROJECT NAME
. N NONCONEORMANCE REl'Ong ' jc'14 i .MplN.$ 1 Tc> 4. A . r9 c -M,hj*,,
JODNO.t p.,qh.
h -
!. .* N ';: i.A3f
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~ Midland *
'f220 .
I
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e . b_ N h'.119 ' N l w , p* ( f* NO.1 PAGE__. N
- ' ** .. j [ 5. ITEM LOCATION
- 2. UNITISI 3. DRAWING /PART NO. REV 4. ITEM DESCRIPTION. , ,' *,; M k ! " 's :.
Unit #1 .
N/A N/A ConcreteAih'Cbn; tent'E ! '.' ib ;.).i ' f .* ^ 4 .
C{754.42)a'
- 6. P.O. On SPEC NO. 7. SERI AL NO. 8. REPLACEMENT PART *
'.'t 9.,50bHCE[ $0. dCNTOAC OR/ SUPPLIER c-230, n. 10 N/A N _qfg_._ R E 7g_ SER NO. NTA Subcj,nt_rgt_o y N hdtnhidn, Inc.
- 11. INSPECTION CRITERIA 1RNO C-1.30-325 12. ASME AUTHOR 12Eh -
- 33. SK ETC'H 'ATTACllE O i i 14._ disco'vered DusinD 15. Equip Fairnished By
( ) DNG; (jj SPEC ( ) OTHER ' " l lRic'g k$oint ( ITest gSg!S$:"MNO NO.C-230 r-R e- 10 , 1 l,YE ; XM nog ( IClient i lEno Du FLD
- 10. NONCONFOnMING cONoiTiON: specification 7220-C-230,nev.'10$Pa'ra.Jf.1.5dedtcsb'YJ.h.@P i ! SITION CONCURRENCE in part.... ~ . ~T ~ j e 1 ' mnrk r'elec~t rep. air ~ uso 95.0~
"Tutal air content of the c.oncreto, as measurdd .p.l a ce-r.: at 'theipoint Iof j3ilDIT
. 1 <; -'
ment shall not bc less than 3% nor more than_6% of concrete.__by_f-1.nte[". 1 yols. :C.on garyi. ';. .. .;
- PH O4 CCT risi.O Enr..r.cc n DATc to the above u or f placement of Unit #1 Exter1.or Hall. _Mich .25A,li?,.' _tlin AIE;, 'i '
< + 4
%' PH_OJ ECT E N GIN E C+t DATE entraim.icnt at point of placement for Ticket #20206 Truck'#30 7 c.y,_.'_had tdst! __ _ _ _ _ . . _ . . _ . _ . . . _ . _ _ . _ _ .
, . :ge .. PHOJ CONSTrt QC JNGINCCH DATC results of 2.7% witi. a backup test of 2.4%.
A to tal o f I7 'chyM_nlaced..U. "0". _ _ ... _ ____ _ . . . . _ . . _ _ _ _ _ _ .
A Listhl.105. 1 lloid Tag Applied. IIold for Engineering Disposition. *$ e
..D AT E
/g -.p. r. h *'*UTH O HIZ CD
- NSPECTO
- 17. REPORTED DY DATE, 10. VALIDATED BY
- OATE , .
f * * " ' " """ " "' . "
ri
-l*:
_ .i m0 t ROUTING-
. _ 9-1-n TO FIELD ENG:NEERING ( ) TO OTHERS (SPECIFY)
[ W ' _. ,, ,
&MW ' .
i*
- ~
- 22. L.) Field Engineering Disposition ()() Field Engineering Recommended Disposition to Project Engineering .;
Di s p o s i-ti on-r.e q u e s.t e d-by-10/-10/-77 -4 , ,
"Use as is" concrete On Trk 30, Ticket #20206 was found to have a nonconformi.no E.0.L.. air content Of 2.7L with a back up of 2.4L Immediate. corrective action. '
"' l;
. . . i !
was tal:en with a subsequent increase in air collt_ca.t_of 3._05.. Datas._ concrete._rti_th:
I low air is represented by more than the 7 c.y_._placed and ;teste l having^'* lou dir" !
%$y srRKNf TestW l
g 77 content. results will be forwarded upon roguest as s'ocn as; they__l qco'me(.
- 23. PROJECT ENGINEERING DISPOSITION 3 l coat.h __., _
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f,. Inspection Record No(1-1.3Oh 125
- 2. Date ,_
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. PLACEMENT LDE.:N'1 LFLCATLON I '" ' ~ ' .. . a . . . _ . - . . . - . .
gIk.jo:nen:sIden:ification'(-s [7fE2-k2,) m
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.. NONCONFOfNAANCE REPORT (CONT'D)
- s . i '! .2 0 ^ d, ,. 6 , O F. 6 10NCR NO .. 932 .. .
Bleck #16 Centinued: -
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'i the noted nonconforming concrete and is thereby irideterainatelrf,'vality. Gubsequent tes
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representU b[Truili~Tiiket No. 20208 was accepta$le.[I ~ p h.. d._._ j p. [. '
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17 b4 9.4 7.YI
- 1. PROJECT NAME NONCONFOpMANCE REPORT 1c,4 4 q.'ta n'$'
JOB NO.
- 10. 20. - #
Midland 7220 NO. 9 3 4 __. PAGE10Fb
- 2. UNIT (S) 3. DRAWING /PART NO. REV 4, ITEM DESCRIPTION
- 5. ITEM LOCATION Common E-706 5 "
x 1 " H. H. CS
- 6. P.O. OR SPEC ND.' 7. SERIAL NO.
Tray Supp. All Elev.
D. REgCEMENpgRT N/A 0.E URCE I1 0. CONTRACTOR / SUPPLIER N/A N/A P/N REV SER NO. j Const. l N/A '
- 11. INSPECTION CRITERIA IR NO. ^S A H I,D 13. SKETCH A TACHED (X) DWG ( ) SPEC ( ) OTHER NO K 23 ' i N
( ) YES )NO
- 14. Discovered During 15. Equip Furnish d By I)YES ( NO ( ) Rec's XXCcnst ( ) Test ( ) Client ( IEng IFLD 1G. NONCONFORMING CONDITION:
Bolts used for the Assembly of Seismic Cable Tray 24. DISPOSITION CONCURRENCE j
Supports are to be " ASTM A307, Per Note 3.B, Dwg. E-42(Q),' Sh.100, Rev. 3. """"" "" ""'" "">'M-Contrary to the above, the Bolts used in Assembly of Tray Supports have no Manufacturer's Markings as required by ASTM A307, Section 8.1. In addition. "" ^
N' ' " ' ' " ' ' " " "
the Purchase Order, 7220-F-3089, did not specify that Bolts were to be ASTM "" ' ' ' ' ' " " ' " " " ' ^
A307 and no Power Strut part number was used for the ordering of subject "" " ' " ' ' " ' ' " " " ^
Bolts. Bolts were furnished by the 0. L. Johnson Co., not Powerstrut, so ^"" " ' * ' ' " * " ' ' ' "
~ ^
- 17. REPORTED DY DATE 18. VALIDATED BY 25. DISPOSITIO N R ES ul.TS DATE
& hAA.AJ% 'l "c1 *
- 21. ROUTING: ( ) TO FIELD ENGINEERING ( ) TO OTHERS (SPECI'FY)
~
~Cf Z *f" ]
- 22. ( ) Field Engineering Disposition Eiqld Engineering Recommended Disposition to PsoMet Engineering t Ili99Ff4fT' LOO EUOAHRED EY IO**M ~Il
$$"dV N5Ihd 6D_.3OCIS ME'YO M,_.Ll$kD "lk$ $W_ 41_ Mhlglh[--
BCLT5_ lhMTEtADJMTERR SUPI_L917_CCLSElSmlC__1WJB.OlW__.SuMMES mill _cehawm ASTM A-30 7 wDatLL_Ds9tAy ALIntmacIUREd_ ; '
lON.NI(-I_ Chb MM - f))kJONCL\ G O/Mh7 Y [r_TO O'T. 9 A P E_
- 23. PROJE'CT ENGINEERING DISPO51 TION ij
- l 2G. OC ACCEPTANCE OC ENGINEER DATE AU TliORIZED INSPECTO DATE" W
/
I, _ _ _ _ _ _ _ _ _ _ - - - - - _ _ - - - - - - - - - - - - - - - - - -
?' -
tss a io. ri .'
NONCONFORM E REPORT (CONT'D) 20PAGE 2 c, f '..a[n u3 93.3
. 81 ock _] 6_ Con '.t.t _. .. . . ... . . . .. _. .. . .. . _ _ . . .. ; ._. .. ._.._..;...____ . . . . _ . . _ . . . . _ _ . .._......1__.._
.___. consequently no__ traceability to the ASTM A307 Specification or Powerstruts letter of certification exists.
AlI, Hold tags applied. __
Q List number 3.005.
Mcld pending Engineering disposition.
9 ble
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.f - T, NONCONFORMANCE REPORT
~
- 1. Project Name
. Job No. 19. 20.
Midland 7220 No. 936 p.,e 1,_o,1
- 2. Unit (s) 3. Drawing /Part No. Rev 4. Item Description 5. Item Location 1.2, & Common N/A- N/A
,,, 9. bree M. h _ _ _ a / Supplier t 2C-M-10hA-AC Rev. 8 Ht. Code FM99"/ n N/A REv n o.
- 11. Inspection Criterie [ s 2. ASME AUTHORf ZED Supplier ITT Grinnell / Texas Bolt i IR NO. 93. SMETCH ATTACHED 14. Discovered During 15. Equip Furnished By Oowa E s*Ec DoTwER a o. 7220-M-201 Rev. 7 ' " ' * "
g 'y"E .
"O"ao" Ons Guo DaEc:a DconsT O TEsr OcuEaT QEno Or'o
- 16. Nonconforming Condition: i.
