ML19331A263: Difference between revisions
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: 21. Routing | : 21. Routing | ||
/ /h -g*7 TO FIE'D EN GINEERIN G Q TI:n T l hS lSPECIFYl / | / /h -g*7 TO FIE'D EN GINEERIN G Q TI:n T l hS lSPECIFYl / | ||
/ 'f-// ' | / 'f-// '(( *** " ' ' " " " " ' * " ' ' ' | ||
: 22. @ Field Engineeeing Disposition O riE'o Ea as n E E ain a a E deru.En oE o o, ,o.,,,g ro ,,o,,c, ,,o,,,,,,,o A) The sway strui. shall be removed and retained at the jobsite for surplus material. | : 22. @ Field Engineeeing Disposition O riE'o Ea as n E E ain a a E deru.En oE o o, ,o.,,,g ro ,,o,,c, ,,o,,,,,,,o A) The sway strui. shall be removed and retained at the jobsite for surplus material. | ||
A new sway strut per the latest submittal of drawina 2-613-3-31 will be installed when it is received. The shop order number for the new strut currently is EME 525. | A new sway strut per the latest submittal of drawina 2-613-3-31 will be installed when it is received. The shop order number for the new strut currently is EME 525. | ||
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,.f.7.::qf'.?.,1*yq;,-... | ,.f.7.::qf'.?.,1*yq;,-... | ||
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Latest revision as of 22:49, 15 March 2020
| ML19331A263 | |
| Person / Time | |
|---|---|
| Site: | Midland |
| Issue date: | 04/30/1977 |
| From: | CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.) |
| To: | |
| References | |
| NUDOCS 8006190760 | |
| Download: ML19331A263 (485) | |
Text
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U IHIS DOCUMENT CONTAINS LOG OF NONCONFO'RMANCE REPORT! ,- P00R QUAUTY PAGES h al PROJECT NAME i Midland 1 7220 s 51 JOB NO. PAGE 2 3 4 s s , NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 630 12-15-76 C-231. Curine of concrete exoosed to outside Tekx. 1-?A-77 B. T. Cheek environment os Pour A(634. 5)'c Use as is 1-28-77 B. T. Cheek 631 12-15-76 C-233A. PO- 14441 Ouality verification documenta-tion not received for 17 embeds. Doc. 1-20-7Z J. R. Slife r 632 12-15-76 C-233 A. PO-14061 Quality verfication documenta- po
- tion not received for 4 embeds. l-20-77 J. R . Slife r 633 12-15-76 M- 104 A. Lamons WR Gaskets sent instead of R3, R4,
'_ and CG Gaskets. Indeterminate doc. requirements Reject 3-18-77. R. S. Morrow 634 12-16-76 M - 1. 4. Packaging and Grating inadequate; damagea CDRM Subassereblies. R eject 4-20-77 R. S. Morrow 635 12-16-76 C-233A. Pedestal welds on two A2 embeds have insufficient 5/8" fillets. PO- 13 637 R e, work .
1-13-77 A. L. Boulden '. 636 12-17-76 M-104A. Linear indications on Snool Piece i-lh3B-2 610- Q3gl67 / 4-17-77 F. Mahala
-m-~ %nni oi rn nu+ ne vmina hv oAAn 2. H@t-sci- 34e l 12-17-76 d-39. ~We6ar received wis ~not"faliricated to correct No Noncon-
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637 Drawing. C-39-Y4-4 fnymnn. 12-29-76 J. R.Stifer g, 638 12-20-76 M 1nha-Ac. Pipe nnonin aeliverea in the jobnite 'teworkac ' ut+h nn aantrennt hnen 4nnian the annnT_ r: R e}gct 639 12-20-76 c-38 c-391 n n var ia en. ntuan nna afo.i vniin Doc. 3-3-77 J. R. Silfer not-t.reca=hla to acco~ anin- dec. er =atarial. N 640 12-21-76 C-208. Cor. crete cylin8ersFcuring temperature out Use As Is -" of reautred ranges. 2-18-77 B.T. Cheek Jl 641 12-23-76 M- 104 A. Spool 2 EBB-14-S634-1-7 received without Reject desiccant, and with contaminates. 2-10-77 J., R. Silfer 642 12-23-76 C-208. Slump test exceeded 35cv interval Pour #
- CC(673.Y)b' Use as is 2-15-77 B. T. Cheek o>
643 12-23-76 M- 10 6. Pipe clamp holes drilled off center. Use as is 3-11-77 R. D. Halverson I 644 12-23-76 C-306. Two rebar cut upon installation of hanger Use as is 2-24-U D. T. DaWs o 10- l FC B H2 3-5-77 D. L. Osborn CD 645 12-27-76 C_-23 . Flvash content _ low for nnn Ratch TIcicet; Unn, Telex l-25-71 G. Sanders 00 SWI(p09)a r Use js Is 1-28-77 G. Sanders 646 12e7-76 c-231. curingtemnerature of South nortions of valla g g, ,, g , Telex l-13 "7 D. L. Osborn dr0DDaal to 13 for 4 hours. Attx . Bih. Walin 198 & 19N 2-2 % 77 ~ TL T, _ nahnvn 647 12- 27-76 c o31. curing temparnturn nc roihnenr c'ennn trni r, y,, ,g Tekx 1-27-77 D. L. Osborn
- 648 1Z-29-76 12T A h ger fabricated to Lpvel 9 sketch -
. Carbonsteel plate fabricated to , incorrect dimen. ,
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i LOG OF NONCONFOI1MANCE REPORTS
' g FRO 'ECT NAME i
Midland 1 7220 s 52 JOB NO. PAGE 2 3 4 8 5 7 NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 649 12-29-76 Dwn. M- 166 S ervice Water Yard Piping spool OHBC-15-5-A44 damaged by earth moving equipment. Repair 650 12-30-76 M- 104 A. Pine soool IEBB-5-S638-14-1 delivered Reject 2-10-77 J. R. Slifer w!*h canta minate -.insida a nd na dealcennh 6 51 12-30-76 hi- 104 A. Pipe spool IGCB-2-S612-1-3 fabricated as
.a 2-1/2 spool instead of 3 as called out by dwg. Reject 652 12-30-76 C -3 8A C. Beams 640-D3H, 642-D3M bave copes cut pa.gt the point of tangency. R ework 653 12-30-76 M- 12 5 C C. Gate valve IHHCB-GT-2MO-1310-B-R L has handle to manua'. operator broken off. R ework 4-18-77 R. S. Morrow 4
654 1-4-77 C-208. One set of record cylinders and one set of
- field cylinders taken for 134 c. y, concrete A(b4b)b' Use as is 3 .3-77 D. L. Osborn 655 1-3-77 C-208. Cylinders being cured in tanks cured at too
- low or too high temperatures. 12/25/76-12/26/76 Use as is 3-22-77 B. T. Cheek 656 1-5-77 M 104 A Sunni IHCB-Il-S608-2-1. shipping damage
;o spool ends Rework
- 657 1-7-77 M-104 A. Portion of' spool OHCD-621-S614-8-1 is pipe
- lass HCC. Rework 658 1-11-77 Ai- 321_11ange r 18 innc 111 no weldad tn alln=
