ML19329E939

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Nonconformance Rept for May 1976.Rept Consists of Bechtel Nonconformance Repts,Nonconformance Rept Log & Status Book, QA Discrepancy Repts,Quality Audit Findings & Mgt Corrective Action Repts Written or Closed During Month
ML19329E939
Person / Time
Site: Midland
Issue date: 05/31/1976
From:
CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.)
To:
Shared Package
ML19329E934 List:
References
NUDOCS 8006180808
Download: ML19329E939 (103)


Text

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..,'..O,. . . ,6' -                                                  NONCONFORh1 ANCE - REPON G.OG & STATUS SCOK                                                      12.

REPOF.T DATC 5' 4 C - J'M'

1. PROJECT NO. ,. 2,.:. 0 Pact c.c. tr:0.cowt..b ::*
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mn e. tu. . NONCON FOR.'.1ANCE STATUS DATE PREnARED BY

  .' O .                                                                        DESCRIPTION / REMARKS f[GCUTE             ': . TD            E           C t. rc           Ot.00CD GY
    '> 7 6 2 - '-                        D.L.Osborn          T ?on - 1:'i m ch T r - e -                               ~-

7 r - ,7 ~-e Psid 2-19 5/7/73/28/7 l'. E. Ilbert

                      -7/

h00 tons raccived w/o user tes 1.105.l ?05 a bha 7/3 -76 i l

    '77 2-5                             E. Dutton            C-208. Concrete test frenuencv exceeded, T;                                                                                                           Edeht l 2- 19                     4-9-7 L 6
                                     ,                     l Pour A(633. 25)a' 1

l.205 y---Ex75 l - 7 6  ! D. L. Ocborn 37Bl 2-5-7b R. A. Moray h,- 2 3 3 ". v 304',neinnen n g w 1 y ,s ., hi ,. n Field No 2-5-76 3-31 R. A. Mo ray l l3:.ck-Up Plates have defective weldt 1.202 2-5-76 -76 379 2-t D. Martin - 1. Pn -i fi c ati o n Dn mi n e -M,1c;_.ono n n d . i c o .B&W No 3 -72 -76 h-27-7'3 P. M. Pitto 1

                                    !                        four.d inside                                    ASME 4.038 !2-9-76
                                                                                                                                                         ?      1,   '.'2-A-23             -
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E. Dutton C ?3? -_r w crcin c - -; n g + e rr y. -- -lu2_c , ;- gur-s__ mf.:

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n. R. n tbc rt l -7: A(633.25)a' & TT(606)a 1.205 =,2 = 9 = 7 6 -D I

331!2-9 G. Depew C-50A. Liner Plate heat number di serenanc'-l Field No 2-17 l3 R. G. Lus sic f -7+ 1.109 !2-9-76 -76 -76

    -32 2-:-                      lD . L.        Osborn   f-111. I .i n.cr ninto tn W . co                   11a i' " 1      "L r___ yield                 No       ,2-17                2-27            D. L. O.sb orn
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                                 !                        650'6" to 6518 6"                                             1.109       k - 1 1 - 7 /,

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 ;5             2-1              .        D. L. Osborn  d'-230                                                                                      :2-19           lh-3 6- l 00 l        -

l lA (63 0. 7 5)a'H.;1 f va - d of hi ch @1.205 m r py;_c.nc

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1. PROJECT NO. o.c. cNo. sicu
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o10. i L . ' .: PREPARED BY NONCONFORMANCE STATUS n DESCRIPTION /REMARKo :7.DATc (c.uATE . u Afc 10. i ls.nouTE ' XMTG l HETD l:CLCSc0 . CLCSCD CY 412'4 t

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  • Lieb. L C-230. Fl va .-h _ fi n o n n s s . I =er Test 4-29 I

l -7/ 1.105,1.205

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NONCONFORMANCE - REPOR'T LOG e STATUS SOOK u. '

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RET' ORT DATE PAGE COMPL.

