ML19329E908

Forwards Nonconformance Rept for Nov 1975 Per 730326 Condition 4 of Memorandum & Order ALAB-106 & Amend 1 to CP

ML19329E908
Person / Time
Site:	Midland
Issue date:	12/19/1975
From:	Howell S CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.)
To:	Knuth D NRC OFFICE OF INSPECTION & ENFORCEMENT (IE)
Shared Package
ML19329E909	List: ML19329E908
References
ALAB-106, HOWE-182-75, NUDOCS 8006180761
Download: ML19329E908 (1)

Text

{{#Wiki_filter:O /;*% Consumers 3 i: A POW 8T n Stephen H. Howell s Vice President x, -} Q General Offices: 212 West Michigan Avenue Jackson, Michigan 49201 December 19, 1975 Howe-182-75 1 Dr. Donald F. Knuth, Director Office of Inspection and Enforcement US Nuclear Regulatory Commission Washington, DC 20555 MIDIAND NUCLEAR FIANT - AIAB-106 MONTHLY NONCONFORMANCE REPORT }X)R NOVEMBER 1975 In accordance with Condition 4 of Memorandum and Order AIAB-106 dated March 26, 1973 and Amendment No.1 of the Midland Plant Construction Permit, enclosed are ten (10) copies of the nonconformance reports for November 1975. The report j consists of copies of Bechtel Nonconformance Reports and Quality Audit Findings 1 ( written or closed during the month, all sheets from the Bechtel Nonconformance Report Log and Status Book which reflect open Bechtel NCR's, and Consumers Power Company Nonconformance Reports written or closed during the month. There were no Bechtel Quality Assurance Discrepancy Reports or Management Corrective Action Reports written during the month of November. 1 CC: JGKeppler, USNRC "O ? ::d a 8006180_'g 5 104;3 WNw

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• PAGE COMPL a.e. ena. ssG n l,/ WI 'r

s. PROJECT No.__2220

--v-

• ORIG.

NONCONFORM.\\f1CE STATUS NCR NO. DATE ~ PREPARED BY DESCRIPTION /RE \\1 ARKS s. 1.o,1c e.omic ' care ROUTg xkTD RETD CLOSED CLOSEDBV 100 i-23-7h A. L. Boulden, 0-111. Fit-Un of Penetratior R-1-L out of Spec. .N4, 5-2 4 -71 6-2h-7h A. L. Boulden 1.212 5-24-71 6-3-7h 101 4-23-7h P. T. Carpenter C-208. 4th &-6t_hlepent User _ Test Out of Suec. No 7-17-7L 1.12 7-19-7h L. R. Albert 6-3-7h {_g 11-6 H.D. Foster 102 5-30-7h H. D. Foster C-110. Final coat of liner rintes S2-h-U-1 & No S1-1-U-1 insufficient in Mill Thickness.1.2h 7-22-7h 8 - 1 6 76 103 S-31-7h A. L. Boulden C-111. FlOQr_lineI_phtte F-8-L cut incorrect 1v. Field No. $~31-7h 3-31-7b IN2-7T A.L. SegDE 1.21 Field 1 014 i-31-7h R. A. Moray C-2. Fhterial_Tes_t_Bepor_ta_fgr Trunnet AQAY.D_9n_3g-7 Ho 7-8-7h AEOs 98, 139, & 168 not received. 1.13 i-3dh E3-7h 0-2-7b

1. 7# AE i

h n ttrnnn Prnmon wittt_unacceptablo Aug ' Field 5-26-7h 6-26-71 J. P. Soll; 105 '5-h-7h S. Grant, H. B. C 9-a Nordatom Wolding at receipt inspection. 6-h-7h No Field 6-t-7L 106 5-I-74 R. A. Moray C-2. 12 Side Frnmen not fabricated per approved J'8 7-8-74 7-22-7h R. A. ay t vendor drawing. N/A >-25hh No 4 107 5-h-74 R. A. Moray C 9. 6 Side framen anmged proir to reccipt Field No 7-2-7h 12 27 D.b b :Pb inspection. 6-h-7h 74 Field 6 71, o 108 b6-h--74 J. C. Fitzgerald

h 36._.Litting of part numb _qwin_d_]Leat ngboro g,s, 7-26-7h c} ppg Q coggp requiring mill certification.

1,h2 6-6-74 No m 109 G-6-7h W. C. O'Neil C-111. M13 Imbed beams mi_callinned in Coatninmei t No 6-11-7h 6-1h-7h o N* 1.h4 IH374 A.lo m tsy 110 6-10-7h R.' A. Moray C=50do Pnnntrationn partially embedded in Field No L13-74 .1. / 9 2 ray nud. 6-11-7[ 6-17-7h 1.212 111 3-10-7h J. F. Gibaon ( 111-Finnv P a+na W-F-19L and M-P-9L M a-No 6-11-7h 6-1h-7h l M-y,4 ygggg ,, m alligned. ,, g ,,pq b#-------------------------------------- --------- 1=L# "". } .2 =ce

7 ( O. 5 ' ' 2 ;) V NONCONFORMANCE-REPORT LOG & STATUS BOOK 4 ' N 7 8 r- - ll e s..[l Njymg /, 7l

• f'J )Z-neronT oave PAG E CO MPt.

i a.C. nna. sect 'lOOsk 4

s. PROJECT NO.

7990 g

• ORIG.

NONCONFORMANCE STATUS NCR NO DATE PREPARED BY DESCRIPTION / FEMA 7tKS e. 1.oaTc s.omic

• .o,Te so.

[ ROUTg XMTo RETo CLOSED CLOSEoBY l 112 6-5-74 S. Grant L2-tinting of rigid _cheathing nooitioned out-No 5-19-7h 7-5-7h 7-26-74 L. R. Alberi 31de of tolerance. 3,y3 113 6-1 1 - 71. M. P. Hendrick C-50._Bulce_in_ chop 3. eld.._.]iner plate SG-6-U-2. Field No 6-21-7h 8-7-74 A. L. Bouldi FIP C-111-22. ~ 1.21 1114 6-12-71 W. C. O'Neil C-111. Repair in accordance_with FCR-C-3

• n No 3-12-74 6-12-71 6-12-7 4 A. L. Boul Liner Plate Assy C-111-2.2, veld gap out of spec

-2. Tbcumentation of truget tubes. MRR_Akbl N.. 115 6-1 2-71. R. A. Moray C not received. 7-M h 8-2-% $$ g g, g4 3,33 2-7b NO 6~1b~7ll 116 6-12-74 H. D. Foster C-110. Rotoat of Liner Plaj;es out-of-Spec due t 11-6 H.D. Foster craters, pinholes. 1.2h -75 I 117 (-114-7h L. R. Albert 3-210. Zone III Soils tests out-of Spec. Relative No fi-21-74 7-17-7h 7-19-7h L. R. Albert Densities. 118 fi-1 8-714 L. Shively C-231. Rebars bent out-of-30ec with relation to Field No fi-21-7h inside radius. 6-18-7i 1-7h74 L.5# NS: 3,33 119 6-19-7[ L. R. Albert G-5. Nelson Sturin moyed from Rneniving Avon No di-21-74 3-27-7h 7-5-74 L. R. Albert l prior to rele;se from Receipt Inspection.3,g 120 6-20-7h C. F. Clark 0-111._ Liner Plate S6-2-U-2 d ulge in nhnp weld Field No 6 711 I m evi 708'-9" 6-20-7h 7-29-74 A. L. Boulde 1.21 121 6-20-714 C. F. Clark 0-111._ Liner Plate S$-1-U-2,_hulgen in nhnp unli s Field No 6 - 2 1 - 711 3 ev. 708'-9" & 7hh'-6" 6-20-7h 7-2 9 - 714 A. L. Bouldo 1.21 122 6-20-714 L'. R. Albert HOAM. Nelson Sluds procured without reference to No 15-21-74 6-28-7h7-3-7h L. R. Albert Suppliers Quality Assurance Program 3,g 123 6-21-7h M. P. Hendrick o 111-h1ca in ahnp valrl,._14nnv pintn anny Field 6-2h-7a 33-10-U-2, Elev. 7-8'-9". 6 71, No 7-15-74 A. L Boulden 3 3,p3

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REPORT DATE 103 #4 8Y r< J:l~,,?=2.

1. PROJECT NO._

1 7210 PAGE COMPL. jl* $ 4 .5 '(; NO. DATE PREPARED BY

== Q.C. ENG. SIG /b L NONCONFORMANCE 7, 196 DESCRIPTION / REMARKS STATUS 10.i = d; i 74 L..'ohnson 8-

-231. #8 Aux _ Rido Robart hont ROUTE X D

^ E CLO5ED CLOSED BY 3rly, Elev. 584' S(197 10 74 W. O'!!cil 1.203 10 74 innrnA-rield flo 1 )-30-71 -111. an-Liner P1ateShnn weld bulm1 Land broken i t 74 L. Johnso 198 10-14-74 P. Carpenter

-Pil. Miuinn tost 1.109 _ rield 1 )~28-71 10 74 !!o (0 74 lackfill far structural A. L. Boul.

199' 1 0416 _:ield LO 3 2 i - 74 L. Johnson 1-002 14 L R. Al bert

-231. #8 Aux.

2 rly Bido Rehars bent 2-13-7;5.- 1_ innron-rieldv 1h.-l'l-7 200 L O 74 E.11anning 1-115. ?!-Stlan not 1.203 [0=16=74 tio 10 '4 1 .i - Eo sppol 2-GCB-009-S613-3normanentiv fixod r _. Johnson 201 (0 ield 74 E. Manning A'S!1E 4.134 _10-16 74 l10 1-28 J.F.Gibson 1-115 rl-Stano not nern.tnentiv . 0 :'4-7 5 to spool 2-GCB-002-5613-3 fixed rield 202 LO _ Ast1E 4.134 74 R. A. Mo ray 1 9-23-71 E. Mannino !0-16 '4 flo .0-18-:'4 1-115 Documentation nroblen for 900 in spool 2-GCB-015-S613-3 FL II. S. 203 10 74 H. D. Foster it-115. ASME 4.134 !0-16 '4 tio . 0- 31 p'41 71R. A. !!oray 2-GCB-016-5613-58,2-GCB-113-S613 2Bendsbuckledandf 204 10 7 ield 1 7< l 1-28 4 R. A. Itoray H.D. Foster nrar nocumen t h r in n _ . 4.1 14-19-L6 74 -75 -75 L1-1. "or B-67'-2012-50-1 rocn<vind rnr 205 0-21-7 ASME 4.028 - B&W flo .0-23-T4 1 C. Boothe 4 L. R. Albert LO-18-J4 C-232. Failure 1/-23-7-1 1 in 11a ters toz Adhos ivo !06 .0-23 74 1.106/1.206 _ ield.0-23-74 1 2-13-71 L. R. Alber: R. A. flo ray h0-21-P4 11-14-7/ it-104A. Siissinn G-3710 Fo m from Von-07 . 0-23 "4 M.S. tio 0 4 H. liailley ASME. 4.353 .0-24-?4 R.A. Moray q-39. ljt! HA-7540#8 Reba r broke when told bendino 0-31-74 ) O.103 09/14 0C I I 1.103. 7ield ll-b , 0 T4 fio 10- 31L-R ~7N

• I f ""7 N

l

NONCONFORMANCE-RE LCG & STATUS BOOK u. PAGE COMPL. U#dd*

1. PROJECT NO 7220 a.C. ENG. SIGN f;

SAWS ~ 'JCR ORIG. NONCONFORMANCE PREPARED BY 8-nouTE "xMTD "'EIN NOSED ^ NO. DATE DESCRIPTION / REMARKS CLOSED BY 12-19 1-14 L. Shively 256 12-19 A. Boos 1-231.~ Aux Bldo Rehar innroneriv cut rield -74 Juring bending 1.203 (2 74 11 -74 -75 257 12-19 R.A. Moray IFf1C-1. Innronerftill Test _ Report on sield 1 1-14 1-15 R.A. Moray -74 E.6010 lleid Rod Varies I ?-RO-74 -75 -75 -75 14-258 12-23 J. Aldridge neam 219R1C Fabricated frnn lo Y sield 12-31 3-12 'L. R. Albert -74 210 ma tl, no t 30 X 190 1.201 i ?-24,-74 =74 -75 259 L2-23 J. Aldridge 1-115. Spools not marked per Spec f4-201 sield 1-3 1-28 4-18 R. A. Moray -74 Jocuments not Shop Inspect.ed.ASl1E4.124 l a-R4-14 -7 s -75 -75 1-15 260 L2-24 A. Boos 1-231. Rebars omitted from Aux Bdin lield 12-3' -75 11-3 D. L. Osbom -74 falls 1.203 i ?-24-74 -74 -75 261 L2-30 R. A. Moray Lt-104A. Markina and G-321l1 Forms. Pion 'MS'.6 fio 1 4-18 R. A. Moray -74

ize

/SME 4.104 + L2=31=74 -75 -75 3-3 262 L-8-75 R.C.Boothe !!-1. Humiditv indicator on Steam Gen. B&ti -75 4-18 R. L. Bowren f 59-El-2012-55-12 ASME 4.021 L-8-75 rio -75 263 L-9-75 R.A. Moray 11-104 A. -Pi ne ma rk i nn, not released, no 11S ilo 1 4-18 R. A. Moray X-Ray Films ASME 4.111,4.134. +J 7E 75 -75 !264 l-9-75 J. Aldridge F1-1 ~ P r n t o r t i v o enatinn nn 9tnam nnn B&H 3 9-22 R.A. Moray. 2SGID ASf1E 4.021 1-13-7 3 (10 75 -75 1265 .-10 J.C.Aldridge C -233A. Drawinns not availahin. wrnn{IEL D /fl. S. 1 1-21 R.A. Moray 1-10'-75 flo 75 -75 -75 FMR fiumber 1.101 l266 .-14-75 C.F. Clark C-111-1iner Plato damann duo tn firo qttd 1 1 1-31 L.R. Albert 1.109 i 70 75 75 -75 3 3-12 R.A. Moray 267 1-15-7 5 R.A.floray Lf Fff r 1 F An1n wnld rnd cert 4fication Field 1-22 -75 -75 1-15-75 =75

11. PAh C-G31 O103 09/74 OC 8,

l l ) .R ,/7 ,y _a LJ K i x / NONCONFORMANJ.E - REPOR LOG & STATUS BOOK

i w'

12 - > n-e a a v-1.s REPORT DATE'* '* - 0 F Q,h PAGE COMPL. l

1. PROJECT NO.

7220 AEE N NCR ORIG. ).h NO. DATE PREPARED BY NONCONFORMANCE S AWS DESCRIPTION / REMARKS 'nouTE ~ X T CLOSED CLOSEI . JF. -J.Y S >ze-n :r P c-316 6-30 L. R. Albert

-211. Structural Cackfill Mat'l not icld 7

9. 47 -7.5 )f Gradation. 1.004 -i-30-7 7 75 7 J5J.P.Co p i 317 6-30 11. Shaul -38. Damaged Beam, Shipment C-26 'l 7-7, 8-14 R.A.Moe -75 eield 1.201 7-1-75 -75 318 7-10 R. A. Moray ri-204. sa n riv i k nA Manual nnt annrnund field 7-15 8-13 8-14 R.A.Mor, -75 hSilE N-H-75 -75 -75 cy. 319 7-17 R.A. Moray C-38. Beams made from wrono size matl J4ead 8 41-26 R.A.Mora 7-24 -75 -75 75 -75 1.201 C-29 7 =17=75 i.: 320 3-1-7! R. A.Mo ray M 11r; Excess Mat'l not shon i n s o n c t o rl _ Field, No 10-6 f no G-321D. 4.134 AS*1E o-7-70 -75 i' 1 321 3 L.R. Albert

-239. Concrete Tenperature io.l.d.

9-11 11-14 11-17 L.R. Albe: -75 C(622.25)a' 1.105 L.A,-J.5 -75 -75 _73 322 8 LR Albert -23n. cnnernte Air Content ttcl-d-- 9-11 11-6 11-7 -75 C(622.25)a' 1.105 NM+ -75 _75 -75 D. L. Osb: 323 8-5 R.A. Moray 1-92. Storano F _ l 9 "1 PR "ntnr nnt rjeld No 9-12 R.A.Mor -75 rotated per schedule. 4.001 8-6-7' -75 Ta w s c -il-15 f.R 4c.cs 324 3-6 L. R. Albert C 910. Plant Arna Fill mnitturn holnw E-i g3 d 8 f-//- 75 -75 requirements. 1.002 =,E7E75 -75 0 75 8 5 L.R.AT 325 8-7 L. R. Albert C-208. rnnrrntn co inaars nn+ c" red Eicld 9-11 11-1h L.R.M -75 per spec., temper'a:ure. 1.205 3-7-7F. -75 -75 -75 U-Zb /rce x 326 8-11 J.P.Connolly C-231. Reba rs 0 lini t #7 Pine Tunnel -r=fel-d -75 v-z-75 9-5 L.R. Albe: ' -if -75 not bundled. 1.203 B-42=J5 3-4-75 -75

v..,'

327 8-14 R. A. Moray C-38. Fabricated Baam lenoths Field No 8-25 -75 1.201 E 75 -75 bq) AAO 103 09/7 _, s,3 Page30 yli.PA' }

) J .__ _ -.._ ( ] ~ NONCONFORM. I-REPORT LOG & STATUS BOOK 12. REPORT DATE f~i'M '? ' / PAGE COMPL. !/"/ ~ 0.C. ENG. SIGN ^^ , ~,

1. PROJECT NO-7220 f

b^ "NCR ORIG. NONCONFORMANCE PREPARED BY NO. DATE DESCRIPTION / REMARKS ROUTE 'X TD C OSED CLOSE C-38. Shear Studs missinn fenm en1"mn Field 8-15 9-30 10 ' g,.p,, g e ~ 328 8-14 A. Boos -75 Pour A(614.5)b' 1.201

8=44=F5=-75

-75 11-4 11-1h L. R. R 329 8-20 J.P.Connolly C-230. Air and Slumn tests. Pour - -F-idd 9-11 -75 -75 i -75 A.(613.25)a' 1.205 - M-1--74 -75 330 8 J.P.Connolly C-230. Air tost at ona nr n"mnline Field 9-10 11-6 11-7 L. R. A1 -75 Pour.A(612.5)a' 1.205 8-21-76 -75 -75 -75 11-1h 11-1h L.R.nbe 331 8 7 L.R.A5bert C-230. Fl yAsh con tent. P o u__r_ # 8. F.i c 3 d 9-11 -75 -75 75 A(611.75)a' 1.205 8= 21=75 -75 N "', 9 ti- } - 7 >

b. L. 0 > L 332 8-21, L.R. Albert C-230.