movement in wrone direction Rework 2-9-77 P. W. Ratte r 659 l-11-77 M-104 A ' S0001 numbers interchanged on soools THBC-36T-3T17-3-2 & 3-3. Doc. 4-28-77 F;. Mahala 660 1-11-77 C-231. Concrete curing temperature fell below 50 F Telcr. 1-19-7/ D. L. Osborn Pour # C(662. 95)b' Use as le 1-28-77 D. L. Osborn 661 1-12-77 C-231. Concrete curing temperature fell to 32"F Teler. 3-2-71 J. E. Moyers Pour # Af 646.5)c' . Wall #9 Use as is 3-5-77 D. L. Osborn 662 1-12-77 ; C-231. Excessive concrete cover. Fuel Pool 5.6 line Use as is Telex 1-17 77 M. Foote wall, north of "G" l-24-77 B. T, Cheek j 663 1-13-77 C-231. Concrcle curing temperature dropped below ! 50 . Pour # A f 634.5)e 'Use as is 3-3-77 R. K. Siple i 664 1-13-77 231.Pour Concrete cu rin g temperature dropped helm Ito Honcon-i i 4 50 F. SWI(609)b' - rnrirmnce L 27-77 B. T. Check 665 1-13-77 hter Rhop. Damaged by Fire from the Aux. Bldg. 3td Repair 3-23-77 G. Sanders trnit. #1 cnnt. Rrterinr W11 ~ Elev. 612+ 666 1-14-77 M-132. Documentation for valves Doc. 3-2-77 R. S. Morrow R eject gg 1 - l ~/ - T( M - 10 6 Dwg . t.- b i t - b- ( . Base y,1,4.tes welded to , ! - ;30-2FCB-35-H7 Doc. 3-18-77 R. Halverson ( y Items 7 & 5 instead of item 5
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O O LOG OF NONCONFO'RMANCE REPORTS i i PROJECT NAME Midland JOB NO. 7220 53 PAGE 2 3 4 8 a 5 7 NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY i 668 1-17-77 C-231. Concrete curing temperature fell to 386 F, Pour #Cf640)a, Use as is 3-24-77 G. Sanders 669 l-17-77 C-231. Broken and missing rebar, Aux Bldg opening Std Repair Elev. 5848 670 1-17-77 C-231. Mi_ssino dow.el. Aux Blde Elev. 576'0". S' east No 4-15-77 M. Foote of 6.6. 10' south of F line Ncnconformanne 1-17-77 C-231_ Missing D linedowel 671 of 6.6 on wall , Anv nidg - Ei. . s;7 A'nn; R' ,2 a t go annnnntnmanne 672 1-17-77 C-231. Broken dowel for block wall. Aux Blde Elev. , Std. 599'0". 68 east of 7.9. 4' north of B line 1 Repair 673 1-17-77 C-231. Broken dowel for block wall. Aux Bldg Elev. Std. 7.8 c a s t of 5.1. 28 south of A line cioo'n" napair 674 1-17-77 G-231. Missing dowel Aux Bldg. Elev. 59380". 10' Std. south of F line, on 5.6 line Repair 675 1-17-77 6 231. n r_oken doweLfor blogk wall. Aux Blde. ' Eley. Std. 614'0". 108 east of 7.4 line, 17' north of B line nanai , 676 1-19-77 Dwg. E-536. Conduit 1 A010 damaged by drilling. Aux. Bldg. slab at Elev. 599'0" Std. 2-16-77 D. Colne nopat , 677 1-20-77 M-104A. G-321 D not received for reducers. Mat'l not Na Numamuou allowed for on oloine class sheets Reject 678 1-20-77 M-106A. Hanger 18-lHCB-1-H10 fabricated to level No Noncon-
#9 drawing formance 2-22-77 J.' R. Slifer 679 l-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 - lR4 A. Several nine snools delivered with no Rework de_stccant inside. - - '
Reject j 681, 1-24-77 C-231. Fire damage to letdown cooler walls Cont #2 gg, Elev. 613+ to 624+ nnmt r 682 1-25-77 C-231. Grout not properly bonded to construction Std.
~
joints, 5.3 3nd 7.8 lines, H line to Kc line. 614'0" ' Repair 683- 1-28-77 M- 104 A. Cod _e data _ sheet and_ N_DE r_eport_s do_not correspona witn spoot ptece 4-nU15-41-dota-o-c . 684 1-28-77 c 111. pits by andspec. cougma in liner plate out of tolerance Std. R epair 3-11-77 , as outlined D. L. Osborn 685 1-28-77 CL-230. vivaah content 1 A Tha aver allnwahte. nna inaa
'Use as is 3-4-77 D. L. Osborn Pour SWR'(598.5)a 686 2-1-77 C-211. Backfill material delivered 12-1-76&14-14-76 without required testing ( Use as in 3-7:-77 D. L. ~~',Osborn C U d
O LOG OF NONCONFOAMANCE REPORTS - 1 i PROJECT NAME Midland 7220 a JOB NO. pg 54 2 3 4 8 5 7 NC.T 10. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED Cl.OSED BY 687 2-1-77 C-230. End oLline temp. . air contrit. slump. out of Use As Is * #" "" spec. In concrete for Pour CC(703. 58)a' 3-29-77 B. T. Cheek 688 2-2-77 C-231. Wall #50. rebar omitted per dwa C-282 and Repair C-283, Aux Bldg Elev. 614' Reject 4-2-77 M. Foote 689 2-2-77 C-231. Rebar clear cover exceeds C-140 requiremenh Teler. 2 77 M. E. Foote
@ Aux Blde 568'0" construction openings Use as is 3-5-77 D. L. Osborn 690 2-2-77 O 2nR. Concret_g slumn test missed. Pour SWIf620)a' Use as is 3-29-77 B. T. Check 691 2-2-77 C-208. Concrete cylinder curing tank fell below temp.
1-28-77 and 1-24-77. Use as is 4-8-77 B. T. Cheek 692 2-3-77 . 3 0. 't n Grade 75 rebars Installed.11 nit #2 primars Use as is 3-5-77 D. L. Osborn 693 2-3-77 M- 106A,_lla n 1- CB-5-H5 fabricated to level #4 lwg, 8-2GCB g - welding to plate off center 694 2-3-77 M 104 A. Spool 2FCH-22 S611-7-10 fabricated differen . Liv from approved drawing Use as is 3-14-77 J. R. Slif'er 2 1-77
~~
~695, . C-111. Unit #1 Dome, HVAC penetratic.t located wrong Std. 2-11-77 T. O. Anderson R epair 696 2-8-77 C-231. Protective covering for pour SWR (598)a removed 8' " A Lam h 9 hours prior to 24 hours required Use as is TeleI.237_
3- -7 7. B..T. dbeck 2-9-77 C-231. Non-contact splice , Aux Bldg, Il line @5.3, ' telex Z-11-(T D.T.Gheek
$97 Repair Elev. 646'0", 2-18-77 B. T, Cheek 698 2-9-77 C-211. Backfill material not tested for deliveries on 10-26 76.10 2%76,11-12 76,1-11-77 8c 1-12-77 Use as is 3-7-77 D. L. Osborn -
699 2-9-77 _ Hanger Sketch 2- 617 8. Angle clips installed on ,g the wrona_ end of the M-Beam. - krmance C-211. Backfill around Unit #1 Feedwater Isolation 700 2-11-77 Valve Charnber, #10 sieve, 487a passing through. Use as is 3-7-77 D. L. Osborn 701 2-14-77 C-111. Sharp bend in Unit.#2 liner plate, Az 70", Elev. 654' ' Std. Repai: - 702 2-14-77 M-129A. PO Item 29.0. eight valves with tag number
- lifferent from approved drawing tar number Use As Is 3-24-77 J. R. Slife r
> 703 2-14-77 c->J nabar nnverad lasa ih== -11nwed by Ng c-1ho. Rework Aur Bldg. 6h680u. F line O 6.2 3-17-77 M. E. Foote 704 2-14-77 Idg. 611' H l i n a @ 'L 3,__S.6,__2.8, v a h" " C - Z31., Asx ota;. Use as is Telex. 2-21-77 M. ' cote omitted 3-24-77 B. T. Cheek 7 U5 Z-15-77 C-38. G-32T D not traceable to ace,ompaning Doc. or Doc. 2-18-77 C. . Gwinn ( , material. Ingalls Shipments t- 1 V-4 and V-5 . J v v v
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.l LOG OF NONCONFO'RMANCE REPORTS' b
- PROJECT NAME Midland JOB NO.