                        . . . _                                          1. PROJECT NO.                             ' ' ^ , ,
                                                                                                                                                                                                                                                    .C. ENG. MN                      _-
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52{Lro lCATL 2s Dt:.PosaisoN Con L uN HL M E sn. . 7220-C-203

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U. ?. Te sting Co. , Midland, MI ,'T3'.9No

                                                                                                              - ~ ~ -

Subcontractor _ _ _ _ 84 N C' i t s N G f rd ST M UCT IONE { NOuT E TO FIE LO ENGIN C E RapeG O a o u' t ' o a a' c a 'a ' 5uac a v 'so a 19 Pe O n 0 3 NS O M MIN G CO N DITION : g___ _Spenificati.on_.2220-C.-2Df,__R.en 6 Sectien_6 LZ_ststes_in_part_that, " Don .olen_shalLhe s ;_ pled and tested in accordan_c.g with ASIM _C-311. " AS T M_C -11 1 - 6B_s.t at e s in .p a_rb._".o n e_t. cat _ saropl e s'. O rep _r_e. s ent not more than 100 tonc. " Contrary to the above,_on August 28,_1975 a p_n.n sing _u s e r's te st sancele was taken at 1989 accumulative tons representing the test cycle of 1900 to 2000 accumulative tons. Th.. next user's test sample, which also passed, was taken on October 23, 1975 at 2157 accurnulative tonc reu resentine the test cycle from 2100 to 2200 accumulative tons. The user's test evele reoresentina 2000 2e g 5 sL LO DetrosaisoN ,N'rILLp ft C CO M N E N D A T IO N UtO UT E TO PR O Js;C T C NL.t N C C h t N C. 2 5. P'IC L D 0 8:.P0 $ t710 ** FIL huLT S iiele recer.rnends use as is. During the oeriod between the two passing user's tests of S .0-75 and 10-23-75, the field experienced no unusual control problens or fail-ing .ancrete strenoth tests. Attached for Project Encincerino's review are conics of t;.; passina flyash user's tests of 8-23-75 and 10-30-75. M% w iLil e _ m;1 _ i 22 L .o ih C C N SNG DISPO MTIO N

2. E NG IN E E se6NG OtS ADG4 TION H E $ubT$.

ngi;Jering concurs with the Field Reconmandation to "use as is" hased on the foll-cmn, The purpose of the ponsolan uscr'c test is to naintain quality end to pro-vidn :. roper control of the pozzolcn as a concrete adnixture. It is one of several "in cocess" tests that are perferned during the course of construction to naintain cen r71 of tha structural concente.. While we concur that the frecuen y of the 2 4.13 f , :.j a N CH ANGC st CGulRED ** 2 4. R LJ C CT&D M AT C RI A L LIS/ut. TION e v ~5

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p . _ _ .._.,___ _ ___.,_NONCON FORM ANC E R EPO RT (CONT'D)

                                                                                                                                                                                                    ,u. c_?mo ,2__                    . . ,, c ., ,.o. _3 7 6 (E'.ock 19 continued)                                                                                                                                                              _                    _ _ _ ,

to 2.100 accumulative tons was ornitted. _tl irjash. log. "Q"lisdo5 Ncnconformar.cc noted durinc routine review Cicek 22 continued: . 2.l.05_and_1.201._ No holdla;;s applicd_ . nozzolan user's tests did not rect - cpecification requircrcuts, the fact,that for the 2700 tens of f3yanJt.Ael_ircred provides partial prcof that the pozzolan to date,_28 user's tests have hean perfor batch is acceptable._ _ pec'_ sci _th acecAtable resul t's,

                                                               -Froject En-l.ieering has determined that the properticc of the final concrete product , which could      be significantly affected by variations in the physical cud chemical properties of the

_ ._. . . _ _ .__ poccolan used, are air content s

,-                                                                                                                                  and cor.prensive strength. Although variations in pos:olan prop-crties may not have been detected by the testing frequency used, any effect ofzolan on air content the pc:

and strength would be dutccted by testinr, taken at the batch plant. Both of these samples are taken air content and stren; th samples at a naxieur frequency of 100 cubic yards or approximately 5 tons of pozzolan for class I structurcs . Because of the foregoing, and the fact have been acceptable, Project Engineering has deterni.ed thatthat air contentresults and compres the pozzolan user's tests to date adequately represent the pozzolan used and that "used as is." the test results and pozzolan can be i

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HOBOKEN. N. J. ' 07030

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p ... ex A. r i TEl CPHONE: 201.702.2100 DEC 2 21975. . e i