,, , 24. Disposition concurrence
"'* "" "'"^'"
roda FM99 indicates 17 of these bolts have injurious defects (cracks on the head of " '2
N
_ th7 bolts extending along the shank). "Q" number is indeterminate until installation. IM // JU
'/[IZ/'7
^
J 3 Hold Tags applied. '
Nota: ROJECT 1 bolt of this heat code has been thrown away. This accounts for all 312 DATE
. dANNE ef /3-77 bolts received with this heat code. "'
' M 7 /#"'"#f. M-27, ;{
A UT'e'IO RI Z E tilN[PE cT O R DATE
- 17. ed B Date 18. Vali By Date 25. Disposition Results }.
/ '
A4r F-7-77 s sAsA w 9-7-77
'M1 Routing g rsELD ENGINEERING d Ed CIHERS (SPEC Y I
- 22. Field Engineering Disposition Or,Eco EncinEERina REco==EnoEo was. Tion To rRo,Ec7 EnoinEERino hwer Ibramms Sumvien is Te namntu m i erxlmnoc:, d pmaa ds 7eso- i J2ptTK uYTH R&NT c'O)DC- TM99 -TG 'TR1L M1PDLiliQ _
~ SM4 . !
t$dLlueAE 9s2-77 /2/A'$ 1 'h t w k ' '
Ak, f ) fg 0)~l2 ')] -
- 23. Pr2 ject Engineering Disposition *
'6 f
L
.i' 2G. oC Acceptance
- QC ENGINEER DAT AUTHO RIZED INSPECTOR DAY I' v .
y Ws WQ p **"
civs );
'QA NONCONFORMANCE REPORT g g, o 13 n l
- 1. PROJECT NAME JOB NO. 10 20.
llidland 7220 Nd. 9.E PAGE1 _ OEM 4
- 2. UNIT (S) 3. DRAWING /PART NO. REV 4. ITEM DESCRIPTION 5. ITEM LOCATION Aux. Bld :. !{/A N/A Concrete Air Content
- 7. SERI AL NO.
Pour #A(702.25)b' G. P.O. OR SPEC NO. 9. SOURCE
- 8. REPLACEMENT PART 10. CONTRACTOR / SUPPLIER C-230, R.10 N/A P/Ngg REVgg SER NO. W/A Subcontractor Champ _lan _.Inc.
~
- 11. INSPECTION CRITERIA IRNO C-1.30-255 I
- 12. ASME AUTHORIZED 10 l 13. SKETCH ATTACHED 14. Discovered During 15. Equip Furnished By (iDWG (M SPEC ()OTHER NOMO r-R.-10 '7SP REU'D l ()YES (M NO ( ) Rec'g bc)Const ( ) Test ( ) Client ( lEng (x)FLD
- 16. NONCONFORMING CONDITION:
Specification 7220-C-230, Rev. 10, Para 9.1.5 states in 24. DISPGsnlON CONCURRENCE part.... " Total air content exterior concrete, as weasured at the point of '* * ""*' "'# """"
placement, shall not be less than 3% nor more than 6% of c,ncrete by volume." .
PHOJ CCT FIC LD CNG6N EliR DATE Contrary to th_c above, for the concrete placement of the Auxiliary Building Wall PH OJ CCT t~ NGIN CCR DATC
- 2 Elev. 702', the air entrainment at point of placement for Ticket #20259 was 9.0%. The percent of air entrainment for Ticket #20260 was 7.3% with a backup "" ' " " " " "'""""" ~
AUTilOH12 C O INbrCClose OATE of 7.0%. A total of 13 cubic yards was,placed with_high air content. "Q" List -
17 FPORT!*' BY '
- 23. _ isP ssT: N HCsms DATE 1 18. VALIDATED DY DATE l
$ ~~ 0
- l Y
(
- 21. ROUTING: PQ TO FIELD ENGINEERING ( ) TO OTF(RS (SPECIFY) 22.-( ) Field Enginecting Disposition ( ) Field Engincering Recommended Disposition to Project Engineering nispositinn requcctccL by : 9-23 4-7 '
"Use 39 Tr" cencrcto-planna nn trk-#50 -ticket 7 4/GO2-59-was-.-found to-havo-an-EAL nir centant- of 94 vith-e-back-up-Of-8djk--Jmmed-iato-correction-action was taken and the next trk. was tested vieldinrt a 7.V4 E.O.L. air content with a back up Of 7 0%. Placing concrete was halted and 3 c.y. Of concrete was Mjectba'.-- Uponacmpletion-of-a-satisfeetory-truck-diseharge-air-content-test of 6.2% On the next trk, thcing resumed. These test.results represent more
~
than 13 cy Of concrete'. um(A-@ 9A /,,,
- d. '
The f'ollouing nrn thn 7 any tent vnnultn fnv thn TL9 nnnnvoi n ne thin p1nnn ment.
? Project Engineering Disposition - Block 23 - See Page 2 ' 2G. OC ACCEPTANCE .
QC ENGINEER DATE 5 AUTH ORIZ ED INSPECTO ,DATE -
B. .
(r* O
') \CCB w-
- i. '. LOCK #16 CONTINUED: _ OF .b $
NONCONFORMANCE REPORT (CONT'D) 2oPACE UNCrt NO ,.
.(1,205. 1 IIold Tag _. Applied. IIold for Engin cring Disp 3sition.
.. continuation.of_.Dlk.22:..___ . _.
. . . ~ . - . . . .
_.._. S tch Plant _,Cyl. ,, Avg,gt,mngt_h(poi)__ Field Cyl. Ave. Strength (p 2378 2935 2379F 3355
, 2381 2".35. -- --
2383 9750 -- - - --
D ,*.<.Ja 8. J.-
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NCR 937 Page 3 of 4 "'*r *" - m' *~ b
- Ins'pcc ion R.ecord No _C - /. 2 0 .D 5 5 /!D9 '
2 . . . Da. te
- 3. . . P.a5.e / of
. CO. .N...CRET..E PLACEMENT
-- a LDENTLE'LCATION
. . . n.. - . , . _ . . . _
F1 ' . .
. ant Identific'5.ttori~ Tf Q ETs
,, Thin Sectiori M Thi.ck c: ,Ma's s$ '"O Cincic.te'Clas s T 4,. 'MLx No. D-3 't. rairats.a Atr coni. : Lt.=ts J hfh, .
Stun-p, w orking Lirait - .~2 ' #'
( o 9,~Inadvertancy Margin.
j' c.ur :. Practs: r.mp.rmr. Ltmt:, B .5 />? B X. - -
u.'"$'c "d"* * * ^ ""'*t * . Hog Cold g-
, 13
- 14 Cum. 15 Sampitas 1(i Stump I 17 f.A t r ** - 19 Amb. 'O Nalt 1Ce ..
Truck Ttmo Yardag. Point asT3g
-3 No. Inc. AST11 T.mp
. C.143 74 C.Z31 74 C-133 74 T.st No. Arar.
- 0333 No 9: 38 gr V - '
o.a a 2, to 9:39 8 W o z. 8 %fa "/v. a Y?6 '70 a39H: 5 633o 26 9 : </o D c .Y. .raom k <, n ~ y (~613. 3Sh' '
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- bDs / SG 13.-99 t' / Do l l l 2 a as <Aco 19
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~ '}
-l Time 7 Stu.:.p 8 f, Air 9 Conc. ,10 Amb. 11 U8it 12 Comp.Cyts.
, y. Yard *5* Pats: ASTM Temp. Temp- W.4e ASIM ASTM C-31 49
- . Ent. ASTM C 143 74 C 231 74 ' C-138 74 Tesi No. A mt.
O / dol io 366/ So IS:ps Ih6 %. 3 s.u. s.s esr nra rA>
1o36? 3o /6.on /e4 5 09 6Y) S6 16'OS / 9 "> _
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NONCONFORMANCE REPORT
- r o 4 . 4 . 9' G ~D
- 1. PROJECT NAME JOD NO. 9 Midland 7220
- 2. UNIT (S) 3. DRAWING /PART NO. REV 4. ITEM DESCRIPTION 5. ITEM LOCATION Cont. #2 N/A N/A Concrete Air Content Pour #CC(630)b' G. P.O. OR SPEC NO. 7. SERIAL NO. 8. REPLACEMENT PART '. SOURCE 9
.'. 10. CONTRACTOR / SUPPLIER C-230, R. 10 N/A P/N _U/A REv-N/A-.SER NO. .-N/A-_. Subcontracto c Champion, Inc.
- 11. INSPECTION CRITERIA IR NO. C-1.30-188 12. ASME AUTHORIZED
- 13. SKETCH ATTACHED 14. Discovered Durino 15. Equip Furnished Dy
()DWG (x) SPEC ( ) OTHER NO _C ,230,-R, 10 yS[gggRp00D ( l YES (A1 N O ( 1 Roc's kiConst ( ITest ( IClient ( lEno td FLD 1G. NONCONFORMING CONDITION:
Specification 7220-C-230, Rev. 10, Para 9.1.5 states in 20 DISPOSITION CONCURRENCE rework r ep"ur ~ u~
part.... ,' Total air content for interior concrete, as measured at the point of r'elec t so as 65 placement shall not be Icss than 2% nor more than 6% of concrete by volume."
PHOJECT t ICLU CNGINEEft DATL
_ Contrary to the above, for Containment #2 Primarg Shield Vall Elev. 630' placement,
, _ _ _l'H OJ ECT ENGINLLM OATC
_t,he air entrainment at point of placement for Ticket #20287 the percent was 7.1% -
4*f tOJ CON ETit QC EN GIN L hat DATC with a backup of 6.3%. The percent of air entrainment for Ticket #20289 was 7.4%.
The percent of air entrainment for Ticket #20327 was 1.6% with a backup of 1.4%.
