ML19329E899
| ML19329E899 | |
| Person / Time | |
|---|---|
| Site: | Midland |
| Issue date: | 07/31/1975 |
| From: | CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.) |
| To: | |
| Shared Package | |
| ML19329E895 | List: |
| References | |
| NUDOCS 8006180742 | |
| Download: ML19329E899 (27) | |
Text
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(;A1!
NONCONFORMANCE, REPORT LOG & STATUS BOOK g
Yo
'I53'3*15.*If7'-
tE E
4J.J PAGE COMPL.
- 1. PROJECT NO-7220
.c. Ena. sion
~
~
NCR ORIG.
NONCONFORMANCE STATUS
~
PREPARED BY NO.
DATE DESCRIP. TION /REMAR KS,
'nuuTE **dro
$$N
^
x closed C1,OSED BY 268 1-17 J.C.Aldridne
- -33. Bean connectors camaged',- shionent sield 1-30 7-30 R. A. lo ray 2-13
-75
.-14 1.201 E-17-79 " -75
-75 269 L-20 A.L.Boulden
- -111. Liner Plate X-Rav of reoair not ide:ld 1-29 5
4-10 A. L. Boulde
-75 tvailable 1.109 L-20-25
-75
-75 270 L-21 J.C.Aldridge
- - 3 8.
Damaned beams, nine each. shio-sield 9 ~
-76 7-30 R.A. Moray 75 nent C-15 1.201 6-21-3B 75 271 L-2'l-C.F. Clark
":-111. 1leiding procedures PI-F(A-CO,,)
Rield 1-22 4-10 5-7-7 i A.L.Boulde
-75 1 109 4-R i - Fli
-75
-75 y
272 L :C. F. Cl a rk.
C-111. Leak noted at Knuckle Plate.
F ield fin
.-22 1-29 2.Lussier y W
-75 lamination 1.109
.-21-70
-75=
-75 273
.-21 R.A. Moray Hulk flaterial, b" & 5/8" Rounit ba rs.
Field fl0 1-24 5-29 R.A. Moray J :75 7220-F-11452
. P.2-7r
-75
-75 g
Pihd' 274 F 22 J.C.Aldridae-C-33. fla t e ri a l shimed wi thout release R.A.Morayh No 1 1 -75 1.201
. - 2 7. - 7 r 75
-75 e
275 1-27 R.A. Moray M-201. M-104 A ITT-Grinnell markinn of E=ial=d 2 fg28-
[
-75 R-Rayed joints nor per l1-201 ASilE 4.192 J-f4-H 75 276 1-28 J.P.Betts
-39.
Rebars cut of do not match Dwq
%4 *J 1-29 2 2-10 L.R. Albert
-75 C-324 Rev 10.
1.103 t -fC --7:5=-75
-75
-75 277 1-29 R. A'. Mo ray L_104A-imnrnnnr n_ vin rnrn
- M g...
ilo 2 4-13 R. A. Moray
-75=
ASflE,4.104 l'-30-15 475
-75
=
278 1-29 R.A. Moray 1-104A. Improner G-3210 X-Ra_vs innenn
- 1. 5 No 2 4-8 R. A. !!a ray j
-75 er, Code Data !!ane Plate.
A SflE,4.124 1-30-3 5
- . 4 o t, :-O.x 1 - Q ' g. ej.7 279 1-30 C.F. Clark C-111. Liner Plate radius out of tol-Ei el:d 1-31 2-7-78
~
( y75 erance after concreti -
1.109 t -a t -7 &i -75 ao.m osm oc
. v
-T t
G - - - - - - - - - - - - - - - - -
J
. ) 6 oc-GF
h(~}OR NONCONFORMAl LOG & STATUS BOOK u.
'n'E
-75 9.*.T wh 7
V nT OAT g/
'v' PAGE COMPL.
- 1. PROJECT NO.
7220 a.C. ENG. SIGN 2.
3.
4 5.
STATUS
-l NCR ORIG.