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                                                  $.                                                                                                                                                   BECHTEtg J.,0 '7220' cliennbn@MLf/

echtei Power Corporation vaunua _{ ft,4 L Post Office Box' 2167 ~ . // NUMBER

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N- '~ Midland,' Michigan 48640

                   .,y 35692
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Report No. 83-Sub'au J Chemical / Analysis and Physical Testing of Fly. Ash taken at 2157.54 tons Usage Supplement !!o. 1 coject: Job 7220 Midland Project- - Decem.ber 15, 1975 Units 1 and 2

                .. f                              Subcontract 7220-C-203                                                                                                                                                   Physical'Results of Fly Ash Testing
                 '. .;;                       ' Sampling Data
               . ... v, ,
              .         7                _ Sample Identity:                                                                                                                                                                      vs
                                                                                                                                                                                                                                                          ~

Michigan Ash Sales Fly Ash - Sampled at thc g u.* 4'- l Batch Plant at 2157.54 tons usage fecm l,e, ,  ;,j RC 07*"*O F truck 82A and B~ .

                ..,.                            Dates Sampled:                                                         October 23, 1975

_ .e_r9ce @Lt.. / A rrocr

                  'C y            L :p Sampled By:                                                                                                                                                                          El'1:CT United States Testing Company Persor.nel
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                                                                                                                                                                                                                                     ; ,13,17f

() Dates Tested: October 30, 1975 thru iovember 25, 1975 necu.

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                                                                            ,                                         at the Hoboken tiew Jersey Laboratories                                                                       'act.n t cc 3 noc, U,:.

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t. .r.: ~ . -.e DATE
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c. % . '

with Portland Cement at 28 Days

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{.f ASTM-C157-69T-. . r,7. .. , 0.00 % 0.0LS. IDx.

          ??c. '-                          iReactivity withCement Alkalies M.                                  Reduction of Mortar Expansion at 14 Days ASTM-C}41-69'                                                                                                                       S1 %                                      -

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Cl IEf47- u 3 I modug Conipuny, in s ' Ucchtel Power Cor. a t ion >;

                                              .!!idland, Michigan <;8640                                                                                                                                                    .

flumber ..

35692 .

Report flo. 83  ! Supplement ilo. - December 15197! g Physical Resu1 . Fly Ash Tes ting ( i i - .

                  E.                                                                                                                                                                                                                                                                 r REMARKS:

al the pr c sp n9 r qu reci by ASTM-C618-72

y. i ~ ca t. ion
                                       #                 5                       0                         1   0                     #                         d                         d      s     ;)    ,-j         g
,                                                                                                                                                                                                                               g cc:                   2. Mr. J.F. Ilewgen 4
1. MR. T.C. Cooke '

2.-Mr. B. Waters I e i q, f i

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        > il. %.                                              ,

HOBOKEN, N. J. 07030 8M, Ewh.q-h i - TCLCPHONE: 20s.792.2400 O..\lg:d't- W m$$Iw , q- - @' / REPORT ' o y

         .uienu Bechtel Power Corporation
,c Post Office Box 2167 NUMDER
           .'s.

i, o Midland,Ilichigan 48640 35692 (iefse io she a ad v) Report lio. 83 Suyeca Chemical Analysis, and Physical Testing of Fly Ash taken at 2157.54 tons Usage tiove:rber 26, 1975 PROJECT: Job 7220 Midland Project Units 1 and 2

           '~

Subcontract 7220-C-203

        '.                                . Supling Data
        .;,                                  Sample Identity:
               .4 flichigan Ash Sales Fly Ash - Sampled at the Batch Plant at 2157.54 tons usage fron
        'V'
  • truck 82A and B.

Dates Sampled: October 23, 1975 San. pled By: United States Testing Conpany Personnel Dates Tested: October 30, 1975 thru I:ovember 25, 1975 at the !!choken fleu Jersey Lal; oratories. M ~ Test Data and Results y .'. t. .. l< ' Chemical and the project Analysis and Physical Testing of Fly Ash in accordance with ASTM-C618-72 specifications. pp*

                 ..                         A.        Chemical Analysis
           +:
q. - Specimen Resul ts
       . .,,. : .,                                                                                                                                                                                    Specification Recuirements
          .J Y                                      .SiO2 + Al 02 3 + Fe20 3                                                                      94.1%                                                                                               -

a: ' 70.0% Min. I/

        , . . . . ,.M. 9'0 .
          ' {.                                                                                                                                      1.8%                                                                    --                   -
               ' . ~ ~ ' , 503
           .s.

s- 0.5% 5.0% Max.' l ,' ' Mositure Content 0.1% 3.0% Max. '

                                                    - 1.oss on Ignition                                                                            3. 0.t                                                             12.0% Max.'

