Text

Nonconformance Repts for Dec 1982
	ML20069E354
Person / Time
Site:	Midland
Issue date:	12/31/1982
From:	; BECHTEL GROUP, INC., CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.)
To:	;
References
	NUDOCS 8303220016
	Download: ML20069E354 (693)
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Y>O 8303220016 821231 PDR ADOCK 05000329 PDR R

m LOG OF NONCONFORMANCE REPORTS eno,revunue, Midland , , , , , 07220 , ,, 261 2 3 4 g 6 y unc no. omre soucouronmance ossenwy,ou f neuanns o , s,o , ocal,r,uga c i.o s o ,,

E-47 & Spec. J-207, in the equip. IC447A & C cables on NCR min.

- - Rework sepsep. is less than 6", 2C447 cables don't have a fireproof barrier Hg . - - -

. was warped in he pmcess of being welded t 4589 10-5-82 Rework It.3, at present no criteria for determining accept. of these.

contrary to her. sk. 2-604-6-25 R/4. the roll plate at FW's 96, 97. Use 4590 10-5-82 98 & 99 installed is 3/16" thickness. An in B-1.000 Para. 5.1, Mng whMn bound. of Mm's Hstd on NCR, Use As M 91 10-5-82 ;3_;pg; 3, gegit; were tested to min. oressure. cal. shts. for names indicates error. Is 4592 10-6-82 Contrary to har. sk. 2-617-12-159. FW's 175. 176. 177. & 178 are Rework 10-30-82 B. Maycheck welded on both sides only. welds accepted by OC & IR'n are closed _

4593 10-6-82 J-275B R-1.00-18980. O mat'1 on P.O. ID by Prol/OE indeter_ fn re- Doc.

gards to satisf. completion of qualification test requirements. Rework ntrary pec. M- n une 1 B-6 @wg. M6034 R. llW was Use 4594 10-6-82 .

11-6-82 C. Norberg welded w/o a prior visual check of cleanliness by 0.C.. As Is 4595 10-7-82 Cable ourchased under MR J-244 was installed as Q item, contrary to this It. 16 is listed as Non-O in the P.O. and MR J-244 Rev.7.

4596 10-7-82 Contrary to BQAM Sec. 7130. no welding doc. exists for FW's 45, 46, Doc 47, 48, & 49 on Dwg. FSK-DVI-M603-5 Conn. #2. Rework

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4597 10-8-82 M-387 R-1.00-19119. O mat'l on P.O. ID by Prol/QE to be indeter. in regards to satisfactory completion of qualification test require.

Larne & small bore lines were welded w/o R.E. approval, contrary to Doc 4 ~ ~

R/L P-6739 2CCB-86-1, P-7248 & 6741 2CCB-85-1 & P6740 2CCB-82-1. (ework

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Contre.rv to spec. M-204, a 90* elbow betw. FW 116 & 8 on line ICCB-45 Rework 12-2-82 J. Brownell 1 (Dwg. M603-9 R.11/F3) was installed w/ nontraceable material.

OSV-1874B, contrary to J-256-52-2 R/3, the solenoid coil wires going 4600 10-8-82 to recifier are both white & not color coded. CWR 0-EAA-E-1708 4601 10-8-82 Per direction of Proj. Manare.. OC performed 100% reinspection of al l necessible welds. for oersonnell air locks, found were undersized m Ids /are gouge plates.

4602 10-9-82 Contrary to Spec. M-204. FW Icl on line ICCB-79 (dwg. M603-9 R.11/ Use M) une volded w/n nrfnr vinunt check of cleanliness by OC. An In 11-6-82 C. Norberg 4603 10-11-82 Spec _ C-208. cubes molded on 10-2-82 for field prod. grout placed Use 12-17-82 E. Walker failed to obtain req. min compressive strength @ 7 days. g, y, 4604 10-11-82 ROAM hc . 7130. no welding doc. exists to verify completed welding Std 11-10-82 L. Glatz x unF fnr W 70 M601 nh _6. TR'n were nioned off in error. Ronnfr Contrary to Spec. M-204, base metal adiacent to FW Icl damaged due 4605 10-11-82 to excessive erindine. (FSK-M-1 EBB-31-1). - -

Contrary to Spec. M-204. 1" elobe valve SN: 42-214875 installed at 4606 10-11-82 Reject 11-29-82 K. Gustafson FW 4cl & 5 is dented. (FSK-M-lEBB-30-1).

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24. Divosition Concurrence 24. Dispoeltion Concurrence 24. D6spoettien Concurrence Stent Itent 9 tent REWORK RE JE CT REPAIR USE AS t$ RE WORK ftE JE CT RE P At R trSE AS IS RE WOR K RE JE C T RE P Af ft USE AS 95 N

_ SU/N[ F ELD E ]O 72 ___ DATE INE 7 D TE f PROJECT FIE LD ENOONEE R PROJECT FIE LD ENGINE ER DATE f}es d PRd . C'T E G8 ER h ( 2//W DATE PROJECT ENGINEE R DATE PROJECT ENGINEE R DATE o - u m/- ~ PROM C T CoksisI O'C E NGINE E R e AT t PROJECT CONSTR OC ENGINEE R DATE PROJE CT CONS T R OC E NGINE E n DATE AU T HORI2E D INSPE CT OR DATE AUT HORIZE D INSPE CT OR DATE AU THOntZE D INSPE CT OR D4fE

24. Diwosition Concurrence 24. Dispoeition Concurrence 24. Disposition Concureonce llene Ofens Stent RE WOft K RE JE C T 01E P AIR USE AS BS REWORK REJECT RE P AIR USE AS IS REWORK REJECT RE P AIR USE AS IS

- 13 k ?AL EFR DATE -I DATE /ROJFC PROJECT FtE LD E NGINE E R PROJECT FIELD ENGINEER DATE R.D ENOL 3kt. whrks- &%kFIEpu PROJECT ENGINEER DATE DATE PRO) JCT Et GIjt P.ER 6AJE PROJECT ENotNEE R /s:'/ /4 6 PROJE C , ONSTR C ENOtNEE R 8/A.Yff> 'DATE FROJECT CONS T R OC E NGINE E R DATE PROJECT CONSTR OC ENGINEER DATE h/_lf l /A 95Y DATE AUTHORIZE D 6NSPECTOR DATE AUTHORIZE D INSPE CT OR DATE AUTHORt2%{7 INsf ECTOR

24. Diwosition Concurrence 24. Despoestion Concurrerve 24. Despoeleton Concurrence itene Stone Itene REWORK REJECT REPAIR USE AS IS REWORK REJECT RE P A8 R USE AS IS RE WO8t K REJECT REPAIR USE AS IS PROJECT FIELD ENGINEE R DATE PROJECT FIE LD E NGINE E R DATE PROJECT FIE LD E NGINE E R DATE PROJECT ENGINE ER DATE PROJECT ENG144EER DATE PROJECT ENGINEER DATE PROJE CT CONSTR OC ENGINE E R DATE PROJECT CONSTR OC ENGINEE R DATE PROJECT CON'TR OC ENGINEE R DATE AUT HORIZE D INSPE CTOR DATE AUTHORIZ E D INSPE CTOR DATE AU T HORIZE D INSPE CTOR DATE