NONCONFORMANCE PREPARED BY 6-NO.
DATE DESCRIPTION / REMARKS CLOSED B ncUTE
'X TD CLOSED 292 2-25 R. A. floray C-38.
Documentation not Red for weldin o M.S, flo 2-23 3-17 R. A.flo ray
-75 studs 1.101/1.201 2-26-75
-75
-75 293 2-25 R. A. Moray C-39. Rebar does not conform to anrvd
-F=i e4=f 1-3-75 4 4-11 P.. A. flo ra
-7'S drawings 1.103
'w m
-75 294 2-26 L.R. Albert C-231. Curing temp below Snec on 6th Mc=ki 1-3-75 5-16 5-19 L. R. Albert
,-75 1ay of cure, CC(593.5le 1.105 7 -g =75
-75
-75 j
1 295 3 A.
Boos
( -231. Aux. Bldo Slab niaced without Figra 3-3-7E 3-24 4 L.
R. Alb%
-75 required rebars 1.203 8-3-7f
-75
-75 3-4-75 5-15 D.C.Thonpk 296 3-4 A.
Boos C-231. Ainx Rdin wall rn i c c i n n nnn har F'i cl d
!!o
- 7' 5 1.203 3-4-75
-75 297 3-5 R. A. fioray f1-104 A.
Tuo spools with same number f=iti:d 3=13=
4-10
-75 ASilE 4.134 f -4R-96 75
-75 298 3-10 A. Boos
( -231. Aux Bldn Walls robar innn+he 7:j n:l d 3 3-24 3-24 L.R. Albert
-75
~ 1.203 6 75 75
-75
-75 vary from requirements 299 3-13 R. A.flo ray c-13. rin c nnn n t a r i n n nn
^<T"
^_v5 ti. S.
11 0 4=1=75 4-7 R. A. Mora
-75 B ol t s / flu t s 1.101/1.201 J-16-7f
-75 4-21 300 3-26 R.
L.
Bowren r_7n. n a n a n n et nnnn "nnn "aceipt intacci Fiele 4-10 7-17 R. A.!1o ray i
-75
-75 tion.
1.201 H-26-Ff
-75
-75 301 4-2 R. A. 11o ray C-38. Damaned Beams.Shinment C-21 Edeld 4-10 b21 7-30 R.A. Moray {
-75
,5
-75 1.201 i $5
-75 302 4 R. A.ito ray C-33. Damaced Beam. Shinment C-23
- F i:el:d-4-10 4-21 7-
"^Y
-75
~
s.-4=75
-75 303 4-7 R.
A. Moray i t1 nan snnn1 rns shnnt nnt rn n 4 n e n 4,7 jf
-75 aoproved.
ASilE 4.134
.-.J n_
_ n
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SAo.103 09/74 oC Pane'28 n, u O
o
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NONCONFORMAN 6 '] ORT LOG & STATUS BOOK u.
\\ m/
d REPORT DATE ' ?"7 7 '~ 7 W "**
PACE COMPL.
- 1. PROJECT NO, 7990
.. En.Smn 2.
3.
4 5
OATE PREPARED BY NONCONFORMANCE STATUS DESCRIPTION / REMARKS G.
- 7. DATE
- 8. DATE
- 9. DATE 10.
CLOSED aY ROUTE XMTD RETD CLOSED 304 4-7 R. A. Mo ray 1-104A. Spool marliinq differs from M.S.
'lo 4-11 5-12 R. A. Mora
-75 reader sheet markings ASME 4.114 4-3-75
-75
-75 305 4 R. L. Bowren IPGh.StoraneonSteanGenerator
' Field
-75 1E-51A.
A'S!!E '
4.021 1-9-75 306 4 h.R. Albert
- -231. Concreto tomnoraturn. A(r,01)n'
~jg]g 4 -75
-75
~
5-1C 5-19 L.R. Albert
-75
-1.205 4-9-76
-75 307 4 R. A. Moray M-204. Fittinos.F-19577. AEO-328. tia rl i ng M.S. 'IO 4"18
-75 and Documentation.