- 17. REPORTED BY DATE I 18. ALIDATED BY DATE * * * "" ' ' " ""'"'"
\
l Y'Y
_21. ROUTING: 04 TO FIELD ENGINEERIN 3 ( ) TO OTH RS (SPECIFY)
- 22. (,) Fictd Engineering Disposition ( ) Field EnD nacting i Recommended Disposition to Project Engineering i
. "Use as is" Disposition requested by 5-77 .
HIGH AIR CONTENT: Concrete on trk 30, ticket #20287 was placed based On 4 trk r dischg. iiir content of 7 2% which is satisfactory due to standant air losses in +hn 14nn Trencynr, upnn anto minntinn nf R.O L. tect venultn n hirrh nir enntnnt nr 7.1{. uith n hnnicup of 6 3% uns discovered. A subseauent cut in L nir ndmix.-van-made-and-the-next truck vas tested resulting in a 7.4% E.O.L.
--air content. A further redaction in air content was mado resulting in a
' ' I' nntinfactorv 6.01, E.O.L. nir content. These test results revresent 16 cv.
. HrnunW Ma.. ,%z ?h2h)
./ .- nf annereteVo"+ af-npprnv- 2M ny
- I M AIR CONTENT: Concrete on trk 56, ticket # 20327 vas found tO have an E.O.L. 2G. OC ACCEPTANCE
, i- OC ENGINEER DATE
', niv anntnnt nf 1.Id uith n hnnicun nf 1 hT,. 'Phn nnyt 4 runic vnn tnntnd vntmit.
AUTHORIZED INSPECTO- DATE
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g-4*D, p- f^) .
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1 :
NONCONFORMANCE REPORT
- 1. Project Name Job No. 19 20.
Mial anr1 "** % "* L *'
- 2. Unit (s) 3. Drawing)0GODGK 7^20 Ree 4. siem Description s. stem to***a Common Grid D13 725tO-M167 1/g' PoaCYX111c_Ln3 claim _Arca.
- 6. P.06 7. Serial No. 8. Replacement Pa't r
%g. Sourcenhrtnatna Pipina 10. Msupplier 7220-M101A 4 Rev 8 N/A r/N W A "Ev N o- '
- 11. Inspection Criteria '
,R No,R-1.OO-1356 & l564i z. As=E AuTNOa82EO Sunnlier TTI' GrinneE Kernersv411e. fr.c.
- n. sxCTCH ATTACHED 14. Discovered During
'" 15. Equip Furnished By Dowa UsrEC DOTaER NO. M-201 nov 7 5 m 'y"E,"*"O"N O Om &
- 16. Nonconforming Condition: GREC:o DCONsT O TEST OCENTEENa Or'O
- 24. Disposition Concurrence R_EWORK REJECT REPAIR USE AS IS Seller shall maintain records on all materials _. fabrication. welding repairs and non- Ocx .
d*structive examination for all piping specified herein. All such records. certificates IIca) ? .2/77 J FIELD ENGINEER ATE '
test data and reportn nhall be nynil nble to the T1uyer for vnvinw. _ _ _ Al l annumpntntinn JE INE DATE reonir?d herein shall be furninhed upon or before_the arrival of the piping at thn joh-RO RO E hMEER 90M The documentation nhn11 be snecifienlly identified nn to thn chimnnt it vnnvo.
nite. DATE AU t/O RI Z E D B N sdE CT'O R DATE
-/#-77' '
con't Pc. 2 '
17 R Date 18 y
/A. dported
/ft. Routing d.. ByllbCZ %2-J7 Y; ValidateA
~
Date 94-77
- 25. Disposition Results ,
/ g TglELD ENGINEERING Q TO OFNERs (SP IFY I
- 22. Field Engineering Disposition OFIELD ENGINEERING RECOMMENDED WO51 TION TO PROJECT ENGINEERING AT1!iR1AL bL1PER\/LSf3TL TO OT&TAdO C'e>RREEI' D(ThM11LITNTlek3.
b bl fa 9~ /)~ ~Il
/), $ $, $$ 9 2 )
- 23. Project Engineering Disposition *
- 26. OC Acceptance QC ENGINEER
, AUTHORIZED INSPECTOR
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.i NONCONFORMANCE REPORT i IcPROJECT NAME JOB NO. 19. 20.
Hidland 7220 NO.9 I PAGE1 _OF 2
- 2. UNIT (S) 3. DRAWING /PART NO. REV 4. ITEM DE!CRIPTION 5. ITEM LOCATION Common -
7220-C-205 8 Waterstop Aux. Bldg. Elev. 628' - 69
- 6. P,0. OR SPEC NO. 7. SERIAL NO.
- 8. REPLACEMENT PART '9. SOURCE 10. CONTRACTOR / SUPPLIER _ .
N/A N/A P/N_.gfA REV_y-fp SER NO. --N/A- Construction g/A
- 11. INSPECTION CRITERIA IR NOC-1.20-321 12. ASME AUTHORIZED INSP ION E Q'D 13. SKETCH ATTACHED 14. Discovered During 15. Equip Furnished By 0() DWG ( ) SPEC ( ) OTHER NO IX) YES ()NO ( ) Rec'g 00Const ( ) Test ( ) Client m)Eng ( IFLD
- 16. NONCONFORMING CONDITION:
The waterstop located between Containment Bldg. No. 1 24. olSPOSITION CONCURRENCE and the north end of w. wall of Penetration Room, located 24' West of "3.6", is "* '( "f , N "*
presently installed in the Containmen'i Bldg. so i.nat it will not embed properly IjYcM Ff f 2./y y into the Auxiliary Building wall from Elev. 628'-6" to 634'-6".
Sketch for Location of Waterstop. "Q" List #1.106. One lloid Tag Applied. I!old See Attached
(( 'phggf wf ~ [" I" "'/4 for Engineering Disposition. " " "
AUTt ** 2 E D I NO9f.CTO R DATE
~ 17. R PORT D BY DATE N ALIDATED BY DATE as. ise sinc .
- m s.T s,
& 9/ehr $18n @ A dr 6 -~
- 21. R@ TING: 1) TO FIELD ENGINEERING ( ) TO OTHERS (SPECIFY) ) ' '
' ' /
- 22. ( ) Field Engineering Disposition ()1 Field Engineering Recommended Disposition to Project Engineering Flare the wall as shnwn in the attached Sketch, from Elevation 628'-6" to 641'-7".
REFERENCE:
NCR #824 M<pTA I- S/8/77 -
U /2 ./ ' ' 9 A /.,.,
v v ,
Disposition required by 9/16/77.
- 23. PROJECT ENGINEERING DISPOSITION .
Project Engineering has reviewed the as-built condition reported in Block 16.
The Project Engineering disposition is as follows: I
- 1. Flare the wall 6 inches minimum and 9 inches maximum. '
- 7. Add 1#5 as shown on page 2 of 2 with a standard hook in the E1. 642'-7" slab '
, and a hook with embedment length into the wall at El. 628'-8" t./MA 9 9-77 2s. OC ACCEPTANCE g ,p , y OC ENGINEER DATE
', {}& ppm AurH RIZED INSPEC DATE f._fi))
u,. \} y.,)
~[
CALCULATION 5HEET j r ,-[i i~ -'
DATJ f!&!77.G, .
ccci N cY - - @WM DATE CHECKED GY SH*ET NO.
0;ECT b O bN D JOB NO. 220 CU2J3CT ~ NC.E 9 -
P4. '2. os 2. CALCULATION NO. FILE NO.
( -
Y f ADO'l 1 *6
.gy. - WITN 6TD. ll0045 EXTE/JDIAK-
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'l NONCONFORMANCE REPORT 1
1 1. Project Name Job No. 19. g 20.
Midland '(220
- 2. Unit (s) 3. MPart No. Rev 4. Item Description 5. Item Loc.M grig g Tndotorminntn Ron1 Mn_ 7A676 '
N/A 400 V ('nntnn1 nnh1 n Posevville Tavdotm Area
- 6. P.O.]D0000000 7. Serial No. ' 8. Replacement Part ,,, 9. Source 10. M/ Supplier
'7PPO-L96 Ad Rnv1 Man Til nnk lg PfN N/A REV "- Supplier The Rockbestoa_Cgany. Hmr HAYen,_ Conn.
- 11. Inspection Criteria iR NO. R-1.OO-lopp s a. ASME AuTNORrZEo s s. surTCN ATT ACNED 14. Discovered During 15. Equip Furnished By
'" D" @
CowG EsPEC DoTNER No. E-96 Rnv 3 O 'v"Es'*" YN O OREC:G OCONsT O Test DCLiENT EENG Or'o
- 16. Nonconforming Condition: , 24 Dissrosition Concurrence REWORM R E_J E,C T REPABR USE At IS pennavatinn env nhinmant nhn11 hn nunh an tn protant the enh1n ngninnt aunt; anmnnnng; X .
nr injuvv thnt might he annnunternd in tynnnnnrtntinn and hnnaling. 'Phn l nggi ng .
,D TE N
R ;T FIELD ENGINEER enclosing each reel shn11 be equal _in str.ennth to 2 inch (nominaldhich_. fir or velb P OJEC DATE GINE R pinn inmhnv." Contrnvy to thn nhove. onh1n von 1 M7A6'76 T-05060_B-00009; Thnm lh - . 9-N-77 PROJECT CONST Q N GIN EE R D AT'C ' '
9/ennanntor /h_O. 5050' lenrrth wan found anmnrend nn hnnvd tvnok. Ann Attanhmon+ "A" AUTN O RI Z E D INDE CTOR DATE "O" numbne i n 't.OO7_~
nnla nonainre fi nal dinnnnitinn.
O nt wora tayrs) anp11ea.
~ Reported By Date 18 Validateif Dy Date 25. Disposition Results 17.O L WG .