24. Davosition Concurrence 24. Desposetton Concurrence 24. 00erneltron Concurvence tiene Itene teens REWORK RE JE CT RE P AIR USE AS 95 REWORK REJECT REP AIR trSE AS IS REWORK RE JE CT RE P AIR USE AS IS PROJECT FIF LD E NGINE FR DATE PROJECT FIE LD ENGINEE R ~ DATE Pf403ECT FIE LD ENGINF E R . DATE PROJECT ENGINEE R DATE PROJECT ENGINE ER DATE PROJECT ENGINEE R DATE PROJFCY CONSTR OC ENGINE E R DATE PROJE CT CONST R OC E NGINE E R DAIE PftOJECT CO*JSip OC E NOINE E R DATF AUTHORf 2E D INSPEC TOR DATE AUTHORIZE D INSPE C TOR DATE AUT HORIZE D INSPE C1 OR ~D'r $ E 7220 O'T-30 nev. o 3-26-79

O BECHTEL Open NCR's IL ab 1 l Me O C LOG OF NONCONFORMANCE REPORTS o I PHOJECT N AME JOB NO I PAGE O a 3 4 . e , NG C No. DATE ^ NONCONFORM ANCE DESCRIPTION / HEM ANha DISPO. C O ED CLOSEDWY ' Contrary to PQCI P-2.10, hgr. 4 & 6 on 2 EBB-30-1 were installed 4740 11-23-32 w/o OC verification or documentation of preheat. V Ive 456-2-001 is installed 90* W of due N, Dwg. M-656-1 shows 57' l 4741 11-24-82 t W of due N.E-6.1-403 & 404 E-6.1-403 6-404.. Equipment does not meet requirements of E-42A rev. 4742 11-24-82 56 sh.5A. Contrary to FPM-6.000, there was no QC verif. or doc. for flange 4743 11-24-82 Rework *

bolt-up on valve 411-102 after hydrotests BC-CTI-PT1 & BC-GT1-riz.

4744 11-23-82 contrary to Spec. C-111, liner plate exceedes the 1/8" & 1/4" de-viation rea.by Spec. & has a gap betw. template curve & liner olate . 6745 11-24-82 contrary to Spec. C-305. on har. FSK-M-2CCA-65-1-H4 anchors were l torqued to instal. torque before the grout reached desing strength, i 4746 11-24-82 Contrary to PSP C-3.2, on NCR 4681 It.4 was removed on Hgr."Sk. FSK-M-2ECB-8-2-H5 w/o a conditional release. 4747 11-29-82 Contrary to F-60421, the CMTR for AEO-19444 does not meet the re-quirements for elongation. Reject 12-1-82 J. Mattiolli M-204 & FPM-6000. On Dwg. FSK-DVI-M6111-4 Welds 40,41,42, & 43 are 4748 11-29-82 field verif. & QC doc. as FW's5,6,7, & 8, also conn. 24 was not tested. i Contrary to PQCI PW-1.00, pipefitter P-915 was not qualified for 4749 11-29-82 welds 63 & 65 on M-657-36. Rework Contrary to M-204 & FIP-2.ll2, over ride lever shaft was damaged & 4750 11-29-82 QC wasn't notified prior to work being performed. i 4751 11-30-82 Contrary to F-46194, the supplier is lacking ASTM C150-80-81 doc- Rework

umentation.

4752 11-30-82 Contrary to F-47092, the supplier is lacking ASTM C168-80 documen- Rework tation. ' Contrary to Har. Sk. Dwas., M631-1, M-610-4 & M-610-6, shear lug 6753 12-2-82 dimensions have been altered. Contrary to Har. Sk. Dwas., welds on M-631-1 M-610-4 & M-610-6 4754 12-2-82 Rework are undersized. l POCI M-4.00. During inspection of Makeup Tank IT-58 it was found 4755 12-2-82 to be damaged. 4756 12-2-82 "Q" mat 1. n P.O. M-387AC has been ID as indeter. In regards to satisfac_ comp 1_ of anal _ test req _ for the mar'1.(SnDR-2573)_ Contrary to C-231. solice # 45-11-30-2 on # 11 har una mnAn nrfnr 4757 12-3-82 to the crew member b'ing qualified. e Contrary to E-999. wires of relavs 127X.151X.131X & 127X-1 were not i 4758 12-3-82 lugged & were loose in the treminals. _ 7220 F , QC G 3 t-3 LOG OF NONCONFORMANCE REPORTS enasac, n aue ' so m uo.' enas. 270 noc no. oare soucouronmance oescuierson i neuanns o 'seo. oc^ff,",co " ctosco av ntra n t M- 0, Ms IM,106 & 107 on Une 2HCC- H w ue inspec- Use 4759 12-6-82 ted for level 'D' cleanliness instead of level 'B'. As Is 4760 12-6-82 Contra n to Dwg. M-W. a F Mapham valve has 3 bonnet nuts 4761 12-7-82 nr o - " weld adanter & valves are instaHed instead of required 1/2". FSK-JBI-0092. Contrary to Dwg. M-481, reducing insert installed betw. FW5 & 6 on 4762 12-7-82 ESK-M-611-4 is ID as being 6000 lb. ASME-SA-182 . n A ans rm r mage w s fount 4763 12-6-82 Rework 4764 12-6-82 The insulation on the red conductor of cable 2BMUO25A-1 at 2C22 is blistered and deformed. " #* " - * * * ^ # "** ' #" ^ 0 " 4765 12-6-82 witness the unscheduled via. 4766 Work was continued beyound the scope of NCR 4588 violating FIG- Doc 12-7-82 1.500. Rework Contrary to E-45 Rev.5 para. 6.1.1, bottom lip of panel 2Y13 is 4767 12-7-82 bent. Rework 4768 12-8-82 "*#"" ""* -" ~ ~ ~ & welding was done w/o filler metal withdrawl form or QC insp. recc rd. Contrary to Spec. M-204, pup pieces on Dwgs. 2 EBB-2-1 & 2 & 2 EBB-4769 12-8-82 1-3 hvae no material ID markings, leaving tracability indeter. 4770 12-8-82 " ' ' * '# '" # ^* * ^^ 70a instead of required ASTM A-36-70a. 4771 12-9-82 h trary to Spec. M-204, spool lilBC-196-S657-1-2 was found to have porosity & cold lap, leaving weld unacceptabe. ntra n t egu at n ul e - t e is n t a 6" sepera-4772 12-10-82 . tion betw. class IE & non class IE cable. 4773 12-16-82 contrary to Spec. C-304 para. 6.3.2, welds found to be undersized. See NCR for identification of items. The flanaes installed on pumps IP-58A & b &lP-58C do not meet the 4774 12-14-82 ANSI requirements. Contrary to Spec. C-233, on F-14430 R-1.00-633 there is no trac-4775 12-17-82 nhflity nn 6 uncertified bolts. 4776 12-17-82 C ntrary to Spec. C-304. durina drilling a bar was cut in the Sec-ondary Shield Wall of Cont.#2 & work was not stopped. 4777 12-17-82 Snee. M-204. FW97 on Her. 2-611-4-17 does not meet requirements of GEO Procedure 23.A.1 y razo ro ac c+ i a LOG OF NONCONFORMANCE REPORTS I Jo S No.I PHoJECT N AME PAGE O 2 3 4 s 6 y unc no. oATe noncouronu Ance osscnierion i asuanas oisco. ocal,Ef,c" o ctosco By J-278. Enclousers for stright sealtight connectors were modified 4778 12-20-82 by enlarging the opening up to 1 1/2" instead of required 3/4". Contrary to Spec. C-231, concrete drilling permit #13648 doesn't 4779 12-21-82 meet req. for min. clear distance betw. two penetrations. contrary to C-208 & ASTM 618-80 Users Test #3 varied 10.2% from the 4780 12-23-82 average. Uniformity req. based on the average of three samples. 4781 12-30-82 ontrary t Dwa. M-123. studs on valve 403-2-013 do not have fu n thread eneacement. C nerary to Ng. M-131. valve OW-0900Cl has a bonnet nut missing 4782 12-30-82 & stud threads are damaned also threads aren't fully engaged on nut. Spec. A-59. Carbon steel test panels were found to have dry flim 4783 12-30-82 thickness of inorganic zink primer in excess of Spec. contrary to Spec. C-208. cubes molded on 12-1-82 failed to obtain 4784 1-3-83 req. min, compressive strength @ 28. days. s a = b (- 7220 FoH ; G-3.1 3 Y ~ S yD E E E Y 1._ F / BLF T T T

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1. PROJECT NAME JOB NO. 19. 20.