< 7E
-75 D
5 2
Po A.'Morad 308 4-17 R. A. Moray M-104A-n n a rin n shnne har incnrrnet snnn-g,S,
-75 numbers. -
ASME4.114 4-21-7 5
.j-309 4-23 L.
R. Albert C -230. Batch Plant nualification nast si:ehd 5 7 7-8 J.P.Connoll
.-75 due.
1.105,1.205
"- 9 3-M 75 75
-75 l
319 4 7$"
R. A. Moray
- -3?. Damaned Beam. Shinnent C-?^
sield 5-1-75 7-30 R. A.Mo ray
?
5-16
-70
-75 l
1.201 6 -gg-pg 311 4-30 R. A. Moray-C 10. Roann s h i n n nei. nnt nn chinninn M.S.
Il 5 5-12 R.
A.. Moray
~
-75 List 1.201 3-1-75 75
-75 312 4-30 R. A. Moray F-39 Da ma n n el Rnans. Shinnnnt C 9 8; Gi:chd 5 5-27
-75 1.201
- - L-3 5
-75
-75 313 5-2-7 ; J.M. Miller i:-33.
Beam material tensile'strenoth U
1 ie%d.
5-2.
5-27 5-29 L.R. Albert o ver ASTM A-36 limit 1.201
- i 75 75 =
-75
-75 314 5-29 R.A.Horay C -38. Beams, Shinment C-27 without Field flo 6 16 6-17 R.A. Moray
-75 ucinht or orientation marking 1.201 4-30-70
-75
-75 315 5-29' R.A. Moray C-33. Damaced Deams, Shionent C 96 J4ea-J. 03-M 6 l
-75 1.201
!---3fb -7 f,
-75
,{
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_ _ _ _ _ _ _ _j
' ^ ' ' " " ' c Page 29
- 11. PA' QC-G
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/
NONCONFORMANL, -
R T LOG a STATUS BOOK u.
gj PAGE COMPL.
- 1. PROJECT NO-7220
.C. ENG. SIGN
~
NCR ORIG.
NONCONFORMANCE STATUS PREPARED BY NO.
DATE DESCRIPTION / REMARKS
- EdTo
' nND s.
^
nouTE CLOSED CLOSED BY
'?
7 4".7;
')-24 7:
3' P C o u nt b L L
- f. y.
31C G-30 L. R. Albert
- -211. Structural Backfill fla t ' l not i ci d -
. l
-75
)f Gradation.
1.004 4-30-7 ;
7 7E 7 JbJ.P.Conno11 317 6-30 it. Shawl C-38. Damaged Beam, Shipment C-26 II 7 -5 4 eld 1.201 7-l'-75 318 7.10 R. A. Meray
!1-704. Sandvik nA Mannn1 nnt annrnvad
-75 hSME
%"t d
7-15 F
~7 3-75 7-24. g_1 319 7-17 R.A. Moray C-38. Beams made from wrono size matl E-i.e-1.d
-75
-75 1.201 C-29 7 =17=75 75 320 3-1-7f R.A. Moray 11-114 Excess Mat'l not shon insnnctod: Field no G-3210..
4.134 ASME 321 3 L.R. Albert
- - 2 39. Concrete Temnerature rield
.-75 C(622.25)a'
,1.105 322 3 LR Albert
- -230. Concreto Air Content rield
-75 C(622.25)a' 1.105 9
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- 11. par
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4 NONCONFbRMANCE REPORT
' "^ * ' ' 2 GMOT No.
bV.
- 7. PAOJ ECT N #.
I 6 I TE 25 DISPSS4T83 N Ch N,0 LN C
_ Spec. 7220-0-38 5
7220 A Yd i1/17/76 "-"7"'"'"=,~*",~
- 3. ITE M CSCMaPT40N S. STEM LOC ATION 0 TED ev DATE
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._ Aux. Structual Steel QC_Ilo_1_d Area
- 7/Au -
l'l 7~70 ~#)
[(Wf 3' -/ 3 #7--I e
- 4. bE R 4 4 6 N UM isE R
CELACEMENT PAR T H 3
R E V.