7220 , a 55 2 3 4 s s , , NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLO ED CLOSED BY 706 2-15-77 C-233. Nelson Stud did not have full 360 _ fillet weld and subsequently broke off when struck duiing testine. R ework i 707 2-17-77 C-231. Rock pocket developed as a re.sultr of a piece of 2 x 4 in the pour. Cont. #4 Elev. ove Std. Repali,4-7-77 G. Sanders , 708 2-16-77 M-104A. Vendor dwg. indicates spool to be one foot Imger than Quality Verfication Doc. 3 10 0-218-8557-4 0-3 Use As Is 3-24-77 B. M. Joice 709 2-17-77 19106. Dwg. 1-616-6-2. Mill test Reports not tur- ! nished and mat'l not stamped with a heat number. . 710 2-17-77
* ^ "" "" '"#"' ' " " " " " ""EE'"E ""d -
QA Data package not received. ' 7 11 2-21-77 C-233. Bolt Heads not marked w/radallines or symbol identifying the manufacturer. Us's as is 3-7-77 J. R. Slifer
- 712 2-22-77 C-231. Embedded plate for 2E-57A not in same plane as concrete wall, Unit #2, Elev. 61788" Repair 713 2-2h-77 C 9n8. cyu naar nata curad out nr span _ vanna or 60 to C00F. Pour SWI 6_2QJat USB 88 18 4-21-77 D. L. Osborn 714 2-23-77 C-230. Flyash in concre(te for Pour A(634. 5)e is 9%
' I'elex. h-27-77 B. T. Cheek over design weight for 8 yds. Ticket #13bb4 Use as is h-29-77 B. T. Cheek 715 2-24-77 C - Z 3 0. Gement content of t$ yds I pound light, Pour .No SWl(620)a Nmcadxrran 3-14-77 B. T. Cheek ' 716 2-26-77 C-2(la __Goncrete cylinders stripoed after 24 hout-requirement Use as is 4-21-77 D. L. Osborn 717 2-28-77 C-Ill. Bulge in liner plate. Unit #2 Repair 718 2-25-77 M- 10 6. Hangers fabricated to drawings without any a poroval. 21/21CCB-12-H3 & ZI/2-lHCC-87-H2 719 2-28-77 C-231. One #11 rebar not In A Line wall. Elev. Use A s Is 3-1-77 M. Foote 634'-6" , i 720 2-28-77 Cd3L_ Size #11 Cadwald_alaera 4tmlO AS A UnM #7 I Secondary Shield Wall, has inteurrupted deformations Rework 3-h-77 G. Sanders 721 2-28-77 C-231. Conc rat em titt a Telex. '-11<-77 D. L. Osborn T0"F. Pour C(6EI 2]i fa"WExtNor W r_n[Er.d p in below Use as is 4 7 B. T. Cheek 722 3-2-77 C-3&. neamn have copas that are cut past._the point of-- Std Repair tangency- , 723 3-2-77 QMggC 6p g 1 ed; tinit #2 Recondary 3 724 3-3-77 C-306. Aux Bldg. Elev. 599. Rebars cut for Ma ke Up Pump Anchoes more than allowed ' by Dwg C-143 Use as is 4-6-77 G. ; Yeisley
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f . i p LOG OF NONCONFORMANCE REPORTS
< 1 j PROJECT NAME Midland aos go, 1
7220 56 PAGE 2 3 4 5
- 7 NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY i 725 3-3-77 C-208. Concrete cylinders stripped after 24 hour requirement Use as is 4-21-77 D. L. Osborn '
726 3-3~77 C-208. Concrete cylinder curing tanks #2 and #8, temp. {' fell below requirement 'Ise as is 4-29-77 B. T. Cheek i 727 3-77 C-230. Cement 60 pounds below required tolerance No * ' i on Ticket #13795 for Pour A(634.5)g. Rmim-ax 3-14-77 B. T. Cheek 728 3-3-77 C-231. NelsorLEind_ cut _from Tyne B embed for hanaer installation, Aux Bldg, 6078, B line 78 west of 7.9 ~ Use as is 4-11-77 C. Yeisicy j 729 3-7-77 M- 12 3 C C. 2-1/2" FCB-GB-DL SN 2N684. Transittor l
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l area altered reducing overall valve length by 1/2" - l 730 3-7-77 Gd3_1_ __Qoncrete curiru dropped tobelow allowed temp.
! for over 12 hours, Pour repair. Aux. Bldg. El. 622: Use as is 4-29-77 B. T. Cheek -
! 731 3-7-77 M- 106A. Hanger 10-2FCB-19-H3 spring assembly
- sent from vendor incorrect size J
!' 732 3-9-77 C-208. Slump measurement exceeds TI yard reauirement. Pour A(616.IOa Use as is 4-29-77 B. T. Cheek 733 3-9-77 C-304. ' Structural Steel beam damaged, Aux Bldg, Std. ~ j Elev. 6468, C line 5.1&5.6 a. Repair 3-14-77 P. W. Ratte r i 734 3-9-77 c-300 Rehar cut at hanger 10-1EB-3h-H7 within a 4,77,77 g, 7,g,y,y l in root radious.__ont_nf c h'requiremanta.. Use as is . j 735 3-10-77 M- 104 A C. ICCB-35-S 0 -6 l has incorrect configur-ation according to spoot uwg. .
! 736 3-11-77 E- 22A C. Metal tag not attached to Cable Rarel.
J Quality Verfication Doc, indicates tag to be #659 Doo, h-13-77 G. W. Brown ! ~ 737 3-13-77 __Dwm w 6na. w-6nl.- 2303_16_alantradaa n=ad in lian (Tse as is j d 308 M g:- 4-29-77 A. L. Boulden 738 3-15-77 C-304. Skewed beam mis-located. Aux Bldg. 63486". l 5.3 @ H line Repair i 739 3-16-77 _C-231. One #11 rebar cut, west fqce of 6.2 line wall, Elev. 644'0". Aux Bldg, E line Use as is 3-17-77 M. E. Footo ' 4 ::-306. One rebar cut prior to Engineering approval 740 3-16-77 Aux Bldg. _591'7". 5.6 @ C line Den as is h-27-77 R. K. Siple
- 741 3-17-77 M 1ol, A . coatinga on apoola ara or an indetar-innte y ,, ,, 9 mntavia1; oT m n- A.s(t3h 6 3 ana own 9Ln611.-%h L-18-77 P. M. Pitto 742 3-17-77 _L6 Breakers received d aru m ane e nkle~m =
G-321D, duplicated #s, rio documentatio'n. ete' - -- Doc. i 743 , 3-17-77 M- 12 9B. Four valves received with DC not AC No l ^f Solenoids 'T R m a=u = ,, 3-24-77 B. hl.q Jolce i , m _ _ _ _ _ _ _ _ _ _ _ _ _ _
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LOG OF NONCONFORMANCE REPORTS
@ PROJECT NAME Midland JOB NO.
7220 p a 57 NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 744 3 - Z Z E FD4- AC. Three pipe spools not subjected to solution heat treatment and water cuenchi_ng. R eject 745 3-23-77 E-42. Puu boxes mounted to H Hnc waH wh incorrect anchors 746 3-24-77 C-230. sand _aradation passing #8 sieve fell below spec. reqmt. K(659)a Une as is 1-25-77 8 B. T. cheek i 747 3-24-77 Dwn. C-202. M-832. M-861. Electrical penetrations i do n_ot have embedded angle iron frames Aux. Bldg. E' . 5848 748 3-25-77 _ C - 2 3 0. Variation of quantity of air entraining admix-ture is over the maximum 'of420% (4000 thru 4100 749 3-25-77 M- 106 A C. Hanger Ass'y 8-lGCB-16-II9 E-ME-487 Tabricated to a level ')lrawing. ' l 750 3-25-77 C-208. Concrete Cylinders in curing tank on 3-21-77 s
! Jiad a recorded temperature of 78 F. exceeding max.
751 3-29-77 4-10hA._.GutifLcatlog_for 6-2HDC-5-Ill is for ANSI a-31.1, not ASME III. NF. ( g 752 4-1-77 incorrect location per M-106A. approved ~Dwg. AngleSk welded 1 - 610-to5~- olate* 2T, U~1FCBT2'9!H3 0 753 { 4-5-77 lhyg_C4g0.instead 2 Slab of dowe
- 12) Aux. re- g ments (2 ceedsB1aga_clnp.