W W8l77 f f-FA7
- 21. Routing $ To r87).D EN GINEERIN G Q TO OTNERS (SPECl
- 22. % Field Engineering Disposition O FIELO ENGINEERING R ECOMM EN DED DISPOSITION TO PROJECT ENGIN EERING hWVF T)ti&MM 90Rmc0 % CAW-9 , APPRM M.. AW) V. EI,. tx-lan M. Md_ . .- ..
RBmalLT)MA . TAC, DAMAGE-D PGR"TIOM ."'TF) WP llRcm F-BR*TEhiPC)R&W3 -
MOLY". 9L cR M ROLD ARE A %Rhd cmw7x em visual MPBfTltB ArOD R%ULICTHM) R6<d6TAh ,G. ECU kTY"CO D4NY r
- co m ucun cm mes.ns_i8m3 @- ** 9-/a / 7
- 23. Proj,ct Enginscring Disposition
- 26. OC Acceptance
^ ^
QC ENGINEER D
- - AUTNORIZED INSPECTOR D
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' NONCONFORMANCE REPORT
- 1. Project Name Job No. 19. g to.
Midland 7220 "*- "*
- 2. Unit (s) 3. Drawing /Part No. Rev 4. Item Description 5. Item Location Grid LON Indeterminate N/A N/A Reinforcing Steel Poseyv111e Laydown -
- 8. P.O. olCXUilO'JEiK 7. Serial No. 8. Replacement Part ,g, 9. Source 10. N/ Supplier 7220-C-39AC Rev 1 N/A 'I" .N/A Rev n o. Supplier Inryco Inc., Chicago, Ill. -
- 11. Inspection Criteria ,R .D.R-1.00-1901 i s. ASME AUTHORIZED 13. SMETCH ATTACHED 14. Discovered During 15. Equip Furnished By Dowa SsesC DoTwrR no.C- M p r. M O 'v"c'S**~da'o" Om Do g,,C.oDConsT O Test OCoiEuT Ecao Orto c 208 Rev a 0
- 16. Nonconforming Condition: 24 Disposition Concurrence -
- Ppecification 7220-C-99 Rev. 10. Para. 8.9 states: " Mill test reports REWoRM R EJ E;CT R E P A. R UsE AS .S shal', 'oe snbmitted to_the Buyer at the time the steel is delivered to the fabricating x shwp.. Buyer's apprcyn1 of mill test reports is required prior to shipping fabricated __
_ _ b c,M (f./g.77 material to the jobsite". Specification 7220-C-208 Rev. 10, Para. 8.1 states in part:
PHOJFCT ENG8N R DATE
_" Reinforcing steel shall conform toASTM A 615 Grade 60. The tensile and bend tests bl _
- .9./f-y_7__
rhall be in accordance with ASTM A 615. ...At least one full diameter specimen from l AUTHORIZED 8NSPECToR DATE Con't Page 2
- 17. Reported 87 Date 1 Vatict y Date 25. Disposition Results b 411/7 s e s' f t'-IfN%d S- I- 7 7 Q , f *f* 5Y~/
2i/ wuting
, s To risto eneinesRina oTooTuR.isecirg 22.pn.id Engineesng Disposiiion a .uo o. -Ri~o R C- o o o.*o..T.o~ To Ro-CT e -R.~o Ir-AuT Nhreaurst rm wwo m %ti noTit Annutwunscris N P,E m exm r_ng t rg arm ev M rutom re aant rs AM A7/cuNtu 9-1G-77 '
_N%5+I 9/nJn '
- 23. Proje,ct Engineering Disposition W/ U o t
- 26. OC Acceptance
^ ^
QC CNGINEER D
- - - AUTHORIZED INSPECTOR D k U _
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NONCONFORMANCE REPORT' To A .A . 9- sq a 1
- 1. PROJECT NAME JOB NO.
- 19. 20.
... , Midl.and 7220 NO.944 PAGE .1_OF 2 l
- 2. UNITIS) 3. DRAWING /P*ENi& REV 4. ITEM DESCRIPTION -
5: 5. ITEM LOCATION Aux.
_Comon._._ 0161.dQ) 1 H-1 and H-2 W heds
- 8. REPLACEMENT PART
'9. SOURCE gg y/g P/N._n/a REV n/.a.SER NO. n/a._ g
- 10. CONTRACTOR / SUPPLIER
- 11. INSPECTION CRITERIA 12. ASME AUTHORIZED
- .[ IR NO.0_. Oh.r280){
13, SKETCH ATTACHED 14. Discovered During
()DWG {} SPEC ( ) OTHER NO li Rev 12 INS,P I R E O'D
()YES Q() NO ,8 13ec's blConst ( ) Tost
- 15. Equip Furnished By
( ) Client ( JEng ht)FLD
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16., NONCONFORMING CONDITION:
I
- ' 24. DISPOSITION CONCURRENCE
_Lgymrk ~ lect te re' pair
.[
_ Nata _#$ nn drawinc 0181 -(-Q)_rav 1 roquiron_tha_vold..end_plata_of_H-1._and H-2 -"so n i;_
7 embada_to_ mao.t_the_ additional _ requirements of speo 7_220-0-233,_sootion 8.h.
, PHOJ ECT 8 8 ELD ENGIN CE H__ DATC_.
'; _(1) _Paraaraph 0elie.1_(F)._aiatea,._"Pr19r_.t9_.191 ding,_1pg6 ultrasonically _examino PHOJCCT ENGtNCC34 OATC the_ plato _in._th_o ar_qa to be volded tr_ ASTM A518. Supplomontal Roouiromont sam ,a
- . 'f PHOJ CON STit QC CN GINECH DATC contrary _tO_tho_abava, three_ (3) H-T nmheda_ xero _innin11cd_vithaut. receiving _
1.y .
ultraDoDic inspcQ_ tion o'f the vdd aron. "' AU TH Q HlZ CD INsPECTo H DATE
- 17. REPORTED DATE 18. VALIDATED BY DATE as. DasPCs T ON insus.Ts
- h. f**
- 9-Y"]'l Q
- 1. ING: TO FIELD INGINEERING ( ) TO (ITHERS (SPE!CIFY)
- a. - ; . [
T-
22.'( ) Field Engineering Disposition f LField Engineering Recommended Disposition to P
\ ,
i ,.
TMPcrtTim3 RF-Cta1 PET) BY 9Weet -2.EnSrr,Jring
\-/
y.. (1) Ultrasonically examine the plates in accordance with ASTM A578, supplementary
- [; *. , , - requirement S8, modified as follows: -
4
. [ f, 'A) Scanning shall be continuous over 100% of the areas defined on.page 2. ~
B) Loss o'f back reflection need not be reconled.
W- C) Reconi the amplitude, size, and location of all indications (cont. Pg.2)
- j;. 23. PROJECT ENGINEERING DISPOSITION .
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. 26. OC ACCEPTANCE
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. ' , .; OC ENGINEER
, DATE 3,. I,. < . . .
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AUTHORIZED INSPEC DATE k.k..I,}; , G T -
__: __ _e_ _ _ - - - - _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - ^ - - - - - - - ' '
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I 5 NONCONFORMANCE REPORT
- 1. Pr; ject Name Tc, A . A . 9 -2>Tf5 Wi5..
Job N:n. 19
- Ridland__
945 p,$e 1- ot y l/3ki7 722.0 __ . ;_ . _ . . _ _
- 3. Drewing/Part No.
2, Unitis) How 4. Item Description 5. Item Location. _ .
Ind.tsrminate N/A N/A A307 Bolts QCHold,Whac)1 G. P.O. DKSN20tgGC 7 Sorial No. 8. Replacemen. < art gg, D. Source 10. I:IIDIKDLUISupplist 7220-F-22463_ novo See Block 16 r/N N/JL aEv N O. Supplier North Central Fasteners
- 11. Inspection Critoria ,R N O. R-1.00-1932 i s. 4SME AuTnOnizc0 i s. 14. Discovered During saETCN 4TTACN=o 15. Equip Furnished 0y OOwG 09 spec DoTNcn NO. ASTM A307 - 71' O 'v"c's "G"N O O v== ENO @ HEC *G CCONST OTEsT OCucNT OENG Er'O
- 16. Nonconforming Condition: 24. Disposition Concurrence P.O. 7220-F-22I63 t Rev. O. Note 1 states: "All material shall conform to
" " "' ~ ~ "
th7 requirements of ASTM Specifications A325, A490, or A307 as noted," ASTM Specificat-irn A307-74, para. 8.0 states: " Bolt heads shall be marked (by raised or depressed
^**
mark at the_oytion of the manufacturer) to identify the manufacturer. The manufacturer " " ' " ' " ' ' " " ' " " "
may use additional marking for his own use." Contrary to the above, 50 ca. 3" x 3/4" % "" """ ^"
A307 bolts and 300 ca. 2 3/4" x 3/4" # bolts A307 were not marked with the "" ' ' * ' * " " " " " ' ' " " ' " " " ""' -
^"*" ""'""""*' " ^"
Continued Page 2
- 10. alid Dato 25. Disposition Hewits '
17.W1 ported By0.thenmau DateWNm W V E /at d D6%6 L 9-M-77
- 21. Rruting ,
@ TO FIE N GI N EE RIN G' C 70 OTHCRS (SPECIFYl I
- 22. OField Engineering Disposition %FgbD ENGINEERING RECOMMENDED DISPOSTTION TO PpOJcCT ENGINEERING l_M9esmen RE.Gl_uRPzn Rv \n-+ ~17 4515 MNG b'3TRIl % FEET-4 tmOk3 k 3CI'l ME;5 MOT 1OC_LunF A. L t s'i' G M D M )1 @ TANr31@l59 3 RB_RQ* %MPFMRS MLE FMPA ROY SCORCF ,
mntmsR makmc. tan en nw Avv_ er- hecwTARtrt atmLfTV IF THE.Y QW_ST
'IhE GEhMCAL ARD B\WMC AL REmt nRF_mrir5TS OF kNTO A 387. kVTAC@B -
N MClMASIM M bkMbOED ["C.G O T . M h GrF '
- 23. Pr: Ject Engineering Disposition 2G. QC Acceptars:e QC ENGINCER DATE AUTHORIZED INSPECTOR Q.' y. .