Air Test Ele s ul t s. Pour! Field 9-10 ~73 A(612.75)a' 1.205 Br 22-75 -75 11-6-7511-7-75 D. L. 0: L.R.b Fi ld 9-11 11-6 11-7 333 8-29 L.R. Albert C-230. Air Test results. Pour! -75 A(613.25)c' 1.205 8-29376 -75 -75 -75 Eield-9-10 11-6 11_7 L. R. A 334 9-3 L.R. Albert c nn ai,. Test r 2s ul t s. Nu r -75 -73 _7g -75 A(614)a' 1.205 '0-3-76 cr..- or; 7: a.t 335 9 L.R. Albert G230. Air content, Pour #9 E.icld 9-11 75 A(612.75)b' 1.205 F g 3-5 -75 11-6-75 11-7-75 D. 1 Oj .w ' n ., s ) 5 0. w x,cl' 336 9 L.R. Albert C-230. Slumn test ros ni ts. Pnur - Fic3d 9-11 75 A(612.75)b' 1.205 g c 25 -75 11-6-75 11-7-75 D. L. Oi C-233A. F-3043. F1. Documentahib 10-10 10-10 R.A.M( 337 9-19 R.A. Moray tion missing, AE3 g -2051. tto 1.202 5 75 -75 -75 -75 338 9-22 L. R. Albert C-230. Cement used without acceotance f-ivl-d % 9-30 9-30 L.R.Al -2-2

1. ['-, 5

-75 -75 j -7 -75 test. 1.105,1.205 10-28 ve /!I-it IH1's L.V idf ~ u 339 9-22 L. R. Albert C-230. Cement weight less than requirec Field -75 Pour A(608.67)a' 1.205 9-22-7 5 -75 11 18 11-1) L.R.H} 3 }. } 0 ^^ -'

• Page 31

} 3 ~

J g (\\ NONCONFORMANCE-Ri JT LOG & STATUS BOOK 22. '#"1-M 'b4* REPORT DATE /M "' V PAGE COMPL. ./ 7220

1. PROJECT NO _

STATUS 5 7.DATE 8.DATE 9.DATE 10. NCR ORIG. ~ NONCONFOR N CE 2. 3 4 CLOSED BY

6. ROUTE XMTO RETD CLOSED PREPARED BY DESCRIPTION / REMARKS NO.

DATE n 10-6 10-27 H.D. Foster 340 9-29 R. A. Moray ti-104A. Rain Splashed dirt on receipt Field -75 _7g of LS 9030 & LS 9031 ASME 4.104 9-30-1 5 -75 r/ C-1) J i 10-6 10-28 11-11 A.L.Boulden 341 10-2 A. L. Bo ul den C-111. Discontinuity in linor Plato fi eld = =10 = E=i 6 -75 -75 -75 ~ 1.109 = -75 Uni.t #1 130 N 10-29 342 10-8 H.O. Foster M ? n /t _ cadwald sniatter_nn 2ccn 77 1 1_ Field ~73 7 Reactor Cavity Drain Liae ASME 4.343 ] 0-8-7E 343 10-9 L.R. Albert C'-230. Concrete Mixing ~ Water Ph higher -F4el-d- /##U N -75 10-29 L. R. Albert -75 than allowed. 1.105,1.205 497 10g8 _7g 1-3 ' 11-13 R. A. Moray n ta Sheets-1nt rocoivied F-iehi No 11 5- -75 R. A. Moray F 07_ Mat-r e for RB Crane Motors 4.001 10 75 344 107g4 I~ 0-211. Structural Backfill m tterini fnilna mL4 -75 %5 10-20 L.R. Albert 1.002 10-20 7.? -75 Gradations. %6 10-20 L. R. Albert C-230. Flvash content high._ pony CClfi?O)n ' -Field-10-29 2 0 20 7; -75 1.105 IHS-76 44'}LBot 7 -75 tyy,[tH7 11_/ 6 11-26 L.R. Albert C-230.' Slumo t8 high at end_of punplinn; pnne -Piel4-10-29 i %7 lo-20 L. R. Albert 1.20$ '0-20-7$ -75 _7q , 7q -75 A(613 2$)a Field No 10-2h-10-30 H. D. Foster 0-111. Liner Plate a..ap imperfections _S2_$-f l_ %8 10-20 H. D. Foster 1.109 u0-20-7f -75 -75 -75 /st-14-u-1 Pield No 10-27 10-30 H. D. Foster 0 111. Liner Pinto inminntions pinton R9 19 IT1 1.109 .0-20-75 -75 -75 %9 10-20 H. D. Foster -75 /st-15-u-1 NO 11-11 M-1. Damage upon reciept o.f Mi-2013-KO 1 B&W -75 350 10-27 R. A. Moray Reactor Coolant Pipe. AIME h.018 10-27-7S -75 11-26 R.A. Moray 351 10-29 R. A. Moray B 1 R. Certi fi cati nn fnv Hn ti vnntamvn not M.S. No 11 -75 A75 received with shipment N/A 10-29-7!i 75 OC G3

11. PA' Page 32

] ~ :) AAO 103 09/74 Oc J) - ^ - - - - - - - - - - - - -

m... .~. NONCONFORMANCE-R LOG & STATUS BOOK 12.----------, PAGE CoMPL. / O.C. ENG. StGN h

1. PROJECT NO-7220 STATUS 3

s. 7 oATE 8.oATE

s. o ATE to.

4 NONCONFORMAKE CLOSED BY NCR ORIG. PREPARED BY DESCRIPTION /REUARKS nouTr xMTD RETO CLOSED NO. DATE No 11-26 352 10-29 R. A. Moray a-Pog cirnn4+ nronienen. wrer,2+nn; anm ena; ric1d .m _7g Identificatina 3 101 10-29-75 -75 c 111 1h Field No 11-5 11-18 H.D. Foster C 111. Deep imparrnntinnn n,tna nn 1.109 11-h-75 -75 -75 353 1 1-h H. D. Foster -75 during' coating work -111. Dome liner plate broken. C 111-1< Field No 11-6 35h 11-5 C. F. Clark C 1.109 1 1-5-75 -75 -75 Field C-230. Flvash below weicht on one ticket, pour 1.205 1 1-10-7$ 355 11 -10 D. L. Osborn -75 A(614)b C-230. Air content. Pours A(499)i' & A(587)b' Field 356 1 1 -11 L.R. Albert 1.205 11-14-7!i -75 ainnnnnnntoa ?ield F 1-193. M-92 Motorn hortte:-n h.001 I 4+75 357 11-17 R.A. Moray -75 358 11-17 H. Boleen 4 117 vnivo Tngcing vorniva+ ante,rinlated Field No 11-25 pf/@, -75 ASME -75 Ai r enntant hi rrh. Pc.nr #A(fi19In-Field 359 11-2h E. Dutton 3 230. 1.205 1 1-25-75 -75 0 Field 3-231. Curing temperature I elow 40. 3 hrs. t 360 11-25 R. Bennett 1.205 1 1-25-75 Pour #A(619)a -75 Pnni Field bhp. Cnnani t spnning, Auv Bl dg Rl nh Pncl 361 11-26 D.C. Thompson 3 006 12-1-75 31ab -75 Eickd-12-5 3-h2. Conduit size reduced. Auk Blde slab. 362 12-1 D.C. Thompson 3 006 12-2-7-5 -75 -75 pt1 sub a.cys tti.msos] %1 12-1-73 363 12-1 L.R. Albert c_23n _ pnil ing un +n unnr_ +nn+ _ 12 ' 75 1.105,1.205 -75 Page 33 )

. x. 'h h~gf) \\ ])h?ts. h ] L). ~)Lj ,', ( ~ ^ P "'102 ' "^*" ' NONCONFORMANCE REPOR or..,1' 6.. / 7;y - / s etteisverentrAsi t NO? ^ ^ l id C v'.' IOJt.c f No. " ~~ II. lat.8 YLuf is A'10 3 ft. p r.re.e i eO rd L O f er Uld Hi NL I' _Ivec._C-110 !I_ 7220 . I/M _ id 5p QATp - b>b - / " %" 1 EE~ [# fd '.',- D N L d.M [d.<A.JM;6s> E 3

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'S.bilf l ..Lincr_ Plate _S2.-h-U 1; R1-1-U=2 Perintin" Area. Mb b' f1EI'LACCMENT PA [~ gel __ M'. S. >s. ed 9 A L N U M UL R S. 57 A841 UP EV ST CM NO. .. g a l NO. R E V.

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s. runCN AsE OnocR NO.

so.OC riel.NscECTiON LAN NO. i s. nErLACEMENT sEn: AL NO. /. M/A __..... _ _. _ _ _. _ C-110-lb Rev._]. N[A G. CON tit ACTOfe/ LOC ATION 99.ASME O ves $7 souace dMM._04 @_'~ [#g/d m Hidlenri, Michig'an i3AfM BL' 6m.n tJ S ITEM E NC Subcontractor . ta[UTING INSTR U TOUNS: @ ROUTE TO FIELD ENGINEERING O aOuTE TO M ATERi AL su,ERvisOR - j l so. N a NCO NFO n M,NG CO No,7 SON, Final coat'io insufficient in Mill thickness o.f coating. Final millage (Average 1.6) l (See Attachments 1 & 2) Spec. C-110 Rev, h, Final coat millage requirement is i to h mils. + 10%. Tt SpCtCT'ac'AJ_ fr ~A;.ctJ,*%'iLivib^)CA. A/OT&i) 'D0i2./Sh PtWLAR J \\ One Tate Applied. 23. O F8 ELD DISPOSITION @ FIELD RECOMMEND ATION/ ROUTE TO rRO. ECT ENG8NECRING 2 8. FIE LD DISPOSITION R CSULTS: Field recommends that a second coat of Phenolene 305 be applied over the existing first fx.f5[ d6- &#r.o/ O-E ProcesA ng may proceed f;o j7a, g,/x,vp t,n.fy prol coat to bring the mil thickness within specification tolerances. i up to the point of crection. ('G)alh.c,x).Gf h Wf<zYhe N Y3!,'gs,' &p, 4 e.a. f;.,qns b.;k.k

• i.._ de....,. < AM Rf6 iM.A chyW Unoin cL(cnz,u:c in.;

~ ' 3: x:- ' u; & & 7Y 7R%E % g ALJ<.A x0/1c4 us Ho/a.deffe $d s: s e c er w L oi: MN 2 2. E N eetNEERING DISPostTION /# )

23. ENGINECRING DISPOSIT80N RESULTS: l

\\ Accept coating as is for repair and recoat after erection. Final acceptance oh coating to be after repair ;and recoat. - ~.. E' i .* '~- ~ (.,'s&, X*.} l j s ~ The above disgorosition applies oqely to nonegnfgrman g 13 ported'on Bloc'k 19, page 1. \\- l See sheet 3 contintinrinn nn n r1 i t-i nnn nnnn o_ &k. _ /, l' *. Jh;/ Y W/ ' ' ~

26. ftEJECTED M ATE:ll AL DISPOSIT80N O a<vuan to sweeus=

28.15 uCSIGN CHANGE REQUIRCD 27,oc[,ee,buce NO M.

1. ,4 i

,'U"" ~ O TEs.sEE 4TTACN. Epi.. 7 L R AWING REV. DCN avvnonesso seesescron on,s ' K s r2 C. a E V -- A D D- ~i '"a ~m.a u M

... s : , _ ~. ' NONCONFOR ANCE REPORT (CONTD)

s. nan 2_~rkh na.)02

_ nin a Un-19 continund. au 3 Final recoating_(Phenoline 305) of liner -vlate assem 1 ' with_ Spic. C-110___Rev. b with_the following_ exception 1 y s Sl-1-U-2 and S2-h-U-l was accomplished A. Plqt_e_y_as_mi_st coated __.1_to '4 mils and allowed to ance at 3 mils wet film thickness. _ cure q_minumun_of ten days and_then a r3econLeoa Note: 50% of the Liner Plate Assembly was v2inted with the plate ass the_ plate assembly in the_Xertical positiim embly in the horiz. position and 25% of B-WoriJ osition. l. Surf. age temparature of the s_ teel was 8h P spngification o calls for a ma:x. of 80 F. _Added information. o Paint Batch number hB1890, Cat. Batch Nunber hC171h a. b. Paint and catalyst were mixed for two minutes as ver carboline representative instructions. was strained through a 30 mesh screen. The vaint 4 qts _of_. thinner _was_uaed_for a j_ gal d A. c. d. Cony.cntional ni t gun _wan used. Fo_rjry__. film thickness see di_agr.3m on Page No e. ._.jn__ Speci_f_ication reguirement.a for dry film thickness 3 mils to h mils + 10%. = c. vertical _P_osition. - l' Surface __ temperature _of_.the_aieel vas 97 P . _.Ibecification_ calla for a mv. _ Added infomation. of_60 F. ndaint_ Batch 3 umber hB16%_.CatJatchJunber hm71h. .q b. Paint and Catalya.t_Worc_ mixed for tWo minutcS as _ _per_carholinn vnpresent.ative inntvnntinnn_ % pnint was_.atraine Lthrough n 30_ mech _acreen.___ = 4 ats. __of__thinngr_was__used for a 6 gal. }it. c. d. Cony.cntional nir_ Gun _Was_used. 7

.<. m

f*"' j For dry _ fi_1m thip_k.n_ess. see diagram on pgge h r y sp.

• • ~~

e. -- 3. mils to h_milA1 J0%._ ___ __ Snecification requirernntILfor_drv film ~" thi annnn h ), ORIGINATon t - w v Q C-G 2

jg'pp ~~^

• 's.em_3_or#

I *' c ao.4 ' i' NONCdNFO ANCE REPORT (CONT'D) i Block 19 Continued. After the second coat was applied no new bubbling [ When the mist coat was applied slight bubbling occu :cd. A e // j unn ohnowed and thn fini nh app. cars nmooth nna even. ~M-[N / t - rtsh, b-l0-W /) Block 22. Continued / v f lt, Engineering Disposition. \\ l roc n n t-i n n Use as is for the 75% of the panni which rncnivod finn 1 e 1, I- .I11R P i f I c A f i nn ? ?' Ttem n1 / ;, - Accept _ coating applied _at_84*.-surface-te.nperatare-of-steel. . (l af Spacifientian C-110, based _or. 4 , l The_surfaco romporntitre parametern have been._caangod to 95* in reviai I recorraqndA11ons_df_.the_conting_manufactura r - Irnm c_1 j. J Accep_t_ cont 1Dg_ applied _at_97* surfacc temperature of stcol. According to the manufacturer a 2* differenca in rcmperature from tha i r - recommended-95*-wil-1__ no t fr: pair the t performanceofthecoatingwhenappliedinaverticalpositionastheproblema_3ncnunteredinrapidan1ventQ evaporation are minimi=ed when coating is applied to a vgttigal_ Surface. 4..,,, -, -.-,i 7 ) g l .l e at only, shall be repaired and_ top _ coated. par finid rcmaining_25% of the_ plate which_ received intermediate 'U_!II:.lb b t \\ The ] . (g repair __ procedure approved _hy_ project _engineerinc- / k t -: b N -e <. 0_ V. b x, f ', / h '/ ayfy-;;;V c6 eveAs (J;+o1A/ llaM5uk ihd b 7-/-l ^h N y I'l^^* O '* L 'K' d- 'I BLOCK 22, A124 ENDED ENGINEERING DISPOSITION d6hrd E r m.( _ffe/zh [, Last sentence of inst paragraph is changed as foliots: h 9 + 7f.-g bdO* l .j i "shall be repaired. and_ top. coach.per_an. approved.rfpair procedure.as --_ m a) 4 w f f" n d 67 "e "

• ucau n y220 110. sec" " )

ORIGINATOR

I t 1 l. 1 ,.h VilND ERE1K3 6.6 65 S.5 s.O 7.8 ' 5.0 s F D Y 7.5 5.6 \\ v.G 5.0 55 e.O O.k h h<- 9 Y ~ 6 5.5 3.6 9.5 9.0 7.2 7.0 "O D. o 3v p-S .-i s 5.5 4.2 7.6 82 62 5.0 hg = Ltg O-t '+- 4.3 4.4 11.0 9.0 5.5 6.0 e x N'h. i A II.O 65 65 9.0 4g 4.6 q.N q E ~, .c0 3.: ~ Y 7.0 6.0 55 q\\ 4g 0

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2C l. -3 d. .,I 2 6 ca s v i nR 0 1 1 r C ee ? n ri 0 r_ 2 tegn sE a n E 2 d ioiA ? 7 l leOC rOFPO a n r. o i y e. t po a y C s c yp poyd i oCpo f C o rn i it yCe er c n n ld ak h ai o ep WCPG 5 ) S D 7 T h t N t O i 3 ~ ,4 I C w O 7 ( / e i ~ T c > J / R n Jc C. 3 O a P d O E r 7 a nf/ h R o / c c )j o g U p [j t e i_b, p ol f_ t l r y M 3 e/ g R t e7M,/ O ao ( F t N c O C r. N L b r O n I a N a s re g t e n r n i e i t e g a Ac n o E c tn n 0 e t eE 0 c j e n d d j n l l e e e R i i F F an t_ t n C c ) n e e ) d r j i. d e r O o g s u n u u r r ao nn 2 P i n i i t o t t R c ni o n O C n C n ( n ( p _ n 4 t Q i 2 i j 2 a s k o k a c p c l o n a o a l s B F B m l 1 e es s f,

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• d" -

NONCONFORMANC.E REPOR 2./d A WIN J /. .. O. 3 FI E V.

7. PROJ'g CT N D.

12. R E P TED Y

/7 8 OATE

25. DISPOS 870LN CGNCUdNENC3

_ Spen,_122 C-110 15 7220 Ne W ~ ' ~ > y lf^YE*]Y G iakip;_. n$ 7' Q ),'* [. < - e c^T' ^o"' Containment #2 & ' sect reale' a mes3; } 5. Tau CESC"" . $~ /6 W, U T,innr Plate Recoating .n 4' A [ 3 emo se s'a t t ~ //*/.I

1. EPLACEMENT PAR NO.

REV.

c. E E; AL NuMeER

s. ST ARTUP SYSTEM NO.

nh N/A II/A V I i y.,, [....*/ 's# yK g((. ( S. P'U 7.'C H A S E O R D E R N O. 4 0. QC F 8El.D IN SPECTION PLA N NO. 8 6. R EPLACEM ENT SE RI A L NO. .,, // b N/A /[' " ""* * * * *~'f/ ISC-h6 Sce_ Continuation sheet 9 7. SO U R C E O. CG NT R ACTO R/ LOC ATION e9.ASME O VES iTEu G NO Sub-Contractor _Bagwell Coating, Midland, Michigan s e. NGUT8NG INSTRUCTsONS: QROUTE TO FIELD ENGINEERING Q ROUTE TO M ATER4 AL SUPERVISOR 9 9. NONCONFORMlNG CONDITION: For recoaj,_ing nonconformances of _ Liner Plate Assemblies refer to Continuation Sheet. Page 2. Sub-Contrar. tor NCR No. 5081-1-RW Attachment one g ged. Refe 4 Sub-Contractor NCR No. 523h-1-RW Attachment two page h, Y /Yric-l 7??6% Wh'b//6cd c4fjj/hl b Gj Wyy 2 ). @ FIELO D8SPOSITION CFIELD RECOMMENDATION / ROUTE TO PROJf:CT ENG4NEERING 2 8. F0 ELF) DISPOSIT SON R ESULT$a 7,m Fou.u.,uc bFw 0$hr7 d (<pyL63,u fifer!bict{ @ nd fM Rework - Remove defective coatings and recoat in acc.ordanc_e_rith anglicable_mpecificatinnn - Plates may be erected prior to rework ,.. ('/nkj _, l'/ M // / .MrtJ R/6 /Vn'wEc[* IVG61,*% ? ch__.i's / $ lkkf/i[2d f/// A Y-ylffstl { / /Y I ,t(%,,W/' gig n Ya ' S /;,,,,6;p ;,,,,,/-,,66, R. A, sA/>, ,i,. Oka., s/8WA-. A PW'&/ .t'G #r' / /+ 7G-- 9YAA$ iMn id f i cil:rd' E % i 4'< /V 2 3. ENGl' EERING D$$ POSITION RESULTS: 2 2. E N(MN E E R IP8G D't3PO SlT IO N N e ,,_",,"^"'^'5 U".c'.'."."**"" 'rl' A-

/-ti -

c^*

23. 83 CESIGN CH ANGC REQUIRED ONO o

s O vgS.SEE arvACHED. ,,,7,5yr g!;C A WIN G REV. DCN .wwwonean o e=se.cso" s.es CPEC.