- g. L eoul10"'
593 -' Std. Renair 754 4-5-77 C-38. Structural Steel diagonal delivered to the j obsite damaged. 755 T 577 M- 10TEC-' Pipe spool ZHEC 322-sb34-z-7 ifellvered to the jobsite damaged. . l 756 h-6-77 .0-305_p c-w6. During_inatauation or pipe bsoners i _ vert._.rchar._wera_ cut _deyintine from _10'eriteria > 757 4-7-77 _M- 106 A. Sp_ ring A s sy wrona dimension. 1-634-4-10. '
. 8-lHBC-22-H4 i 758 4-8-77 C-208. Concrete cylinders being cured in Tank #3 '
exceeded maximurr temperature. 3-31-77 ' 4-106. Ilanger__]L-2110B-20-li18 fabbed to incorrect ; 4 759 .h-11-77 .dimenolono innorrect location dim _ensions, etc. - 760 h-12-77 Dwga._C-222_A_C_2Bh- 1-!6 top and botton_and_7-88 ' clowela nnLprovidad. Aux._ Bldg._Elev R ewo rk 4-12-77 M. Foote C-230. Air entrainment at point of dl._659' acharge too low
- 761 4-12-77 Pour S9f(6'3D~0)a' 762 h-1h-77 ._ &20h._._Aro_b trike_in_apool._111CC=70 .SiO 3=.18-hexcenda-._
. 10%_magin as outlined by speo. c j j v v v
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.o o' LOG OF NONCONFO'RMANCE HEPORTS
- j .
6 1 1 j PROJECT NAME Midland .08 NO. 7220 50 PAGE ! 2 3 4 5 8 7 i NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPilON / REMARKS DISPO. CLOSED CLOSED BY i 763 h-13-77 ti-106dandnr ave. 1 63h-h-1h shows hanger to _ have 2'6'
- cinter_c. enter span. Actual hanger is 1'6" center-center 764 h-13-77 C-3Q... Beams delivered to the .iobsite with re-entrant ;
) corners cut-past tha point of tangency.Mk 6h1-DG.6ho-D2 ' 765 h-13-77 c-3B J enm delivered to the jobsite with re-entrani.__ cornava nut past tha point of tangency. Mk. 661-B6 ! 766 4-13-77 c na== 912 n9 haa a ahne fahvination avenv. a 3/8a cut in the_wah:=t tha nnpa. 767 4-14-77 C-231. C-4 embeds omitted. Aux Bldg. 645'+. I j 5.6 & 7.4 @ Ek line i 768 h-13-77 c-110. coat #2 liner plater condamination to zino'n m ' rivimar fvnm wondan nvibbing and dripping _ Water. 769 h-14-71 .c-110. cont #1 liner plate embeeded partioles in mist L coat _.11no primer applied over sharp edge. l
- 770 h-13-77 c-110 cont #2 liner nlater damase to several areas i nf tha liner _ plate _ coatings. Elev. 493 8 0"-67'4 ' On l 771 4 14_77 C-231. Void in concrete. Unit #2 Main Steam Penetration, Az 2BP 1
772 h-15-77 c-2. small nunotures and dents ==4e in tendon durinn i the._cadwelding of_rehar. Unit #2 Et. 723'9a Am 240 R ework 4-16-77 S. A. Gelnett , ! 773 4-15-77 ]wea c-1ho & c-20h. clear cover raries. correct 1 noncreta thinknaas cannot be accD&plished. ! _'s (4 4-18-77 C-230. Air entrainment at point of discharge was 6. 9% j thereby exceeding 67. limit. Pour C(703. 58)a' . 775 4-18-77 C-306. Four vertical rebar were ntr ar.y_to the j spec. which allows only two. E. Aux. Bldg. -
- 776 4-18-77 C-305. Four N-S rebar were cut contrary to the '
i spec. which allows only two. El. 584' Aux. Bldg. l 777 4-18-77 C-233deams Mk. ' E' a, 1 10 n 3 h a ve _te. cnt ra nt j corners that are cut past the point of tangency l' 1 C-2. Tendon sheathings are in incorrect locations 778 4-19-77 . Eont. # 1 Exterior _.yall Elev. 7038 ' T ! 779 4-21-77 C-306. Rebar cut u .nstallation of hangers. AuxBld J i 3'6" south F line, @pon 7.4. Ee, Elev. SHF F' [ p ! 780 L-22-77 3-22.___ Cable _Rael_Ho. 006-9228(6007 2 cond.) i _dama6qd._during re-location j 71 4-z5 7 FC -2 3 0. Air entrainment at point of placement 6.2% i A total of 8 cu. yds. In t Pour A(659)b? ." > j v J
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.. - V C NONCONFORMANCE REPORT
- 1. Project Name Job No. 19. 20.
. No. Page l of 9 Midlnnd - 722n
- 2. Unit (si 3. Drawing /QQOGOC Hev 4. tiern Descriptiori 5. Item Location Ifnit 1 1 41n.[2 98 1 Di no Unnner Assembl
' Whne #2_QC Hnla Aven_
G. P.O.]D M 7. Sarial No. 8. Replacogient Part ,,, 3. Soure"e 1A MSupplier
'f22Q-j{l.@C_Rev 5 8
'l-lFCB-29-1B "l" " E'- N o- supplier TrI*P neinnall 44trren,_ %in v
- 11. Inspection Criteria a. AsME AuTuoaino i s. 15. Equip Furnished By en NO. .JL-l&-10'19 "'
sRETCw AvrAcuEo 14. Discovered Durine CoTHER H O. 1"D10"b"2b E0V 1 ONO YES QowG QsPEC Q'Y ES ' b"NO QGEC G OcoHsv D TEnv OCLiENT GENO Qr'o I G. Isonconforming Condition: 24. Disposition Concurrence __ Ticchtel apprnved_T'PP neinnall hannar akntr.h 141n 6 98 new 1 ; REWORK REPAIR REJECT USE AS IS _(Submittn12) indienten_ tint the 9 Y 9 Y c. y 11 c;/B innh angla ia in ha ahnn voldaa h" from thn edgr= nf' the_in r in y f ine h pinta. enntrary tn tha ohnun. tha nny1,. uno -yPR ,'__e m jf/p/T r Tr Eco ENGsNEER DAT r / meldea 6" f'rnm the_ plato'a narra n a abovn in tha at+achna hanone alretrh l lin_A pA
" " ~ ~
PR dtHEER DATE
.Rev 1. L N
r GaN e C& fE /
'].l "O" mwher* in IL102. Ibid Tiendinrr final dinpnnitinn. I hold tag (n) applied. r /i 8/ 7 ///. '
# AuWO Ra'iE d ife ssy'6TO R D E b f I r
- 17. n ported By . Date 18. W l' ate Date 26. Disposition Results
. I < A. _ C = ~T/ - 7 '7 $l r%e
. YY~ ] 7 #
- 48. Routing #' FIELD EN G8 HEER8 3 G Q TO OTHER'S (5PECIPV)
- 22. D Field Enginee ing Disposition OFIELD ENGINEERING RECOMMENDED DISPO58780N TO PROJECT ENGINEERING Field shall rework hanger to conform to the latest submittal of the desian drawing. The drawing shall be revised in the field to_show a field weld in
- place of the shop weld. dImd[ l &#-77 i 14.~ R X . - -
n-u o
- 23. Project Engineering Disposition l
2F.. OC Acceptance i QC ENGlHEER GATE o AuTHORIZEDINSPECTOR DATE m s f
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RELEASED FOR FABRICATI0N-CUSTOMER APPROVED d s g N h' V All tolerances in accordanos with QOP FPA001 U.N.O. ( r & mue. M 'E 'M* -
~~
CUAN SHIR f -8 y J$ Fab. Frocedure is FII-101-tJJ - . - - .- All products desta nod in FOR MATERIALS AN2, OPERATIONS SEE SKETCH NO. SHEET _- OF accordance with EPL File No.1 J_to r. 2 O @,d ITT GRINNELL CoNoiTsoNS rx ry- rz us Mr un
= ; U PIPE HANGER DIVISION DESIGN
?IPE ISO.;II*blO U3/ N -
,h JATA POINT 10.'b k / f I REF. DRAWING NUMBERS "$/s'e'i
- N4 PIPE :MOMbO ELECT:
EMERGENCY
'(M ~9
'IPE MAT'L.b.-N._TB30__ g STEELC-201(Gi 't H.V.A.C.: ' 4*t_. e FAULTED thSUL. IEP " AREA _ D I REY. (MTE ,"{ g y
/ e;.,,. DESCRIPTION CUSTOMER CONStlMERS POUR CO X 0 flE _JM Pld %Q: (80
]7 g. M toCATaoH PL AN l g g3jt p g gp g gylg'd M**"4 ORDER OR CONT. NO. P.O. #7tro.t'.ine. s,.