NO.4749 Wa@c) ~12.'LO PAGE k OF

2. UNIT (S) 3. Dk king /PART NO. EV 4. M DESCRIPTION F W ff ~~/ FW b~ "5. BTEM LOCA lbN hX.

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11. INSPECTION C ITERI A 13.SKETCit ATTACHED 14. DiscAvered During 15. Equi Funuslied By

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24. DISPOSITION CONCURREbC Temumo_wm_m2zbtuAwacAT umEcs. 7Ac marsuge l """ P l "" " "

N ; - h M bb __h N._h he _,. . _ . _ _ _ _ . . _ _ . .PHOJECT F8 ELD ENGINEEH. . _ . . _ . . . . _ . . . . .DATE o:-Bemerrge_EilG S wouAunealo_wwp cmBfE_ 4 PHOJECT ENGINEEH DATE T_. O ?, .. W b * , _^ T j # st USl* PHOJ CONSTN QC ENG4NEEf4 ... DATE...- YOYg --

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17. REPORTED BY DATE ps 18. VA PATED BY ,

48 N -l W~ -.-21. IlOUTIN (TO FIELD ENGl - EERI - - - . - G ( ) TO OTHERS (SPECIF ),ch - ~

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26. OC ACCEPTANCE OC ENGINEER DATE AUTilORIZED INSP5didR~ ~dATE I

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1. PROJECT NAME , JOB NO- 19 20 A/)/f){ffQf) / / '2 ~l E 2 O N0. 47S0 PAGE OF$-

2. UNITISI 3. DRAWING /PART NO. R (ri g /[/D ;# M/9 -/20 5 ITEM 4.ITEgppCJ11gON TIOggf7, -

bb Yb f/ .[f0@< Of(fA&R 2/fD/9[2 i VLV.0lAl O'004 2 ~i ~2.- _y g sjf_p f 7 SERI AL NO. j.POf g Q CN 8. REgCEMENT PAf 9. SOURCE 10. CON 4AAGfGR/ SUPPLIER ggy 0-00(,2. g L PIN REV _ N ER NO. _f? my . j ppp ypg og, ! II. INSPECTI N CRITEI IA lR NO _@ __ 1 ASME AUTHORIZED 13.SKETCil ATT HED 14. Disco d During 15. Equip Fmmshed Dy ' E ' ()DWG ( SPEC ( OTHER CON DITION-NO.(( c-64 . h[N nO (LYES ( O ( IRec'sI onst ( ITest ( l(,lient (.11og i IFLD

16. NONCONFORMIfIA)T REQuigg ~ M8__M> QAgjf,,5_@rf.L_tAl PART* u(Ag_p,fggLgg____yygpj 24. DISPOSITION CONCUf1RENCE

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23. PROJECT ENGINEERING DISPOSITION t

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) ( , . Aetna Cement Corporation P.O. Box 80 Esservitie. MI 48732 (517) 894-4581 , DATE: e7 7- M ' LABORATORY TEST REPORT . CEMENT TYPE: I CONSIGNED TO: Allied Concrete Products, Inc. Date of Shipment Carrir. Amount Shipped Silo 9-n-ry d9.I+ rain AETNA PHYSICAL TEST DATA: Fineness 325, 7. Passing - - 94.8 7. - 4360 cm2 fg Fineness Blaine - Soundness 0.06 7. G111more Setting, Initial - - 2 Er. 30 Min. Iinal - - 5 Br. 00 Min. . cat Setting, Initial - - 1 Er. 30 Min. p Final - - 2 Hr. 45 Min. % - 9.4 % Air Entrainment - .)J - psi /1D $ Compressive Strength - - - 3335 psi /3D 4 - - 4250 psi /7D - - - psi /28D 3 - 50-50-44-38 mm

~~% Falsa Set Mortar Method~~

'K This will certify that the k CHEMICAL TEST DATA foregoing cement is g 41.5 7. Portland Cement co= plying N SiO2 - 2 0 . 27. CS3 with the current specifica-26.5 7, A1903- - 6.0 7. CS2-tions of the ASIM C150-81. 2 . 6 7. CA3 - 11.4 7. Fe2O3 - I Mg0 - 2.27. C4 AF - 7.9 7 F ', , M. h3 - '4.17. 3 F, g I ,g Directar of Quality Control ,hL. O. I. - 2 . 6 7. j I' 'Na 30 Equivalent - 0.92 7. / Q. C. REVIEW z 9 i a_enl uble R_e,sidue-s 0.27 7. Cf.yp.f L MSTM C265-64 503_ UwE e7 $ Sanufactured December 4 through 7,1981 inclusive. t/S7:c-Joe _@ '4E ,g aeie Aetna Cement Corporation P.O. Box 80 , Esserville. MI 48732 _ (517) 894-4581 i DATE: 9 2 7 -/L 7 LABORATORY TEST REPORT A , CEMENT TYPE: I CONSIGNED TO: Allied Concrete Pmducts, Inc. Date of Shipment Carrier Amount Shipped Silo . & 0.\hY 9-29-P W Pb'ISICAL TEST DATA- AETNA Fineness 325, 7. Passing - - 94.1 - 7. Fineness Blaine - - 4150 ,em2 fg Soundness - - 0.11 7. Gillmore Setting, Initial - - 3 Hr. 00 Min. . Final - - 5 Er. 00 Min. I V ast Setting, Initial - - . Min. ! Final - -

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,hirEntrainment - - . 9,1 7. 1 : s compressive Strength - - psi /lD l ? - - 3440 psi /3D i .k 4610 psi /7D i q - - 5630 .si/ 2SD ~ l IFalse Set Ratio - -

~~7. g lICHEMICALTESTDATA This will certify that the :~~

.s foregoing cement is I 'SiO2 - 20.6 7. CS3 43.7 7. Portland Cement complying i Al 023 - 60 7. CS2 26.0 7. with the current specifica- j tions of the ASIM C150-80. :- i Fe 23 O - 2.3 7. CA3 12.1 7. ! Mg0 - 2.47. C4 AF - 7.0 7. g , lS l- ,I, (3.6 7. ' , , 7. V,l,N' , f f, , Director of Quality Control Jsji- h Nr 9 Equivalent - 0.91 7. ' O. C. REVIEW e-l Insoluble Residue-l 0.30 7. fW - -- G.27-JL DATE $ l Manufacturs W i' 23 '6 '9E' 'nclusive. [ M. C-265-64 __ S0 3- 0.05 g/1. iter 6 L g g T gL yD " - ~ E E _ g 0, DLF " " " " _. T T 5 P dI e " _." *" ^