REV, ADD.

w

~ .- s t ( ) 'i s s NONCONFORMANCE REPORT (CONT'D) s. n c e.1_o r_d_a ' 4. aca no 11 i .3, / l. 1. Liner Plate Assembly S2-6-U-l & Sl-5-U-1. (FIP C-110_- 2A Rev. 1) finish contint-unnntinf'nntnv,r ana +n n9tn g-t. pin-hqlss_in_ $he coating. Coating _d_oes not match _ Munsell Color Chip 519/1. Ref: Succ. C-110 Rev. h Para. 5 5 nni 9.3.2F. (Sub-Contractor's NCR No. 52Jh-1 RW). 2. Liner Plate Assembly S2-2-U-2 & Sl-7-U-1, (FIP C-110-5 Rev.1) Prime Coat. Carbozine 11 is not acceptable. Prine _._ coat can not be top coated in accordance with Spec. C-110 Rev. h. (Sub-Contractors NCR No. 508h-1 RV). . 3. Liner Plate Assembly S2-3-U-2 & SI-8-U-1, (FIP C-Il0-LRev.1). " Finish coating unsatisfactory due to craters' & pin holes in the coating. Coating does not match IIur. sell Color Chip _$Djl. Ref: Spec. C-110 Rev. h Para. 5.5 & 9.3.2F._(Sub-Con _ tractor's NCR 508h-1 RW). ' h. Liner Plate Assembly S2-3-U-l & Sl-h-U-l (FIP C-110-8 Rev.1), finish coat _ing unsatisfactory due to craters & pin holes in the coating. Coat _ing does not catsh__ Bans _el'l_Rolor_ Chin 6Y9/1 __Hef_;__ Spec. C-110 Rev. h Para 5 5 & 9 3 ')P. j (Sub-Contractors NCR_30_81-1 RW). 1 5. Liner Plste Assembly _S2-h-U-2 & Sl-11-U-l (FIP C-110-LRev.1),__PI me__C9ab._Carb9 zinc _ll_la_not_ acceptable. i Prba coat can not be top __ coated in accordance with Spec. C-110 Rev.1. (Sub-Contractors NCR 508h-1 RW). 6. Lincr_P. late _ Assembly _ S3 U-l_A Sh -3:U-l_(FIP_C-110-12_ Reyml) drice.. coat aarbozinc_11_in_not_accepinbl o. P+a l coat can not be top coated in accordance with Spec. C.110 Rev. h. (Sub-Contractors NCR 508h-1 RW). 7 Liner Plate Assembly S2-11-U-1 & Sl-13-U-1 (FIP C-110_-11 Rev.1). Finish coating unsatisfac_torL ue to cratera & L-d pin holes in the coating. Coating does not match Munnell Color Chip 5Y9/1. Ref: Spec. C-110 Rev. h Para 5.5 & 1 t 9 3 2F. (Sub-Contractors NCR No. 523h-1 RW). CN! J $ N2 Y, 3, ,/ d i f I i ..I 5: 1 l W...a QC 1 A a---

'9.,, ;- ;.... -,c;- -.- 3 c---y r '....:..., r. ie.. :, ;..,5 ...,... s, :. 9., z. 3.;, , :(.,;.; ;:..; 8 y .a. '.* :- l - l .. ~ ' a. i l[e.- y b. r og::s, cca r.gs,w.c. _,y-g ( 9AG':. Ell. COATINGS TELEX LM-049 e P. O. BOX SMCC e EATCf3 ROUGE. LA. 70205 yp t PHCNE 85~43 937 9500 ~ .K:3 NO. 3232 . 'alDLAND NUCLEAR PLANT 4 -: i.. E-

- 1.s.

NORCOUF023!!"G MPORT ..;. p DATE [.// _ g, INY ' ' I. ' REPO'RT & HOLD T/ G NO.1/78. -' M REPCRTE15 W__,9 pj j,Qf i -

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. L' - ~ TITLE {s . GATCH t o. ll g't2 e . P/nre ' Q_ jj f _f,~ f.,s. - M., : ; l1

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LT~:)/).f, [.,y 9 [ ;j,., y l NONCDhF0R?AkNCE: z.v.tt Q f pg .o A sy p,g (?csjge&',yh.s - ] w i/ YNo.c.w.i.e,- b p. n ix 'E a k s i h n.; %',.,.. :..,',. :....,c CORRECTIVE ACTION TAKEN ,,,j,,.. :.s.1..;..g v.. ..,.x..,,...c.,,. .........,,g..9,.,- c ;,.. s.../. :. 6.. ..,.....g. s,,,.;.,..... !,-[.' Y * ^. $.i.$ ; ...Y~ ~ ? ' ' ~ ' ' ' ~-'.. N..... .3.gy DATE' +'.;,....- ~

.y -

5 REFER TO DAILY COATING NSFECTION REPORT NO. RE!/ ARKS:,_ [*~// O_j) gj f _p f 3.g g g g-s'Jll') NA t*k's _ 8d'&.p}; .r. e.+.,.....

• f g

4 .- n. d e m e

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. ~. ...., ;.,... B C. 5. -. ~g. V,% ~: [r i..:. 0 ,e... s. a .a. bsOg.*C.l CCOJ0g9,10C. p g. b.g g.- .iOB NO. 3232 PnoNE in*) 927.sw ,' ','. '.,... '. 4 ' EAG'.*. ELL CO ATINGS TELEX $5S:. G e P. O. ECX t.:$3 e S ATON FOUSE.1.A. 70305 N, Q ..dDtNJD NUCLEAR PLANT t d . a. x.. .s A. U0;K0Rr0ai,WKE !!EPORT . :r... CATE f_b REPORT HOLD TAG NO.___ ** !._/ _ j / g/,fff.g./_f ' - ~ REFORTED SY q j < / ff ' c _5 fC//7=~/. npJft2 l22.0 _ f2y h M hS_/' f_p /Y 5 !5.*...~ . '... Y'.., $ ' j / d7' 2 / k /f ". i,' I..I..[, ' -5; X.,, ~ DATE v.. ~.:. ~..: REFER TO CAILY CCATING INSFECTION REPORT NO. 8 -- / /Q-f MTED .O M ' REl.idaKS$ i g p c. .1 r.i.- 2, + g ) ..;1 p / ,_ gz.,

y*j 'Tf ) g ) NONCONFORMANCE REPO ~ ' ' " ^ " ' ' . Q27, WIN.J, N D. 3 G E V.

7. PR OJECT NO.

f,(j 7 cr 1 8 2. REPOR TED 'DATE

25. Dl5 POSITION CO N CUR R ENCE Spec. 7220-C-39 l6 7220 II. Mailley

/fdf/74 " " " " 'g

3. STE M DESCRIPTION S. ETEM LOCATION

--Rchar-Fab Shop p/ c K u e w n 7.ri , g@ A?g 3 9 3. V r. ATED By 08 Rebar l)DATEb -23 '7/ Q.f f4 m Q ,W C. t ESI A L NUM BER

9. ST A RTG* "ST E M NO.

N/A N/A IUA i .aosect reno *aceaU. e e. 5 4EPLACEMENT PA NO. REV. 8 S. PURCH ASE bitDER NO. q,,,,,,,

10. QC FIELD IN SPECTION PLA N No.

I G. REPLACEMENT SERI AL NO. f, p,Q.b g j/ ) 7220-C-39 N/A N/A f[6 *' ""* *"g" O. C NT R A CT O R/ LOC AT 60 N S t. A ME Q YES 3 7. SOURCE Inland Ryerson Constr. Products Co. TEM G3 NC t 8. alsUTING INSTRUCTIONS: q,,p g r I ROUTE TO FIELD ENGINEERING O aou'c To =^rcara'suecavisoa

10. N C NCO N FO R MING CO NDITION:

During the process of fin 1d fnbrirntinn nf #R nnhnr f rom _ Heat _4HA-7540, it ra - observed that bars are breaking during cold bending.___ (Specification 7220-C-39. 8.2 E 8.4) n_No._.1-103 _ 2-D C Houb T~A c,s A pA n= n \\ 2h C FIELD DISPOSITION QFICLD RECOMMENDATION / ROUTE TO PROJICT ENGINEERING

21. FICLD DISPCSaT80N RESULT $t Reject:

8 ndditonal samples vere cent to U. S. Testinr: for bend tests. 256 of these ccmnlec 1 r/ 8 [1 [d'87f/C failed. f.'eterial has been cerrreirated to nrevent friure une until mterini ie: Jm.bM a,N.1 < u, removed from.iobsite. Aar rnede. L WA-s SFuse..s rs h aw /a/2n/~74 $NAh. YZ *//2 , lf'd a h ffg2f_ (.so vy [, /O-20 *7$ F \\

22. ENGINEERING DISPOSITION 2 3. E NGIN ECR 8N G DISPOSITION RESU LTS:

.g. ., x

24. IS DESIGN CH ANGE REQUIRED ONO

• • "" "" "^ * "

'5" 5 " D"~""~~ f,#c ' #4

• " 04/

//~S*[I 2 '- 38 7~c's,s3 N #s*HA M ft~nkwtbD.c.. O vES.sEe ATrACHED, / f DD Aws NG R E V. OCN N Widne A l'IM" N/N N WO Y2d C */bI L 7 avva..: .....c, E PE C. R E V. A D D. // /J~ /' /M A s} } w ORIGINATOR }. v-

fg~,2 S ,.n I 9 d" NONCONFORMANCE REPOR. ' " ' 2 z"""c o e, o

2. E4 A WING /P AUT N J.

I L E V.

v. Paf GJIC T NO.

hMm. [/- <-M8/27/h/ I2SQPORTEDSY / oATE

25. DISPO5tTION CONCURR E NCE 7220-C-283/7220-C-284 l2/1 07220 a o'AT E '

I

3. item oEsCRiPTiOM

s. TEu LOC ATiO N o37Epv Reinforcing Steel Aux. Bldg.

( ,y,,f f /jf l12-23/-7Y' Mh]WM / /S7s f

e. sE Ri As. N umoE R

s. sT AR tup S ysTEM NO.

EPL ACEu dNY PA

• R E v. '

asaatas ey e N/A N/A / N/A l 6 '~ b' $ 4. REPLACEMENT SEfifAL NO. .- ),.,f. 5e....

s. PuRCNasE ORoEa NO.

/= /b 7 bo' 0,C reEto aNSPECTION PLP N NO. z fj t/ [yp,, ~ 31-2 1;a c.z n -:,a?s'7 ty- ~- - 77 Nin -m. c. x - sa. m

s. CONTR ACTO R/ LOC ANON OTEs i r. sou R CE' si.AsuE N/A

,, E. D NO N/A

18. ROUTING 8NhT R UCTIONS:

hkOUTE TO FIELo ENGINEERING ] ROUTE TO M ATE AL $UPERVt3OR is. NONCONPORuiNG CONOin "' Q No. 1. 203 Referenced drauings show 16 additional #8 horizontal rehars in walls 27-32. The dowels in 5.6 and 7.4 walls which splice with these bars have been omitted. Referenced d::awings show 12 additonal #8 vertical rebars in walls 27-32. 'Ihese-trarstve-bcun umii.i.ed-1Trmrall-31 hua eluv--3-76 t" ru-5-84-*=0*'. 3 6t' /NLD 72~ S'65 J/f&GD te. O FsCLD os*POSITeON F4E LD RECOMMEND ATION/ ROUTE TO PRSJECT ENGINE ERING a s. F4 ELD DeSPOSITION R ESULTS: _Reuork ri : _followsr nrf11 hnics__for_the_ missing _doucis._ fill _helns with_Ron-shrink _nrout (Enbeco 636) and set the required bars. Lap splices and dowel embedment lengths shall be in accordance with Tabic 3 a and b on dwg. C-211, Rev. 4 with the following._cxc.cntion: for embrdmcnt_lmnnth of the_borizontal doucis. Tabic 3a will be used in lieu of the prescribed Table 3b i.e., treating the horizontal dowels as an. E NG N E E RING ois O s'" (continued.on sheet 2) 2 2 ' " S '" a '" a a '5'o 5 '"o " " 5 = 5 ' Engineering concurs with Field recommendation to drill ' holes for missing dowels [weh nav/ed And and set dowels with non-shrink grout. Embedment 1cngth of horizontal dowels <[ch./.qrg/f[ off F/B to be in accordance with Table 3a of drawinn C-211. Embedment length of vertical 6-27/'2'579', er doucis to be provided below E1. 584'-0" for wall 31. We will 1strue a DCN to /)[/7//4 Drawing C-284 incorporating this change. (_A. (,,, ;/'//.. [ //c/v ( ' /7// // 4

24. 83 oCStGN CH ANGE REQUIREO O NO 8 5 " " " "f " " ' " " f5 ** ""

@ l7 " " "'[MhgE ghfp SYES. SEE ATTACHED C-284 1 I Ec e seesas.ee /..(, esannona oRAW,N. REV. oCN . n...u.....e... SPEC. REV. A D O. sodes a White Copy - Originator QC4as a Canary Copy' - PO AE

• ,,,/*

Field Engineer 6, Pink Copy Golden <M Copy - OC. Y f=

6 2 . W ./

m d

r a / j 4, M .c b A 2 ) f

• • s,,,('

R 2 5 O r 7 / o 9 T 1 A 2 . N e 7 I c 1 a G r. y I r - R s a O u na J ) e O t T a d NO n C o ( i t T a R t O n P e E m e R l E p m C i N ')/ lA d e h t (\\R c O e p F x N E O CN O s N r a b r ) e y a l mo t to b hn i c d eun i tnoc ) 0 2 s)/ g ~ L, r e cn l iR [;.A /, s

j m *f>-. r n** NONCONFORMANCE REPOR r / g',p,, ']XE2 " "(y 7 3 a.La.winoi C r no. inev.

i. en oic7'no.- --~~ -

"T JMNIt c o o r'[' ' k' o. rc/17/75 as. o scos.r.oa concua cacc 07220 .' i Morar Spec. C-38 b' 6 I Trcu ocsca.er.oa 420B4

s. c a t oc.r oa

... Ar c o or ' o.rc / X 'J../2 f.....I / d.. g f..rz 1 _l[. 2 -[ 7/ E& R 2 !7~87'7I~ __Au..x.._.Bl.d.g.,_ Beams __42 7Bl .. sv..,as. s e_Rd._ Lay down k Mld-s .. sc .u c. u sysreu.. .m c,.. r, c.. N/A N/A N/A l ..,[ p.... g.,.f //..g - g, .. cuacw.se onoe., o. ... oc r cto ensrectiou et.n no. ... a c ri..c c u c ur se n.. no. ... = a os__ N/A_ __.7220. C-3 8,moc.r_ C-3 8--R-51_ _ Rey._0 i AC [",,,,",",,,", ",,,* * * [/ * *'" " .. co 1 1o o.

n. sounm

_Ingalls Iron Works Co./Verona, Pa. G,.o Vendor .rcu

• go,uctorca.ocuoinceaino y nourc to u un..i. suecav son

... nour.nc ensrauctions: n.no couro....cono v.on, Aux. Bldg. Beams 420B4E and 42711E as shown on approved Vendor Drawings 7220-C-38-222-2 and 7220-C-38-226-2 were to be fabricated f rom W30 X 99 lb. beams. Contrary to tlie above, beams were made from W3.0_X_10_8._,1b _,bgams. "0" No. i, 1.201. Nonconfo_rmancc noted during receipt inspection. Shipment No. C-29. k.ef/f '/ _f/ l Ek .e y, c o o sros.r.o gr yco--cuo.r.ou,nourc ro rno,,cy c~c ~censuo

2.. r.c a.o o.scos.v.ou n c svi.r s,

~ ~ _IJsc "as_isDEe.:hteLdrawing_1220-228(Ql,_RcX._1_speci fie_s_._that-beams'4'20E4

• and _ / y,0;,a ',, ? */'e -NS."l'.* 7. 7L'C/ -

j sko_uld_b_e._.f_abri_c_k_ kh'i'3's T730x108., RecpMjNt Engineering contact [- JS - M"6 -3 g,,]".*-*c c-[F - /97-& .427BIE s Innalls Iron Work y nd_.ob ed copie h Crd uns. 7220-C-38-222, ,t. f[. 7A ,7 [k. ,,,.5 /7/q- / Aj'y*'d.,/ 22.2 nd 7220-C-38-197. __ic - /d 30 r/M, The_last_draninn_in_ mt er_e_ /*24/75 l01 l'

• O. *f

-1., 7

22. c NG.N c c R.NG o.sPos.r.o M 2 3, c NG.N e c R.NG o.sPo s.

o,. ResuLrsi i l J A S [.[," " ~~ ]((fy,4Wjh,.c /i3-h' ...s ocsson en nce acou'"' ono o,es.s u,, c co. .f on AW.NG Rcv. oCN SPe c. cv. Aoo. _ Orkinato, .eces. wrsite Copy e cs a-a Canary Copy Fielo Engineer Pini6 Cc,py - POAE Goldenrod Copy - OC s 3 m .:.) vJ - - ~ J'..-

W I 1 91 3 3 l I e m b 3 y. l ,. d 2 aA ,, ;. l 2 i rAJ ,_ u2 o - e h 8 6 t f,. e _. s 3 i ,.E C 'h . 1 i3 i 8 0 i . 7 2 / ,K 2 2 2 _,, 4 7 re e d s n ,i g n g ,,En .C 2_. a n 1 1 e.E w . u& o E i i,ld A

eO0

,i c 4 a a oFP0 a B r r _, 0 d s l e t m4 2 c y r a po o e y C yp ,.. s d b t n . Cpo , oyd c or ~ c, y C e ,, a e t n e v c re a nkld c_ ,D.b n n o ), ai j wCPC f T . t o b __ ha u N s s t c O_ i t C s p c ( T. e o i_ R c, p i O.. i d_W e_ f d t mh^ P.. c e E _ e R p c c s e i E. r h C,. 1 r w 8, N. o m y v, '9 k _. ~ 'e n 1 7: O,R i a 8 F . t 3_ N., )_ b O, (Q O C C N. 0 . 8 2 O _, 2 8 2 1_ N_0 d 2 0 - 1 2 x n a_ . 2 3 . 7 0 3 . g J 3 1 . n . i s 6 w a 1 a r d. 2_ e 8 d_ 3_ t l a e c C t i - .. h r 0 . c b 2 e a 2 B f 7_. 0 2 K. C OL B D E 1 SIV E R v. s

l I

e-F ]t 1e' h. 3 e e

c'\\)b(s.,,s,,

r.. s.

NONCONFORMANCE RT ' ' ' 'l " * *, ', 1/o i g',."

a. ua wsNGerA*T Nu.

p E v. ' r. raw:Cr n. c-321 2.ggDg,q

1. a

?' Spec. 7220-C-230 l 5 07220 lOATE r s. DiseOsiT.ON CONCURRENCE R. Albert 8/4/75

3. ITEM OE SCRIPTf 0N

" T. *.

s. 4 TEM LOC ATaON 33.

Le ATEOsv O DATE -.Concrcf a Cont _ #1 P1ncomont_ffj22_?9)n ID/M /I Y (2

4. S E R s A L N UMUE R

9. ST ARTuP SYSTEM NO.

/ 3f3 3fa

15. C/EPLACEMENT PART N 7 8

lREV.M.'..u n***'m

• • • • • • • • • ske**d*

, d'

s. ruRCN AsE ORDE R NO.

3f3 v "M to.Oc r:ELO sNsrECTeoN es An Nc.