Available Alkalies 0.1%'

                                                ,         as fia20                                                                                                                                                       l.5% Max. '
           ... .,                           c w

1 os 2 United States Testing Company, Inc. t J

                                                                                                                                                                         ,        b"O h)j,'[\i C'N/h
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                              '4 E I5hI.d 9 e.. (1       B 4 at 4 Pe i 9 9s94 L 4 6 44 4g .L t                           .e4J%i se p ( r e y g gi e r e s s* es er ei?Sgse a e e se t at t                                                            r.. . . . n.
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                                 '. A se t se s i A + e sp a pg a s r ,4, ag b y T e.e s. t . L a t .                                                   t' 4 ** 4 8e e t V 8 : + t fd t . 44. L e . 4. I a e, e .g a ,g e; 3 g 9.g e,y9
                                   ' I L *~e E #L t. ?. dit I F4 'sl.e Pe l A. A ed L Pe O I           1614'. H C 4't.,54 f 'e A PI D L t. ) ] l , 3 A Pd O
  • f s C f a f. F14 4, g- p,.3 y p p , y ,g g y g j T lh .h t 1 999 43 f4 810 0 b l A I L '{ } [ *j f j f g G LJ'J1.lJ li f f D I fl A FJ Y (*lf t ' L8 A151.% *IC L #s Of( A (a ll !4 it 'al N.3 (* a) Af g3 A P, Y,
                                                                                                                                                                                                                . 1 T)([ O f.f J l,84 A L l*f j]!j.ji"

e CUENT: . Unituu bit.te: Ostint) doinpany, Inc.

                                                " bechtel Power Corp ^ tion                                                                                                         '

Midland, Michigan .8640 tiurnber

  • 35692
  • B. Report !!o. 83 .

Physical Tes tin 9 , flovember 26, 1075

                  '            '                                                              l ecimen Results S                                                                                     (
                 '                                   Fineness, air                                                                         Spec. Req.

permeability 6669 ca.2/ctd 6500 cm2 fc;a3 , Min. -

              . i.1 : -
              ,4..-

ASTM-C204-72 Amount Retained on 11.1% the flo. 325 Sieve 20% itax. ' ASTM-C430-71 ' Multiple Factof 33.3% ' 150.04, thx. ' n .5 Pozzolanic Activity . Index

with lime at 7 Days ASTM-C595-2 1169 psi 600 psi, Min.
                                                !!ater Requirements ASTM-C109-70T                       92.6%

105.0% o f control, Max. ' Uniformity Requirements Specific Surface - 7.0' i'

                /

a 15% Ma x. variation Specific Gravity

                                                                                       + 4.3%                                                                  '
                                        .n uantity          of Air                                                                      53 Max. variation
                                                                                       + 4.8%

b, Entraining Admixture Ti'~~~~~~ ~E 20~. Max. variation - o

  • Soundness, Autoclave -.

Expansion 0.0 h @ 07220 {.10.5% Max.- ASTM-C151-71 p-

           /.

(*gcg Specific Gravity . 2 . 4,5 j- civI1. P ^ I~ ir - y- n,ay-. 4 ASTM-C188-72 ~ ' ~ Ii L LJ

                                                                                                    --   a.rcT*               l             ~~

rieu:c C', .'". . ' MEcit. DEC 011975 gous

     . . -,,t                                                                                      ._                       '

p.