- CT*
'4='*8*
- ft I
'tw' n.,n 9 t.y
_ Beam No. 213E5C N/A
/
iA I
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- s. PuRCu ace OnDE NO.
g QLty 2 -/ $ ~75__,
... O C riEi.o N sPE CTiO N Pi. A N NO.
y... R E P A CEM E N T sER. A c. NO.
_L22.0-C-38.-Ac c-38-R-26 Rev. 1 NLA (j " '*" ~ ~ ' ~y
< +y",T o r '
.. CO,n R A CTO R, OC AT.O N
...A.ME o yE.
n.wuRCE Ingalls Iron Works, Verona, Pa.
.'T E M @ NO Vendor
.a. HOuTING SNGT RUCTIONS.
NouTE TO FIELD ENG8MEER6NG Q ROUTE TO M ATERIAL 5uPERVa50R
... NO ~CO N r D R M.Na Co Non,0N.
Beam No. 213B50 has end connections bent and the connecting welds are cracked.
Nonconformece r.oted durine receipt inspectionditipment // C-Jh.
"Q" Ro. is LJ01.
One tan annlied.
M
~
23 F4C LD DISPO5tT40N P EIELD RCCOMMENDATION/ ROUTE TO PROJCCT ENGsNEERING II. Pt"LD OISPOSiTsON H ESULTS Danaded strue heam shall be repaired in accordance with-th'e ions of AISC
'/
/ / A 'b> 5.,/ i ' <.-
i Specifications, page 5-507aragraph 1. 23.1_and -p:rf;/c 6-11, and AWS Dl.1 paragraphs E' 7.' *) - /*d/.
- 1. ' 'r. /
/
/
3.7.2.4, 3.7.3, 3.7.4, 3.7.5,_.and-Y36NJ. repair.uork to be done and docu-
/ M' '
nented in accordancedfield procedure for faDrtionand repair of structural
, stee d I 6, Rev. 0 (Expected implementation date - Febb10.15) [?, [l..yy. - : /1 s. :..;,7;
"EnE[5"'E$((g' EOnc"urs to the repair of the damaged structural beam in acco'rdance with the provisions of AISC Specification Paragraph 1.23.1 page,5-50 and page 6-11 (see correction in block 20), AUS Dl.1, Paragraphs 3.7.s7M', 3.7.3 and 3.7.6 and Bechtel welding procedure PlALH (Structural).. A.L. Desai d e,,.
,O sk/r %/w
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- 28. R EJECTED M ATERI A L. Ol5 POSITION M M Twem 78. warp.e
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NONCONFORMANCE REPORT
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_. Spec _722,0-0-38
'6 0]_220
- n go 11/21/75 " ~ " ( ~
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- 3. ITc M oESCR 6 Tion
- 0. ITcM LOC ATIoM
[
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_ Aux _St met _uxalSteel QC Hold Area h
t-/, !/ 2J 25'.I')@ (
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- s. svanru, sysTcM No.
E,[ACEMENT, ANT I' RE V.
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.u.
uncNase o io. oc'r.cLo.NsrecTioM eq N No.
i.a c sMc NT sc.e,as. No.
_2220-C--38..n.AC_
C-18-R.-21]Rev. O.
N/A
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iT c M CD No Vendor m
3 8. H OUTING INSTRUCT 4 N s.
Q RouTc To riELo ENGINEEl#1NG Q RouTc To M A T ERi A s. su,cR V esoM it. NoNCoNFoNMaNG CoNo0TIoNs The._he..lmL11sted beamo were damagei_upo_n receipt at jobsite.
Beam numbers 305B12Dl 3c5B16D, e
108B2DI109Ehp.( 317B1D. 322B9D_and_.32_3B8D have__. bent angles and cracked welds.