~

__N /> e s. REra.ACEMENT sera AL NO. y- ..../ 7 I' c-211-1-539 N/A ~ **"

6. CONTR ACTOR / LOCATION 11.ASME Q VES 5 7. SOu R C C r_

_. Champio3 Inc. iv C M G NO Subcontractor ,y 9 8. ROuTfNG aNSTR UCT60N Sa Q ROUTE TO F8ELO ENGtNECR4NG Q ROUTE TO M ATERIAL SuPERVfCOR k NONCONFORMING CONOST80N Spec. 7220-C-230 Fev. 5 requires in Section 11.2 that concrete placed in thick sections has maximum tenperature of 75 degrees with the averaga teinperature of the concrete tested being less than 70 d . ___ Contrary to the above, a temperature taken at the.ind of the pumpline of concrete delivered on Ticket # 05715 wa 78 degrees. Nonconformance noted during normal QC Surveillance. "Q" List No. is 1.105. //, /41., - f,m Af,.w.y s 20. Q FIE4.0 OlSPOSITlON {F8ELO RECOMMCNOATsON/ ROUTE TO PROJECT ENG9NCERING 3 3. F8ELO DISPO5ertON RESULTS: _Jicld recommends "use as is" Total quantity of concrete in placement was 507 c.y. A placing temperature of ? 780F will not have a significant affect on'the maximum heat of hydration tempera-ture nor an adverse affect on the subsequent com_gp essive strength. NhYbbb W///*?C

. ENG NEER NG DisrOs T ON

/ / = >. ENGiNEE R.NG O s,0 sir.ON R E suLT s. _The higher placement temperature will tend to increase shrinkage, setting rate, and '~ water demand while reducing slump, durability and.trength. A 3*F temperature difference will have an insignificant effect on ny of,these A tors. Engineering concurs with Field recommendation to "use as is." C g,_.ddouf //-//-75 l // &$h51A^~. ll-// ~h r 24.4S DESIGN CHANGE REQulRED O

26. REJECTED M ATERIAL DISPOSITION ~

O a n 'wa= ** awees**= ar c-A Er O v Es..EE aTTACHEO. OR AWING R E v. OCN f,,,,g SPEC. REV. ADD-aw v.een,ase eesses.ven ears e I es e 8-g 4 White Copy - Orictnator e c-G a-; Canary Copy - Fleid Engineer Pink Ccpy - POAE Goldenrod Copy - OC . 1 r ii ) uh D s

e ',4: !n L/hC

1. Y.;

\\ NONCONFORMANCEk.i RT ' '3. E-4 1 d R F.WINC/PA fD T N d. .W 1r._. 7. Pft#JE C r NO. _,,,_ ~ a, - -. = - - -

• '--- i 3

[ 8 3. R LPute t C U t5 V DArc

21. pt%8*O'.S i TON LONCufe ed L NCE

__Spe c._7220-C-2 30 ! 5 07220 "L. R. h1bert 8 8/4/75 ~ ~ ~ ~ ' - .s. "[ Q'li **' ...r c u oc scRir r.ON. ('; Concrete Cont. #1 Placement C'622.251a JD1 'N .. ir E i.0ca r ON /c f rc .ev.. .no., i pht'/[h /L.(LZh + 8

4. SE RI A L h uMSEft D. 5, A R ruP S Ysi cM NO.

s y'. PL ACcMENT PART N 3 R C V. - * *V.E _N/b.se OROc R NO. N/A I} 1 l N/ - G-C'.,'n'

• e. ma..=r f,qt t' th - x ' _ f/. A '

t***e ... Oc rie Lo.N sPe c t.ON,L.N NO. ... M c Pi..A I . uRc ^ ?,ra... _tua Q g,[ [. //-2.,,a/$ cco N1 serial NO. C-22 n v -0 v<5 ir.5*uacc ut.A .. c0 Nr R =c,O Rei.Oc a v.ON r "..,...~..' 7f ~~ is.^5M< COOc _Ch ampio.N s, R u c r.O N s. n,_Inc. 9 ".?__ Subcont ... R o u r.~ O o Roure rO marcR..ractor [yOuv e ro r.cLo cNG.Ncc R.NG . suPcRvisOR 9 9. NONCONFORM0NG COND0r$ON Section 921.5 of_ Spec. 7220-(-2 30 Rev. 5 states in part that,"The total air content of the I concrete, as measured at the point of pl_acemen_t,_shall be not less than three p_crcent nor more than six percent _ the concrete by__ volume". Contrary to the_ above, an air test k representing concrete delivered on Ticket # 05691, taken at the end of the pumpline on Placement C(622.25)a' indicated an air content of 2.6% Nonconformance noted _ durinn normal OC Surveillance. "0" List No. is_1.105,

g., 4,,, 7.1

{ s e e.,,.,f.> G: - s 20. O F ecLO ces>OstrtON hf ELO RECOMMEND ATaON/ROurE rC PRO JcCT E NGSNc ERING 2 9. PSE LD OfSPOb81 SON Rctun.vSt field.__re.comm. ends _ "use_ as is". Total quantity in placement was 507 c.y. Placement { .involvad in._an exterior _ wall below_grinic_ and as suc's will not be. adversely affected Nl M.:///f2$ ' hy 8 c.y.m f__ concrete havinn an air content of 2.6%. o '7////) C \\ /

23. ENGINEc R tNG Of 5POstrtON 2 3. E NGINEER f MG DeSPOSer80N RC$ ULT S4 Engineering concurs with Field recommendation to "use as is" because:

_l) Durability of the subject concrete will not be.iffected since its location pInvents alternate freeze-thaw cycles, ' c s 2) Concrete strength will not decrease with a lower air conteng.y,.,/,. f~'-)9'r,j % i }- f '.) " s. u.Q :. se. ss otssGN cNaNGE - causReo g., o ze. RcJccvEo uavEReaL oesPOsir ON 0 = ' w a - ' e.w ~.. 1,lO q.cc c,,r v ' /. g YES. SE E ATTACNEOs D e--- c /,SM ^ _ /r / r,//s,, ; ( /W ,,,,,,y DR Jt WING R E V. OCN SPE C. R t v. ADD. easymee.seeon.eecree s ee s s-e 9 White Copy - Originator ,/ ec-saaj Canary Copy - F letd E aela*** { . Pink Copy -- PQ A E

• 3.

s Goldenrod Copy - oC 1 Q .!) (f) O v

T f 3,.,., q NONCON'FORMANCE RE mmg Q, _ ,. '[" * " " "%- ' ' " ^ ' ' ' '

2. C 4 A Web,

81Y N D. OF _J

• v 325 3 (!E V.

7. PR O J E C T NO.

.. Spec. 7220-C-2Ca !4

12. RE PO NTED D V a oAYE 2 L D s' art' I F 80Fi 8.Cs f4 C BJ f f ad LN CC

'k..'$(Albekt $/b7 7220 3 " '"~"

3. :TE M oEsCRsPT ON

"'T

e. : TEM a.oCATsON 7p A T E o' ~e y

/ IoATE 3 ' L ' 4' ~ ' Sompressive_ Strength cylindara Testing _ Lab N-MM !b7'7 ((

1. [d C. 50RI AL N UMDE R

9. ST A RTUP S YSTEM NO.

2 1 dEPLACEMENT PI T NO.

• REV.

S_e_t No. 581 NA

• a 'un ' * " ' d ' *j/'d ' a **

O. TURCH A SE OROF R NO. NA 6 lo. QC F6 ELD INSPECTf 0N PL A N NO. . ! ' { ',/L, _ NA I G. f4 EPLA CEMENT SE RI A L NO. } C-208-1-94 Rev. O

c. CONTR A CT oR tLOC AT SON

__yA ' '"'""***'"'"'*67I'~.** si.AsME O vEs it.sounCE U. S. Testing,_Co Hidland a y g f e. ROUTING $NST RUCTIONS: iTg KX NO __ Subcontractor Q ROUTE TO PIELo ENGINEERING O aours to =^ Tea'a'surcav'soa 3 9. NONCON rORMING CONDIFIONs __Syec. 7220-G-208, Rev. 4 in Section 7.'3.2, requires that compressive strength cylinders be maintained at a _ temperature of 60* to 80' prior to stripping. Contrary to the above U. S. Testing Report No. UST AU 13@7 indicates _ that Cylinder Set No. 581 molded 0 1500 hrs. on 7/29/75, was initially cured at I temperatures ranging from 70* to 84*. Nrn-Conformance noted during QC review of test reports. ' Q" List No. 1.205. A/,., //,.,., .c,. h.,,, i 1 r: r t :'i r",- f c._. sj '/< / 22. O r'c'o ossros'non Uric'o ascomarao41'oa/aourc To PRascer rac'acea'ac 2'. ric'o o'seos'T'oa acsus> J.ield_.recoc:menda " usa na ia"- t'empressive strength-cylindors-in-set.-no.-581-averaged 4370-pal @ 28 days. Strength nain between 28 and _90 d_a19._13_ayntaging_28% - 30%. Applientinn of this average strength gain to 4370 psi.results in p_90 day _shnath_.within the_ range of 5594 osi to 5681 psi. I y /M i Wn M

22. ENGINEE RING De$PO58780N 2 3. ENGIN E ERING DISPOSITION RE SULT56 A curing temperature of 84*F maximum in lieu of the 80*F maximum allouable will lower the clas.s p-2 test cylinder strength an insignificant amount.

the 90 day strength on Cylinder ' Set *No. 581 show a compressive strength average of 5730 psi., Engineering concurs with Field recommendation to "use as is." 9'h%h[MZ ff ff 3

• ).. // - $ ',

2r,. :) ocs GN CN ANGE REQUBRID NO

26. R EJECTED M ATE RI A L DISPOSITION O = = w a a * * * *"* * *

• a 2 7. QC A CCEPTA NCE O vEs.SEE 4TraCNEo.

o.c... f. OR AW8NG REV. OCN ,,s.,,,_",,,G 'c w Y _p f,.,, '- f, f,, C P2 C, R E V. A DO. anermones,o sees *asvon ears h "'8 ORIGINATOR 5 m s.

.j. f ~~ a p hu.. g5 1 j ;- NONCONFORMANCa.JPORT ,,5. lo s.... c o c o.b " ' 2 I" [.,. 7 M,),b %.j / d

o...

i.o.a.J a r..,.. i.. v......,.c,ro. f J,.QLc .. cc ~- " ~'_"'T d., _.S..pe c._C.2 30 l 5 0722.0 ./R._.cpanollyi 88L19.LZ1 ".~4. g A. g ; 5. 'f~'" c. .. c u o.c .. n ew toca r.o Concrete Aux. Bldg. A(613.25)a' D;.r.N ggg,y L/ g,M-5 s..o., $. _a._.yflts./fwg [ /, u

a. s c e..a. Nuu s s a

e. sv.nvu, systru No.

.p /. ,c.c e u t M r. n r i.. j new. .p.e. . --y-re

e..

't. .. El < _ _.1) Q L . e.. c,/ A. c u c,.,.c./ U ._n,o/.A __ __ __ ... o c.N../A .M., c r.o N t...

g. k.~r.: a..f..~3 s.

N I c gg. c ..e oa os No. to y fj. jf.pg __C-230 ..co ...c o ,wc.... N/A // * *""*"* " 7 ' " * ... g... o... n... .c. Champion.N S,.Inc - 1" B "a Rultcontx;1ctor . 8. R o U T.N G R U CT.o N S s ROUTE To..ELo ENG.NCE R.N G Q MouT E To = A T E R..L SU,E R V.S.R .9. NoNCo NF o R u.NG C o N D.T.O N. ? ~ Specification C-230 Section 9.1.5 requires concrete to have 3 percent to 6 percent entrained air conten5 1. Contrary to the above 8 cubic yards of concrete Ticket No. 05798 was placed with an air centent of 2.3 v percent as measured at the end of the concrete pumpline. 2. Specification C-230 Table 9.1 states that Class 62 concrete has a slump rejection limit of 4's inches. Cor,trary to the above,8 cubic yards of concrete Ticket No. 05799 was placed with a slunn of SY'. Contf ... O ricw ms ositioH gjr.cw nawuocMo.,.oNiaou = to,aosacv cNG. cra. G ....c oo o.s os r.oM a s sui.r s- .Eield._rece acids "use as is". Total quantity in placement was 234 c.y.

1) Concretc

.p.lacment luvolved is an interior wall and uill not be adversely af fected by 8 c.y. havinn an air content of 2.3%.

2) Althour,h the drauinr,s specify a D class rai:c, the concrete was unnraded to an E class ni:: to facilitate placement. Therefore, the 5'j" M"8 slung ulli not lomr the concrete strennth below the required fc' of 5000 psi.if.NW hj[c/?q' 2 2. E N G.N E E N.,.G o.S,o s.T.o M

/ jl. ENG.N EE R.NG o.$Po$ T oM R E SULT S P

1) Durability of the subject concrete will not be effected by a lower air content since its location prevents alternate freeze-tlaw cycles.

2) liigh slump will tend to increase shrinkage while reducing durability and strength.

Ilowever, 8 c.y. of __.5-1/4" slump concrete in a 234 c.y. pour will r.ot have an appreciable effect on any of these factors. Previous results from tests on E-2 concrete with a 5-1/2" slump j._#

24..$ oES.G N CH ANG E R EQU.R Eo 6.

A R. . N 7. C o O v=..ea AryAenao. ), oR AW.NG R EV. oCM av.....se e.secos,e. 9,E C. R E V. Aoo. . co s e-. Whi.s cepy - Origine.or GC Cenery Copy - F 4eid E ngineer Pink Copy - POAE Goldenrod Copy - QC 'li ~ s f ] i. g (m,) o

ll. - a_ '. ~ - 9 s ,2 u n ,.3 c ) a

7, 4.-

d c l e e c. i F n h '- ( . *f t i w sr 2,_ uc n o o re c e m r 2 g tog n m n aE n E i i d ge A r ieQC r l c e OFPC e 5 ~( n i y p gn 1' o y C yp E /. poyd oCpo / H C or y n ,e / iter Ce ) D enk ld v / /' h n e i e T WCPG o 5 N b 0 O a C 2 e g. ( 1 T h t [/. 2O R s O i n P o E o d R ___ N e ',Q E -) s C "Q _ B [(1 _a N. f. f ._/f pf,f-n. i

L u

n r o F p / N i /. g t O 5 n c 7 C i e 9 l N e p 6 O b s N_ n f s I o awt e n g t e a s m r e e e t t v a a e l h P h t t C g ". e Q n l e s i g r i h n t w d,i s s r a u e d e d d v e e c e i s u a d u s u n l e n s i p t i e t o t r o n s n n p t o a o m C_ w e C o n c c o 9 e n 2 y_ i 1 t a 2 t e m a a r r d d o c o o n N_ n f N 0 e o n 9 m k c o k m c c c w o o e n o o c l h o l h e -a B_ T N B e s_ r t so s J_ ii '..? 'd d 1 ij tll M'. 8!,l e e

~ / w 'I

1. g, e

., q. ) pf. ( ) v g -x NONCONFORMANCE REPORT . g.grco.

oaic

- 2 330 TTf. = ;T7;a m o. i nc v. 7,'.'.~ orc't a ~ ~- o, J. V.' cilY3?[j-' f !5 07220 ,s. o. os... concuo ocs . Spec. C-230 o11 8/19/75 " ', " ' f 'f * " 3*l'f' "",

a. are u ocscascrion

a. ercu n.oca rion

.y 3rco or 8 Concrete \\ux. Bldc. A(612.5)a' Pour #j 'h g _ [ lc ~J5' arc -[ J(', h... /], g //.g,7d

e. mnia s. nounc a

..staurue srstru no. coaccucurcant I' n e w. ~ ..w' Ji/A N/_A N/A 1 - ~D -.

2. t-t.s. s. x 1;.A-%

O. runewast onorm,eo. no.ac recto enseccreon roan no. i s. acroaccucur sensat no. t g,...., j -c-2 0 [* a. ~g,, Gb-f ,fu g / - 7') o, chn}n aci on/Locarson C-231-3-561 N/A

• • • " -*f *-

as asmc Q vcs eF.sounce _ Champion..Inc. ar c = 0 ao _ __ Subcon tractor e s. stourewG sNsrHuCrSoNss QRourc ro recLo cMGtMerMtNG Q MoJ1c Yo MarcReal. succRwisoR es. nonconronuenG eonoereon. . Specification C-230 Sect. 9.1.5 requires concrete to have from 3 percent to 6 percent en- _ trained air at the point of placement. Contrary to_ the above. the following concrete was placed with air contents below 3 percent as measured at the end of the concrete pumpline: Continued _o u tage 2 32. O recto o.sroser on gr coo acco-osaoar.on,.oure ro eno,ccr c~.2,uc ...G ...,,e to o.s,o s r.o., csuurs. _fjtid recommends "use as is". Total quantity._in placement was 136 c.y. Concrete _plac.c. men.t_ involved is an exterior unll below final grarle and as nuch will not be adverselv affccInd by 40 c.v. havinn air contents ranninn I ctueen.'!.6,% and 2.9%. 7/ht-dMM f 9dc/77 St. ENG9Mcc RtNG ogsPostreoM /

23. cNGINccReNG ossPostreoM Resubrst Engineering concurs with Field recommendation to "use as is" becausa:

1) Durability of the subjec.t concrete will not be affected since its location prevents alternate freeze-thaw cycles, ,. g, 'yk, p' </ 2) Concrete strength will not decrease with a lower air contenty ) c.,. (,,f....,rr. y //f'jn.(.i

!;

q

'e

34. e) ocsaGN CH ANG: RcQu1Rco ggg RMMUMMUNOWEUNM IE M O vc.. see avrAcueo.

g p i.... 06C&WeNG R e ve oCN aw,me.es. + e..uve. 49698 3 WheteCopy - O.Isen. tot essaa C.a.ry Copy - Field Engin.or Pink Copy - PoAE Goldenrod Copy - OC 9

I 0 3 e

'o._

s o c. 3 2_ a ,i c o sa 2

i. c a

E oA 4 52 i. O C a 4 z oPPC a e yp o , C .oyd ~ oCpo I ~ c,ow !n., c e d tl

a. lao

) wCPC D t T n 5 N E_ 8 8 0 6 9 2-9 9 O r. 2 C i 2 2 2 2 2 ( A 1 TR 2 s O i P E o R N w "Q ,( s A d M Y_8 8 8 8 8 R n O F u o N C i t O c C e N p O s N n I 3' tn -a ea R_ re t 2 3 6 4 8 c e 4 4 4 5 5 a k 7_ 7 7 7 7 l c5 5 5 5 5 P i 0 0 0 0 0 T CQ g [< n eX. i r u d 'd e d u n e i_ t t 6 n n oq. e c L n l ^ am r o o N fn k o ( c c a a n e l o es B. N_ e s /,,

Q [ ,3 ./d } K Lg NONCONFORMANCE REPO. -' "~~'" a.eu'.:wo"u urcer no. ~ w 1 331 i w w.

r. enosEcr ni M

j er. nEcoarEo av _ Spec. C-230 $5 07220 { 's i s. ! .9 ' u!v. o.rE as. oesco5e r ica concuanE *=c E " " ' ~ ... E u oEsc a.cr.o= $[ .. erE Loc. vion .$ v uo.,Eo.y 8o.1E ..ro.n.c..re.u..E. te I- .A.ux.._B.l.d._E.c. ur_f4611 15b 4rE. '..)1. E .E. v.. r.o. Y,? '.. ! .*.ld..S. ~.[L.. 5..Y '"I_@ l'.I'# E . v vu t ~l \\E _11L.A. .. ^ N/A f,,,)]..%r.,.if.{e v. A.( d7 _f gA I > I/.1/'7 o

m.... E.L c E - E,.,. E.....

.. u c..E o E.... ... o c .E E o. ..E c r.o .L.... .,3. g g.._ . _N/A_ C _20 8_1-96... g.E

n..ou./A

{",,',,~ '",.,",,,", ~ " 7) N .. co-r..c r o.,Eoc.1,.. o.E, m US Tes ting,T.a,b_. Midland u _fichina,n t 0 ao _ Sub cogra,c_t_or irC = i.. nou r. G.nsi n uctions: anourE va r EtO E Gi-CE..uG o nourE io - rE ..L sucEnv.soa ... oucon,on-.uG eo o.r.on: ASTM C-94-72 Section 6.4 states in_part that the accura.;y of weighing powdered admixtures shall be within + 3 percent of the required weight. T e design weight of fly ash for concrete mix design D-2 is J _6_7,2 _1b s. per 8 cu. yds. batch. On 7/29/75 Batch Tickets #5655 and Batch Ticket #5658 indicated deficiencies in __these weichts as follows: Ticket #5655 650 lbs. or 3. 3% low' and Ticket #56589s. or 3.6% low. Concrete repre-sented by these tickets was placed in Aux. Bldg. Pour 1 A(611.75)a'. Nonconformance noted during review of batch tickets. "Q" Lis t No. 1.205. I Taas Applied. 29 Q FIELD De$Posa,IoM {F.E LD RECOMMEND.18oN/Rour E vo PRoJ. CT ENGINEE RtNG ~ 31 FRELD Og5Po5e rsoM RE SuLv$t _EicitLreconnends. "use_an in". ri cket_f5655_and_B5658_ucrr-7 l bs._and_4_1bs _rcspe c-- _tivelyJelow minimun_ tolerance _on flyash_per_ cubic._yar L The_ moving _averagc_of_90- . stay _s t rength s_on_p-2_concr_e_t e _is_pr_e_s.cntly_6_0.63_p_s_1. T ie_ano u n t;_o f_flya sh_involy_ed_ ._i_11_not reduce compressive strength below the reguired._000 psi. w _ 'b kb rI 5YWb~ WW7V aa. E NGINE E RING plSPo5tr eoM [ [ 2 3. ENGINE E 5.eNG OBSPostr ooN RESUL,$s For pour #A(611.751a', a D-2 design mix containing 650 or 648 lb. of flyash (vs. 67: lb. required) will have an insignificant impact upon affccted properties. Based on the moving average of 90 day strengths which are 21% above required compressive strengths and the small deviation-reported, Engineering concurs,w'ith Field recommen-dation to "use as is." CW.4 h/Y,c,3L //_t/-75 l;!l % iM.- ~

24. OS DESIGN CM.NGE REauenED 'h(8

28. REJECTED MA rER. 6L DISPossTsoN O = = = = = ' e e a* **. *. =

O VES. SEE ATrACHEDs o..... a v oc.cgEry. ec.E< n, sg D R. WI N G R E V. DCN y g,,,, ~ /, //9 /v,- __.w up g f SPEC. R E V. . DD. .ne,me....e ..eg,.. teses a yWhite Copy - Orio netor OG-G aia Cenery Copy - F;.id Engineer Pine Copy - PQAE Goldenrod Copy - OC .[

l ,y NONCONFORi1ANCE REPL ' _7 332

2. (C. A WJNI gpA 27 N 3 9 R 2 V.