JOB HAf.lE MIDLAND 2m&e.ur== 2 IICR. t*4 st _f i-oi-i-11a T-SF"l5OME2 TillRD 8' ARTY INSPECTION
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_ .H_4.HOJ - IFC to - 2': A - H ___ a. 3p~ f.c1d flo. teld l'rocedure Ea r.m. rroceduro CODE CLASS :b6IdC- 3 . SK E1CH NO. / - Ch 10 -6:3 - F." E3
' . ... 4 JC Site E T_/ Of' / __, HEV.11
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NONCONFORMANCE REPORT , j
- 1. Project Name Job No. 19. 20.
No. Page b ol 1 Midland 7220
- 3. Drawing /Part No. Rev l4 stem Description 6. Item Location
- 2. Unit (s) '
Common C-220 7 l Hissing Dowel Aux Blda. Elev. 593'-: 0"
- 8. P.o. Or Spec No. 7. Serial No. 9. Replacement Part ,,, 9. Source 10. Contractor / Supplier N/A N/A P/N N/A nEv N/A no. H/A_ Con,struction N/A
- 11. Inspection Criteria ,, g o, MN>/-/,2/ -/IM 82. Asper AuYHORB2 ED s 3. SNETCH ATTACHEo 14. Discovered During 16. Equip Furnished By Dowo O sPE C D vMEa No. N/A $/h 77 O'v"Es' *"l"N o OaEC:o WCoNsf O TEs1 O c 'iE N T O E M a O ' o
- 16. Nonconforming Condition: Drawing C-220 Rev. 7, hhetail 3 & 4 calla for,sla4 doyels to be *' " "" " " "*""*"**
"'" "" "*' '""^'" " " " "
#6 @ 12". Contrary to the above, at Elev. 593'-10", the first N osON s'b dowel extending south of "F" Line Wall is 24" 1 ;m the face of 7.4 Line Wall. "Q" List is P
~
ed CT P8 E'Ee EN GINE ER DATE
~
#1.203. Hold for Engineefing Disposition. 1 Hold Tag Applied. ,
j l _ &"q"& ("}.*-) ')') Wl'A 8' P efCT CoNSTM QC INEER ~ DATE
^"'" " ' " ' " " " ' " " *
- g,y QC/A ,y u . ,)
0%(2%M"W77 "M"3C/8 21[Nouting' 5% O To r'E'o Eao'aEEaika O Yo f.1 s nPECir73-
- 22. QField Engineering Disposition OP'E'o Ena'"EEaING RE@MMEhD DISPoSITIoM ro PROJECT ENGINEERING myg.c+1 Drillhnh hole.13/4" (min.) in Diameter. an embedmentlength in depth, fill the hole with non-shr1 9)t grougf and replace the #6 dowel in accordance with applicable specification 4. h[m/[ (C-271, Rev, 12, Section 8.11) f 7 -lChu llC *)
ffv v y gr ,
- 23. Project Engineering Disposition
- s
- 26. OC Acceptance QC ENGINEER DATE
' AUTHORIZED IHsPECTOR D 1
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- r O V N iNNCONFORMANC'E REPORT Project Name To 4.k. L{. D .M
- 1. Job No. 19. 20.
m dland No. Page d of d 7220
- 2. Unit (s) 3. Drawing /lGQQE Hev 4. Item Description 5. Item Location gg gh Unit-Common 7220-I-38-521 9 ntructural steal - n:_ agonal a Tbseyvilla Tnydown_Arca
- 6. P.O. M O OD( 7. Serial No. 8. Replacement Part ,,, 9. Source *
- 10. MSupplier 7290-C-38_Rev 8 603-n1- "" M a E sr " o-Rupp:.ier Tngn11 s3 ten 1 nf Penn hivnnia -
- 11. Inspection Crstorid R-1 00-939 AsaE AuTHORizEo tR N O. _ i s.
. . . snETCH ATTAcNEo is, oiscovered ou,ing 15. Equip Furnished By c-38 Rev 7 ' '"
OOwG [Is EC DoTHEa NO. - O 'v"E s'" 'b"NO OS' ONO
- 16. Nonconforming Condition
@ REC!G OCONsf O Test .DCuENT MENc Or a
- 24. Disposition Concurrence REwCRM REJEe7 R E P Ai R usE As es yller nhall,_(in aCCQIdance with Appendiv A) eatablinh and mnint min n_nystem fnr tha Entrol of _ quality during fabrication _and shipping which nhall nastare that all PROJECT FIELD ENG8MEgR _ _ . .DATE Etterin.1n _nnd unrkmnnship, furnished hnreunder for Category T ntructurca_confantin
' PROJECT ENGINEER DATE
_these_specif'icationL" _ Contrary in theJi se, structural nten1 di ngonal Mc 603.nl van PROJECT CONSTR QC ENGINEER DATE v nrani v nd a f- 4-h n inb4t.n d a mn g.,-1 na 4na4entmA nn alt &Chment "A". AUTHORIZED ONSPECTOR DATE "O" number i n 1.201_ ITnld pendinre final dinnnnitinn
- l hold ten (s) nuolled.
- 17. Reported By . Date 18. aii 25. Disposition Results
- C.D>M hvf A
- 21. nouiine
'.2 ~5 l -) 7 dA1 tj5 (SPECIFVl toh ~ d--
go FIER.D ENGINEEN4NG Q TO yi
- 22. OField Engineerin's Dishsition k'Mt.D ENGINEERING RECWMENDED l>i3Poscriomn Rr-nmar-n Ry DISPOSS-m-T78 TION TO PROJECT ENGINEERING fbm E-ceaune, ve, mwm.to wn nuduAvAMLm d_ec A ?fj g
{~7 (/ G i
- 23. Project Engineering Disposition ,
o
- 26. OC Acceptance GC ENGINEER DATE A UTHO R8 2 E D INSPE CT O N DAT
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Page 2 of 2 -
. UCR # 755 . . >
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LINE SPEC.S A'PP. CODE
-NO. REQ'D n:iSs :aph.v litTl l Specist .WrLin:: l ' P:61:c:.t Ci.rt. e f 8 ?a.n obs. e l L
' '!ly. P.;;*iels' O!Tl 1.5:p.. rial ( icanin,. h . . Mill Tc:t H.:'uttt :. "
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, y NONCONFORMANCE REPORT 8
- 1. Project Name T*o A . A . 41. so n ,
Jota No. 19. 26. Midland 7220 No. 7bb Page_1 of 2
- 2. Unitis) 3. Drawing /Part No. Het 4. Item Description 5. Item 1.ocation Aux. Bldg. N/A N/A Cut Rebar El. 568 Aux. Bldg.
- 6. P.O. Or Spec No. 7. Serial No. 8 Replacement Part ,,, S. Source 10. Contractor / Supplier .