                                                                                                                              --OUA!.1YY COMTROL

_ j .- . Remarks: 1Nh m I. h'-w. Vi tah. 2' DECHT4 103 7220 j"__ h rea __L l!!) 7 L The rerainder of the results shall be repo I ' t'rd25~t3Ii:E dit is completed. C3 YES O!!O ' ~

                                                                                 *****
  • DATE** -
                    ' CC:                 2.
     .'.                                             Mr. J. F. Tiengen 1 ~'Mr. T.C. Coote
   -y                                    2. Mr. B. Waters                                                                                          [fM I
                                                                                                                                                    //5/I Pac 2                             ,
                                                                                                       ' t'49 M hq                                                      \ _./

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                                      .zy%:' y       -

RCPORT ient: Cechtel Po,ter Corpora tion Post Office Box 2167 ( Midland, Michigan 43540 NLn.m En i 3569 e t .. o 0u..) SuNui: fiepart l'o. 77 Users Samples representing 57, 501 thru 60,000 c saq)les at 53,802 yard 3. o llove:tber 12, 1976 OJECT: Job 7720 Midland Project

                   .                   Subcontract 7220-C-208 Sal.p_1 ig Da ta Sample Identity:

Fine Agrirogate - ilubscher & Sons 3/4" and 1 1 llatch Plant 1.'ater - Jobsite Smple Ice Water - Grand Rapids Ice Ccupany Fly Ash - Mir.higan Fly Ash Sales 'to. Trailer 83 and 70 A & B Taken at 1998.64 Tons Usage Dates Sampled: August 23, 1975

       ,p.

Sampled By:

            .4                                                                                                  United States Testing Personnel Dates Tes ted:
    **J Sep ten.ber 15, 1975 thru October 14, 1975 at the Hoboken New Jersey Laboratories I.
  • Chemical Analysis an.1 Physical Testing of Fly Ash in accordance with ASTH-C613-72 c, A. Che.nical Aialysis
 , /. .;.

Sjecimen Results'

  ;.q'd:' . '                                                                                                                                                                                                                   Snec Rea.
'                                     , S i O2 + Al 02 3 + Fego3 94.4%
      ;x'. . ~                              NgG                                                                                                                                                                                 70.0.1 Min. 7
... ,.                                                                                                                                                                   1.63 c
                                         'SO
                                                                                                                                                                                                                                                                   /

3 0.73 ' 5.G2 Max. a- Moisture Content 1.4% 3.07, Max. ' Loss of Ignition 1.75 me i st Available Alkalies ' 12.0' Max. ' ,

                                       .cs lia20                                                                                                                       O.3:

T3 1.S'; nax. / ' United n Stma L ing Comp.,ny, Inc. .

                                                                                                                                                                                      / '                 .l!,               /

ny / , < > '

                                                                                                                                                                                                                       ,'-     t, , ' , s
            .m_..-.-,.....,,,........

ref f t' 4' ,. (. 4 % t.I l'e d ; f ( ".8 % 4 *

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                                                                                                                                                                                                                                              *6'#1           l'   t f .'
  . . . _ _ _ _ . _ . _ . _ . _ _ _ _ _ . _ _ . ~ _ _ _ _ - - - _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ . - . . . . . . . . . . . - - - - .

4 CUENI: beatel l'ouer Cor;esition ' . Midland, Michigan 20 Number - l ' 35690 - Report ilo. 77 e i Supplement I!o 1

                     *l " .*,. # "

Ilovember 12, lh Physical Testing I } ., Specinen Resu1ts Spec. R m Y, Fineness, Air Penmability 6682 cm2/aa3 ASIM-C204-72' i 6500 ca2/ c:a3 Min. - i ' ' Anount Retained on the 10.7% r,. 110 . 325 Sieve 20%, Max. ' ASTM-C430-71 Multiple Factor s 18.22 150.0%, Max. ' D ~Aalanic Activity Index ! ... with Port. land A Cement at 28 days 85.35 ASTM-C109-70T 85.0'; of control, Min.- i '". wi th lime at 7 Days 828 psi ASTM-C595-72 E00 psi, Min. - i j llater Requirements . 96.9" ] AS1M-C103-70T 105.0% of control, flax. '

                           .I
                   ' ^l-                             Uniformity Requirements i                                                                      Specific Surface                                                                                                                                                                  L
.a. . - 6.2%
                       '.                                                                                                                                                                                       152 Max. Variation e '

i  ; Specific Gravity 6 + 3. C ( M,. ;-. Qualit', >f Air Entraining 5 % Max. Variation ' Admixture

                       .:                                            ASTM-C187-71
                                                                                                                                                                               - 5.8%

W '. : 203 Max. Variation ' i Increase of dryinq { f*.Y y shrinlage at 23 days ! ;i:f/ ASTM-C157-69T

gj .. 0.004
0.03% Max. -

Soundness, Autoclave ! . i .," Expansion

                 ., 'J

, , ASTM-CISl-71

                    &*                                                                                                                                                       - 0.03%                                           '

A 053 Max. , Reactivity with y c.f L slag 5 ,- Cement Alkalics 4 l ". '. . Reduction of Ibrtar 55% f,/[I'f/l i expansion at 14 days -- -

               'F 1: M
                                           -                     ASTM-C441-60                                                                                                                              .