7.,29J IC T N J.

t 2. E E PO R TED B V I'DATCnd /r,- g

21. Oss>O&sisON CONCUR RE NCE

_snee. C-2 30 i 5 07220 r-2 &'-ll,/.

3. ATE M DESCR4Pf aON S. STEM LOC ATroM l' DATED av I

~ DATE _Cngga trs Placement Oh(612.75)a' bbhN Y"H lbf lUfl? ,I

e. sE R e A ss NUMOCR

,N'.

9. ST ARTuP SYSTEM No.

/ b It EPLACEMENT P AR I s PU 3

• • • • e t')'I.j8l * ** =kW'(.b'FY" rC./h-/~rf R E V.

e S W5 e N/A - L.'.y N/A Mlel ic /(.. O.,,,,,,,,,,,/,'Aj ff-J,7.5,_

• i N/A l

o .. P RC;rA.C O oE No. .g ....C ,.E ..N,PECT,oN, AN NO. ,.. Rm AC E M m T.E,.g NO. ge p ? -c c-n, -,-s u uia _nu,. ACTOR, OC A7.oM y',_- -- y -- .. CONT I yn, y ... g. E o... ......RCE Champ,ich nc._, Midinnd! Michipn R eu g Sub_ con t rac tor .YE M 5 8. Rout BNG INSTR UCTION $2 f QROUT TO FDE LO ENG SNEEReNG Q ROUTE TO M AT ER8 AL SUPERVISOR 9 9. NONCON FO RMING Co NDIT1,O,e *iSection 9.1.5 of Spec. 7220-C-230 Rev. 5 states in part that the tiotal air content of the cencrete as me[sured at tihe point of placement shall be not less then 3 percent nor more than 6 percent of the concrete by volume. Contrary to the above air content measured at the end of the pump line on Tickets 05843 and 05849 was 2.9 percent and 2.8 percer t respectively. This concrete was placed in Pour l'A(612.75)aC 1 "Q" Lis t No. is 1.205. Nonconformance noted during rc.utine QC Inspection. m. _ ff,., y,.,,. f g.,,,,-,s i 2.. O r.Ei.o o.sPos.T.o N gr.E o R ECoM Mr,.o AT,0N,Ro uT E TO,R O. ECr E NG,N E E R.NG 2,.,, E L. o,,,,,, T,o M R E,u m,,, Field reconnenda "une an is". Total quantity in placemcut was 105 c.y. Concretc _ placement involved is an interior wall and as such ui:.1 not be advarsely affected by 16 c.v. havint-nircontentsof2.9%and2.8%rcyl}ttively.bbr%l h $ e F 9//OfS.T

22. ENG4N E E RING DISPOSIT SON

/ / 2 3. ENGINEERING OtSPCssf SON R ESub7Se l Based on the cylinder strength date received by tele:on on 10/29/75 from G. Knoll and lack of susceptibility to freeze-thaw cycles duc, t o location, Engineering con-curs with Field recommendation to "use as is." [P eM,9f m. gg 7c:; &. c/ / .n.>d 7,_- jwi c6_ _1A

14. IS DEStG N CH ANGC REQUIRED A

M b P S S N 2 Y C O p Y ES. SEE ATTACMEDs g ) OR AWING REV. OCN

• es*=ee.aseen..aseem

_S P E C. REV. ADD-seoss s White Copy - Origiriaro, oc<.3 2 Canary Copy - Field Engineer PMk Copy - PQAE Coldenrod Copy - OC i t. m)

,c 3 w 4I [m) k ) k '* i < / NONCONFORMANCE REPORT ~ 1 333

8. 6A AwsNGgPA ft T NO.

gREV.

7. PR OJECT NO.

11. ft Ero ttT E D D V OATE

25. DISPO5sTeo's CONCUR f4ENCC Spec. 7220-C-2 30

,! 5 07220 ( f/ j M g'/fe !'P/zci/h """; p")'-"' Q-

3. ITIM OESC9t tPT80N

.e. ITEM LOC ATION 93 L TKO BY I C*ncrete Aux. Bldg. Placement A(613.25): h/gf '% @DATE27-7J k/)d.bdu,no /L A-%/

c. t Ea s As. NUM SE R

.. ST ARTUP S Y STE M NO. e t /f E [LACEMENT PART R E V.

• • M U *
• h *
• O ** * *'
• " 8/

3 N/A N/A /. /A I

1. 1. ~

'f p

s. PuiCH ASE Oss OER NO.

8 0. OC FsEE.O INSPECT 40N PLA N NO. ItI'NEPLA CEMENT SEftlAL NO. / C, f/= +7 s/A C-231-3-555 'Rev. O _3/3 7',",,,", ", * ",,,",,* ~f/ *

e. Cu N Y R ACTORii.OC A nON

... gu E a vEs a SOURCE V, Champ _i_on Inc.. Ifidland. Ifihan ,g E" Subcon tractor .T E " 0 4. Gli3UTING INSTR UCTIONS: Q ROUTE TO reELO ENGaNEERING Q f*0L T E 10 M ATENI As. suPERVesOn ... NONCONrORM.No CONOinON. Spec. 7220-C-208 Rev. 5 in Section 9. L.5 requires that the total air content of concrete as measured at the point of placement shall not be less th.in three percent nor more than six percent of the em e rn re by volum _ conrarv to the__ah.ove an air content of 2.4% was neasuted_at the end of the cuen line_ on concrete represented by Ticket #05977 placed in Aux. Eldg. wall, Pour A(613.25)c'. Nonconformance noted during routine QC Testing of Concrete. "Q" Lis t No. 1.205. f j,,, 7gg Affgeypo g sg gg,.f c,f ofjg. / f 2A Q FRELO DISPO58 TION {FIELO RECOMMENOATBOM/ ROUTE TO PROJECT ENG8HEER8NG

21. FtELO OtSPOSITION RESukTSt Field recommends "use as is".

Total quantity in placement sas 116 c.y. Placement inun1 vert in nn interior un11 and_;m_tuch vill not be adverscly affected by 8 c.y. of concrete _havintt qn air content of 2.4%. E[.,y ,/~b N { W///k' p / / 3 2. ENGINEEftING OlSPO$37 TON

33. ENGINEERtNG Ql$PO$gT40N RE5ukTS:

Ennineering concurs with Field recommendation to "use as is" because: 1) Durability of the subject concrete will not be affected since its locat, ion prevents alternate freeze-thaw cycles. 4/f]c,4ff/,j 2) Concrete strength will not decrease with a lower air content. f,,, [*(/

• e/-S-75

,U V Q '. w w 1/ + 7 < l ,,..,eE.. CHANoE coo, RED m,,0 u.RE,eC m MA m.A O.." m.ON g,~--.~- u.yCgyjpg.j a E...- TT.CNE O. ,,yg e... 3 ga awing si E V. OcN t , PE,. : ,,E,. A,,. sma s White Copy - Origiaetor G C-G a a Canary Copy - fwd Erialneer Pinit copy - POAE Goldenrod Copy - OC ~ ' h

b ~ ,m t ) ,, p E 'A - NONCONFORMANCE REPORT 1 334 4 Or

2. 4' AW8 NG/PA RT NO.

3 R E V. T. PR OJECT NO.

11. F EPORTED sY Spse. 7220-C-2 30 '

!5 07220 /M&A'e, / !'9/J/7c DATC

25. OssPOSITeON COF8CUMRENCE

" ' * ' ' y " " *' p

2. sTEu m ESCRarTiON

s. 4TEu tOCaTeOes j

41aoatED ef 8 0'a _ Con cre te N Aux. Hide. Placement A(614)a ' ///[>?1DFvb M Tk3-7I 9/,/k[ ,,,A //-[>7-[

c. m.. MuueE.

4~ / A .. $1a R tup S STE NO. .y E Pi.. C E EN T,,R T N i g /u.-.~.iz({Us.~ t s 1 - A 'T.ti, .w.. e.. 3 i e....' R E V. I '{ff - M/A 1 9 s o. OC raELD iNSeECTaON PLAN NO. s a. e CPtaCEmENT SERIAL NO. ~'

s. Pu zCMaSE ORDE R NO.

( h~*, ff. f *7,[ N/A .C-231-3-552 Rev. O N/A y a *'

• a- -= *-* f/ *

c. Ca NTa aCTORfLOC AT sOro es.4SmE O vEs ir50uacE Chamoion Inc., Midland..Michinan COOE

~~'-==" ~~t"' irEu 9 NO Sub,,c o_graxt or g s. C@ UTING IN h T R UCTION SI.- ROUT E TO PIELO ENG8N EERING O aOur2vo=arca'aiSuPe$.<'50R $$. MANCONFORMING COND4TIONs-Snee. 7220-C-230 Rev. 5 in Section 9.1._5 requires that the torni air content of concreta nn censured at the point of placement shall not be less than 3% nor more than 6% of the concrete by volume. Contrary _ to the above 'an air content of 2.7% was measured at the end af the pumpline en concrete represented by Ticket No. 05826 placed in Aux. Bldg. unli Pour # A(614)a'. Noncan formance noted durinn routine testine of concrete. "0" List No. 1.205. One tan anolied. __ Q FIELD DesPOSITeON QF3ELO RECOMMEND AT80N/MOUTE TO PROJECT ENGeb EEReNG 2 ). 2 3. F3ELO DesPOS8700N RESULTSe

tic 1d reconnends' "une as is".

Total quantity in placement was 213 c.y. Concrete placenen't involved is an es:terior tiall below ' final grade and as such trill not he advere:ely affected by 8 c.v. havinn an air content of_2.7%. .j [/7 b /) r ' % /zr

22. ENGINE E R8NG OtsPOSITION 2 3. ENGINE CR SNG OISPOS87 SON R ESULTS Engineering concurs with Field recommendation to "use as is" becaase:

1) Durability of the subject concrete will not be affected s:.nce its location prevents alternate freeze-thaw cycles,

, A Q,,_ 2) Concrete strength will not decrease with a lower air content.gg-'fy#f4'6 i /l'l,l,jl!wd.':/ n-D j.'.stI.x 7r E4.13 DCisGN CH ANGC REQUIRCO @NO 24 REJECTED M ATER' 44. DISPOt tTsON O mst e ve sweeuse 27. C E O vEs..EE ArraC Eo. p __ e..., GRAWIND R E V. OCM avveneesses esseeeswee SPEC. R E V-ADO. s ee a-o White Copy - Originator Q CT. 3-3 Canary Copy - Field Engineer - Pink Copy - POAE Goldenrod Copy - oC t$ ~ f" a kj _J y

rh 'M f E i NONCONFORMANCE REPORT Or _] 335 . m ..N G,, A R T NO.

REV.

,.,R O,E c T NO. ..... O R T E o. T s acR. T ON ...T E M i.O c A T,0 N dIIdrM;e j !oATET M s-"j "p" ' ' ' '. Q "*-

25. o.. OS.T.ON co N c o R R E NC E

.. TfA,. c,nn !s d _3 07220 "~~ i OATE j [3..o ATEko l Q -9 "'7'_g WMd,yM gg vj Concrete iux. Bldg. Uall A(612. 75)b' h L. L E HI AL NUM BER

9. ST A R T UP S YST EM NO.

g. R E3.LA CE M C N T R T NO.

• REV
• s e k' *. 6
• I a* *** t -
  • 'W N/A

'IMM,N"'dI IU /

1. ^

n/A N/A n'

s. PuucN A1E OR oER NO.

s o. Oc rsEs.O sNSPECTsON PLAN NO. 3 4. N Es*L A C EM EN T SERI Al. NO. [ [/

• wA c-711-1-567 1{fA 7',',",,,',,,',****~'$

.. c, TmcTOR,mOc A T.ON ... gM E o TES ...SOeRcE g [ f _C'.qm.n.f o.n,T,n,c._, !Iidlan d, Mich i,an D_ O Subcontractor .T E - S S. 420UTING 8%STRUCTeONS: QROUTE TO FICLD ENGENEENtNG Q ROUT E 7 0 tw A,TER 8 AL SUPE RVISO R 4 9. N;NC A NFORM4NG CONoBTION: Spec. 7220-C-230 Rev. 5 requites in part that the total air content of the concrete as macured at the point of placement shall be between three por cent and.six percent of the concrete by volume. Contrary to the above, an air content of 2.5 per cent was measured at the end of the pump line on con' crete repre- _ sented by Ticket No. 06081 placed in Aux. Bldg. wall Pour No. A(612. 75)b' on 9/5/75. Nonconformance noted during routine OC inspection. "0" Lis t No. 1.205. One tao anolied. m2 o r Eto o s OS.T.ON ar Eco REcOMutNoAT cN, ROUTE TO,RO,Eci ENG NErR.NO a. riELo oiSrOSiT O. RESui.YS, Field recormends "use as is". Total quantity in placement was 101 c.y. Placement _.'nvolved in an interior vall and as such will not be adversely aff_ceted by 8 c.y. of concrete having_an air content cf 2.5%. ((-(([d l l qu/,j/p g-

22. ENGSNCE RING o8SPOS4 TION 2 3. ENG6N EERING DISPOS 6TsON R ESULTS:

nased on the cylinder strength data received by telecon on 10/29/75 from G. Knoll and lack of susceptibility to freeze-thaw cycles due to locanion, Engineering concurs with Field recommendation to "use as is." [ yhd /6.y.73 ~ l s, _./ A,4 ar 3113 OEZB1N CN ANG E REQUIRED

25. RZJECTED M ATER B AL DISPOS 1180N O*=

"a ve s s **t.*

• qO 27.0 M

A Vl'S. SEE ATTACHEDs (, ,,,,,,g CQ AWIN N REV. DCN ..............u.. SPEC. R E V. ADD. white Copy - Originator G C<.a 2 , l Canary Copy - Fleid Engineer Pink Copy - POAE Coldenrod Copy - OC (., y r a

r j g) [' V.' k- - 0 p.p % R'Y / i NONCONFORMANCE REPORT " M M "3 3 -... ~ a,., n o_.

3. u.

....o,c c r u o.

a a v.

... n c co n,c o.v Spec. C-230 5 07220

o.ve,

n. o.s os.

.o~ co c u-c cc

• O /' e

""~ '-' T *"- ... so c sc. r.o- ..., e u to c a r.o" IM- [_j(1, (f[C.[.. n4 7[ .n u.o.1co - 4 o.vc Concrcte Aux. nidn wall A(612.75)b' ( /';&.L'# $4 -7 # - f .. e.~,.... e..f...

c. ( c a.o i. - u-..

1.o r u. si c u o. c,.cc cor. r no. . c v. e..e t

o.,N/A hLA

d. l_A I

,;;a. u ',, y sa. y: 7 /,yp.y,( u cuase onoca uo. ~T

• h.......l<. f/

... oc r cto.~secer.on et. no. ... occo ccucur scn.at no. ,..s /, g., u. C ~ //. 75~ j. N/A C-2 31-3-56 7 N/A p "' *- * ' -- -j ~ C. Co N T R A C T o R/ toc.T.oM 98.AsMc 0 vcs 71.souace coor __. Champ io.NsTRuCT oN stn Inc< _..111dlandJIlchigan ~ = = ~ ' " * " ~ - 0 ao _= _S_ubcontractor 'v c = SS NouT.NG Ro uT To F.cLo.NG.N cc M.NG O ac u r c 'o a av ea'suec avisoa

99. NoNCoN FORMING CoNo.T eon r Spec. 7220-C-230 Rev. 5 in Tabic 9.1 states in part that the rejection 12mit for slump of D-2 concrete mix is 45".

Con tniry to the above. a slump _)f 5's" was measured at the end of the pumpline on D-2 concrete mix represented by Ticket No. 06092 placed in Au c. nldg. wall Pour A(612.75)b' on 9/5/75. Nonconformance noted durinn routine QC testing of concrete. "Q" List No. 1.205. One tag applied. 2A O c'o o'$ros"'oa Gr.c'o acco==caoar o~iaourc vo caosect ca.i~ccaiac . ricto oiseos.r.o c,' Field recommends "us~e as is". Total quantity ~ of concrete f.n placement was 97 c.y. _ _Due_to_the_ncthod_of_nlacsment. i.e.: pump, the 8 c.y. of Qs" slump was distributed -. aver._the_.cn tire s u rf ace _ area _o f_the_ p_la cemen t. Therefore ti.e concrete in guestion .y_ill not adversely affect the overall compressive stre,ngt!} of the total placement. / 'bnh YYn.h W///7V n.<~o ~cc..ua o.sros...o= f .c..... o.s os... csu ,s. R<= view of the attached table of data for pour A(612.75)b'J ves reasonable proof i that anproximately 8 c.v. out of the 97 c.y. pour had a high slump value. One _ out of 4 slump tests at the point of placement and 1 out of 6 slump tests at the truck discharge were above specificatien requirements. The results of the 28 day compression tests for ticket number 6081 combined with previous compression test at.3 ocs aa cannos acou.aco g,.. re. aceccrco marcaiaa. o.5 os.r.on g*,';- " "*~ - =7. g4 giccr La g ggg O res.see artaenco. c E m LW.MG R c V. oCN i.. (. .we e..aae s..esee. sPc t R e v-a o o. S u S-3 Wha.eCopy - OrQin.not o C T.3 -3 Canary Copy - F4e;d Engineer Pink Copy - PQAE Goldented Copy - oC .s i

iq jffl \\l liff>f, ll1 l 1!l] !1[/ d,iIiIJIII49I = g 6 h y i n. 3 c t 3 t i i n h l e w i o n b r e r i c ? a o n e u n i t u g(s c. u e d r q r )F. l<- e c e r n t o e .Z~ mh h c r 't c h g p n / n m o /- e u c R r l l ) O t s l f(lp M s l T 2 h a e g r t r_ h i e f n 5 o t h v p i o oe 5 34, l nQ G 0 2 t f m 5 i-e o e t e e e h nc 2 3 4 31 I );, R V R.,, t i a 2 c m O a y ol n PP r l l c o C ' i w 8 tc T e AY'U. n t e N g o c f E kr 0

0. 0 r

i e f T ca 0 t j e N uh 4 4 s b O rc 4 ) e u e C Ts 4 D u s l i 'T . q b R D e a I N n h i A 8 i t c C e ht O T. 5+ . e t r cn 6 8 t a p t a ( T e h p al 5 5 56 R r t a BP 5 - c O n n n P o o a ~ ^ E c i t e c-

vR 2

i e a m f n E h d 2 4/ C t n h oe 4 / /1 p( m / e m t t e 1 2 2 1 1 - N e - 5 t m o nc A M a o n i a 3 5 3 + 2 ol R c c i e l PP O= d r l F n i i d w N e / l g O e e C t i r P kr 2 2 2 4, / 5+ N e f u M ca / / 1 r o U uh 4 1 2 1 c h p L rc 5 - 2 g O 3 2 3 N n t S Tsi o i e c w h D t x s tu ". ht 2 2 i r 5 m u / 2 n b i t a 1 3 1 5 4+ c o s cn / 3 o a al D c s BP 4 3 d a g e p n t e mi u s u r b u l e i s e r O n t o N E 1 2 4 8 2 GE i s t "2 g i T / n d d E 8 8 8 8 9 AG 1 E n K 0 0 0 0 0 RN 6 6 6 6 6 EA VR y a C 5 l I A m h T f s r t o y o g a f n s d i e % ]7-t n r l 0 u t u9 s x s s e t a r r a w o ~ i 2 ?. 2 k I c o l I Ifllf f\\/ \\kfj/\\ /\\

7, c a: Y ? ( ) ( '. t. MP u u 'I NONCONFORMANCE REPORT ~ 1 339 'g

2. C N A WONG/P A R T NO.

3REV. T. PROJE C T NO. OP . Spec. C-230 i 5 7220 < M th'./ l'#::/, r 31 94 EPO8915.D BY DATE

25. De5PoseTeON CONCU48'E NCE M

= y ", " ~

3. IT CM UE SC RtPTION

8. ITE M LOC A TtON g

. V ALaD ATED of IdATE' 8 _Concre to Pour _J{p,_ M608. 6 7) a ' .li - * % !'/ " ~ # [6% -.I/(:D._ 8-/..[. #II L. WA NG A L MUMe EM

9. ST A R T U P S Y S T E M NO.

_s SS stEPLACEMENT P ART Nb. I MEV

• mese e. e N/A N/A

./' N/A ./ ...p[,.'.'.'. es s e e % 7. 3-e r je P

1. ~

S. PUN CN A SC O N DE N NO. IO. QC F6E LD INSPECTtON PL AN NO. t o REPL ACEMENT SERF AL NO. f v#*j f.f'/*/u.-. ( ) ff s J _u/A c-20 n-i-n 0 . _ _ n /.A_ /;'"' "- -"- ' /7 a C NT., A C T O., LOC AT.ON ... gM; a.E. n. Oo CE Champion Inc., Midland, !!Ichinan iT E M O NO Subcontractor 3 7. ' OU TING INS T R UC T 80NS: y ROUTE TO FRELO ENGINEERING O aot 'E 'o Ma'Eala' supe a vi5aa i 9 9. MONCONFO RMING CONDITBON: Section 9.2.1 of Specification C-230 s::ates that the measuring of all concrete shall conform to AS'IN C-94-72. AS*1M C-94-72 states in part for batches stialler than 307. of the full capacity of the scale, the _ quantity of cernent shall not be less than the required amour t. Contrary to the above, Batch Ticket No. 06043 re-pr'sentinu, the concrete in Pour # A(608.67)a' poured on Sept ember 3,1975 shows the cernent content below the e specified batch weinht. "Q" List No. 1.205. Hon con formancc noted during QC review of batch tickets. 2 ). Q F SELD OtSPOSITION GraE LO seECOMMEND ATSON/ ROUTE TO PetOJECT ENGINC E FleNG It. PSELO OSSPOSITlON RESOLTSe Field Reconmends "use as is". Batch ticket identified in block 19 was for 1 c.y. o l classT1 grout, used in a duct bank placement', with a cement deficiency of 117bs. ~ Grout has no xequie required design strength, however, the affect on a water cement ratio would be an ingxee increase or 9 0 0082 M fork may roceed. lkoh% /W20b S j - T

n..