H/A N/A ciN . N/A REv N/A NO._E/A Co,nstruction N/A
- 11. Inspection Critorla en go,f-/,(0- A e a. eSME AuTHORitED 14. Discovered During 15. Equip Furnished By OowG E EC DoTuCR NO. C-30S&306 Rev. 2& l O 'v*E s "$ro:o , 93$METCH Es ONATTACHED OaEC:G EICONST O TES2 OcuENT OcNG OrLo 1G. Nonconforming Condition:
305 & 3% . SMe in pd, "M d shr Nm lo@m 24. Dispo.iiion Concurr. nee REwoRM two bars may be cut each way each face. In this case, the minimum radial distance to 6 REJccy R E P AI R. sJ S E A S 15
~
I the next cut on the same face in the same direction shal1 be ! ten (10) feet." Contrary 3-1FCB-28-HS, & 12-1GCB- PHOJECT F8 ELD ENGINEER DATE 1 to this durino installation, of pipe hangers No. 21-1FCC-1-H3, 5 i 25-H7 3 vertical rebar were cut as shown on the attached sketlch (page 2), thias deviatin i PHOJECT ENGINEER DATE frnm thn ten (10) font criteria. 0-1 ist #1.203. One Hol;d Tags Applied "" ' ' * * ""***""" "'" lloid for Engineering Disposition. M _ _
! " ^*
y M-- M
- 17. cported By , di 'By r
/'/ Date 25. Disposition Hosults
\
- 21. Routing Y ^ ru W/ 57W~Date~~~Ykf QTO FIELD ENGINEEdING QQ
#18 'O NXf
{ERS l$PECIF Yl Q Wb ~7
- 22. OFictd Engineering Disposition AOFtELD ENGINEERING RkDOMMENDED DISPOS 8TgN TO PROJECT ENGINEERING Resolution requested by April 29, 1977 l
Field Engineering recqnsnends "Use As_ Is"._ Pro.joct Engineering to review and evalunte. h/tSra_. .b krN!'Y~4d/$fl77 ("a ll. & Algl11 bN v lA
- 23. ProjectI jneering Disposition j /
4 l 1 I i 26 OC Acceptance ' GC ENGIN ECR DATE ! . I 2 O v,
- AUTH ORIZED INSPECTOR j
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( NONCONFORMANCE REPORT
- 1. Project Name Job No. 19. 20.
Midland 7220 No. 757 p.,e 1, _oe 1
- 2. Unis(s) 3. Drawing /Part No. Rev 4 Item Description 6. Item Location
#1 1-63h-4-10 Item 5 3/sub h ITT Grinnell #7 "G'8 Fig. 82 Spring Assy. Aux. Bldg. El. 58h'
- 6. P.O. Or S 7. Serial No. 8. Replacement Part S. Source 10. Contractor / Supplier 7220-M-10[ c No. 8-1HBC-22-Eh riaN/.1_. nEv N/A no. _ N/A _ Supplier ITT Grinnell -
- 11. Inspection Criteria fA 42. AsuE AUTHoRGZEo 93.
en No. SNETCH ATT ACHEo 14. Discovered During 15. Equip Furnesned 8y 090wa OsrEC DoTwEn ao. 1- 1 fh-10 o'TET'*" S"o*" Ov=* B"" O EC:a lBconsT O TEs7 OcuE=TCtaa Or'n
- 16. Nonconforming Condition:
Item 5, ITT Grinnell #7 "G" Fig. 82 Spring Assy. is shown on 24. Dhposhion Concunence eketch 1-634-h .1.0 as having ::. center-to-center span of l'-6". It also appears in "'" "" "' " " ' " " " " " xx the " Materials & Operations" schedule as a l'-6" oenter-to-center span. Contrary a . -$dd/*J f 7 to the above, Item #5 supplied by ITT Grinnell has a center-to-center span of ,""Y " ' ' ' " ' " " " ^** 2'-6". "Q" No. , Q y, y j mmh
/ Hold Tags Applied.
Hold fo'r'Erigi'n'eering Disposition. k'2./-7')
@""'""" ^*'
AUTHoftIZEo le '*ECToR oATE A / s
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- 7
- 21. Routing To MELo ENGINEERING Q To IUS lsPECIFY)
- 22. MField Engineering Disposition OF'*'o saa'a==a'aa arcomuEnoEo oisco.ificm To eno,ECT En.inEEn u.
flaterial Supervisor is to return item #5 to vendor and obtain a new itom #5 with proper dimensions and documentation. _ _ m
$ $ ,> l Y - 2 0 - T ~)
n G Ty- ' 6 1 ; ,. ,, m .,-
- 23. Project Engineering Disposition 1
o
. 26. OC Acceptance GC ENGINEER oATE AUTHo RIZEo sM$ RECTOR oATE v
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Om NONCONFORMANCE REPORT L 7o A.A. 4 - E -T
- 1. Project Name Job No. 19. 2~
Midland No. 758 Page _1of 6 7220
- 2. Unit (s) 3. Drawing /Part No. Rev 4. Item Description 5. Item Location Cormon H/A N/A curing of Corpressive Strength Cylinders Reptacement Part On-Site Test Lab
- 6. P.o. Or Spec No. 7. Serial No. 8. ,,,, 9. Source 10. Contractor / Supplier C-208, Rev. 9 N/A P/N _N[dk REv II/A_ No. _.H/A_. Subcontractor U. S. Testing Company
- 11. Inspection Critoria in NO - L O5-11 * *. asME AurNoRs EED s s. snErcH ArrAcreED 14. Discovered During 15. Equfp Furnished By DowG _ GsPEc DorNER N o. 6 , Rev 9 '"
O'v Cs dNO Orite:G m coNsr O rest OcLiENrOENo neLD IG. Nonconforming Condition: 24. Disposition Concurrence g
" ~ " "' " "
" Cylinders shall be made, cured, and tested in accordance with ASTM C .': & C-39."
ASTH C-31 states in part.... " Remove test opecimens from the molds at the end of 201-4 lir. and store in a moist condition at 73.4 +3 F until the moment of test." PROJECT ENGINEER DATE Contrary to this on 3/31/77, cylinders being cured in Tark #3 had a recorded temperature of 780F, therefore, exceeding the maximuh: cemperature. "0"-List #6.101. "" * """ '" '""" " No !!old Tags Applied, lloid for Engineering Disposition. Attached are the cylinders
- 17. He orted Dy
/ Date I ijfTt< (By Date 25. Disposition Results
- 21. Routing' h/ "
WW To Fs ELD ENGINEERING AL4 f.4' Y~
- Q \rO d E R SisPECIF Yl
- 22. OFictd Engineering Disposition OFIELD ENGINEERING Rf COMMENDED DISPOSIT8 TIN TO PROJECT ENGINEERING s Response reauired by 6/7/77.
Use As Is. Compressive test specimens provide, the bestidata available of the concrete represented. # f/[ g77
-lgk lg Aog kbS72 (f Ua V
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- 23. Project Engincoring Disposition l
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- 1
- 26. OC Acceptance QC ENGINCCit DATE p ,
AurNo 482E D INSPECTOR DATE
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NONCONFORMANCE REPORT U
- 1. Prolact flame Jota No.
Midland 19. 20. 7220 No. 7b9 Page 1 af 9
- 2. Unit (s) 3. Drawing /Part No. Rev 4. Item Description
#2 Sk 2-613-3-31 6. Item Location Aux, Bldg 3 sub 14 Fanger Mk h-2HCB-20-H18 .
- 6. P.o. or Spec No. 7. Serial No. 8. Replacement Part
,,, E Source 10. Contractor 4uppHer Elev. 576'-8"6.9-7.h,_
7220-M-106 AC N/A et" _H/1 REv w o. M
- 11. Inspection Criteria Supplier ITT Grinnoll, Warren, Ohio i, no' F.-2_,10-613-3 32. ASME AUTHORIZED 93.