SpeCiIiC CraVity ASTM-ClGS-72 2.43 -- page ., i. gy, l, <

                                                                                                                                                                                                                             , ~ j ~1                         -
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                                       ;
  • HODOKEN, N. J.- 07030 s , ,
                                              .,                                                        .m                                                                                                                                          .
                             ,f6                                                                                               TELEFHONCr. ::01792 2400                                                                                                          .

am ii.GRsq

                     '                Qj64 ,

(v)l y{- $'[a -- REPORT Clienu . Ilochtel Power Corporation Post Office 20.x 216/ Q' llidland, Michigan 48640' NUMDER 35690 o.t .. a a .o Subicen Report flo. 77 Users Samples representing 57, 501Oct. samples at 53, 002 yards. r s, thru 21, 1975 60,00

        .oject:

i Job 7720 Midland Project .

             .c                                       Subcontract 7220-C-203
.c Samplino Data e('

i. Sample Identity:

                                                                                                      . Tine Aggregate - Hubscher & Sons 3/4" and 1-1/2 Batch Plant Water - Jobsite Sample Ice Mater - Grand Rapids Ice Coupany A & B Taken atfly Ash - Michigan Fly Ash Sales No. Trailer 1938.64 Tons Usage.
    ;.; g)                                 -
                                                . Dates Samples:

August 28, 1975 V. Sampled By: .t g ' United States Testing Ccmpany Personnel 5 QC 07220 4 Dates Tested: ' 1

        ' F, .

September 15, 1975 thru October 14, 1975 at the lioboken New Jersey 1.aboratories

                                                                                                                                                                                                                      '      \P?

I. QC7.PrccE ij b h '

              * :.                                                                                                                                                                                                                              ~-P
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                                                                                                                                                                                                                   "_ l!EC *ElV s

! 7,%.: 4,P ' OCT 281975 L 7 -'

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       $' .                                                                                                                                                      Q U A I. l T Y C NYROL                                C 'lES Q::0 DATg
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. DECliTEL JO 7220 ~

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cuern : . 1;echtel Pov.er Corparat ton th:mber , Midland, Michigan .

                                                  . 10 35690 O                                                                                6 Report flo. 77 Oct. 21,1975 i                                  .

O>t hemical Analysis and Physical Testing of Fly Ash in accordance with ASTM - C618-72 A. Chemical Analysis Specimen Results Spec. Rea. SiO2 + A1203 + Fe20 3 94.4%

70. 0:' Min.

109 1.6% - 50 0.7% 3 , S.0% Max. ioisture Content- 1.4 % 3.0% tiax. .oss of Ignition 1.7% 12.0% Max. Ivailable Alkalies '0.3% 1.5% Max. as Ha2 0 , 3. ysical- .Tes . ting

      /                    .

f Finess, air  %' . , '

.             permeability
s. g,-.

J ASTM-C204-12. ' 6682cm2 /cm3 2 3 6500 cm fem P.i n . Anount retained on the tio. 325 Sieve . ASTH-C430-71 10.7% 20.0% Max. Multiple Facter 18.2% . 150.0% liax.

,,",, Pozzolanic activity index J,with Portland "if Cement at 28 days ASTM-C109-70T                                  85.3%             85.04 of control, Min.

Ua ter Pequirements. ASTM-C109-7GT jnyg 96.9% 105.0% of control ,-;%rr,p-

        . Uniformity Requirements
          ' Specific Surface                               -6.2 Specif ' Gravity                                                     15% f.ax Variation
                                                           +3.4                    52 Max Variation                 ,

,,-' . . . i

                                                     ~2                      ,          ,   4                 m.