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( Attachment 2 ,
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- O.. -
. STATEMENT OF CONFORMANCE ,
We hereby certify that all materials and work supplied under P. O. 7220-F- 22463 Q conforts to the requirements of the .
Purchase order. ,
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Signed C. H. Athans Title Sales Representative Date _ August 17, 1977 cc pany NORTH CENTRAL FASTENERS , -d y
P DJ G-T1
. gt FORM FPG 9-1 .. .'l p
-P l OT
.. .~- - .
~ ' ~
Rev. 1 '
. C)$3.}fE.S*UUbI5,* Attachment 3 - f( . '?y - v - CERTIFICATE OF COMPLIANCE , 9 We hereby certify that the material supplied under P.O. 7220-F-
-22463 Q conforms to the Technical requirements of:
ASTM A325 ' ASTM A490 ASTM A307 t r .;
}..
V l 0,.m \ signed C. H. Athans Title Sa'les Representative nate August 17, 1977 D
.y I Company NORTH CENTRAL FASTENERS h
+,
o :
- NOTE: Vendor shall indicate the prescribed technical requirements to tihich the purchase order has been ordered, i.e., ASTM, @
-ASME, etc. ,
7 (j' N(j't . P
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' Lil - *
, FORM FPG 9-2
-- - - ~- * - -
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~^lNTHCENTHAl.FAIiEFEES P.O. BOX 1242
'.i .*;
N.5HORE DR. AT HICMAN PARK RD. g2
) , BENTON HARBOR. MICHIGAN 49022 /
j rg. ==2 Phone Number
~
~W ht
,gnd (616) 926 -1185
~
,e Augus t 10, 1977 < '
l Bechtel Power Corporation P.O. Box 2167 Midland, MI 48640 ATTENTION: JACK JONES Dear Mr. Jones; We hereby certify that the material purchased on your Purchase Order Number 7220F22463Q and written on our Invoice Number 33964 meets and-conforms to the ASTM A325, ASTM A490, and ASTM A307 requirements as referenced on your purchase order. .
.. Sincerely, .
~)
. V ' ' "
C. H. Athans Sales Representative CHA/ks
, SIGNED BEFORE M THIS 10th DAY OF U
AUGUST, 1977 d - ,, d _- 44
.w!!.T'." hit. , , , %
tf?)*c]ll$?l;..Jb~N,i,JG m O 0
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NONCONFORMANCE REPORT
- 1. PROJECT NAME JOB NO. 19. 20.
M1Aland 7220 NO. Nb PAGE -.10F3
- 2. UNIT (S) 3. DRAWING /PART NO. REV 4. ITEM DESCRIPTION 5. ITEM LOCATIDN Aux. Bldg 7220-E536(Q) 15 3" P70 Conduit IEC012 Slab at 599'-0"
- 6. P.O. OR SPEC NO. 7. SERI AL NO. 8. R UR {r.E EMENTggT SER NO. N/A
- 9. gna y ACTOR / SUPPLIER N/A N/A P/N REV 10. CONT [A
- 11. INSPECTION CRITERIA IR NO -- . N/A 12. ASME AUTHORIZED 13. SKETCH ATTACHED 14. Discovered During 15. Equip Furnished By (yDWG ( ) SPEC ( ) OTHER NO P.636 Rev 1$ INSP i H E Q'D l)YES (x)NO ( IRec's (X)Const ( ITest ( IClient ( IEng (31FLD
~
- 16. NONCONFORMING CONDITION: 24. DiSeoSiriON CONCURRENCE ondM E012 has been danged by drilling the concrete slab in the Aux. Bldg., elv. 5998-0", approximately 28-9" west of 6.6 rewo'k "i"'
ryI' use es is and 6'-0" south of the R. B. centerline. M ""*""" p f7, ^' y' Q list #3.006 M'"" Drilling permit #765 2 .~ cc o Tc
-r ucca 9. .L9-7(7 oar -
enos co sTn oc c 1 QC hold tag applied
^ursonizco inseccro n omic Hold for engineering disposition,
- 17. REPORTED BY DATE 1 VALIDATED BY DATE [,s[ sy NgcgTs ,g ,
& WW YSb~ 9 h$=// h }&dP/ A Pit d t*EC
~~
- 21. ROUTING: (X) TO FIELD ENGINEERING ( ) TO OTHERS (SPECIFY) 22.
{ # Field Engineering Disposition ( ) Field Engineering Recommended Disposition to Project Engineering y . , , , REPAm in AcenunA m s inrm 722n-E-47 cm 1lh R av. 2 9 -ar- 9 7 PAR *IENPO 2.3 .
- T)L '9W d- -
t Ii's a h , *Wo 9Act hn i i /
% /pr y./F- //
- 23. PROJECT CNGINEERING DISPOSITION .
I
- 26. OC ACCEPTANCE OC ENGINEER DATE
- 7. , '
.s %' v-
-- y. - - - -
g_ . , t* . t NONCONFORMANCE REPORT
- 1. Project Name Job No. 19. 20.
Midland 7220 .
- 2. Unit [s) 3. Drawing / Bet?5DC R e, 4. 5.
It- . Gescription Item t.ocationGrid L2H,L3U _ Units 1 & 2 See B1'cek 16 U/A Structural Steel Beams Poseyvnle Laydown ;
- 8. P/3. 99C3pB06kDC 7. Serial No. 8. Replacement Part ,,, 9. Source 10. EDDUGDir/ Supplier ;
7220-C-38 Rev. 9 See Block 16 Pfu N/A REv n o. Supplier Ingalls Steel of Pennsylvaniu '
- 11. Inspection criteria ,R no,_R-1.OO-1873 i s. asuE auTwoRiZEo . 3. sKETCw TT,CuEo 34. Discovered During is. Equi, purnisneo ey Oowa EsrEC DorwER ao.0-9 hv- 0 O 'v"E s'*" Ya'o" @" } DEC:c OCoasT O TEST OcciEa7 BEac Or'o
- 16. Nonconforming Condition: ,, 24. Disposition Concurrence RFWORK R E J E CT R E P AS R USE AS IS (in accordance with Appendix A) establish and maintain a system for the control of x quality during fabrication and shipping which shall assure that all materials and work- CI),da y-j 7,h0/ 7i 8 PR%dCCT FIELD ENGINEER DATC E manship furnished hereunder for Category I structures conform to these specifications."
Contrary to the above, structural steel beams Mk 404-B6 E and 801-BhE vere received at
;4N _
.[.2.1-7 7 the Mobsite damaned as indicated on attachment "A". Drawinn numbers are as listear b"" "
AUTHORIZED INSPECTOR oATE Con't Page 2 '
- 17. R rted By Date 18. Validated By Date 25. Disposition Results
~~N=T 5 )V. Am && Y'??
- 21. Routing E TO FIELD ENGINEERING O TO OTHERS (SPECIFv
- 22. % Field Erigineering Disposition Oric'o eaciacraraa a=Co===aoso o'sro$iT'oa To Pao'Ec ~ <ac'a==a'ao kr-PA1R PEzAhm M ARKFn 404-E b8 A-tm Pshi-EdE i kT Artr- A ut m t m mtTw. spocm.te xvtet3 72?n -c -3M Rav. ?_ PAnsc,pAm. \ 1. t I
~~-$ ~ , $' ~
9 4 . />4 A -
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- 23. Project Engineering Disposition *
) fl " '
t
- 26. QC Acceptance QC ENGINEER DAT
_ AUTHO RIZE D INSPECTOR b (- 'v _e '
-- --. ~ - .
9 h , t NONCONFORMANCE REPORT
- 1. Project Name Job No. 19. 20.
Mund no. 947 p,ge _1 orl l W2O
- 2. Unit (s) 3. Drawing /BetyMSC Rev 4. Item Descriptiori S. Item t.ocaticaGrid L2N,L31:
Units 1 & 2 See Bfock 16 N/A Structural Steel Desms Poseyville Laydown
- 6. P/f. OgC3pe o Ngg 7. Serial Na, 8. Replacement Part ,,, 9. Source 10. EDefDDGr/ Supplier 7220-c-38 Rev. 9 See Blo* 16 Pin N/A REv n o. Supplier Ingalls Steel of Pennsylvania -
- 11. Inspection Criteria iR no R-1.OO-1873 s a. AmE AuTwoRizEo i s. sxETCH ATTACHEo 14. Discovered During 15. Equip Furrushed 0y Dowo E SPEC OoTHEa no.C-9 Rav- 0 O 'v"E s'*"Yn'o" *" } DEC:c OCoasT O TEsv OCciEaT BEac Or'o
- 16. Nonconform;ng Condition: n 24. Disposition Concurrence REWORK R E J E CT REPAE R USE AS SS (in accordance with Appendix A) establish and maintain a system for the control of x quality during fabrication and shipping which shall assure that all materials and work- Q jf M (/j/p.o oATf ~ /
/n PRMCT F8 ELD ENGINEER man" hip furnished hereunder for Category I structures conform to these specifications."
Contrary to the above, structural steel beams 1k 4G'4-B6 e d 801-B4 were received at hY b" " [.2."" l-7 7 the jobsite damaaed as' indicated on attachment "A". Drawinn nu:.5ers are as listedr AUTHORIZED INSPECTOR oATE ~ Con't Page 2 '
- 17. R rted By , Date 18. Validated By Date 25. Disposition Results
*N-T U h
- 9~/ Y-??