G.N E E a G o. PO s.t.O N / /

n. E,.G N E E n.G o.sPOs.T.ON a E suL T s, A lower cement content vill tend to reduce shrinkage, strength and durability.

The deviation from__specified tolerances is approximately 1 J. This difference will have no detrimental effect on any of these properties. Engineerigg # l recoc: mends "use as is." Q /b,ib// 6 16 e , / j f.. V (Y '!' -.p i g,,, a:. o oEs GN CNANGE aEauiaEO

n. a EsECT Eo M ATEaia' o'sP >siv'ON

{*,'; - '""~~"" ayC ac Epg(f g3, - O vE .EE ArvACMEos ...e ../..e'..... mt,wa M G M E V. DCN e... .w..e.sa.e e.e po s een e.,, CI E C. M E V. ADD. '"0" L f e,. Whne Copy - Oriennstor G C G a-a ," + si td, Canary Copy - Fleid En21neer ~ ~ '

• Pbh Copy

- PQAE Gd*"'co copy - c ..i.;.,. m ) (... i N d (#

g gs ? gg

• f Y~

R9L NONCONFORMANCE REPORT ""].' 3 " 5 t 3

2. O M A WW f N G (P A R T 80 0.

e RE V. F. PR O #E CT NO. 9 L. 8. E PO R I c.f((T EO ef, deed b/-2-76' OATE 2%. O t% POSE T SON CONCO R N E NC C _ Spec. C_111 9 01220 " j' ", y'

3. IT E M O E SCFt IP T ION S. IT E M LOC A T tO N

'OATE

91. V A 5 hDATEDBY Jl/o279)f ',V//., h,...,,

fjly %' _k" cont. Liner Plate Unit #1 Cont. p C. SE RI A L N U M DE R

9. ST A R T UP S Y S T EM NO.

l. (A.PL AC E M E NT P A R T 3 em eie c e p oe t, g oes=.e. ' R E V. . ave C-111-48 S3-1-U2 N/A N/A D i ' " '" ' b !k...#[M t

s. PURC ++ A SE UNDE R NO.

t e. QC PIELD $NSPE CTION PLA N NO.

4. R E PL A C EME NT SE R 8 A L NO.

b %. h -[f

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._C-5 0 - A___ C-lll 9.7n N/A "**"*"*"~('] C. CO N T 84 A C T O R/ LOC A T ION It.ASME Q VES S T. SOURCE

coo,

............e. Southern Boilerde_mphis, Tenn. G NO Vendor .T E M 9 8. ROUTING INST R UCTtONS4 { ROUTE TO FIELO ENGtNEER9NG Q h ouTE TO M ATERSAL SUPERVISOR 89 NONCONFORMING CONOtTIONt. Throuch_ thickness _lealtdate_c_ted in);"_1_in_er_ plate durinuir pressure test of 1300 Azmu.th vertical seam weld leak chase at elevation 633'3". Furtter investigation by NDE revealed a linear discontinuity _in the plate on a horizontal plane approximately 5" long to the left from 130 Azmuth seam weld. "0" No. 1.109. n.,, W '" - D C'" W o D, >Ip Ic -l.n- ~&~,...,e 1 tag applied. 23 FIELO DeSPOS8780N h> IELO RECOMMEND ATOON/ ROUTE TO PROJECT E NGaNEERING 2 3. PIELD OfSPOSITsON RESULTS \\... L-D*t&p J sH. c3 JG G U e a,wt - Dj a. h, ommends__five_ inch _.arca bc-excavated _as-shown-on-pohhTr c sand-insert a tapered bacitup an s __W1t_c_atca_.pn_cxf r M _ucid_for 10E tin in to bear and liner pinte. On oppos ov ould__be ! " fillet uchdad_ t for 100 va n_should hn unidna firne pnn<= uirh IM0]hnhL with dr.701 1 M=%C'l.H. Ffve inches of existine Icak chase on vert. 110C shnnld hn removed for r it 2 2. E NG EN E E R ING D65PO SS T sO N 2 3. ENG ?NE ERING Ot%POSeisON RESus T Sr P_r_o i ec t Epnineerinn concurs with the Field Recommendation to repair the Icak in the g!g / cf gg';v~ r/ m,cg p r g 1/4" Ifner plate, as_follows: A J'gu MJe a 1. Excavate the area to be repaired. Mug_-c/A4',g&/,- r/%;

2. Deform the beam flange to bring it in contact wit:h the liner plate.

c b /,[/N M 2 1,//t [': g 3. Portion of repair extendinn beyond beam will have a backup plate attached MY//b/g[ /A#-7I e S OES GN CN ANGE REOU RED g,,, 2.. REsECTEO M ATERi AL C iSPOSiT.ON 0 - aw - 'a.- ~. - 2 b, e. p:MftA f, p. //~// PTANCE O vES. SEE af 7 ACNEo. D."== '1 ( $R AWpMO R E V. OCN f;g EC. R E V. A O D. I s ea-s White Copy - Originator G C<* 3-a Canary Copy F8 eld Eessineer Plait Copy - POAE Goldenrod Copy - CC 'f s

<f ^ A l .o ( ~. i w 2,, 3 ,3.,,co,,o _ _ l41 ~ IJONCONFORMANCE REPORT (CONT *D) i ecu ..,,. _. _ _ _ _,,,, ~,. BLQCIU!O-Excavate _af fected fiv_cE)_ inch area and tic--in area { vertical) in accordance with Appendix B Specificat; ion C-111. Rev. 9 (see diagram). Repair veld shall be made in accordance with repair procedure Pl-AC-LH utilizing, tapered back-up with (" fillet veld for 100% penetration (see attached diagram). Follow with NDE procedures Ifr-Y-l 2, Rev. 1 and LT-VB-1, 2 for integrity of repair area. f N b<N s'e:/1f ... BLOCK 20- Cont e--A1,lernate _ me thod: Press liner plate to beam and utilize beam as backup. (Measurements indicate _spe_cif_icat1 n__t.ol,erance for__dist_ortion will be maintained). Portion of repair and 9 excav tion. extenrHng beyond_ beam _will_haye_a_ backup _pla.te_ attach _ed__to the beam _e_dge. Repa.ir veld procedure will be P1-AC-IR utilizing backup as stated with fillet weld for 100Js penetration. Fo n oy_ri_th_D S_prR_c_ejures as stated above. .t11 velds will be full penetration. Nfhbs s - n. 7,' BLOCK 22-- 3. Cont. - to the hea_m_e_dgq_w_ith a full _p_enetratio_n butt veld. 4. Repa_ir the excavated area by full pqnetration butt weld, followed__by_JDE in accordance with Specification C-lll. 5. Add leak chase channel over the repaired area. 6. Show the location of repair and new leak chase channel on the as-built drawinns. N >f, C. in /n /, r- ,-h f.f i. '.,.? e.r, f,Q(/L& /r-u

• s.s-QC<* 3-3 eses 8 a White Copy

- 0 3pa.sor Canary Copy - Field Engineer Pink Copy - POAE Goldenrod Copy - OC j e x , ' Yi _ _ _ _ __ __ ___ _ _ _ M/ fr

____"________.____-__----_----------y-- DAT8" ESIGN CY- - / DATI- /O-Y-7S CHECKED DY SHEET NO /ROJECT 'OB NO I I LJBJECT 0187 M 33 3O E Fit.E NO 4 (

1. 7 l

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Pro.p_ NONCONFORMANCE REPORT "'M' i.EMGdn'fM.- ] R e v... GitcT E ~ 3 f.. o.7,o~y g ~ a,rg'iro ij. {'

o.rc s.r.o co~cu~.~ce Spec. 7220-M-92

!5 7220 .f f' }b-/JW f(.frc TTisL oescot..o. ~ - - - - ~ - ~~- l- - q- ...r c o tocar.o= , v7.?A, cy.1 r i o b' b.v.M -Jw..R./B Cran.e_ Motor = WilSr M O b... A.. dsf. - // M _;.,Ac,c.Di.p numon .. r a n, u,. v., c = = o. c..,..., j o. > R c v. s ..u __S e_ Block 19 __N /_A 5 if 3 / ... ri../ A N 1 ...unc...sc o.oc o no. ....e r.c Lo.~ s,c c r.o ,,.{,....M.., 's t jf. / 45' ccuc~r ca.. no. .j ,p L 7220-M-92 M-9 2-R-4 N/A f/- "' ""* " "* y-

c. c4uv.c roan.ocar.o=

..... c O v== 8'Sovatt Ila rn i s ch Fe ge r,,,Co,rp. /,Mily,a_ uke e,,,1{i s. .rru X] no Ven do r__ _ .... oui.*G n.sra uc t ions' ha_a t 'o " * ' < a 'a ' Su"5 " v '5a " D a*u't 'o "a taa'arra'aa .3. oucou ro-u.=G eo ~oinoa

• Specification 7220-M-92 Rev. 5 paragr3ph 9.2 states, "The Seller shall submit all electrical motor data' called for in Specification 7220-E-10." Specification 7220-E-10 paragraph 10.1 stuces, " Motor data sheet vellums, supplied by the Buyer, shall be completed by the Seller, including all applicable data, and returned to the Buyer."

Contrary to the above Motor Data sheet vellums (Form HDS-182) have not been received on jobsite for the follo, ring Reactor Building Crane Motors: Continued. 37. % F4ELo oIS,oS4T eoM CraCLo RECoMMENo.T00MfRoult To,RoJECr ENGINEERING

21.,4cLo oIS,oStrooN RESul.T$t AWw ln& _

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s. n d a U i-A..,1'w r w'*i.e a

? m/L$vlcni.8)) G pdk/fils5M& xcw 12LdO /2 a2wa am:ox. m6 xL seam' a%BMa/o.sh]hb $rd /YN. ibk N'NT. nf'I,%*'"' 2 A -; & /L 2 Uin m L i.s k "' ~ f ALD%alue/ r4 'N d u.i r L O. E k fo M..i n d m

28. E NGtNE E n gMG olScoSITaoM 4'3. ENG 9NEER4NG otS,oStTeorgkE SudT4[

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34. 83 otstGM CH.NGE REQutRED ONo s

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~m.... ~v.uww givouwu~ug...vi ivwu.. n m e an

'T werhead travel ng crones electric wre rope hoists I

i materiol hondkng systems electnc motors and certols

a. o. box 554 milwaukee. wsConsin 53201

'lJ "el.(414)671-M00 teletype twx 414-322-8306 telex 026-837 J 'Harnischfe=er s $2N5 October 31, 1975 i Bechtel Power Corporation P.O.. Box 1766 Midland, Michigan 48640 Attn: Mr. Ron Mathews

SUBJECT:

BECHTEL FOR CONSUMER POWER P.O. 7220 - M Rev. 3 P&H CN-25088-89 L AUX. HOIST MOTOR NAMEPLATES s. Gentlemen: Please be advised that the subject crane lef t our factory with improper motor nameplates on the auxiliary hoist motors. f'~ This letter is your authorization to channa nreaent motor name-plates with those enclosed. Very truly yours, HARNISCHFEG"R CORPORATION Roy odolak Heavy Duty Cranes RP/lme Enclosure cc: Mr. G. Thorsen - Central Service O Wmm isi n -m,mr

(m ,~3 ') pf f. ( NONCONFORMANCE REPORT ..t c V.

v. PnoJcCT No.

_1__ "y"y '

2. 5Cla t..NG/P A R T No.

o. Sp r.c. C-230 l 5 07220 I ' /t. 6< i t. rseroRTe o Sv'~ s' o A T c6 %,

35. UtbroseveoM CoNCuN..c hCc e2""

E-"

s. 1c=ocsc ier.o=

3. 3-Concrete Aux. Eldg. - Cask Pit A(613.25).'.i' y e o.,a ( z f', [ti i. S R" -

~ .. 1c = toc a r.o n e-v a tio a i o.ve fgt ? (' ' 1g.7 4.7.( c.ca.% u .c. .. s r., u, s, s.. no. t .;.7.i.'...3j ~.. i s.. c ri. c, c.,..a r uo. J./.A N/A. N /..A I c. o e v. ' M,.....~C.".. ') '..'.'.I

c. euxenase oncen no.

so. ac victo.nsreesion etan no. N/A ... n c es..e c u e n t sen es s. no. 9 N,,,,g c y,s- .,f y zw73 E71 .c r o nitoc a r.o= C-231-3-631 N/A 1',,,,,,,,,,,,,, d"

• • R

.as-c o vcs ...suace Champion Inc., Midland, Michigan ,', e G u. Subcontractor ... c o u r i~c.us, a uc1.ons, e nour e so r ecto c,.c.~ cc a.~5 O aou To = ave'i'ai s'u cNAoa '~ l). N ANCoNroRMiNG CoNoit tome Spec. 7220-C-230 Rev. 5 in Table 9.1 states in part that the rejection limit for slump cf D-1 concrete mix is 5". Contrary to the above, a slump of 5 " was measured at the end of the pumpline on D-1 concrete mix represented by Ticket No. 06390 placed in tae Aux. Bldg. - Cask Pit Pour A(613.25)a on 10/14/75 N:nconformance noted.during routine QC testing of concrete. "Q" List No. 1.205. One tar applied. 82 O r'c'o o'seos'r'oa Gricto neco==cnoarioniaoure vo raoeccv c~ cia. ca ac . ricto o.s osivion nesutvs. __ Eleid._cy.lind_et_s_e_t #649 was taken at the end of the pumpline from the nonconfor- - ming lonLidetttified in Block 19. 28 and 90 day breaks vill be reported. ?R da._brcokn nrn due_ll/l2/_Z5._ansLwfM_lte forwardedj/ l} )/ l o--Pro fect ', enc neering. ), . s -h.~ / g /;. 9 /;.c-as causse ca.no osseosition / / a n. cac ~cen no o.scosevion as sua.rs, Iligh slump will tend to increase shrinkage while reducing durability and st reng.t h. The 28 day cylinder strength average is 4860 psi as received from R Crote on 11-14-75. Based on the above and the fact tha: 5 " slump c ncrete will have no significant effectio_n shrinkage or d 2rab,ility, Encineerinre recommends "use as is." [/M8eI, N./7-75 'h'O"//.*M'. / T m o otsion cuance acouinco gNo ze. a ceccico =Arcanaa. oiseosi tion O vcs. sec avracuco. {,',,--'**-~" av.pcgrpug j ' /.... f gjf . 4.......- 4 I A tv.H g R c V. oCN. sPlc. R c V-Aoo. av.....a..e....c... Whiie Copy - Orig nator oc-E s-2 Canary Copy - F4 eld Engseer Pinit Copy - PQAE Cok.enrod Copy - oc / [ r

m ~ p,3g j ' .) o j NONCONFORMANCE REPORT ' ' " ^ ' ' * ' I' mT" ,, '.Tl,.f...;;- ,,.M..).h.! cL '.,N A.NOfPA,wNOT-~

ET re;;O,,. No. -"-- -

w,;s:Q,,w r U i nEnC-491 $0 07220 k h,;,:,f,m < js' ? b-l '. Y < *> ~ ~" ~ ~ * * 'p' ~ ~ " '~ ='* *' ~X' '- ... M <. m =, P T.a

9..Twa;.Ou u

'v!j.ATEO -2'r L ') d M J/..t.7'/ Ililti Flush Anchors QC lloid Aren a gm ,7 ~; Rill. NUM mE N

9. ST AR T UP SY ST EM NO.

S t EPL At tMENT PA85 7 3

1. I REV.

1 / ll/A N/A N/f I A.... i , PU I CHf/jf O R DE f4 NO. le. QC FIELD INSPEC TsON PL A N NO. /9 4. REPL AC EMENT SE R SXL NO. f[*j [ l 7220-F-12347 B-1-R-38 Rev- 0 N/A ....-.-p- . CO N T us C T O RfLOC A T SON e.ASuE O vEs s i. SOU Rce: { lliiti Inc.,/P.O. Box 538, Stanford, Conn. [q,,, vendor ~ ~~~ % a u' c 'o = ^ ' c a '^ ' 5 u"'" ma " I p: muT.N a NSTR UC..ONS.. 0 " u ' 5 T o ' 'c 'o c ac '" 5 '"'"5 C

9. N s NCCNFORMING CONDDTeON:Bulk Items List BEBC-491 requires that concrete expansion bolts have a Certificate of Confor-mance and a Certificate of Compliance.

FUt G-5 paragraph 3.3.6 requires documentation to be traceable to natorial j-rre,1ved. Contrary to the above,a Certificate of Conformance is not available for flush anchors received and the C:rtificate of Compliance is not traceable to flush anchors received. 1000 1s" and 1000 1" flush anchors on 5 PO 7220-F-12347 were received with Packing slip 619152 on AEO-1001. Nonconformance noted during receipt inspection !".Q"No. is not available. 8 Ifold tags applied. L' tG F f E LQ COSPOSITeON OF8E LO RECOMMEND Af f 0N/ftOUT E TO PROJF.CT E NGINEER8h G l 2 9. F4 ELD DISPOSIT 60N RESULT $s 'i:r6e6 b lacacv_.:bd nudk/4nad. zab >~ Am - h dia l J !A S ~ w ^ $ l2 1 4A*a %.~6 & L..H-,4,,. w.:ndL -!v Ti~ V i 4 &. n ~ / [.* *a'> ~ $ 1s // p A_ / Y /***! ti vi r'&i ! AM&L xf w,'s-Ln& ??i /', ~/M !- ) Y t A* $ f. o l bkJ/d/ f d*-

2. ONG0NE 3$1tNG OISPOSITtOM

/ [ 3 3. ENGtNE E RING DISPOS 4T 40N RE SULTSs LO S [.$." " ~~ " '.'a}D6,5(7?* hry g sT-7[ i. L sj f;E183N CH ANGE REQUIS8EO O NO O.E S. SE E.. ACHEo. I / ,e R An.lH 2 pe E v. OCM a.......e P P C. R E V* ADO. o,es s V%hite Copy - O r ig 6 nato, QC%aa r Cenery Copy - Field Engineer Pank Copy - PGAE Goldenrod Copy - OC / [

---

--- - - --------O

-( ) (,,[ ,ry ( / g< g s .-, __e _ v s NONCONFORMANCE REPORT _1 353 o,

2. o L A UWlHG/P A R T o.

t R E W. F. PM oJEC T No. 32 REPo. D.TE 2 3. D.