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                                                                                                                                                                                                                                                        ! ' u 3atch Plant
a. s r. : etNuMacR a l:

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IN/A Co m R .C T o niLoc 4 TiO N C-230-2-ll4 Rev. O_ N/A [* h[ b l

                                                                                                              .....ML.

v.,c s., q .'d. cou = C c V"* a " ""- " -9f - C_h_e% m.i_o.

                         . nsInc.
                                 .s %-    b 'idland     Fichi.cgan- - . .

P

                                                                     ~m                                          .'T c E) Jo;+,,r A Subcontractor                                                         .............o..                                   ....

1s hmi rsNG 8NhTRUCT EON S --

                                                                                                                                                                  --e._

kOJT E TO F 5E LD ENGtNCL N8NG -= - -- O aou'c to M a' ca'a'su c a visaa -a.- -

19. NO NCO N F ON MsNG C O N Q g T IO N.

S.p_ecification C-230 Rev. 6 Section 9.2.3 requires the batch plant to be certified in I

     ,_arn rdance with the standards established by the RRMCA.

The SRMCA checklist requires in section 2.1.2, " Each _Acalp_shall.,he._ accurate,yithin + 0.20_ percent of scale cayacity throunhout the range of ucc." Contrary to the 4 _2.bove ,__on_4--22--16 _dutirtg_ro_utine scale checks,_the cceent scale (6000 lb. capacity) was shock loaded causing _cJ3mtic results durinn the calibration. The Michigan Department of Agriculture "condc2tcd for repair" the above _1crin. ' Continued on Page 2 2d [ LO ussro ss T SON tC Lf} RE COMM E N D AT *ON/NO UT L TO PHO,C CT C N Gih CE H thG 21 FtLLO Da&POJ4TsON NESULTS:

       '~                                                                                                                                                                                                                                                  s nr:_arnin was_ shock loaded _and_thcIcforc_dnO!ged during_ calibration on 4-22-76.                                                                                                      Th.

_ incident _N'M witncased by n.fonhnr nf tha (htn l i ty_Contro1 ' fi e l d en g i n e e ri ng_s tn f f ind Accumented-on-the-attached-fdeld-inspect-ion-report. The-scale-did-not-d evia te-f rc ._the permissable tolann_eim_mt;11_nf ter it was ch_ock lon/.ed at_th = IP.00 W, hy3 1. W a C m , mM rnd

22. E N U r f.L C et s h (. CfbfOsaTION .a n d tr 11hrnend nn 4- % 76 nnd fnund e n,Mhla - = cm' s 23 C NGIN LEMINu DeSPO: s f fGN Re gyLT%

I Inc.3EEC_Ml_ dated 4-29-76 __ b .&%- k $f SS 0, y,A _ +.

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310ck_19__Centinued_- .. . . _ . _ _ _ ____ __ __. ,_m. _lhe scale was cent off site for repairs and tras returned and recalibrated on 4-26-76 and found to be withia _the_pe rni_ss ibic_to_l,qrcnces . The attached letter is a detailed description from Champion on he.7 darnged during the calibration on 4-22-76. "Q" lict number is 1 203 this ccale 3 Ito Hold Tags applied. W~lTfC: fsrk ^

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nlock 20;_sas_betched_ fret 4--22--7ftthrough 4-26-76. An evaluation of previous cc,cnt veishes is not reguir i, . since it_has.bcen determined _the_.ccrent._scalc.. van _dataged_during_cclibretica. 1 El8.tgy. lfA .c'E. -i 28- 7 6

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Cable Ground Fenetration ( Ell l A L H U M *:E R Cent. 62 Elev. Q3 5 at 338

9. C T A R T U P S Y ST E M N O.

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7/A iTcl Q NO Conctraction e u T*s omet t om.PE C t@*4 DATE