- 21. Routing g To r: ELD EN GINEERIN G Q TO OTHERS (SPECIFY
- 22. Field Engineering Disposition Or'E'o EaciNEEa'ac aEco==EaoCo ossPosirion To PaceECT EncinEEaiac Reputa naanns muuton Ana-atesE gym psm_g4E 118 A-rc ?m nAkr'm ,
uMTM- %9GnE.te' /WTimkh 7Z'2 h -(*-3M Rh E PARPer PAP 4. i1. l
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- 23. Project Engineering Disposition I.
- 26. QC Acceptance
_ _ QC ENGINEER OAT A UTH O RIZE D 1 *05PECTO R b
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- _947 3
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i NONCONFORMANCE REPORT g Ag q - d.
- 1. PROJECT NAME JOLI NO. .
- 19. 20.
Mid_ land 7220 NO. 9_. N _ PAGE l _.Or2-l 2. UNIT (S) 3. DRAWING /PART NO. REV 4. ITEM DESCRIPTION 5. ITEM LOCATION
#2 C-624 Reinforcing Steel Reactor BTdg.
G. P.O. OR SPEC NO. 7. SERI AL NO.
- 8. REPLACEMENT PART 9. SOURCE 10. CONTRACTOR / SUPPLIER N/A fl/A P/Njj/,A REV,*1/A- SER NO.tl/A ImMgh WA
- 11. INSPECTION CRITERIA IR NO~C- / 60-6/ 12. ASME AUTHORIZED ION l'EQ'D 13. SKETCH ATTACHED 14. Discovered During 15. Equip Furnished Dy
()DWG K) SPEC ()OTHER NO M0f~ RAV 2 IIdS,P g (y) YES ()NO ( ) Rec *g ()()Const ( ) Test ( ) Client ( JEngX IFLD 1G. NONCONFORMING CONDITION: . Soec. C-3D6 Rev. Po_Ap.pendix 0, paragraph 2.2 statas: 24. DISPOSITION CONCURRENCE
-reworic riiect repair use as is "At any_anchoc_pla_te__ location _.two hars may_bf _C.ttt_fach_jtay___ itch fa_ce. In this.
case the minimum radial distance to the next cut on the same face in the same
"" ' " ' " '' '""'" " " "^
.___ direction shall be ten (10) fort." Contrary _to this, at hanger plate 12-2 CE- ,
26-116 two (2) tl-S bars were cut and at hanger plate 12-2GCD-26-ll8 one (1) ar was "" ' " ' ' " " ' " " " " ^ " Pa#0J CON G'Til QC LN GINC Cit DATC cut within a 10' radiu_s,_thereby exceeding the allouable number of cut bar. Q number is 1.103 Dne_pCHoldtagapplied. Holf for Engineering Dispositon ^ u " " ' 2 c o ' " *"' c ' o " o^^ 17 EPORTE ? DATE . VALIDATED BY DATE * ' ' S " "'SU'** r$' *$ Y 1 _ _ g' $~h 5
/1. R' OUTING: DQ TO FIELD ENGINEERI- i ( ) TO OTHERS LSP CIFY) '
- 22. ( ) Field Engineering Disposition ng ec in R d e iti o ojee E ine r E Ar5 is 9IAC)_EF b_L%iM.UR110C-> "TO L\1NTE -
A e p j',, cp/np lv _
- 23. PROJECT ENGINEERING DISPOSITION .
2G. OC ACCEPTANCE QC ENGINEER DATE A DATE w v .
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1. s . NONCONFORMANCE REPORT
- 1. Project Name Job No. 19. 20.
Midland No. - Page_.1._ of 2 7220
- 2. Unit (s) 3. Drawingh Rev 4. Item Description 5. Item Location Grid NN36 i
Unit I 7220-0 1413 DCN// 6 5 Miscellaneous Fabricated Metal'-Embed Poseyville Laydown j
- 8. P.S h 7. , Serial No. 8. lacement Part ,,, 9. Source 10. OtRDUCtDt/ Supplier
- Rep N /AREv Wiltse & Co., Saginaw, Michigan 7220-F-17611 Rev2 Detail 1 P/N N O. Supplier -- -
- 11. Inspection Criteria iR NO. R-1. OO-14!49 12. AsMe AuTNORizED s s. sxETCH ATTACNED 14. Discovered During 15. Equip Furnished 3y i
'" Om &
'Dowa EsPEC DoTNEa NO. C-2B mv. m O 'v"Es'** EN O OrttC:o OcONsT O TEST OCoiENT OENG E P'o i
- 16. Nonconforming Condition: 24 Disposition Concurrence !
AWS D1.1-2. Section 3 Workmanship. para. 3.7.2 states: ,, Defective - REWORK R EJ E CT R E P Alft USE AS IS 4 or unnound welds or base metal shall be corrected either by removing and replacing the - X l entirn weld or as follow: [I P _ _ ps ECT F8 ELD ENGINEER f)AT[f/ D
/ f I
3.7.2.1 overlap or excessive convexity: reduce by removal of excess weld
~ PROJECT GINEE DATE metal. g _
pgJ77 Con't Page 2 "PR JECT CONSTR QC NECR DATE AUTHORIZED $NSPEdTOR DATE
- 18. Valid Date 25. Disposition Results 17 sted p Cc< p N, e d Date
'/-M - ? 7 d h .s 5 Majed Byd
- t. 9-/9-77 I
- p. ...t,ng 22.
p ,ycD EN.,NEER.N. Field Engineering Disposition O . .TNER.,,P u,P ,, OFIELD ENGsNEERING RECOMMENDED DISPOSITIOrl TO PROJECT ENGINEERlNG ( _ 7 kE par 1 R IWWePT LG AcceRT%OCR MITM SECTt Ah3 \ l .3 IM S P& r-722n- C.-io4(a) R&v. 7 A 27 - wj n s./c L y - 'ff2]b 1 j' ' ~r i*
- 23. Priject Engineering Disposition 6
._ i 4
- 26. OC Acceptance
^ ^
QC ENGINEER DA
- - AUTHORIZED INSPECTOR D i L* V'
NONCONFORMANCE REPORT (CONTD) ..casahr P es.ac, ao 939 , 3 7 2.2 Excessive concavity of weld or crater, undersize welds, undercutting: clean o and deposit additional teld metal. { 3723 Excessive weld porosit excessive slag inclusions, incomplete fusion: remove defective portion and,.eweld. l 3.7,2.4 Cracks in weld or base metal: ascertain the extent of the crack by use of acid { etching, magnetic particle inspection, or eqimlly positive means; remove the crack and sound metal 2 in beyond each end of the crack, and reweld."
- Contrary to the above, cold leg pipe restraint embed no. 11, mark no. C-413-Q-5 Detail 1, has had an attempt made at repairing what appears to have been a torch cut on the edge of one of f the 2k" x 7A" x 99" clates attached 'to the back of the embed. The area ia located approximate 1v 22" from the face of the embed. The repair area contains the following: ,
f
- 1. Entrapped slag in between the weld beads.
- 2. Arc strikes.
- 3. Notch effect at the edge of the 2h" x 7h" x 33" plate caused by weld crater intersecting the plate edge.
- 4. Generally poor workmanship at the repair attempt.
"Q" number is 1.102. Hold pending final disposition.
O r3e.. Hold Tate (s) applied. r 80090-2 White Copy - Originator C.n.ry Copy - Fe.id Engine.r Pink Copy - POAE Goldenrod Copy - QC
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NONCONFORMANCE REPORT 1
'. Project Name Job No. 19. 20.
Midland 7220 No. Page l o d
- 2. Unit (s) 3. MPart No. Rev 4. Item Description 5.
Item 1.ocation Grid E-1-N
. Indeterminate Load' Sheet /A659 N/A Shop Fabricated Piping Poseyv111e Laydoim
- 6. P.O. %g, 7. Serial No. 8. Replacement Part
,,, 9. Source 10. f}CODLetX/ Supplier 7220-MI.04A-AC o See Block 16 e/N N/A REv N O. __ Supplier ITT Grinnel Industrial Piping - '
- 11. Inspection Criteria R No.R-1.OO-lM1 Rev. li a. AsME AuvwCRszED s s. sMETcH ATTAcHEo 14. Discovered During 15. Equip Furnished Dy Oowa ElsPEC DoTNER N O. f4-201 Rev. 7 c 'y"CS*" "O"N O O v En [3"
- 16. Nonconforming Condition:
(3 rec:a OcONsT O TEsr OcuENT CENs Or'o 24 Disposition Concurrence ng .. - REWORM REPAIR documentation required herein shall be furnished upon or before the arrival of the t h~ . R EJECT USE AS IS pipinn at the .iobsite. The documentation shall be specifien11y identified as to the _ Ieygf // 64 _7] 21/ 7 7 ehipment it represents." Contrary to the above, no documentation has been received "" ' ' ' " ' ' ' " ' " " " PR OJ ECT - DATE f^r pipe spools on load sheet # 4659 (see Attachment "A"). "Q" numbers are 4.16! , (L 4-312, 4.572. Hold pending final disposition. F QlNE DER' pg_4. -77 4 Hold tag (s) applied. Y'r" '((<'87*["['""9/f f/'f [
'AUTHORf ZED INsPCClOR DATE' 1p. Reported BY t f 18. V Date 25. Disposition Results
_ M W 0.l0 1/ Da/a919/77 BN1Walidated BL 9.-ley 77
- 21. Routing
~
S TO FIp ENGINEERING C TO OTHERS (SPECIFY)
- 22. - Field Engineering Disposition OFIELD ENGINEERING RECOMMENDED Dispos 4T80N TO PROJECT ENGlNEERING M ATERi ALs SupaRVimR re osrAtu imetuRsn 'Ocen6murATieL3.
/ u a . --- 72l77 A d. D b 9-2l-Y7
- 23. Project Engineering Disposition *
- 26. QC Acceptance
_ _ QC ENGINEER DA AUTHORIZED INSPECTOR _ _ _ _ _ _ _ U___________ _ _ _ _ _ _ _ - _ - - - - - - - - - - - - - - - - - - - - - - - - ----- --- - - - - - - - - - - - - - - -
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. LOADIA'G SHEET nCa# 950 ,
#cifsfftIJ;,.gnc j tc4 3SSeet tb. 4659 Dafc
- Loaded
? .