SMETCH ATTACHED 14. Discovered During Mowo O tiPEC DoTHER a o. @" @* 15. Equip Furnishetl 8y
- 16. Nonconforming Conditions _ O vEs' " **
- Ya'o" DaEC:anconsT OTEsT OcteEnr Etna Orto a)Sk2-613->31 Bill of Materials indicates item Number 1 24 msposioon Concurance c) gfA is a " Fig 211 #1 Sway strut Assembly, 41/2 0.D. Pipe, Carbon Steel, W=O' 10 7/8", "'" ""
E*[,3 " ' " ' " " * ' ' ' " Load h9 #". Contrary to the above, the "W" _b)
$ dimen$1on of item Number 1 is 28 21/h". Fd8v s Y/5'/77 Location dimentions given for hanger It-2HCB-20-H18 (data point 663) do not aaree __
PR AOCT FIE'O ENGINEER m DATE with reference hanger isometrio (H-613 sh 2). Diving composite (M-31) or Civil fitrtmtural avnwing (0 2R3h ( g /PR [ CONSTR QC EN[ FEER b[DATE U Block #16 Coni;inued on page #2) ^ " " '"*" " ***
- 21. Routing
/ /h -g*7 TO FIE'D EN GINEERIN G Q TI:n T l hS lSPECIFYl /
/ 'f-// '(( *** " ' ' " " " " ' * " ' ' '
- 22. @ Field Engineeeing Disposition O riE'o Ea as n E E ain a a E deru.En oE o o, ,o.,,,g ro ,,o,,c, ,,o,,,,,,,o A) The sway strui. shall be removed and retained at the jobsite for surplus material.
A new sway strut per the latest submittal of drawina 2-613-3-31 will be installed when it is received. The shop order number for the new strut currently is EME 525. B) The proper location for this hanaer is 13' east of reference line 6.9. The existina hanaer shall be removed and retained at the .ir,osite for surplus material. 23 Project Enginsoring Dispositiorn D l i
- 26. OC Acceptance i
GC E*0 GIN EER UATE AUTHontZEO SN.PECTOR DATE i V 'd V _ _ _ _ _ _ _ _ _ __ _ - - - - - - 3
-~
- . w,Q
.. ,. 'e .a , ,- , .m - -
(
.e. ac= ~.';75L n
NONCONFORML lI)EPORT (CONTD) ' .ra:n_2_.erL - ThE above referenced drawings indicate the hanger should be located 13 feet East of Thi'629 reference
~
line. Contrary to the above, sk 2-613-3-31 indicated hanger 14-2HGB-20-HlO is located 3 feet East of the 6.9 reference line (r-. aanger has been installed at this location). c) The 3 bolt pipe clamp furnished with item Number 1 as furnished to the field incorporates two stude and eight hex nuts inplace of the clamp tension bolts. Grinnell hanger fabrication standards 141 and l ! m
- nna the crinnn11 hanger,__catalogne PH 76 indienigLtyg_hgxJead bolte and four her nuts are reauired. The !
] _ studa_fsrniehed_fLIn_ marked as SA 36 material. It is indeterminai.e if this substitution of fasteners is acceptable, and if the additional fastener weight has been incorporated into the total assembly weight as raquired by Standard 114 and Speo. 7220-M-209 Rev 14, Para. 1.0,e. E2E-011 "Q" Nuinber //,'/f/ 1 QC Hold Tag Applied. Hold For Engin't.ering l aposition. Block 22 continued: The hanger will be reinstatiled to the latest submittal of the drawino upon receipt of new material Der sub- _mittals 3 and 4 of sketch 2_-fil3-3-31. C) This is not a non-co.nforming condition. Substitution of studs for bolts does not affect the function or performance of the clamp. Additionally, the referenced documents are internal ITT Grinnell documents ' and are not revised to show_ minor substitutions as addressed by this NCR. Paraaraph 1.0 E of specification 7220-fi-209_Rev. 6 addresses the_ weight analysis of critical pipe systems not the difference of weight , between a stud and nuts vs. a bolt and nuts.
/1 A / b a -
) ~7
, t c e e e-a WfHee Copy - Originator i l Co y - PQAE Goldenrod Copy - QC
~'-
- v. b V
(* ~1 r, s . . , - t- y ) NONCONFORMANCE REPORT 4 "D *
- 1. Project Name Job No.
~ 7o A. A . 34 *M-T dc3 19.
761 20. HIDLAND 7220 No. PagelofL3
- 2. Unit (s) 3. Drawing /Part No. Rev 4 Item oescription 5. Item Location '
SWI N/A N/A Concreta Air Content
- 6. P.o. Or Spec No. 7 Serial No. 8. Replacement Part Pour #SWI(630.0)a'
,,, 9. Source 10. Contractor / Supplier C230 Rev 9 N/A r/N MIA_ REv N/A. NO. . N/A. Subcontractor Champion, Inc.
- 11. Inspection Criteria IR NO. _C _lJ0 1 RQ 's. AswE AUTHORizEo i s. sRETCM ATTACHEo 14. oiscovered ourine 15. coutp rutnished ay
(*]O wG G sP.;C D o THEse NO. C-230. Rev. 9 O'vEs "G"N O Oves B" Da E C:GGcONsT O Test OCuENT DENG tir'o _16. Nonconforming Condition:
- 24. Disposition Concurrence
" ~ "" "" '" ""
" Total air content of the concrete, as measured at the point of placement shall be " ' ' ' '
not less than 3 percent nor more than 6 percent of concrete by volume." Cont rary to PROJ ECT F8E LD ENGINEEfe DATE the above for placement of Service Water Structure, West Exterior Wall 3rd Lift. _ PROJECT ENGINEE st DATE the air entrainment at point of placement for Ticket #14752 Truck #29 was 2.6% and Ticket #14754 Truck #30 was 2.5%. '" ' """ " """ A total of 16 cubic yards was placed with low air AUTHORl2ED $NSPECTOR DATE content. "Q" List #1.505. 1 Hold Tag Applied. Hold for Engineering Disposition.
- 17. neported Dy Date 1 a y 25. Disposition Results 0, A U.L.~ A -\% -M d.Ca 9 @ ate /&W
- 21. Routsng 70 F8 ELD ENGINEERING Oy [RS[$PECIFY)
- 22. OField Engineering Disposition MFIELD ENGIN EERING RE4".OMMENDED D'5POSITIO'N'TO PROJECT ENG8H EERING Disposition required by 6-1-77 "Use As Is" Air enntent uas-increased on the_second trurt but still resulted in a loir end of line air test. Further increase on the "M truck resulted in an end of line tcat of 3J1 The non-conformino concrete will be effectivolv nrotected from freezinq. in service, by the circulatino water intake structure wall on one face 22--s..i a
.s.3.m . afy.;.
and approxinato io.4 to 6 feet of water on the exposed face. durino oneration. The botton of this lift was at approximatelv Elevation 620.' . Son attachnd Qntch and test report. WE, /J1 <Mtc/77 sa . [r C by ~# _23_.fp. .me.- Er.nenpiim Demc8
- 26. OC Acceptance QC ENGINEER DATE AUTHO RIZED INSPECTOR DA v v v
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IN PROCESS CONCR ETE TEST R EPORT 'i^'.'g cQNtaO . NO. FttE V3..
- 1. iN$ptcTioN etAN No. .-\. 2. c Arc MM 3...;g \ o, M CONCRETE & PLACEMENT IDENTIFICATION
- 4. PLActugNT setNTiricAriom 8 klI b 2O C TNINsEcT.Q TEICE )$kb3. Q 5.cNcacTs cLAu I 6. uix Mo. C-2 '
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- NONCONFORMANCE REPORT
- 1. Project Name Job No.
- 19. 20.
Midland 7220 "** * 1 ' 1
- 2. Unit (s) 3. Drawing /Part No. Rev 4. Item Description 5. Item Location
#1 1-63h-h-lh Item (8 3 Sub h/F3 ITT Grinnell #8 "G" Fig. 82 Spring Assy.
O. P.O. or Spec No. 7. Serial No. 8. Replacernent Part Agt. Bldg. El. 8s8h'
,, 9. Soulce 10. Contractor /Suppliec 7220-H-106 10-1HBC-285-H2 PIN
-N/4 REv N/A NO W/A--- Supplier
- 11. Inspection Critoria en n N/A s a. AsuE AuTw 2Raz=o e s.