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.O.e I i i l !' : i i i l l 1 . . i , 4 k ! I . i ! l 3 ! ! ! ! l ! ' i ! ! l l 3 R w%e o' i ; . i i 1 l ' i t i , , i i . I 1 hhh ! l ! ' I I ,- i l I 1 l l MICHIGAN ~ ASH SALES S C OMPANY EsSEXV!LLE MusxEcos d-PLANTS AT: M MONROE % v P.O. BOX 60 WEST OLIVE < ESSEXVILLE, MICHIGAN 48732 LABORATORY TEST REPORT TELEPHONE (517) 892 3522 O_ D_ Date September N,' 1982 "Pozicon" - Class "F" Pozzolan & Consigned To: Allied Concrete Midland, Michigan - ---- es MAT we ri iniece. vins uma M ALL REQUtREmENT: 09 ASTM 44164 AS SPSQ#lES Pet SA8S P P0220LAN, TESTED VNDER ASTM C3ti-Ff. BECHTEL EB56-C7-12.3A Date of Shioment i Amount Shicoed Silo e i Ticket 9-28-82 I 4 S,.29 tons One l # wg,3 3 M Physical Test Data Pozicon Fineness: 2 3 f, s z s-Surface Area CM /CM _______________________ Mu l ti pl e Fa cto r--------------------------------------- Z/. 24 Pozzolonic Activity Index: Portland Cement - 28 day-- /c 4 ( ) (Motor Cube Strengths) Lime - 7 day-------------- soo ( ) Wa t e r R eq u i rem e nt------------------------------------- 9:s~4 Dry Shrinkage----------------------------------------- .co/ f retainef. c-Soundness: Expansion-----------------------------~--- .oS 325 mesh n-e Ai r E n trai n i ng ---------------------------------------- Uniformity Requirements: Specific Surface Variation----------------------- G8 . S peci fi c G ravi ty Vari ation----------------------- 47 Air Entrai nment Vari ation------------------------ /o 8 Reactivity +a Alkalies: Reduction of Motor Expansi on-------------------- ---- Mo to r Ex p a ns i o n ---------------------------------- o/ Chemical Test Data Pozicon (Si O 2 ) + ( Al23 0 ) + ( FE230 )----~~~------------- N# Mg0--------------------------------------------------- o" S03--------------------------------------------------- o/ Moisture Content-------------------------------------- o/ L.O.I.------------------------------------------------ / oo Na2 0 -------------------------------------------------- O/ This will certify that the foregoing "Pozicon" is a Class "F" pozzolan complying with the current specifications of the AST and other - specifications as noted. ( Q. C. REVIEW - p- ' . ifW 9-26b gr, I z' - Director of~ Quality Control cro o o <nno Mr-o-3sW . O L. T 4 0 l00c. , . - - - - - - , - - . - - ., - - , + , , , , - , - MICHIGAN g ASH SALES #" ESSEXVILLE COMPANY ,ms,3,7, uusxEoON D MONRCE 2 WEST OLIVE P.O. BOX 60 ESSEXVILLE, MICHIGAN 48732 LABORATORY TEST REPORT t TELEPHONE (517) 892 3522 4a zc\ Date September 26, 1982 e c "Pozicon" - Class "F" Pozzolan d Consigned To: Allied Concrete Midland, Michigan nes casmmes mr n n ,, ms m