. 06-03-77_ .. ,e a .
17 , Date - ' nier * .
! P. O. #72-M-104A-AC Slu.oned nout.inc . t:o. '
c/o Consutaer Po:cr
,. e ., , . .To _
- Dnchtel Pe.ier Corne,rntion Address t :Idlar.d, Mic.his an 3 :.
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Addass r>cstituti ,r. .,-
- - car Numur weigh: '
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,,. C & H #1,39 g 12,165 .
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$ MP-01-36X ./ ' IELB-10-S631-1-2 10,800 l l l -l- l l l
} HP-69-24X Y IHBC-149-5616-11-5 845.1 l 1 l f ll j M?-94,-16X "s/ ' 1HBC-232-S657-2-1 187 l l. -l
'hPyp4-33X"v. 1HBC-219-S657-38-2
- 93 l l l lJ MP-94-39X . f/. - l *1EfBC-219-S657-38-3 150 l l l -l l l' l MP-94-40X .,/ 1HBC-219-S657-38-4 90 i,
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NONCONFORMANCE REPORT '
- 1. PROJECT NAME JOB NO. 19, 20 g4 g 3_g 7 ppg NO.951 _ PAG E .10 F.1.
- 2. UNITIS) 3. DRAWING /PART NO. REV 4. ITEM' DESCRIPTION 5. ITEM LOCATION nIn Jo
- 6. 'P.O.D A SPEC NO.' 7. SERI AL NO.
n32 11 _ Wold nanle ri nnu
~ m v. A17 eon n/ILyo
- 8. REPLACEMENT PA T 9. SOURCE 10. CONTRACTO'1/ SUPPLIER 7220 - WO N/A "#" H/JL. REV ll SER NO. 3/_A g g
- 11. INSPECTION CRITERIA IR NO /A 12. ASME AUTHORIZED
- 13. SKETCH ATTACHED 14. Discovered During 15. Equip Furnished By Q CWG ( ) SPEC ( ) OTHER NO _30. Rev 11 ION REQ'D -
INS,P g ( ) YES C0NO ( )Rtec'g 00Const ( .) Test ( ) Client COEng ( )FLD
- 16. NONCONFORMING CONDITION: ~
Pe Arnving 0338 Env 11. notn $;_12 3/h" O.IL with vn11 24. DISPOSITION CONCURRENCE rework relect repa r use as is thinlenaan -- O. 373 ContrnT v to thn note 3, the finnge vn11 thickness = 0.299. X
%3 A fnv kr. A4apnn4+4nn.
PH_I CT FIEl D ENGINEER ~ l' 22 DATE I
'l 7 ,
1 hn1A +ng npnlina. GIN R DATE o_ m_ m3'nno_~~ ___ n 9-24 -27 PROJ C Q 4 alNEER pATE
*f AlJ T H O HI ED INSPlW TOR
$f)Y]$
DATE
- 17. REP TED BY DATE 18. VALIDATED BY DATE 25. ISP SITION R ESU L.TS 8 f% WN *)}
- 21. ROUTING: (){ TO FIELD ENGINEERING .( ) TO OTHERS (SPECIFY)
- 22. Field Engineering Disposition ( ) Field Engineering Recommended Disposition to Project Engineering ,
Rtancr.MuTenini s sursavimu Te cetarAct veenna v.na .. MPOSITIrad PE SLAM 9_. Ll3LO M n 2'2 'l7 i i
- 23. PROJECT ENGINEERING DISPOSITION .
2G. OC ACCEPTANCE I OC ENGINEER DATE AUTilOHlZED INSPEUTO ~6A TE' p j , _ . . v --- -
3 5
" " "-P'8 3 '
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dh
- 1. PROJECT NAME NONCONFORMANCE REPORT 7c,ji.A q *2'l 'O D
i JOB NO. 19.
~
Hidland'l & 2 20. 7220 NO. %3 PAG E .1 0F.1.
- 2. UNIT (S) 3. DRAWING /PART NO. REV f
. 4. ITEM DESCRIPTION 5. ITEM LOCATION Uniu #2 I 2 C-651
. 7 Structural Steel 626, Betwcon Col. S & 9 G. P.O. On SPEC NO. 7. SERIAL NO. 9. SOURCE
- 8. REPLACEMENT PART 10. CONTRACTOR / SUPPLIER i C-304' - N/A P/N -N~/A- REV._g/g SER NO. _gf.A- Construction N/A ~ ~~
- 11. INSPECT'ON CRITERIA C-2.10-C-651- 32. ASME AUTHOnlZED l
- 13. SKETCH ATTACHED 14. Dimwcred During 15. Equi;r Furnished By !
()DWG (X) SPEC ( ) OTHER IR NO NO ATSC If,JSP I i EQ'D ( ) YES (X) NO ( ) Rec *g (XConst ( ) Test ( )ClientN/lAng ( )FLD 1G. NONCONFORMING CONDITION: f AISC Specification for A325 & A490 Bolting Section 5b & 24. DISPOSlWN COMRRENCE [
- C5 states in'part that .... "Two hardened washers shall be used with all A490 bolts '""'* ' ' '
_. ,i connecting material with less than 40 KSI Yield Point.....To reduce galling and 3 brinnelling. " Contrary to the above, the connection of 126B4 to 125BS has been " * " ' ' "" '"" ^** impacted by the turn of the nut method. 14 - 7/8 A490 Bolts were installed with - - i ene washer under the nut only. "Q" List #1.101. 1 I!old Tag Applied. Iloid for Engineering Disposition. ^"" """ ' " " ' " "" DAT DATE an. osse ssTa N ncsutTs , 17.8' REPORTE " $B <?-N/77 b8. VAllDATED BY&safn 9-22-27
.pl. RdUTING: (M TO FIELD ENGIG6ERING'( ) TO OTHERS (SPESY)
( ;
- 22. ( ) Field Engineering Disposition % Id E i ng R omm n e D s o tion Proje t En n i , ! ,
L%crs m m psewn wn uncan drna osserts wrm mutuinan
@tN_R nF- b3AsnERS,. CeokneTsn nuncAeFS, IGLL PE VicumL1 Y f
IDRPECTEEn TA ASRt1RF_ M8 AALLnM LN 6XCESS BI kSTM M ' httouw3 css, m JL. ,- / /) , i
'-FD"" 9/zel%m?4G.Fr 7/2c/7) .,
- 23. PROJECT ENGINEERING DISPOSITION .
( j ,]
- 26. CC ACCEPTANCE ,
QC ENGINEER .DATE ? AUTHORIZED INSPECTOR i
'9 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _
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** 4;; JNONCONFORMANCE REPORTgf.h [,[Ui%[]( [(a '. f '[.'
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- 8. ., P.C. Y_fg 7. Serial No. gr. 8. Replacement, Part ; ., ,y, ; .y...y 9. Source; M6 1,0.' gnirgt,offSupplier f.y , ; .: "* - o< .a '
hy;I
'$3g M M r/rie WA REv;i : - ' N o. gg(. w% - g
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,c11s inspection Criteria ,' -
eo AsuE AuTNoRizEo
. , ,,, . E*D.FPU LOO-2010 8"* ""
is. snETCH ATTACHEp 14. Discovered During 15. Equip Furnished By - [tQM e
' EowG: OsrEC DoTNER 2 '
ee dy"Es9'.9 FNo 6M ?. ;16.s Nonconforming Condition: N o. i:E"E } 1 , i EREC G OCoNsT O NsT OC'sENT SENG O r'o' .
;24..' Disposition Concurrence ; ,
2; ,. -l indicates fbr Itema A 2 es. 4" fag, 60 Washer'niates . Centrsry to the~ aR,c,we ' 2 ea.? 1 - REWORn R EJ E CT . REPAIR USE AS IS I. 'i' P f1go 60 Wacher plates were received for Itesa J6 . $. e.W. t See attached dred =geTMQ" msnbar G.- 4 '" N@p
},
\
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-4 . . , .
f ' xn is~ L' O35. . rad perding final Meposition;,
- I " Hold tag (s)'applieO ' .~g,
..), PROJECT FIELD ENGINEER - *OATE ip';j
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$ ,8. ,i
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- 3. .. i4 'r , c,* ,~ , p ; PROJECT CONsTR QC, ENGINEER $ DATE ;y s
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~7' Y
.d s 18. Validated By Q q f $kfh suln .3 N Date L ..:,$$ 2h7 $, Ns
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- 25. , Disposition Results *
.m 4 - jh k.,!;,g 2h Rott,ing E To FIE,pb ENGINEERING l, O TO OTHF.RS l$PECIFY W %. ,, ..? Il< i k '{h t p f d
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A-13, Rev. 2, Sect. 7.2 states that, " Mortar shdl h 24. DISPOSITION CONCURRENCE Type H conforming to ASTM C-270 and shall have a minimum compressive strength of - rw r icct npair usos is 2500 psi G 28 days." Contrary to this, mortar mixed and tested on 8/25/77, had ctrengths of 2280, 2330 and 2030 psi 0 28 days as tested by U.S. Testing, Sample "" ' "' " "" '"" ^ 0876. "Q" List #1.205. 11old for Engineering Disposition. 1 Hold Tag Applied.
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i (in "ac,cordance with Appendix A) establish and mintain a system fbr the control of ' '- 3
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- a. i w . i anality durinst fabriestion and* shipping Which shall astmre that all materials and -' . *. 7$'
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PROJECT FIELD ENGIN E ER ', .DATE
? J# e ' ' '
Me w'orbennship fttraished hereunder"fbr' Catenory I artructures conibm to these specifiest- s
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~ - . ~~~ . - - NONCONFORMANCE REPORT i.PRossefr NAME ~
= .