ITT Grinnell sMETCN ATTACNED 14. Discovered During 15. Equip Furnished By
@owo O SPEC
- 16. Nonconforming Condition:
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It also appears in _
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the " Materials & Operations" schedule as a 2'-6" center-to-center span. Centrar.r to the above, Item S supplied by ITT Grinnell has a center-to-center span of l'-6". Ylo/7 7
^ * ' '
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"Q" No. h.3h1 1 Hold Tag Applied. Hold For Engineering Disposition. " ' " '
_ JECT CONSTR h ENGINEER
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( . -77 DATE AUTHOR 0 ZED INSPECTOR DATE k 44 k/ &!V tr //~lZ *1~) yf f
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- 21. Routing @ TO FIELD ENhlNEERING DT Ra(sP'ECIF j ' '
- 22. QField Engineering Dispodtion OP'E'o ENa NEER'No Ae Coa *=ENaEn oisPo{iTip To PRosECT ENo NEERiNa flaterial Sunervisor is in entnrn itom an ta vendor _and-obtain-a-new4temf8 with proper dimensions and_dncomnntatinn . - >
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- 26. OC Acceptance GC ENGINEER DATE AUTNOHi2ED 8NsPECTOR DATE j V* v
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' 5 NONCONFORMANCE REPORT"' ,' [ .I * '.'
- 1. Project Name
.' N.
Job Na. . tildland Project ' 7220 -
.i .. .
19. No. Ifb .
. 20.
PageIol. id_ ,
- 2. Uns:(s) 3. Drawing /Part No, How 4.~ . Itern Description -
Cra n t . 82
- 6. Itses Location 7220-C38-412 : H/A . ' ' ' ' .
- 8. P.O. Or Spec No. 7. Sarial No. 8. Repla:ement Port Structural SEenl Boam containment #2 e El. 6 0'., h 4 9. Source 10 Contractor / Supplier
- IIIA "I^ aEg .N/A ,,o, C-33 He r 1. e'a n 'N/A
Inoalls
- 11. Inspection Criteria .
Vendo*' ' '
,, n o, WA :,, AsME AUTitoR8EED g 3 =, enETC04 ATTACH ED 14. Discovered During Dowo D's EC
- 16. Nonconformens Condition:
OorwEa no. AM O 'v"E s'""* Fn"o" N*1 b* OriEC a dcoasT O TEsi DCostaT OEno Urun
- 15. Esquip Furnished 87. A Qh1 01 0 U2 02 W-h sW'hMdb ww. .
- 24. Disposition Concur,.nc.
consisting of a S/8', deep cut in its web at the cope as shown.- .i nEwonM nEJECT nErmen usE As es ' f ~ '.
.s This violates' ASTM AG-8.3 which requires cuts deeber then 1/32" to J T be repaired. '
e PROJECT FIELD EnG8MEEfg DATE Dean to be stored in place. Final connection of cut end to be. Pn oJ E CT,E N GIN E E R .-. D AT E
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inade pendino disbositton. 9 ' '
.8 . -
r' PROJECT CoNsTR QC Eth48MEEn 2 DATE * . e.&
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' , AuTHoRiEED BMSrECToM ' ' .DATE Ono 00 Hold Tag Applied '* . ' '
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21, Routins 0 To riEco EnGinEEnina ' ' D 'togyas isrECerv -{} . . J. .
- 22. QField Enginseeing Disposition. Ors ='o =aa'a==a'aa ancoMusao=a o'5 eonoa To eao3Ec7 maa'a==a'aa *; .
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NONCONFORMANCE REPORT
- 1. Proe est Name Jott N%
rc, A . A . 9. ic. n Hidland 7220 10. No. g - 20. Page.l_ of 1
- 2. Unitis) 3. Drarsing/Part No, n o. 4. Item Description Auxiliary Bldg. 7220-C-227
- 5. Itim Location H45'0" 7 Type C-4 Structural Steel Embeds 4'6" south of EK G 5.6 &
G. P.o. Or Spec No. 7. Serial No. 8. Heplacement Part
,,,, D. Source 10. Contractor /:;upplier H/A / . '4 ren JA._ nEv .NA__ ao. NA_._ Construction N/A
- 13. Inspection Criteria , ,, n o , . NH ' .. A.uCAurnoninco t i. .wE,Ca .TrACnEo is. oiico..c.a o.,ine is. i: qui, runniihea ny m wo Qse,C potutn No. U10 -C-2 27 a',",',"
- M *o* O v s' Gao I G. Nonconforming Condition: g ,,rC:o U c o a sT Q Tesi OCuEar C9caa Or'=
_ 24. Disposition Concurrense connectiono 4'6" south of EK in 5.6 and 7.4 line walls. Top of bmbeds at Elevation "'" "" "c' """^'" '^* 645'Ol". Contrary to the above concrete was placed to Elevation 644'6" i on 5.6 i line and 645'0" t on 7.4 1,ine without the above mentioned embeds in place. '" c' " ""a'"**" "'"
'O' List No. 1.202. 1 IIold Tags Applied. Hald for Engineering Disposillon. ***""'""*" "^'*
PetOJECT CONSTR QC ENG6HEErt DATE AuTHOM8 ED st49PECTOft DATE
- 17. Iteported py Date 14 0 Date
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- 25. Disposition nesults
- 21. nouting Q 70 reELo rHGlNEEftlNG QT H'E ff S l SPEC 8F Yl Lf4 L/-] f
- n. Orioia casinee,ine oliposiilon W r' = 'a 'a '" < < "'"II/LTJ._p a a = c o a " * '* o < a a' a ro)' ~aa ' a 'a o *
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- a a '" c = a Field reconenends that in place of the C-4 cmbeds,AKWIK bolts (or equivalent) bg_u.lesi (9 aEchor a_nlaMe to the wall. Engineering to evaluate plate size and number of anchors required. ;/A) Y 67//) .
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, P,csolution rtquhrd by 5/15/77,V' () 9
- 73. Proj:ct Enginsesing D spoillion i
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- t. 20. OC Acceptance
, QC ENGINCTO DATE i
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- 2. 3.' Drawing / Pert No. . ' nee 4. Itein osseriptiori.
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- 6. P.O. of Spec No. 7. Serial No.
L. fleprocement Part . .g,.
't Elev. 673'-0". to 744'-o" ,
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- 9. Source . , . - 10. . Contractor / Supplier. - .ji . , -
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- 11. Inspection Criteria N/A Subcontractor.' Bagwell Comtings- . .' -E' 7 /T. L '. :[G *; j';
e ,, No _ ___ N/A- t a. AsuE AuTNORizED e 3. sMETcH ATTAcNED 14. Diu swored During 15. Equip Furnished By . Cowo OsrEC DoTHER N O. G-1AU ReV. _# N S'E C YlO REQ 0
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- 16. Nonconforrning Condition:
O'v E s -50 i . OcL ENT OENa OrLa ..'.,'.i Due to thu termination of Bagwo11es services'on-altas the* follow. 24- Disposition Concurrence , a*..t e
,l 2'f ing contractor HCRs will be closed and re. yened with' this docussento* Bechtel.Dwg.,f. ft EWO R K REJECT t R E P AIR USE AS IS = -
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(7220--F5K-C-67(t.P2), Rev. 9 is attached showing location.of noncotiformances@. 5 ;ij '^ ' ' P 7 ,['. PROJECT PSELD ENG8MEErg DATE item #1 - HCR 1175-1RW, dated 1/17/75, ' indicates coutsmination of sinc prinser. , ' ff. ~
* ! p' (6 necked off aream - approxe 20 sqe f t.). . Conta:rination coming from voo' dan' h,6.s9 PROJECT ENGsMEER DATE
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cribbing used for atacking plates. Flate' No. ' C -11i-33. ' -
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Item #2 - NCR 1155-2RW. d;sted 1/15/75.', indicates contamination of khc nr,.f me r i'l#. ,,~A - 6 I"
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- 22. OField Engineering Disposition OFIELD ENGINEERING RECOMMENDED I S PO SITION O PROJECT ENGINEERING..{j
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