• 5, dJ E D O[c.b

/4'//yr --*~sPo s e T so*. Cot.CU R R E NC E C-111 - Spec. l9 7220 , ' r, - ~ ~ 1 ~ m- -a - .... u ocG;iFr.o= E vaoa v<o av 'oave ...v e u to c.1 o "

1. 2, El. 623' Az. 195 Reactor Hldg. Liner Plate Cont.

Az. 2050 - We ', 't.I /r 4 !//,/e//s-.'8 T.7/k...,y t e u- //.6,7? rar

c. m R... u...

.... R,u.s.s,. .o. o. s g... N/A N/A 11/A g y'/ '(,.,,y,,,,,,,,,,j,.C(,'i f/4,-71 cauzca.se oRor R uo. ...ocr.to.~s,ccv.o .. R r es. c e-c =1 s R.. no. y _N/A C-110--ll c._ Rev. O

c. c a n v R a c r o Rii.oc a t io n

_ _N/A "'""*****"'"f t ...sc o was i t. souRc. N/A Construction 7.. cou r uG insr Ruc r.on s, gj Rour c,o r.ri.o cuG.an cR.~G o Rot te to uavcR.s.su,sRv.soR 3. con,oR. G co o vion, Spec. C-lli Rev. 9 Appendix B para 3.4 states in part, " Deep imperfections shall be removed". NOTE: Deep imperfections are defined in Spe_c. C-lli Rev. 5 Appendix B parc. 2.4 as greater than.06". Contrary to the above liner plate C-11.1-14 (S2-ll-U1 and S]-13-Ul), has two (2) deep pits. 1. 1/8" X.063", Location Approx. Elev. 623' Az.N d 'grecs, 2. 1/8" X.0;0", Location Approx. Elev. 623' Az. 205 degrees. Nonconformancenbtedduringcoatinginsp'blMidattached. ection. "Q" No. 1.109. NOTE: Pits have been coated with Carbo 7.inc II. Pits have been marked with chalk. -fDS'h g risto o s osiv o" Oc'o acco""c"oa'io"/aoure to,RoJacr raciareRinG 23 2. risto o.scos.v.on Resus,s, Repair in accordance with Specification C-lli, Rev. 9, Appeidix B, para. 3.4. gc-fjp,.,;,,fet to pup /f,gg Thin 1. nn_apprJLVnd_stendcId repair proce._d_ure. Work may pr)cced. Implementation fpfr/ 6 C.'; c r4 'D,... <ffEOO, expected orfor to November 30. 1975. OM Mayd /.. .c _. u-ME A F rF 6 ///- /4/-/3 ,w a r y cMtO % Ad-mm'- 75

22. 2NG.NE ER ONG DisPostT.oM 2 3. E NG.

E E R ING O.sPossi so,. R.t suLT s r

2. 83 0EstGN CH ANGE REcutRCD O"o 2.. REJECT ED M ATERI AL dis.os3TeoM O'*"..-*'****n'**

27. oc acY) erd.gccn. f~~

)/-te,- 7S-o n. gj O v es. sae avvaeweo. e...... <vr GRAWIN. R E V. DCN .w. .....eone.ag, e..e i P !c. REV. a D D- ' -' 8 8 WheteCopy - Originator G c-G a-2 Cenery Copp - F se.d E ngineer Pink Ccpy - POAE . Goldenrod Copy - oC. [ ? [ [% ("~g ( [a J / A */ 2

r-y NONCONFORMANCE REPORLx _J ^

2..o a4 i

e pgp p E v. i.exe;Ecr Ns. f cr 1 d4,

2. a R

g / ,caTE 2s.oisrosaTioN coNcunaENcE 7220-C-111 !4 7770 [v[ M$ 7 8

s. sTEu oEscRieTeoM

• oa/Ish j [

5./5' ~ 11

a. :TEne i.oc ATion

_ Dome Plate Assembly Dome Const. Area Md is apoa TED ev /([, !// dg - 98[- n fono v

c. sE R As. NumeER

e. runcNasE omoEn No.

M/A j REv. ~..... -.n.....p a ~#- 6 N

s. sT ARTur SysTEu No.

f. 4.uca.acEmEN T ra c-111-115 o. no.oc riEto NsrEcTsoN roan No, N /A. ~ I 7220-C50-A is. RE*La cE=ENT serial No. C-111-115 Q h,,. .. M. //-4,-[ pfj a coNTRacToRiLOc4TeoN N/A ((** * " *"" * * * */f"

• si.asuE O vEs it. source Southern Boiler & Tank Works FJ NO Vendor

'T E = so.ROur NG INSTRuCTtONSI QROuTE To F4 ELD ENG4NEERING h flouTE TO M AT ERsAL surERwasoR 8 9. NONCoNFoRM9NG CONORTsoNi The_ liner plate is_bJokertat th zahop seam of dona pinto R %9-14 af rinna plaro nssenhly C-111-11L "O" nn. 1.10L A,ff __ //--f- >,' y L f&0 NOU Y$)Yk/0 CW5N, //~ T~ 76' EJ FIELD OtSPOSITaON CFICLO RECOMMEND AT80N/ route To PROJECT ENGINEEfilMG 2 s. FIE LO DISPOSITIoM RESuLTS Remove nonconforming area and replace with conforming natorial in accordance uith Appendi:c B of Specification 7220-C-111. Cover s_ccms with_1gok chase channel. !(enair anticipated hv November 20. 1975. Work _ pay proceed. (T_i /T/%-/ t1 -(s~-p, L

22. ENGaNEE RING DISPOS 4T40N 2 3. E NG0N EERING Ds5PostT&ON RE SULTSt 9

2 s. eS DESgGN CH ANGE REQuaHED no 2g, agsggygg M ATERI AL E'0SPOS8 TION O a = 'w a. '. *--*u. a C <Es sEE ArracNEo..

27. oc accEer4NcE Oma OG A W4 P'G REV.

OCN (PEC. l e. 8 i R E V-A D O. a., .een.... Whhe Copy - Originator S cis 3-2 Canary Copy - Field Engineer Pink Copy - PQAE Gotaenced Copy - OC / } ^

-.r g I .T .fJONCON FO R.% REPORT '#^*** ~ %5 ,s g i W."""' ^^ ' MO t Riv. T.PA43ECTNO. __a O- ). '. spec. c-230 l5 1220 f)f(g% .w)7/71 lDAJ3 2 5. 0 4i P'# 5 B T 80 N C., NC U R. N C i 82 QPO4T ET vg

3. BTEM DESCR8PT80N 8 ST EM LOC ATION Pour # A(614)

^ PE D = v ...x.R T UP,T m M NO.Au,_Alb, Shb_hnr S-4y _bl6/1-c4 ' //^ ~kO7"g-- i d C.'1 __Coacrate ...E R. A L N U M.E R T m ACEMENTPA T., .E.. T. N/A N/A N/A 1 I '.c S. PURCH ASE ORDER NO. '~ 3 0, QC F8 ELD 8M SPEC T80N PL A N NO. t, SIE PL A CE M E N T SE R B A ENO. __N /> r-?ng_1-1?? y/5 ~ .= .. CON T R A CTO RrLOC A T.ON ..A.ME [3 T E. ,,..OURCE planp,i_on_Inq,.,,J!idland. Mi.chiyn COoE

• • --a*-"*"**

a tea Q No _ Subron tngtor L $ 5. ROUT 4NG eNST RUCTOONS. ROtJTE TO F SELO ENG4 NEE 4tNG Q ROUTE TO M A TE RI AL SUPERWe50R

19. HONCO N F O R M BNG C ON Dt T 40N 4 Section 9.2.1 of Spec. C-230 Rev.

5 requi es that all concret_e mater _ials bq_nq_aquiqd_L t ~ ance with ASTt C-94-72

• states in part t_h a t powdered admixtures weig!1nn accuracy shal_1_le_within_+ 3 nerce 3

the design weight. Contrary to the above Batch Ticket No. 06594 representing concrete placed in Pour No. on 10/30/75 shows the flyash content to be 3 lbs. below the minimum allowable weight of 310 lbs. Nonconfo: ?? -r., noted during QC review of Batch Tickets. "Q" No. is EECGC 1.205. One tag applied. 20. Q F8 ELD OtSPO5pf EON QFtELD RECOMMEND ATeON/stOU TE TO PROJECT E NG#NE ERING 2 9. FIE LD uaSPO set 80 Pe St E SUG.TS 6 2 2. E N GIN E E R ING OI5 POSIT EON 2 3. E NG SN E E N sN C. DISPO $tisON RE SU4 s a.. is oEssGN CN ANGE REOuenE ONO "*c "^"'^5" 5'" U"*'***'"***" *c^cc^" O TEs. sE E ATT ACHEo, Osc-.. DR AWGNG RE V. DCN a w ves.e e s e. e. s., a t.. e SPE C, R E v. ADO. I0498 8 White Copy - Or.genator Canary Copy - F efd Engineer Pink Copy - POAE ., ' = Goldenrod Copy - OC .) g .0 i., - ,s.: s* ~ - J 'i n

\\ i. a l, - i c 1 ' l r L NONCONFORMANCE RE RT s .- RJf M '/P1' T NO.

7. PR OJE CT NO.

'#^"' g RE v. e, ' O.t. R E PO R T E D g y _ 1 3% Spec. 7220-C-230 5 07220 DATE _ _... TEM DE ScR.PT.ON tb. DgSPOS4T40M CONCURRENCE .? '#i~ d' sn/ Y- ...tTE" 'oc^r'o Ni TJ1d Concrete EA(IS7)b' -(0;.,.-ij.f,loarE,,, w/;t ' Pour No. A( J $ 2 vaoa vEo = T

4. SE Rf AL NUMBER

9. ST Af9 TUP S YS TEM NO.

t S. REPLACEMEN T PART NO. / R E w. ene,e c' e.a to e =**=e s= S. PURCN ASE ORDER NO. o**e 1 N/A

19. QC PIE LD GNSPECTION PL A N NO.

3 6. REPL A CEMEN T SE R I AL NO. ees,ece e=ee=e se

6. CONTRACTOR /LOCA TsON C-231-3-665 Rev. D N/A eave

-"~~----

I f. Asa#E { VES tF. SOURCE ~- Dmnnion T te.. %11and Michienn COoE S t. ROUTING $NSTRUCTIONe4 .T E M G NO Subcontanctor - ' - + " - - " ' " { ROUTE TO FsELD ENGINEER 4NG

== 9 9. MONCONFORM4NG CONDITION: Q ROUTE TO M A T ERs AL SUPERwsSOR Snee. less than three percent and not more thaa six percent of the total v shall be not concrete _ Contrary to the above Eatch Ticket No's. point of placenent. 06651, 06655 and 06656 had a measured air content of 2 0T resricctively at the end of the pu pline in Aux. Eldn Vall Placements A(599)J' and A(SS7)b' 2. 7,': and 2.2% 1 _"0" TM s t No. 1.205. placed oa 11/12/75. Nonconforrance noted durine routine OC Testinc of concrete 1 20. Q FaELD DISPOSITION QFsELD RECOMMErf r2ATsON/ ROUTE TO PF OJECT ENG6NEERING s ag. FlE LD OSSPOSaTION RESULY$r .i

22. ENG8 HEE RING D4SPOStT80N I

g g g gg,

24. OS DES 4CN CN ANGE REQUIRED O NO 2* "*c

"^"'^5' 5"' O vES. SEE ATTACHEo, O".*."..*--** o. ar oc accEPr^Ncc DR AW4NG - REV. DCN SPEC. eave R E v. , y t oo s e-s ~ ADD. av==ee se e u...e even

e..

~ White Copy - Originator Canary Copy - Fierd Engineer G C <. 3-2 Pink Copy - PQAE Goldenrod Copy - OC .N w, s.A

g"f., - p

LVL o

NONCONFORMANDE, REPORT ( x . O~ A5#8N t/PA R T N s. 4 Or 2 357 s if E V.

7. PR OJ E CT N D.

12. R 4[TE Spec. 7220-M-92 l5 DATE 2 5. DISPC iaTION CO N CUR R Ct4CE J

7220 jDATEDg9 'W #-/P7.3 ' ". " * " " " ' " ' ' j "." '" P 47GM D 3SCRIPTION S. ITEM LOCATION / I 1 5 R/B Crane Motors llarehouse 'l (/JGP l//-/7-%, DATE L _; RIAL NUMBER

9. ST AR T UP SYSTEM NO.

dEPLACEMENT Pf r/r NO. 5 3 S:e Block 19 ft/A fl/A f/ lREV.

• • '88C'*****"-**'****

, PURCH AO ORDER NO. 8 0. QC FIELO INSPECTION PL AN NO, 5 6. REPLACEMENT SERIAL NO. 7220-M-92 N/A fl/A

• * * " * ' ' ' ' ' - * = " - * - * -

C_ NT#; ACTO R/ LOC ATION 99.ASME O ves '7 sovace Harnish Feger Hiluaukee,Ilis. U NO Vendor __m___ E

3. L EUT4N3 SNST R UCT f 0N $r Q ROUTE TO FIELD ENGINEER $NG 07 ouTc To =^ tea'*L supe'avisOa

~ .. NONCcNronM,NG C " '" "' Storage requirements Form F-1-193, Rev. I requires motor space heaters to be connected to a l power supply. Contrary to the above, heaters for the five (5) leactor Buildino Crane Motors listed below are not connected _to a oower source. 11 2H51 End Truck Motor Cor. 2 -------- Heater burned Jut 11/1'i/75 21 2H51" End Truck Motor Cor. 4 -------- Heater burned out 11/l:!/75 [(ContinuedonSheet2) [FICLO 045 POSITION OFIELD RCCOMM END ATION/ ROUTE TO PROJECT C 4 GIN EERING

21. F4 ELD Dl5POS8 TION R23 ULT 5

~ . ENGINEERING DISPOSIT80N

23. ENGIN E E RING Da$POS87 80N R ESULTS:

g g t;32N CH ANGE REQUIRED NO \\ O vEs. sEE 4TTACu ED. 0..... ^ ^ OWsN3 R EV. DCN E C. REV. ADD. avvue.ea,o.es.scwo, o,,,

• ff r

L E. mwm - ( ORIGINATOR LW

l l fl l f 1l. 1 1 ll 1i l l l l l l l i 1 1 l 733 a, 1 a ~ O c ( .r R o O ? s r i o v T r A 2 e l p l e u i c S G I r. e R ga O s r o t S s l ) a D ir 'T e N t O a M C ( e T h R t O y P b E R sr 5 l E 5 o C 7 t 8v / o 2 f 1 / e R 1 n 1 d d a O e e r F t t t C N u c c O 1 o e e B n n / C e d n n R N g e o o d O a n c c f e P r s s o i A u i i l m b d d e p o c p r r r r n a f e e e a t t t l s d a a a l g e e e e i a u H H H e t n v i r d t u l n s o o r h C o g -id t n r r o o o M r t t t u f 0 o o e d I M M v T i d I t t r e D s s D t 2 i i o 0 o o y n t C H H e i l e n n l c U G x i o n t I u a r a M A M T m 1 7 R r 0 0 O 1 1 1 o n~s F 5 5 5 f H H H n 4 0 2 2 2 o e C c # \\ \\ N n O ) 1 1 o H 3 4 5 N 0 9 1 .~ 6 ~ ~

.~ .s h/ ~ j NONCONFORMANCE RElij) ^ " ' 1 358" o

2. DJ AWING /P AR T No.

sREV. T. PROJECT No. /[2gh.//M w !'//[7/N 8 EPORTLDDY DATE

25. Ds5PoseT rore Cor4CU NN E f*CE Spec. M-117

,I 5 7220 . "--- "&..ne s e {"g "- -{ - ~ " ' '

2. tT EM DESCRfPTeoM

.E. ITE M LOC ATeoM Q C N CJ L. D //*N *2) 8 3. V 3 W esk_y_alve Peceiving-Area-Ki$M 'J~ W]bA# DATED ay N% ) ~l7'75 ATE cc2 l wt a-74 5 u.. r is-

4. SERIAL NuMhER

9. sT AR tup Sv5 TEM No.

.IREPL ACEMENT PART do. , R E V. emene s. e.s te e s ease / g 4632-04-1-1 2N-464 N/A / N/A I/ f j by;,,,,,,,,,,,[iA //-2 8/@_

s. PuRcH AsE oRDcR No.

no.oc r ELo iNsPEcTsoM PLAN No. i s. REPLACruCNT sE Ri AL No.

3M.

.7220-M-117 AC H-ll7-R-G Rev. O N/A p",",_" ",,*",, ',, ',,',T ' "

e. coNTR AcToRfLoc ATioN '

es.AsuC [g vEs iT. source Anchor-Darling [ Hayward, California sT E u O No Supplier ~ e a. RouTsNG sHsTRucTaohs: O wouTE To r Ei.o ENGINEERING route To u AT E ni A 6. supe RvisoR "'" "* "' ""'"** * "' "' spec. 7220-M-117 Rev. 5 para. 13.1 states in part, "Each valve and each operator shall be provided with impressed, stamped, or etched 'stainicsa steel tags." Para. 13.2 states, "All valves shall be boxed, crated or secured to skids and protected against damage during shipment, storage and handling." Contrary to the above, valve 6" EBB-CK-P U/SN 4632-04-1-1 does not have a tag. 'The valve body protective coating is narred and scratched. tic-down straps are btaken, and the valve tag is sheared off and missing. Unit No. 1. "Q" No. varies. Nonconformance noted during receipt inspection. l Hold Tags applied. ~ 20. Q FIELD OsSPoSIYaoM QFIELD RECOMMEND ATBoN/ route To P toJECT ENGINEERING II. FIE LD D65PoSITsoM RLSuLTSt Route this NCR to Procurement. Field Procurement _Lupervisor en nhenin n Toplacc _. ment tag from the valve manufacturer. Field Enninocring and Quality Control to verify attachment of new tagu -T ,[ kb Il _O O 17 22, ENGIN EERING D45PoseT8oN ~ - '

23. E NGIN EE ntNG DISPOS 4T eQN RESULT 5:

24. OS DESIGN CH ANGE R EQulR E O No 2*

"5c "^ r t "' a'5"o 5'Tio" O**'****'

27. oc ACCEPT ANeE

~" O v Es. sPE ATTACHED. DR AW4NG R E V. DCN i y

• PEC.

REV. ADO. Eoes s Wh.teCcpy - Ortnetor QC-e 3 2 Canary Copy - Field Engineer Pink Copy - POAE g cowen.oo Cop, - oc 9

y ,r W.' NONCONFORMANC.NORT E u,cws N r f er.a r NO. ' ' ^ " * " ' ' s 2. n spO =T r o mir 'DATE 1 359 h ; V.

r.,nosecT NO.

O, 39e* c. 7220-C-230 !5'

3. STEM DESGM3PTION 07220

'Y.. $ ., Nj I 2s. C n/Wb ""osseOsiTiON cONcuans hcc 1 .S. BTEM LOC ATaON Concrete

• j 9 3, V.LsO ATED s v I

Pour #A(619)n Aux. Bldg. / . / // / !// ZCF DATE ,.. sea.aLNuu.s. ...T 4.T o. Y s T E NO. N/A .....,L. c,. e N Y,.. T N O. .. u.cN se<=Dr.NO. fr/A j aaV. N/A ... Oc,.c LD.N seccT ION,L N e.O. M/A _ f ....a,L a c e-c N T se...L NO. ~.... ' C-2 31-3-653 Rev. O N/A .. CON Y.cTO=iLOc4 7.ON > = = = = = = ~ ~ - .....-= o was .T..Ouace

=

Darin ir L Tn c_. Mit'lond. Michinnn cOOc _O NO ---a=-*~"- 0 8. ROUTgNG INSTRUCTIONS: .v e u Q route TO,IELD ENGINEEReNG Subcontractor O aou'= 'o "av ea'a'suas av'$oa 9 9. MONCONFOR M8NG CONDfTeON { Spec. C-230 Rev. 5 Section 9.1.5 stat <*s in part. I concrete shall not be les s than three percent and not nore than six percent of the total volu o"T cent". Contrary to the above Batch Ticket No. 06CS6 had a r.casured air content of 6 27 at th at point of pleel line in Aux. Eldg. Slab Pour A(619)n on 11/20/75. e end of the punp-I Six comprdssive strennth cylinder's nade (Set !673). "Q"No.l is 1.205. Nonconformance noted during routing QC Testing of concrete. 1 t-A,_ h,.,, ,,_ n '~ l~* ./ VI % b L.c Q s 29. O F8 ELD D45,051 TION Oric'o==co=araca rsoa/aou'= 2 o aoercr ="c'ar ca'ac. mi. rar'a o'$aosir'oN acsu*- j

22. ENGINE ERING DeSPOSIT80N

23. ENGtNEERING D45 POSIT 80N RESULTSt e.

24. IS DESIGN CNANGE REQutRED CNO

s. REJECTED h ATER8AL DIS,Osaf TON O = * * * = = ** ** *me =

O v Es. s== ArYAcNcD. O.e...