. JOB NO.
~ MidlM. dR.ro. ject 19. Q 20.
- 3. UNITilk 2. DRAMNd/PARY No.
7220-- --
-_ _ _ ~ _ - = -_
"D"w PA4E 1 0 %[
REV l 4. ITEM DESC(tl PfloN 2 C.329 8. sYtM LOCATION Radius l
- s. P.O. on sPfC NO. 7. SdRIAt. NO.
___dj _,Coygge onJ ebar,,, . 3.773.-b 53-0
- 8. REPLACEMENT FART 9.80dPCd 10. CONF 6 ACTOR /$tA'Pl..ER C 231 N/A Fj(1d P/N.g/2
~* b' $..1'2'~ASM"E''-TH'ORitt"o' h~. REV HS . SER
~ ' -
No. 4/A..
~ '~ ~~'~
N/A
- 11. INSPECYlON CRITfRIA IR NO . U ' '
' ' ~ ' ' ' "'~~~~~'~~
IX) DWG (lSPEC ( ) OTHER NOM 23 _ -
~I n
- 13. SWE TCH ATTACHED
(. YE3 IlNO
' 14.Wovered D Durias 15. Equip Fantoiehad 91 I ) Client i Ifog (
~ ~ ' ' ~ ~ ~ TSP @ %' E&D
~~~
3 YNONCONFORMING CON'DITION.I _ ( JRec's igConst ( ITvst24YSPokiiiNd ^ No. c-U9.-6 calls _for.) v4'Lcovec On_1he~.17.d1LO10" . (hoopbars). However due to placement of the 20'-O" long #11 radial bars the #-_L....~..-. "% ~_.'.'P"~,,-M" r - -~
"' " - IP e rs.
specified cover cannot be maintained. . _ . _
- -. .\ . -
. _ ._ - . = - . . . . _
., . ,..._.,_.,._ , 4. _ ,, ,
The minhan r nveg at the stama s tmStYdtien doint..on. the- 20L. -1.lf-radial._ bars--is- U'..: ,, f,2 ,,, 77-Thus forcing the_. hoop bars to pro.iect outside_ th_e_Pttsfn.t C.Oncrete_.11ne by 4am.Q is 1.103. 1 Hold Tag Applied. Hold for Engineering Disposition. umomz co inse_, n pg.y
/ - oArc
- 17. REPORTED SY D.4TE 18. VALIDATED BY DATE an. oisec.4syson nasus.rs
~ ~! j*'
- 21. ROUriNG: I)( TO FIELD ENGINEERitiG
_ . 7b'? ?).h W
~ ~ 9207
('l TO OTH ERS ($PE IFY)
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~
- 22. ( ) Field Engineering 0:spossteo., Nked Eng neersng Recommended Dispositiosi t&MQectg*s53En~~ .
131%PORPTi$ki R 6 f*K ) i Pgc,D _M M " L, I7 + , kETOW *TWR 8II PAD To AmrTING _Ak Sm43 AS TOM L9d M @ LEU}d Appnextavnsty 5's van mmTwmca ', .mr.rjn.wsp_mut eciocPRE. avrms % swa wre_ Arnsaan sur a_v> ou <- A . i
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- 23. PROJECT ENGINEERING DISPOSITION '__
71N1 V Ih&' . - - - - . - The revised profile as s' hown on attached sketch provide r.equired cover within.tht_c _ - __. - permissible _, tolerance. Hence, the _ field _ engineering _,recournen_ded_,diagonition ia' acceptable subject to modification marked 0tLthf &ttached ahech :
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- 26. OC ACCEPTANCG I '
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n, ) . 3 ,! NONCONFOR.MANCE REPORT -Te, A . A 4 .1, n
- 1. PROJECT NAME JOB NO. 19. 20.
FIidland 7220 NO. 9.60._._ PAGE 1._OF.2
- 2. UNIT (S) 3. DRAWING /PART NO. REV 4. ITEM DESCRIPTION
- 5. ITEM LOCATICN Common C-97 3 Embedded Reinforcing Bar Service Water Bldg.
G. P.O. OR SPEC NO. 7. SERI AL NO. . 8. REPLACEMENT PART D. SOURCE 10. CONTRACTOR / SUPPLIER 1/A N/A P/N_.N/-A REV-NS SER NO. _UM Construction N/A
- 11. INSPECTION CRITERIA IR NO C-1,20-372 12. ASME AUTHORIZED
- 13. SKETCH ATTACHED 14. Discovered During 15. Equip Furnished By K)DWG () SPEC ( ) OTHER NO C=.5L7Aov,3 INSP I R EQ'D (X) YES ()NO ( ) Rec's (X)Const ( ) Test ( ] Client ( )Eng OlFLD
- 16. NONCONFORMING CONDITION:
Wall clovation on Drawing C-97, Rev. 3 shows vertical 24. DISPOSITION CONCURRENCE reinforcing of #8 G 12" for the North Face of the wall 2'-0" North of the Bldg. '""" "" " ' " """" centerline and extending from cicvation 620'-0" to the base of the 634'-6" Slab.
~
Additionally, at the intersection points of Beams B-11, Detail F on Drawing C-99, Rev. 2 sho.;c 3 #11's additional cach face. "" ' ' " ' ' " '"" "' Contrary to the above, the reinforcing bar is as shown on the attached sketch and 2 of the #8 North Face wall bars are "" "S7" C'"""" ^7' not protecting as required. 1 IIold Tag Applied. Q-List #1.501, lloid for Eng. Disp, ^"" " ' * " ' " " ' ' " "
- 17. EP TED BY DATE 18. VALIDATED BY DATE as. osseos Teon ncsui.Ts
/< ww WMb7 thM_ '9.2, 7, Ai.eT4,CpTING: 60 TO FIELD ENGINEERING I ) TO OTHERS (SPECIFY) )
- 22. ( l Field Engineering Disposition }Q Fie F,ng r R m nd .tM Pro t ng n r l a a Ul/7"E~ TO PRO.TE"~rY SA/G/Al *~ . ./A/G- F~OPJM . s /~r/O W. t C-- 9i 27,/77 _m N7.7.k. ,>
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- 23. PROJECT ENGINEERING DISPOSITION .
2G. OC ACCEPTANCE QC ENGINEER , DATE AU TH ORIZED INSPEC DATE , m m _
Arrant */C[G)/2 "
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( ) Sf~j_T/-/ {f NONCONFORMANCE REPORT
- 1. PROJECT NAME JOB NO.
To A. A, 9.r).77 udland 7220 D 20.
- 2. UNITIS) 3. DRAWING /PART NO. REV 4. ITEM DESCRIPTION 5. ITEM LOCATION Common N/A N/A Flyash 11atch Plant G. P.O. OR SPEC NO. 7. SERI AL NO. 8. REPLACEMENT PART D. SOURCE 10. CONTRACTOR / SUPPLIER C-230, Rev. 10 N/A P/N N/A- REV N/A SER NO. -N/-A-Subcon tracto.c' Champion, Inc.
- 11. INSPECTION CRITERIA IR NO C-4.10-35_ 12. ASME AUTHORIZ,ED
()DWG (M SPEC ( ) OTHER NO C-230: ROV.l( INSP I EQ D 13. SKETCH A ACHED ( ) YES NO
- 14. Discovered During E15.' h ih N b b b
( ) Rec'g ( )Const (XITest] ( ) Client ( )Eng ( IFLD 1G. NONCONFORMING CONDITION: Specification 7220-C-230, Rev. 10 states flyash shall be 24. DISPOSITION CONCURRENCE in accordance with ASTM C-618 /2. ASTM C-618-72 states that the Pozzolanic Activity '"' 'k 'I" P' "'# 8C
.ndex with Portland Cement at 28 days will be at least 85% of control. Contrary to ~
the above, flyash users test #63 representing 5877.98 tons sampicd 8/10/77 had a "" '"'"" ' " ' " " " ^" reported Pozzolanic Activity Index with Portland Coment of 72.6% of control. Also, "" " ' ' " '"" ^* Flyash Users Test #64 representing 5989.03 sampled 8/15/77 had a reported Pozzolanic "" """ "'""'" " " ^" Activity Index with Portland Cement of 79.0% of control. ^"'" " ' * ' '"*" " ^*'
"Q" List #1.105.
- 17. REPORT . DATE 18. VALIDATED DY DATE 23 ase s:Ti N nusui.Ts
* ~
< '?/a7/77 /k2itWauAa~i, 9-27-2?
- 21. ROUTING: % TO FIELD ENGINEERING ( ) TO OTHERS (SPECTFY) / ,
- 22. N Field Engineering Disposition ( ) Fie n en Re o o 75je E incer g
?fFff TO PRO 3[GT A JR. utJE~K2/M A Fb R O / $"PO S / 7'/O/V. Y } .~7 7
_ h -L. 9MA,'7 f '/ ' ' V
- 23. PROJECT ENGINEERING DISPOSITION .
2G. OC ACCEPTANCE OC ENGINEER , DATE A T DATE Q- %* 'J
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- - , E: . a. w $. nAj
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2O8.2.M,4 - (1 PROJECT NAME) 'N
* . s 4M
- 19 -t 20... 4 -
g W)rH P11dia'n d *. f s,.;; .. . JOB q, g. 9:b.,k. NO.TV B.. Gl* MQ J.. .* W 0" M. *,' O7220:. Q M. 9. -.' ';N 3. @ % i.p.g ..% .:s 6.0M ;NO. M2 , PAGE '.dF.b M'
- 5. ITEM LOCATION :, NuK.5 II.
(.g!{[*g g ; 2. UNIT (S) if.
, comon - 3. - .C-272; DRAWING Q (/PkR1 NO.
E f. ~ - 2
.L REV 4. ITEM DESCRIPTIONS 3#
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