~~== m asousaemsws os uu.cm.a a specanso po~~
s usaremoi.am, m rasunosa u m caws.
BECHTEL 8856-C7-12.3A Date of Shioment i Amount Shicoed i Silo # I Ticket 9-28-82 l gg c tong l one l 4 7cgsg-Mi .
Physical Test Data Pozicon Fineness: Surface Area CM /CM 2 3
_______________________ gg sc.-s-Multiple Factor--------------------------------------- E t 2'4-Pozzolonic Activity Index: Portland Cement - 28 day-- -o <- ( )
(MotorCubeStrengths) Lime - 7 day-------------- soo ( )
Water Requ i reme nt------------------------------------- W:r. 4-Dry Shrinkage----------------------------------------- . coo / % ret
~~ed Soundness: Expansion---------------------------------~~
.o8 325 cesh // e Ai r E n trai ni ng ----------------------------------------
Uniformity Requirements:
Speci fic Surf ace Variation---------------------- 6 8 Speci fic Gravi ty Vari ation----------------------- 4. 7 Air Entrai nment Vari ation------------------------ o. e Reactivity to Alkalies: -
Reduction of Motor Expansion---------------------
Mo to r Ex p a n s i o n --------------------------------- . o /
Chemical Test Data Pozicon (SiO2 ) + (Al 23 0 ) + (FE 23 0 )-----------------------~~~~-
NO Mg0---------------------------------------------------
o/
S03---------------------------------------------------
Mo i s tu r e Co nt e n t-------------------------------------- o/
L.O.I.------------------------------------------------/60 o/
Na2 0 --------------------------------------------------
This will certify that the foregoing "Pozicon" is a Class "F" pozzolan complying with the current specifications of the ASTM and other _
specifications as noted. ,
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MICHIGAN E ASH SALES ESsEXVILLE 8N COMPANY PLANTS AT:
uusxEoON MONROE 9 s P.O. BOX 60 WEST OLIVE Q
n ESSEXVILLE, MICHIGAN 48732 LABORATORY TEST REPORT TELEPHONE (517) 892 3522 Date so p o + .. N ,o82
~
"Pozicon",- Class "F" Pozzolan Consigned To: a,v a enm...+. Ac=meias =r == cosaea -se .8 == w
- T. C REQUIREMENTS OF ASTM =Cate O AS SPGC8880S POS Midland, Michigan BECHTEL 8856-C7-12.3A _
Date of Shipment i Amount Shicoed Silo # I Ticket 9-26-82 1 52.oo tons one I # -70 6 /4
?.Ci Physical Test Data Pozicon Fineness: Surf ace Area 2CM3/CM ----------------------- d5 -3 75 Mul ti pl e ----
E S.c4 Pozzolonic Factor----------------------------------day--
Activity Index: Portland Cement - 28 i c o s ( )
(MotorCubeStrengths) Lime - 7 day------------- S o.T ( )
W ate r Requ i rement------------------------------------- 9 5.1 col D ry S h r i n k a g e ---- - - ----- --------- - ------ - ---- ---------
Soundness: Expansion---------------------------------
.c8 % retai.ned on Air Entraining----------------------------------------
325 mesh /2 d5 Uniformity Requirements:
Specifi c Surf ace Vari ation---------------------- $~.(o
. Speci fi c Gravi ty Vari ation----------------------- 3 . 7 Air Entrai nment Vari ation------------------------ // . F Reactivity to Alkalies:
Reduction of Motor Expansion---------------------
O /
Mo to r Expans i o n---------------------------------
Chemical Test Data Pozicon
( S i2 O ) + (23 A1 0 ) + 23 ( FE 0 ) ----------------------------
Mg 0 - - - - ---- - - - - -- -- -- -- - - - - - --- ----- - -- - - -- --- - - - -- - - - 0 2:.o S03---------------------------------------------------
.m Mo i s tu r e Co nt e nt-------------------------------------
.c e L.O.I.------------------------------------------------ /. 8 Na2-------------------------------------------------.o/
0 This will certify that the foregoing "Pozicon" is a Class "F" pozzolan complying with the current specifications of the ASTM -
and other _
o specifications 91,cN+ d.
Q. C. RE .
ggW 4'-* f 2- om
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Director of' Quality Control am.s SEP 281982
usus7 rr M I C HI G AB. --
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ASH SALES M ESSEXVILLE C 0MPANY PLANTS AT:
sus <EceN MONROE c
2 WEST OLIVE L F.O. BOX 60 ESSEXVILLE. MICHIGAN 48732 LABORATORY TEST REPORT TELEPHONE (517) 892 3522 2c( cs Date September za,1982 f
"Pozicon" - Class "F" Pozzolan Consigned To: Allied Concrete J.; GETIMES TMAT TMS POZ10000 SMtPPED ON Tle=1. . 3 SSETS ALL e50UinfusNTS op ASTM.C41640 AS SPSC3piSO pos Midland, Michigan ca.us e reno 64=, rasrso vuosa asv cmws.
BECHTEL 8856-C7-12.3A Date of Shioment i Amount Shicoed i Silo e i Ticket 0 N 82 l 48 80 tons l One \# 70 6/3 Physical Test Data Pozicon 2 3 Fineness: Surface. Area CM /CM _______________________ d3s 75 Multiple Factor--------------------------------------- Z S.c4 Pozzolonic Activity Index: Portland Cement - 28 day-- /o4.5 ( )
- (MotorCubeStrengths) Lime - 7 day-------------- Sc6 ( )
Water Requirement------------------------------------- MI D ry S h ri nk a g e ---- ------------ ------------ ---- -- -- ---- - ooI
.o8 % retaa,.nea, en Scundness: Expansion---------------------------------
Ai r Entrai ni ng ----------------------------------------
- 325 mesh /2.8 Uniformity Requirements:
Specific Surface Variation----------------------- .:5./.o Speci fi c Gravi ty Vari ation----------------------- s.7 Ai r Entrai nme nt Vari ati o n------------------------ //.2.
Reactivity to Alkalies:
Reduction of Motor Expansion--------------------- -
Mo to r Ex p a n s i o n ------------------ .--------- ----- .c/
Chemical Test Data Pozicon (SiO2 ) + (A123 0 ) + (FE23 0 )----------------~~~~~------- O#
Mg o --- - ---- ------ --- -- ---- -- - - - - - - - --- -- - ----- - -- --- - . cza S03--------------------------------------------------- .o /
Mo i s tu r e Co n t e n t-------------------------------------- .o/
L.0.I.------------------------------------------------ f. 6 Na2 --------------------------------------------------
0 .o/
This will certify that the foregoing "Pozicon" is a Class "F" pozzolan complying with the current specifications of the ASTM and other -
specifications as noted.
O. C. REVIEW ' I, 3W 9-2.f-f % 0 ,
Directer of Quality Control 2 -
. g{p gg1gg?
~
MICHIGAN sS ASH SALES EsSEXVILLE h M
COMPANY PLANTS AT:
uusxEcON MONROE d( ,
P.O. BOX 60 WEST OUVE k '
ESSEXVILLE, MICHIGAN 48732 LABORATORY TEST REPORT l TELEPHONE (517) 892 3522 N i D.
O Date September 29, 1982 "Pozicon" - Class "F" Pozzolan Consigned To: Allied Concrete tw. ~--- rs Tuar twv persoon wierno on vms taas mem Au. =somnensurs o, asTu.c w as specimo poe Midland, Michigan M P poZEDLAN,738739 UNosa astm C3Hft.
g Date of Shioment I Amount Shicoed i Silo d i Ticket 9-29 82 l 4 [O Tons l One l # '706 /.5
.doo k e. acorouue ~se @ o**Y pawcomrees Physical Test Data Pozicon Fineness: Surface Area CM 2/CM .______________________
3 737g Mu l ti p l e Fa cto r--------------------------------------- af d Pozzolonic Activity Index: Portland Cement - 28 day-- jog d y, ( )
(Motor Cube Strengths) Lime - 7 day-------------- yog/:3r( )
Water Requirement-------------------------------------
D ry S h r i n k a g e--- - -- -- - - - --- -- --- -- ---- --- -- -- - - -- -- -- - 93, /%
.oo/ cy,7
. retained on Soundness: Expansion--------------------------------- , o f % 325 mesh /s. ? 7o Air Entraining----------------------------------------
Uniformity Requirements: 4M 7o S peci fi c Su rf ace Va ri a ti o n----------------------- S . 6 '70 @g* DSS Speci fi c Gravi ty Vari ati on----------------------- 57 7e Ai r Entrai nment Vari a ti o n------------------------ //.2 */.
Reactivity to Alkalies:
Reduction of Motor Expansion---------------------
Motor Expansion--------------------------------- , 4/ 9 Chemical Test Data Pozicon (SiO2 ) + (Al 23 0 ) + (FE 23 0 )-----~~~~~~~-~~~~-----~~~~~~ O#' #
Mg0--------------------------------------------------- * ### 7'-
S03--------------------------------------------------- O/ E Mo i s tu r e Co n tent-- ------------------------ ------------ ,4/ %.
L.O.I.------------------------------------------------ /. / %
Na20 -------------------------------------------------- ,4/ 9o This will certify that the foregoing "Pozicon" is a Class "F" pozzolan complying with the current specifications of the ASTM and other _
specifications as noted. ,
j
~~Q. C. REVIEW % ,~~
$Q f-2.9.8% DATE
- A.
Director of Quality Contr101 W
~~COLAECT&D COPY~~
MICHIGAN S$
ASH SALES EssEXVILLE k
COMPANY PLANTS AT:
MusxEcos MONRCE !!
P.O. BOX 6o WEST CUVE E EssEXVILLE, MICHIGAN 48732 TELEPHONE (517) 892-3522 LABORATORY TEST REPORT ee P
Date September 29, 1982 "Pozicon" - Class "F" Pozzolan Consigned To: Allied Concrete Midland. Michigan mesvt Au. amovinemaxTs os astm.csit-as As scaccoso Pos cama e conoun, rasvun uneaR ASTM CHM.
SECHTEL ES6-C7-12.3A Date of Shioment I Amount Shicoed i Silo # I Ticket 9-29-82 I ga.00 tons l One l 470G/J Joace, u/ Ear oum .sr.wMr MwArnro/-.S Physical Test Data Pozicon Fineness: Surface Area CM 2/CM .______________________
3 m5 Multiple Factor--------------------------------------- ##'M Pozzolonic . Activity Index: Portland Cement - 28 day-- /#4l 5%(
(Motor Cube Strengths) Lime - 7 day-------------- 105N (
Water Requirement------------------------------------- 95./7o Dry Shrinkage----------------------------------------- .oof,y, 7. retained on Soundness: Expansion--------------------------------- , o / 9, 325 mesh /.7. F Ai r E n t ra i n i n g ------------------------------ ----------
Unifarmity Requ1rements:
M /E. 3 S'o Specific Surface Variation-----------------------