15. NOUTING INST R U CT f 0 N 04

{ HO UT E TO FICLD EN GIN EERING [ MOUTC TO M AT ERI AL SUPERVftOP 15 ONCO N FQQP.* LNG COhOlT 4C N r SA c_cifiera_t_i_qnJ220--C-lll_ Pay e__9_Snetha_L2a3_ctxtechari,_"the_individ.tv reneir +W .2d 1 % located with i 1" of their theoretical clevation and circumferential location." Contrary to the above, the cable .round . penetration theoretically _ located at Acicuth_338 is acturlly located at 137W0'. which ic 1 inch qst of the mcified _ _ _ . . _ . _ _ _ __ . . tolerance range. Ucnconfor ance noted durintg-outino QC myiew. "R" Lict No. 1.109 One hold tan attached. 20 [ FICLD DISPOSITION [FIC LD M E COM M E ND ATION/RO UT C TO Pr?OJCCT ENGIN EE rtING 21. F t C LD O t? OSITIO M ft ES'J L T' : Wn_ ar_is_._S.ubient__nenctnttion_is__:m_Alc_ctricpJ _grmnuLc_onnqc_t.Jom Varinnqe in 7 s penetration location does not affect the designed intent nor impoce any associated matn12Lchannem__ Dbricatinn_nannroccesb h N Y9.u 7 ~ 3 ~ 7 (- 9 Dn, e 3 u ( 2.1 C N'.i t N C E D IN G O l5 FO S IT iG f s 2 3. ENG IN EE HING DISF OStTIO N f CSULTS: Project Engineering has reviewed the actual location of the Subject Penetration Sleeve end has found it acccptable to " Uce As Ic". Variance in penetration location does not affect the design intent nor impose any associated materift1 changes. Y ~ Y .-J1 4-t ?- 7f, i fhi ra Mi%~ 'i-' 3 7 L

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V [ Plate Size: ~h" x'h" x $" 7 Reference PT Report #1$70 - Linear indication,FT rejection of base total - i i-i- s Grinnell Drawing: 1-610-h-23 submittal #3 Hanger: 6-1FCB-20-H1 QCIR: M326-$W

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                                                                                                                                                                                                      .v Ekchtel Assocc as:Piofessionfil Corporatibrh.

Inter-ofhcc Minvntnmluw ~~

    &' j.n       'To J. F. !!cugen .                                                                 o.a..

e flay 13,1976

              ' sutsm Mid ad Plant - -- Unit s .1 6. 2
                                . Jo', /220                                                                      .r,en,          P.,      L. Castleberry Air-Quenched Stainless Steel Piping                                             g,             Engineering File: 0274, 0345- w/a Copees to
                                'J.      Connolly                                                                 A              Ann Arbor tf/a
                                =L..Sokol                                                                                               .
T. VanVick te/a - ' ', ,- "-

s It' has ccme to our attention that 23 AS!1C stainless r.tcel pipe spools which have been shipped to the site kere fabricated l tacn t s. methods contrary to current revised specification require-using

,                                                   The spools are listed on-the attached draft I:CR's.
                               =Should you or the PFQCC feel an NCR(s) is appropriate to
                                                    ~

document the situat. ion and assure control of the spools, 4 Engineerint; request s that the attached drafts be used.

                               ~ Uc are actively pursuing this natter with Grinnell,n1though
_ ,'%. ue do not.as yet have a schedule for resolution.

be any. questions, please contact Ilike Rothuell. Should therc

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                                                                                                                                                  <.,D (q -Ra-L.- Castleberry t3                               ,H,, !

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Bechtel Associa as ProfessionalCorporaling p inter-cihco Uciii.';itn:ltun ' ( J-L/ ,.. To J. F. Ucwgen oaie a Itay 13,1976 *

              . sutnect .        111dland Plant - Units 16 .2                            p,hri,      P.. L. Castleberry
                  ,              Job 7220 Air' Quenched Stainless Stect Piping Engineering File:      0274, 0543 u/a                              01 copies to J. Connolly fa           Ann. Arbor w/a L. Sokol

_e T. VanVick u/a "7 '_ 7yg7

                                -lt has come to our attention that 23 ASME stainless r. teel pipe spools which have been shipped to the site ucre fabricated ments. methods contrary to current revised specification require-using The spools are listed on the attactied draf t l'CR's.

Should you or the PFQCC feel an NCR(s) is appropriate to document the situation and assure control of the spools, Engineering requests that the attached drafts be used. ,

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He are actively pursuing th'is matter with Grinnell,although

 *U                             uc do not as yet have a schedule for resolution. Should there be any questions, please contact liike Rothwell.

s - f-%- .,. ;.T((N: 0.- 7R 12r'astleberry c) dI [jQC07220 S JLH/ld , attachment

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