27. Oc acce,T.Ncc DM AWING

.._.o R C V. DCN SPEC. R E V. ADO. s ec e s-e aww aa..es.. White Copy - Origmator ec4% Canary Copy - F ieks Engineer 4 Pinet Copy - POAE .\\ Goldented Copy - OC L.. v s

8 l *>I ~~ NONCONF NCE RF. PORT ' ' "Y /

s. cat..NofP A w T N u.

REv.

1. PRwE C T NO.

36C O, E PO w Tao R,

cATE

31. u.s,0..T._ N Cu M C u n R _ N C N

S oc. 729n-r-911 $R n192n k - h& W M M ~~"' 3. TEM DESCRIPT 80N .a S. STEM LOC ATION I .f*,-

4. 5 E R G A L NUM B E R Concrete Slab Pour # A(619)a

3. f[ ATED av

'DATE ,g, g g //-257f,

5. ST ARTuP SYSTEM 10.

., d-; r N/A N/A N/A Ft%.PL A C E M E N T P A R O, RCV.

• . 4ectrest.s.se es.

' #.'I I

5. PURCH ASE ORDE R NO.

i *,- s o. OC r tE LD 8N SPECaON PL A N NO. IG. REPL ACEME NT SE RI AL NO. N/A C-231-4-653 N/A .. CON T R ACTORfLOC A T ON ii.AsME O VES erSouaCE E.lA- - CODE CoMCGJCtion s : . routing.NsTRuCT ONs: gaO,,TE TO r. ELD ENG N E E R tao O aou'E 'o "a 'E a'a' supe a v'So a ,L $ 9. NONCONFORMING CONDIT TON Snec. 7220-C-2 31-Rev. 8 Section 13.2.4 states in part that, durinr the curin_o. ectio< concrete menbers shall*be adequately prote:ted to maintain concrete tennerature of no less than 50 de 'rce: Contrary to the above. concrete surface tenerature fell below 50 denrees for annrox. 3 hours for olacenet A(619)a. "O" List No. is 1.205. cw$yre G a,,1,., renn, u w,w os, ns.,o ro

.7

• s A

C///^12 7 //2 / D A O J' Y/M F

f. A A.

/ 2 $, -e o* 20. Q PeELO DISPO54TsON CP4 ELD RECOMMEND A T ON/ ROUTE TO PROJECT E NG6 NEE R4NG

33. PsELO DIsPO$tTION R ESuLTS J

22. E NGtNE E RING DISPQ5 T SON 3 3. E NG tN E E RI*eG DISPO5 e140 N R E h

L r i i a. ss DESIGN CH ANGC REOuiRED gno as. R EeECTED M A TE Ra AL DisPOseTeON O*".********* av OC ACCEP ANCE i O vEs.'SEE ATT ACHED: Oe J as a. u .cs.se=es. OR AW6NG REv. OCN SPE C. REV. A OD. t 300D8 s f White Copy - Orig navoe Canary Copy - Field E ngineer Pink Copy - PQAE l Goldenrod Copy - OC 4 l 'c l .) t , j

9 I ,r s a NONCONFORMANCE REPO~ ' #* ' 2 ~ ' ~ 361 or

2. Q X A W8N s/4 AUT N $

e R E V. F. PR OJE C T NO. 9 2. R E PO R T E ev

• DATE

23. D8%PO$tTION CONCUR RENCE E-42 Sht. 11

,3 07220 isC-t //-26-76 --a mpoov

3. ITEM DESCRtPTION S. STEM LOC ATION tr I

eb,LtD ATED s'yy4fM/h/ _ l//-2/#7T Embedded Conduit Aux. Bldg. h3 DATE ...E R A L N U-.E R ...T A R T UP.T.T E. NO. g a,,EuCE ENT PgNO.

REV.

JuA N/A L N/A U 1 S. PU RCH A SE OR DE R NO.

90. QC P f ELD INSPECTION PLAN NO.

8 6. RE PL A CEM EN T SE RI A L NO. - N/A E-42-1-39 & 4'L, _6_4_mRen _0 's N/A

6. CON T R A CTO R/ LOC ATION nSug C V IS 9F. SOURCE N/A ecoE tT E. 8 N3 Construction S S. ROUTtNG 8NSTR UCTIONS:

{pOUTE TO PtELD ENGINt etNG Q ROUTE TO M A TE RI A L 5UPE R VISOR 9 9. NONCONPORM6MG CONDsTION: Drawin'; E-42 Sheet 11 .a v. 3, Nc te 24a requires that the minimum cicar space between two _adiacent conduits shall be equal to the O.D. of the Jarnest conduit but not less than 1 - 4 times t.he size of the l _ coarse annrenate. Contrary to the above: Conduits IBC003 and 1BC004 @ 16' North of "Fx" Line and 10' East of 5.6 Line and Conduits LAC 003, LAC 004 and 1AC005 0 10' East of 5.'6 Line and 11' South of "F" Line, Conduits 2AC009, 2AC010, 2AC0ll, 2AC012 and 2AC013 0 20' South of "F" Line and 10' East of 6.6 Line and 13' East of 6.6 Line are embedded in the Fuel hol Slab between "F" Line and "G" Line at Elev. 616'6" with a minimum clear space of lh tinesg. 20. O PSELD DSSPO5tTION Or E'o RECo== EaoAT'oN/aouTE To pao >ECT ENG'NEEa NG 2 s. P ELD disposition REsu'Ts. t 1 i i I s

22. ENGIN E E RtNG DsSPOSITION 2 3. ENGIN EER9NG De$ POSIT SON RESU LYS4 f

i ! 'f, 6

24. IS DE$1GN CN A NGE REQUIRE O NO

"~"~~ "^*""" O v Es. sEE ATT ACNED. O.ca.. l OR AWING R E V. - DCN h. s PE C. REV. ADO. 9 t 00 0 5-e i white Copy - Orig nator G C-G 3-2 Canary Copy - Field Engineer Pink Copy - PQAE Gold.nrod Copy - oC J J t

1 6 3 ts ' c. a e e E n 2 r i M l a W '8 6 sa t e a 5 r t' a m

f. $

h 5 e o r g h e 2_ n t t e D n 7 taE r i s riog o m n e n 2 r e W n E idA o e 5 glieQC '8 V f w r i u OFPQ ) n t a t o e r i c b t z y u n a o p d o e o bJ ter y C n n c m yp o a e poyd eCpo C r p h r o CyCen a s t C l i nk a V u r n h n ld ai o WCPG P m a e )D i e e T s l w 3 c t N ( f e O o b C h ( T D. s 3 e n c R 0 o e a O i v p P t t a s E i a h R u c r d o 9 a E n l 0 e e C. o 0 l c r C c "8 m e 1 e h 1 n t R o o d / O n 5 F n o a N a w 2 O h t 8 t 0 e C s 0 v N s n C a O s o A h N e i l l t 0 a t 2 t i i 0 u v u C b e d A a d n 1 o o i r d C d l e n e p t n a p a o p i e 9 er t n 1 g g n i 0 e L C r N m A l o "F ev t e o i d z b f u e i / a o d u s/ n e h o n i e h t C t t t u n a o d o g o S n C e t a r 9 g n "4 e 1 g o n i 4 i a 6 t l 0 i d o 0 d e 2 I N 4 / d t 3 k 3 a a 6 c c -2 s q n o f o e y. s o o l h I_l o B t e y=M

7

7-r QUAUTY AUDIT FillDilm 65 3 ~3- ) 11/26/75 y w.....,.. u.. . g,,, Midland - 7220 Construction 0-

c. Richardson 1&2 OC Records J. Connelly/J. Miller FIP C-7 Rev. 4

.Pcrs. 4.2: - After review and acceptance the records are entered the appropriate section of the records log. The control number and file number are entered on the record and placed in the selected file". App. A. " Start the first entry in each book with number one and consecutively number sub-Blick 4: sequent entries. This number is part of the control number entered on the records". _\\ f.... 1. Ths following records do not have the control number entered on them, M-1, control 135 (AE01028); C36A.3, control #7, #17, #1; Project Audit reports (All); Measure / Test equip-ment records (All); NDE Test records (All). ( The following records were noted to have control numbers different than the numbers cntered in the log. This condition was apparenti., ine result or preparing new logs durl tha month of October, 1974. Spec. C-39, Control 3.20 OIRR AEO-81); C-39 Control 15,10, 41; Filler metal certs E-6010 Control 8 (MRR QC-34). s Recommended. . ~...u.'"** 1. Enter appropriate control numbers on the identified records. Determine extent of the problem and correct other records as necessary. 2. C:rrect the identified records. Review the remaining records affected by the log revision and make corrections as necessary. i 1 I .u ....s.v.. .........6... 3/1/16 PFQCE eg,................ O 1m._.~,.. , -... ~................

.u = 6' QUAUTY AUDIT FINDING ...?,66( ) 11/25/75 (3 p, av,-......,.. u.. g,,,,, Midland 1 & 2 Construction G. Richardson ..= o 1&2 QC Records s.....u.................................. 3 FIP C-7 Rev. 4 2,..... y Pcra. 4.1: "A records log QC G-7-1 will be established to provide accoutability and filing location of completed records". Pers. 4.2: "After review and acceptance the reccrds are entered in the appropriate section of the records log". m f 7,....., Similar records that flow into the vault periodically are not being logged on the QC G-7-1 k'rm. Only one entry has been made for each type of record in the log. Subsequent records h a 4 an p! = cad in the fclder. ith nc furthe.r entrien i.he log. va Examples are: 1. C: ment Certification Records. 2. Ms:sure/ Test Equipment Calibration Records ~ 3. Storage and Maintenance Records. 4. NDE Test Results. 5. Wider /NDE Qualification Records. 6. NDE Material Certs. 7. B:chtel Audit Reports. - ~ ~ - - accommendeo i D$t rmine all the areas where the described method of control is currently utilized and prcpara proper logs for these records. Assure that all future records of this type will b preperly logged and identified. c _ou o c w.6.i.o=....

s........ 6. e.... c.... c, iv.. c. i.=

n i. 3/1/76 PFQCE x m..u O m.._6A. ,.,v......a .,...co...

6..w

.o=.3, h

( Attach::nt A

'l i

Rout ^e To This Copy For N File 16.3.6 FMSouthworth SHitows11 i ,9 Issuu Date Aunust 12. 1975 HWSlager CSKeeley (2) le,/ Project Midland 1 & 2 CQHills TCCooke JMilandin CCDSumm M.wr File Titic NCR's on Ecchi Jua {s WFHolub Nonconfomance GLRichardson 14M nce mi n Report no 0F-53 This Honconfomance Report is Issued To: Prepared ByOcwIld6'. ira Date 8 - 12.-d Mr. J. P. Connolly Approved By Q((Mw Date,'6/2./7M Bechtel Project Field Quality Control Written Reh Requestedf y Date' 9-1d d Engineer Corrective Action Requested By Date 9-12 who is responsibic for corrective action. Honconfomance Description and Supporting Details: Specification C-230 Rev. 5 Sectio % 9.2.1 states "The measuring of materials, batching, mixing, and delivery of all concW shall conform to " Standard Specification for Ready-Mixed Concrete" (ASTM C94-72) un1( otherwise specified". ASTM C94-72 Section 6.1 states in part "When the quantity of cement in a batch of concrete exceeds 30 percent of the full capacity of the scalet@ quantity of cement, as indicated by the scale, shall be within + 1 percent of the required weight. For smaller batches to a minimum of 1 yd3 (1mI), the quantity of c( used shall be not less than the required amount nor more than 4 percent in exces's". Contrary to this ASTM C94-72 requirement, (1) Batch Ticket 05427 for pour A(599)d was l ~ short 3 pounds of cement for 3 yards of C-1 concrete (2) Batch Ticket 00853 for pour l No @ See Procedure 9 (For Nuclear Projects Only) H AEC Reportable Yes { Ston Work Hecessary Yes C No @ See Procedure 16 - Stop Work No Recomended Corrective Action: (1) Review all pour packages for similar deficiencies (2) Receive a Project Engineering evaluation on the acceptability of the concrete placed with the deficiencies above and any deficiencies that are found in the review l (3) Take corrective action to preclude these occurrences. The written reply to thesel items is requested with the Project Engineering evaluation. 1Corrective Action Taken: (1) A complete review of tickets representing small batched concrete was perfomed by U.S. Testing. (2) Project Engineering comments vere incor-porated into the final evaluation of concret,e placed with deficient cement weights. if conclusion reached in the final evaluation was that the cement deficiencies will not adversely affect the ability of the concrete and grout to meet design requirements. (3) The U.S. Testing Batch Plant Inspector and the Champion, Inc. Batch Plant Operatos low jointly check batch weights prior to mixing. This int check sho"1.d reduce the Verification of Corrective Action Required Yes Ho possibility of these (Jethod of Verification: occurrences. (1) Reviewed the information obtained from U.S. Testing in their review of batch tickets. (2) Reviewed letter BCDE 635 and BEEC 879. (3) The requirements for small. batches are posted on the wall in the Batch Plant control room. IUonconformanu Closure Confimed By M G'. h A_/ Date _ ll z.6 7.7 l. 1"'1b be completed at time of closure by Consumers Power QA Services. Page 1 of 2

.y n Issun Date August 12, 1975 Project Midland 1 & 2 i File Title.NCR's on Bechtel Qual,ity Control l Nonconformance Report No QF-53 (Contd) l Nonconformance Description and Supporting Details: (Contd) A(583.25)b was short 4 pounds of cement for 4 yards of A-2 concrete (3) Batch Ticket 01668 for pour A(583.25)c was short 4 pounds of. cement for 4 yards of A-2 concrete (4) Batch Ticket 11833 for pour CC(582)a was short 11 pounds of cement for 4 yards of A-1 concrete (5) Batch Ticket 05396 for pour A(593)d shows an excess of 6 pounds of cement for 1 yard of C-2 Grout over the 4 percent in excess allowed. (6) Batch Ticket 05274 and 05275 for pour A(599)c shows an excess of j 10 and 9 pounds of cement, respectively, for lh yards of C-2 Grout over the 4 percent in excess allowed (7) Batch Ticket 00529 for pour A(584)a shows an excess of 18 pounds of cement for 1 yard of D-2 Grout' over the 4 percent in excess allowed. The 7 items above are deficiencies of the ASTM C94-72 requirements for smaller batches. The quantity of cement used is 30 percent or less of the full capacity 4 of the cement scale for these smaller batches. t Page 2 of 2

(, Attachm:nt A Routs To 'Ihis Copy For File 16 3,6 & 16.3.4 su a er 0 N FMSouthworth SHHowell Project Midland Unit 1& 2 u HUSlager GSKeeley (, CQHills TCCooke CCDSumBT3 POW 2f File Title NCR s on Bechte WFHolub NCR's o't Bechtel Constructi GLRichardson Nonconformance JM11andin Report No OF-65 ^ This Nonconfomance Report is Issued To: Prepared By @/gMI,.ddate 9'.7o-A Approved By - (( M ate kAI76 ^ 1. J. P. Connolly, Bechtel PFQCE / Written Reph equested[By Date R 10-30 2. J. F. Newgen, Bechtel Project Supt. Corrective Action Requested By Date 10-30 who is responsible for corrective action. Nonconformance Description and Supporting Details: Bechtel Field Inspection Procedure G-3, Section 4.4.2 states, "The tag shall remain on the item until disposition has been implemented and the reinspection accepted by a QC Engineer". Contrary to this requirement, a QC hold tag (NCR 82) was found buried and attached to duct bank section, CC-CC (E-547, Rev. 7) south of Turbine Building. 7 AEC Reportable Yes No @ See Procedure 9 (For Nuclear Projects Only) I ( 51,up Wu d Necese,m,y Yc U No @ Cc Trccedurc 16 - Ot p Werk nc Recom:: ended Corrective Action: 1. Reinstruction of QC Hold Tag removal. 2. Reinstruct personnel to abide by QC Hold Tags. 1Corrective Action Taken: As part of Bechtel's ongoing training program, Bechtel Quality Control Department held a training session on November 3, 1975. Those in attendance were Quality Control Engineers and Craft Superintendents. 1Verification of Corrective Action Required Yes No Method of Verification: WHBenkert attended the training session held on November 3, 1975. The training session was adequate. bionconformanceClosureConfirmedBy 4 Date

f. o - 7 t.~

~ ITo be cornpleted at time of closure by Consumers Power QA Services. Page 1 of 1

Filo 16.3.6 Routa To This Copy For -m I FMStuthworth SHHow:11 Issue Dabs Octohnr 17 1975 llWSlag r GSKSrley Project Midland 1 & 2 CQIlills TCCooke CDDS N S FD M File Title NCR's on Bechtel JMilandin WFilolub Honconfomance r, GERichardson Report Uo 0F-68 ( Aubiect File This Nonconformance Report is Issued To: Prepared By@~DM.4hv Date /O-l 7 d ^ b M Date 'e d pM Approved J. P. Connolly Bechtel Project Field Quality Control Written 'l Reauesth/ Date-11-17 Engineer Correct;ive Action Requested By Date 11-17) who is responsible for corrective _ action. Honconfomance Description and Supporting Details: Specification C-210 Revision 4, section 13.7 states in part "All backfill in the plant area and the berm shall be compacted to not less than 95 percent of maximum density as determined by modified Proctor method..." Contrary to this requirement, the compaction test MD142 taken in the West Plant Dike had been calculated using the wrong maximum laboratory dry density for Bechtel Modified Proctor, resulting in a 96% compaction which is passing. Using the correct maximum laboratory dry density results in 92% compac-tion which is failing. AEC Reportable Yes No @ See Procedure 9 (For Nuclear Projects Only) Stop Work Necessary Yes No X See Procedure 16 - Stop Work No Recommended Corrective Action: See Attachment A. 1 ^ Corrective Action Taken: See Attachment A. 3 ti; i,, 1Verification of Corrective Action RequireEl Yes @ No bethodofVerification: (1) Compared 17 Bechtel Modified Proctors to Field Work Sheets. (2) Reviewed revised reports for correctness. (3) Revieweil -U.S. Testing'.s system for checking tests against a Master Proctor List and a Master Log Book. j 1Nonconformance Closure Confirmed By mQd 2,$h Date 11 - 2,1 - 7 6 O C lib be completed at time 'of closure by Consumers Power QA Services. Pqe l of 2 L.

Itcun D:te Octobsr 17, 1975 Project Midland 1 & 2 1 File Title.NCR'c on Bechtel Quality Control Attachment A lfk Nonconformance Report No QF-68 Recommended Corrective Action: (1) Review all Bechtel Modified Proctors (BMP) and Field Work Sheets used by U.S. Testing to assure the maximu'm laboratory dry densities and optimum moistur@ contents on the BMP's agree with the Field Work Sheets. (2) If there is a discrepancy between the maximum laboratory dry densities and/or the. optimum moisture contents, review all compacted Fill Density Test Reports that used the maximum laboratory dry densities and/or optimum moisture contents in error. .)" (3) Resubmit all test reports that used the maximum laboratory dry d'ensities and/or l optimum moisture contents in error. (4) Receive a Project Engineering evaluation on the acceptability of the failing test MD142 and. any failing tests that are found during the review. (5) Take corrective action to preclude these occurrences. The written reply to these items is requested with the Project Engineering evaluation ( O Corrective Action Taken: (1),A complete comparison of all Bechtel Modified Proctors to Field Work Sheets was performed by United States Testing.: (2) Three additional discrepancies were found during this review. A total of twelve Field Tests were affected by the discrepancies. (3) Revised reports have been submitted for the twelve Field Tests. (4) Failing test MD142 has been cleared by passing test MD160. None of the twelve Field Tests were found failing after corrections had been made. A Project Engineering evaluation was not necessary. (5) U.S. Testing has devised a system for checking tests agait m Master Proctor List and a Master Log Book. 'l 3 Page 2 of 2 L}}