4'~. 6 7o WC Mg S peci fi c Gravi ty Vari ati o n----------------------- 5 7 Po Ai r Entrai nme nt Vari ation------------------------ // J9o Reactivity to Alkalies:
Reduction of Motor Expansion---------------------
Mo to r Ex p ans i o n---------------------------------- 0/ E Chemical Test Data Pozicon (Si O2 ) + ( A123 0 )-~~~~~~~~~~~~~~~-
0 ) + ( FE23 ##' '
Mgo--------------------------------------------------- .020 ?o 503--------------------------------------------------- . O / 7o Moisture Content-------------------------------------- . O / Po L.0.i.------------------------------------------------ /.. O/f fo7c, Na2 0 --------------------------------------------------
This will certify that the foregoing "Pozicon" is a Class "F" pozzolan complying with the current specifications of the ASTM and other _
specifications as noted.
. *Q. C. REVIEW ~
Gld \\- 29-f %r, ..
Director of QttalTty' Control B-.
4 COMECTED COPY
MICHIGAN 4-ASH SALES EsSEXVILLE i
'D COMPANY PLANTS AT:
MusxEcos '.
MONROE g P.O. BOX 60 WEST OLIVE N ESSEXVILLE, MICHIGAN 48732 k
LABORATORY TEST RE:0RT TELEPHONE (517) 892 3522 4
Date sentember 29. 1982 4 "Pozicon" - Class "F" Pozzolan 084 7903 LOAS Consigned To: Allied Concrete Tielt CERTIFIES YMAT THE POZ100H 18tiFPED esSSTS ALL RaoutaSaaSNTS OF A.$TM Cstsee A8 5 mass e pozzotA>6 tasrss vuosa, Asm ma.
Midland. Michigan SECMTE. 8856-C7-12.3A Date of Shipment I Amount Shipoed i Silo # I Ticket 9-29-82 l 5.5.55 tons l One l # 704,/g dove <: e. w e a r e s. u e. ~=rcecmMr peecsAr,a.rce Physical Test Data Pozicon Fineness: Surface Area CM 2/CM 3.______________________ yng Mu l t i pl e Fa ct o r--------------------------------------- .2/. 2d Pozzolonic Activity Index: Portland Cement - 28 day-- /o#.*/o( )
(MotorCubeStrengths) Lime - 7 day-------------- foo ?o )
Water Requirement------------------------------------- 95d '/ ( O Dry Shrinkage----------------------------------------- .00/ 7 7. retained on ,,
Soundness: Expansion--------------------------------- . 0 / *>o 325 mesh //.I /o Ai r E n t r a i ni ng --------- ----------- -------------------- g f y,39.
Uniformity Requirements:
Speci fi c Su rf ace Vari ati on----------------------- 4. f 7o (4 /F- 0#
Speci fi c Gravi ty Vari ati o n----------------------- #.7 %
Ai r Entrai nment Vari ati o n------------------------ jo, f*/o Reactivity to Alkalies:
Reduction of Motor Expansion---------------------
l Motor Expansion---------------- .----------------- . 0/ 7o Chemical Test Data Pozicon (SiO2 ) + (Al 23 0 ) + (FE23 0 )-~~~~~~~~~-~~~-~~~~~~~~ ~~~~
Mgo--------------------------------------------------- . D'R0 $*
S03--------------------------------------------------- . o / 9e Mo i s tu r e Co nte nt----------- .-------------------------- . 4 / 9o L.O.I.------------------------------------------------ /.TO 90 Na2 0 -------------------------------------------------- . 0/ %
This will certify that the foregoing "Pozicon" is a Class "F" pozzolan complying with the current specifications of the ASTM and other ~
specifications as noted.
~~40. C. REVIEW ~ '~~
u U-Ab 6SW DATE Director of Quality Control
.
~~COMECTEO COPY ,~~
l MICHIGAN 4 l
ASH SALES N ESSEXVILLE k' COMPANY PLANTS AT:
susxEcON MONROE O N
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P.O. BOX 60 WEST OLIVE ESSEXVILLE. MICHIGAN 48732 O TELEPHONE (517) 892 3522 LABORATORY TEST REPORT Q %
Date September 29. 1982 "Pozicon" - Class "F" Pozzolan Consigned To: Allied Concrete ws-csertptas Twat Tuc portoces saweso em Twas taan marts m L amoven u ents OF A5TnH:414e As sPECIFLs3 pg3 Midland. Michigan csAss P Pct 20LAN. TE3TED UNDER ASTM C342%
BECHTEL 8886-C7-12.3A _
Date of Shioment i Amount Shicoed i Silo = 1 Ticket 9-29.82 l 45. J 9 tons l One l .# 702,53
.-%.sese - k./E.:s r ouJS .: iucwesoe.V Aeza.urses Physical Test Data Pozicon Fineness: Surface Area CM 2 3
/CM ----------------------- f.SJS Mu l ti pl e Fa cto r--------------------------------------- .7/. JM Pozzolonic Activity Index: Port'and Cement - 28 day-- jo.% Q ( )
(Motor Cube Strengths) Lime - 7 day-------------- goo.er( -)
Wa t e r Req u i rem e n t-------------------------------------
D ry S h ri n k a g e - --- -- --- - --------- -- - ------- - -- -- --- --- -
95,#%
. o 0 / *7 .
,, retained on Soundness: Expansion--------------------------------- , of % 325 mesh //. f To A i r E n tr a i ni n g ---------------------------- ---- -------- y fz.3 Fo Uniformity Requirements: e, Specific Surface Variation----------------------- 6 I 7o VM- "
S p eci fi c Gravi ty Va ri a ti o n----------------------- 47%
Ai r Entrai nment Vari ation------------------------ /o, f Q, Reactivity to Alkalies:
Reduction of Motor Expansion--------------------- -
Motor Expansion---------------------------------- .0/ %
Chemical Test Data Pozicon
~~( S i 2O ) + ( Al23 0 ) + ( FE 23 0 ) ---~~~~~-~ ~ ~~ ~------~~~~~~- ###~~
Mgo--------------------------------------------------- .o20 %
S03--------------------------------------------------- , o/ %
Moisture Content-------------------------------------- .o/ %
L.O.1.------------------------------------------------ j 1o '7o l Na2 --------------------------------------------------
0 . o / po This will certify that the foregoing "Pozicon" is a Class "F" pozzolan complying with the current specifications of the ASTM and other ~
specifications as noted. .
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i NONCONFORMANCE REPORT 3/u /
~~1. PROJECT NAME JOB NO. 19~~
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~~2. UNIT ('S) 3. DRAWING /PA TNO. REV 5. ITEM LOCATION~~
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4 /,/6' 77932.- " A#4 REV SER NO. A/4 hggy. gw /gyg7gg '
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16. NONCONFORMING CONDITION: . 9, 24. DISPOSITl'ON CONCURRENCE s S JM G C Tbi]StOcu DL4T~ Ebyw/11CXtr /J f426 OG G.
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~~i 22. ( ) Field Engineering Disposition i I Field Engineering Recommended Disposition to Project Engineering~~
~~23. PROJECT ENGINEERING DISPOSITION~~
~~26. OC ACCEPTANCE ,~~
QC ENGINEER DATE AUTHORIZED INSPECTOR DATE a
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1. PROJECT NAME ad 42M-. r^ae -l ors l
i man 7210 -
S. BTEM LOCATION I
~~2. UNIT (S) 3. DRAWING /PART NO. REV 4. ITEM DESCRIPTION 1~~
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~~24. DISPOSITION CONCURRENCE~~
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{ 1. PROJECT NAME * ' "^at I ovl I)llblANb 7320 ".o 5 STEM LO NG/PART NO. REV 4. ITEM DESCRIPTION
~~2. UNITISI Comm0AJ 3. DRAYA N N{A juBUGICATICAI of 01&K-a) SPLICES yyf&CATgG&-fy' >~~
~~7. SERI AL NO. 8. REP CEMENT P T 9. SOURCE 10. ONTRACTOR/ SUPPLIER~~
~~6. P.O OR SPEC NO.~~
~~gh P/N J _ REV.4/ SER NO. N ggggg4( M 4~~
~~11. INSPECTION CRITERIA IR NO C-6.OO- F 12. ASME AUTHORIZED INS I R 13. SKETCH A ACHED 14. Desco red During Const ( ITest~~
~~15. Equip rnished By~~
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~~16. NONCONFORMING CONDITlON:~~
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17. EP RT DATE 18. VALIDATED BY DSTE f / 3 gf *;*
~~21. ROUTING: MTO FIELD ENGINEE ING ( ) TO OTHERS (SPECIFYi~~
~~22. ( ) Field Engineering Disposition l l Field Engineering Recommended Disposition to Project $ngirwering 0~~
~~23. PROJECT ENGINEERING DISPOSITION i k~~
! 26. OC ACCEPTANCE I
OC ENGINEER DATE AU THOR 12 ED INSPECTOR DATE i
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~~1. PROJECT NAME JOB NO. 19, 20.~~
~~/MioLato 7220._-._ "*- '* *' I "' '~~
~~2. UNITISI 3. DRAWING /PART NO. REV 4. STEM DESCf11PTION 5. 8TFM LOCATION Avx.moe.,se a. m~~
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16. NONCONFORMING CONDITION: 24. DISPOSITION CONCURRENCE rggprk ' l" reject I~sepais l use as 65 ~
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I 23. PROJECT ENGINEEniNG DiSeOSiTiON I _
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QC ENGINEEll DATE
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1. PROJECT NAME JOR NO- 19 20
" ' ~ "^"' ' l g WD%ND _ _ _
_ .7 e;>e3 0 __
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2. UNITISI 3. DRAWING /PART NO. ItE V 4. IIEM DESCillPTION 5. IJ 30],4 , p a 'j
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! 11. INSPECTION CRITERIA I R NO.. . f@ . _ . _ 12. ASME AUil40H12ED 13. SKETCil ATTACilED 14. Discovered Dueuus 15. Equip Furnished 11y E G'D
} (>4 DWG ( ) SPEC ( l OTilER NOM
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W l * ..'* _ _0 _ b 3~ *
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~~22. ( ) Field Engineering Disposition ( l Field Engineering Recommended Disposition to Project Engineering 4~~
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~~26. OC ACCEPTANCE OC ENGINEER DATE AU THORIZ ED INSPECTOR DATE 2~~
~~bWetWAdb thm slAn# AAcK6og NONCONFORMANCE REPORT~~
~~1. PROJECT NAME JOB NO.~~
6/g gg d- [
' 19. 20.
' NO'~~4760~ ' ' - PAGE . \'OF ~\
_ _ _ _ _ Mib TAR D__ . _ _ _ ___ _ _ _ _ .7 2.2A ___. _ . _
~
, 2. UNIT (S) 3.L DRAWING /PART NO. HEV 4. ITEM DEscillPTION S. ITEM LOCATIONAtX
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) 11. NSPECTION CHI T E Hl A B R NO.M _ _ -._ _ 12. ASME AUillORIZED
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~~11. INSPECTION CRITERI A FIP MNOC-6hR-49a~~

~~()DWG ( ) SPEC 1iOTHER NO._Ja/ a _ --_.-~~

~~12. ,A N CT Q ' D 13. SKETCH ATTACHED (LYES (1NO ( IRec*g ( IConst { lTest ( )Chent ( l[ng K lFL D~~

~~( l VES (K) N O~~

16. NONCONFORMING CONDITION: 24. DISPOSITION CONCURRE NCE During turnover dOClanentation review Of AEO#312

_d_Octanentation package,. the_following._ discrepancy was_found: Purchase Order F_-9350Q " ["' ' " - h"" *"- required Item #5 (2_1x s.) W12 x 106 30'-0" material tO be in accordance with ASlM_ PROJECT FSELO ENGINEEN DATE ! A-36-70a. IIcat #180N592 has been certified to be in accordance with AS1M A-572-70a PROJECT E NGINEEN DATE ! _ Grade._50._. "Q"._ Number _is_ialetenninate. S;7o _' wee _YngW_ /ucd PHOJ CONETH QC ENGINLEH DATL ~ AU THOHi 2 E D INSPEC T ON DATE **'"'" 5' " " " " * " * ' '

~~17. REPORTED BY DATE 1 'ALIDATE BY DATE~~

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1. PHOJtCT NAuL JOu NO. 39. yo.

t gg9 @D </g y o NO.4 772 P,u 'l / OF3 - i ~ 4 ' 2. UNI f(S) 3. DH AWING /PAHT NO. Hi V

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6. P.O. Oil SPI C NO. 7. SE Hl AL NO. 8. HEPL ACEMENT PAllT 9.SOOHCE 10. CONTHAOTOR/ SUPPLIER

~~[- 2 7 5 REV1 - Mh "".'..~^'?~~

12. ASME AUlllOltl2ED MEN b y I?. - -. VLT.R O

31. INSPC CIION CillIC HI A IH NO. . . . .

13. SKE T Cil ATT ACHED 14. Docovered Dus.*g 15. f er.ip i mm.swil uy NO.7'//f d ~76 - / SF 10 i LQ'D ()NO ()dRec's Opcomt ( ITest j (A) DWG ( l SPLC ()OTitEH Q(1 YES ( IClwnt (it . , ( if10

16. NONCONI OI: MING CONDlilON: 24, plSPOSITION CONCulilit Ut;t:

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~~21. HOU11NG.~~

4.k W J pMw n st A[f*'Jt**-f 34'((J'e# % IO llELD LNGINEERING IN TO OTilEHS (SPECIFYi 2I'ij?? Ev4 b / _ _ . l 22.() t icid Lounwcring Disgmsitenn ( ) Field Enumeering Hecommended Disposition to Prosect Engineering i . . . - . - . - . s ~ 5 23.'PflOJECT ENGINEElllNG blSl 0SillbN _ -_ .-. . _ - . . . _ . _ _ ._- e i ' _ _ . - . . - _ . _ . ~ . - _. . - - . . _ _ . . . - . . _ _ --_ -

~~26. OC ACCEPTANCE OC ENGINEER HA TE~~

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s( , J ~ - =3;g . L l l l e 0 0 l . D .. .- . .-.- - - - -.--.--+..-w . . - . . + . - _ -....e _. I 1 l - _ ;f$ Bechtel Associates Professional Corporation -v. . (' ?' Inter-office Memorandum - u97098'- BEBC-6749 ' '

~~Dee Decenber 7, 1982 To Leo E. Davis E.M. Hughes 3 Sueiect Midland Plant Units 1 and 2 p ,,,~~

'OJECEIVE g B M Bechtel Job 7220 Engineering NONCONFORMANCE REPORT ; Ann Arbor OEC 9 }982 Copy Distribution - BICHTEL POWER CCRP. File J-275B-PR JO3 7220 m ......... .... . ____ ( ' During a visit to the Midland jobsite on October 7,1982, engineer-ing discovered a condition in cabinets IC452, IC453, 7220-J- and IC454 ' supplied by Vitro Laboratories under Material Requisition This condi-275B(Q) that required further engineering evaluation.f the separation T* tion was subsequently evaluated to be a violation o i nd requirements for Class IE and non-Class IE electrical 7220-J-275B and Regu- circu ts a f*.! thus a nonconformance against Specification 1atory Guide 1.75. (NCR) for your use , Engineering has prepared a nonconformance reportBecause engineering has I.. in identifying and tracking this condition. itting no administrative procedures for issuing NCRs, we are transmand l' req this NCR by attachment, and issue the NCR. i 9487. If you have any questions, please contact M. Gerding at Extens on

~~/ ~~~

M .M. Hughes b V ? {pdrif .' S/MAM/jsn(J) / 11/3/1 Nonconformance Report

~~Attachment:~~
~~Copy Distribution: E.M. Hughes w/a R.C. Hollar w/o M. Malenfant w/a J.W. Miller (jobsite) w/a G. Singh w/a G. S ith (jobsite) w/a No Written Response Requested: Com Use: NA~~
= - ... '' ~ ~ - - - ~ - - ~ . . . _ . . ,_ _ .__..e. .- .-
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23. PROJECT ENGINEEHING DISPOSITION
~~_ . _ _ . _ _ . . _ . . . _ _ _ _ _ - . _ _ . _ . _ _ _ _ . . _ _ _ ~ _~~
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~~1. PROJECT NAME JOB NO. 19. 20. .-~~
~~] NO. _.4 7_7 4 PAGE _l OFh REV 4. ITEM DESCBIPTION 5. ITEM LOCATION~~
~~2. UNITISI 3. DRAWING /PART NO.~~
~~Imnf_ AtasFhplAL NO.A_ ii~z hWe. f. ,htcck 9 SOURCE m &nT hbd-~~
10. CONTR ACTOR / SUPPLIER

6. P.O. OR SPEC NO. 7. SE E 8R CEMENT T (g / g { P/N_ .. REV _ _ SE R NO. _
~~' NIS. Equip Furnished By BR NO. 12-yC 13. SKETCH ATTACHED 14. Diseqvered During~~
~~11. INSP(CTION C ITERI A NO laI[.ph 'D~~
~~( ) VES V)NO ( IRec's N)Const i ITest (V) Client ( )Eng ( )FLD ()DWG wiSPEC OTHER (M YES ()NO~~
~~16. NONCONFORMING CONDITION: Mbbb 24. DISPOSITION CONCURRENCE , ,:~~
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~~17. REPORTEf Y D TE pf % 18. V IDATE Y DATE~~
~~'_____ . ///E h 4f + l '~~
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21. ROUTIN TO FIELD ENG ERING ( ) TO OTHERS (SPECIF )

22. ( ) Field Engmeering Disposition ( ) Field Engineering Recommended Disposition to Project Engineering 1
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26. OC ACCEPTANCE +
' OC ENGINEER DATE ; AU TH ORIZED INSPECTOR DdT5~ } kis
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o co u "m w - K- t- *. NONCONFORMANCE REPORT .r/u cabe*raaerc e W [ TC
~~1. PROJECT NAME JOB NO. 19.~~
~~4775 20, PAGE _1OF _f g Midland 7220~~
2. UNIT (S) 3. DRAWING /PART NO. REV i. ITEM DESCRIPTION ".U*
5 ITEM LOCATION 1 and 2 C-191, Rev. 3 0-190, Rev. ] Bolts AuKillary_ Building.__
6. P.O. OR SPEC NO. 7. SERI AL NO. 8. R EP. RT 9. SOURCE 10. CONTRACTOR / SUPPLIER F-14430 N/A P/N B CEMENT R Ev ._N/ P/)A.SER NO. _H/ A Supplier Haven Busch 1R NO IR-R-1.OD~63lh2. ASME AUTHORIZED 13. SKETCH ATTACHED 14. Discovered During 15. Equip Furnished By

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16. NONCONFORMING CONDITION: 24. DISPOSITION CONCURRENCE rework I reject repairTuse atJL g

1. Requirement: Tech. Spec. C-233, Para. 5.0 requires a CMTR for all steel i I used.
PHOJECT FIELD ENGINEER DATE Nviation; CMTILheat_fL00883 indicarc 1_168_bolta.__Jfr_ Report _ from Utec ,,,,,c,,,,,,,,, ,,,, Inc. indicates 174 bolts. Receiving inspection report PHOJ CONSTR QC ENGINEER DATE indicates 171 bolts received. Traceability cannot be Na d u m.7 Ass ^ ' ' ' " " '"5" " "'"
't spu(J established for six uncertified bolts, p g,,,gy y y,g 4 *' '*" " " ""* " "
~~l 17 . DATE 18. VAllDATED BY DATE~~
~~. arti .TJS 12-7-82 ,(# /%[/7!kE~~
21. ROUTING: P(TO FIELD ENGINEERING ( ) TO OTHERS (SPECIFY)

22. ( ) Field Engineering Disposition ( ) Field Engineering Recommended Disposition to Project Engineering I
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26. OC ACCEPTANCE Attachments: 1. = 12^ M M 7-PA DATE QC ENGINEER

2. Material Rec. Reports AUTHORIZED INSPECTOR DATE

3. MT Reports

4. CMTR
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21. ROUTING: TO FIELD ENGINEERING ( ) TO OTHERS (SPECIFY)

22. ( ) Field Engineering Disposition ( ) Field EngineerWHecommen'dediEsposition to Project Engineering

23. PROJECT ENGINEERING DISPOSITION

26. OC ACCEPTANCE OC ENGINEER DATE AUTHORIZED INSPECTOR DATE
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GEO CONSTRUCTION TESTING ," . ', roamsiseaoss assumes no responsibihty for, loses of any kind due to irite pretation. , W %am v M.. ..t ..CM O mcN,9'194,1&M,. D..%:wnn.:g.v.o.:n;.M.r.k. a. : WN. .Wm. 6%W ~'a. "m a^ T..W.. ?. *c7
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~~1. PROJECT NAME JOB NO. 19 20' n~~
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8. REPL ACEMENTf.4RT
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1. PROJECT NAME JOB NO. 19 20 Nd. 4779 paog lop,S MIDLAdD (JMITer 14Z My

2. UNITISI 3.1RTRvvHUG/PART NO. *>Ftfd S, REV 4. ITEM DESCRIPTION MdlAEirp CL&AfbfAMM4'5. BTEM LOCATION OM@

6. P.O. OR SPEC NO.
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~~7. SERI AL NO.~~
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8. REPLACEMENT PART ECIWEPR GM_& TEAM

9. SOURCE M AT6CHW_hHtfRT_

10. CONTRACTOR / SUPPLIER QA gg P/N_h3 A_ REV SER NO. g ) g4

11. INSPECTION CRITERI A get NO_Q 12. ASME AUTHORIZED 13. SKETCH ATTACHED 14. Discovered During 15. Equip Furnished By SP O RE" IINO I 1 Rec'gMConst i ITest ( ) Client i lEng i IFLD l t)DWG "$d SPEC ( ) OTHER NO g NO % YES

24. DISPOSITION CONCURRENCE

16. NONCONFORMING CONDITION:.g REMrzeEH 'a FeoWr49 MAT."~01F_MWIMuM geAC O&TM66_BBTW6tthL_. *** I ' I "'" " f " " " --
~~4 m_stargATlantht4uE wlo_mMetmh_MmMunima#1atedt PROJECT FIELD ENGINEER DATE~~
~~.. k _ h_bE _b h_N t_ YN- k [bkhh!/lNbl _ PROJECT ENGINEER DATE l~~
~~RwMIL41%A&R _netMcer_ - K e a ales Mt?N m _ A & _ % w d M PROJ CONSTR QC ENGINEER DATE~~
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~~. 21. ROUTING: p4TO FIELD ENGINEERING ( ) TO OTHERS (SPECIFY) ,~~
22. ( ) Field Engineering Disposition ( ) Field Engineering Recommended Disposition to Project Engineering i

23. PROJECT ENGINEERING DISPOSITION

26. OC ACCEPTANCE 6 OC ENGINEER DATE AU THORIZE D INSPECTOR DATE
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