Beam number 30kB11D has bent angles
/
V 3
and cracked welds one end also a bent and cracked webb on the oppo' site end.
Beam number 311B5D 'has a warped Range _an@n.c_h of_ sweep _i_n the length of the beam, Nonconformance noted during receipt inspection.
"O" No. is 1.201.
Shipment C-15.
9_Eold_'Paga_Applica
.h
~
p(e ci.o oiscos. Tion m,.ci.o accoMMcNo Tion,nouTc To,no,ecT cNG.Nern.No ao.
a. r.ci.o o.s,os Tion assuLTs ral beams 305B12D, 305n16D, 308B20, 309B4D, 317B1D, 32 9D,-3231i8[ $;j ;,, s //s ) $/, 3 /f U
A/ f 2.f 4# '-
2 and 304B11D will Td-in_accordance with thejpidons of AISC specificatior. C', c,.h 'I,.,h 7-/7 ;f $ d 7. n / '/4 para <tranh 1.23.1, pane 5-50 and iaragra phs 3.7.2.4, 3.7.3,
,f s.t:'D[*'..,
._,W,;.e'.y.r{/:.Lil?n:./e///F 11 repair vorh to be done willEE~ documen_ted in accordancc..f gif '-
3.7.4, 3.7.5 and_
4 T- /7 f.
y.ia-edure FIC-6, Rev. O, " Instructions for Fic1d FabricatiD.irruct-up 1.4,..,3//': f" Y N '/., ). ii.,
..v...
aa. E NGaN c cH.NG otsposs T.oM
({Qg'(, QQ fagg 2) 2 3. ENGaNCcRING oiscoS6TaoM RCsuLTs
[*[
c Engineering concurs with the repairs of damaged structural beams in accordance with the provisions of AISC Specification Paragraph 1.23.1 page 5-50 and page 6-11 (see correct _fon in block #20)
AWS D1.1. paragraphs 3.7.2.4, 3.7.3 and 3.7.6 Bechtel welding procedure _ P1 ALH (structural)
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Pink Copy
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NONCONFORMANCE REPORT (CONT'D) s.uc 2,, 2
,,,,c:3,[,..# 2.7 d
~
,q (Block 20 con't.)
Steel."
Expecte h date - February 24, 1975.
Damaged structural beam '111 R"Lwi-it tra f5c'EuEcd to the vendor for repair.
Expected implementatinn mRE;--Fetnmary l, 1975.
Cz&_
. Xcf m. /A//7r
./
, ; i
.f-BJ.QCL2.Q_P21TSED TO READ: ' -
Damaged structural beams.305B12D, 305B16D, 308B2D, 309B4D, 317BlD, 322B9D, '323B8D, and 304BilD will be repaired 6.t/ IVD in accordance with the provisions of AISC specification paranraph 1.2y3.1, pane 5-50 and pane _6-l'I AMS Dl.l.
l n3_ragrap.hs 3.7.2.4, 3_,J_.lm nd 3.7.6 and Bec.Jtt_el WeMinn procedure PlALl! (St_ryuctun.1)_,_All_r.ep. air work to be datu a
will be documented in accordance with field procedure FIC-6, Rev. O, " Instructions for Field Fabrication of Structural Steel."
Expected implementation date - February 24. 1975.
Damaged structural beam 311BSD uill be returned to the vendor for repair.
Expected implementation date - RHKEffEXEy February 7. 1975.
(Nm 0 bw 2/9 /7s f
~
B_lo c k._2D_ Continued._(Eleid_Dispo.sition) ?
Material __ listed in Block 19 with noted discrepancies is reie cted and shal_1_he_r.e_t_unqLt.o__y_Andar..
(A VL 7,4.,,/7.5'
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NONCONFORMANCE REPORT t_.
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gnourc to recto sucmecama O acurc To =^Teasai. surcavisoa se. noncouronumc conoirios.
One Ol end plata: Pnrr Mo. C-10'iV dnnnged.
Tinnn go ennnicec nf_n rinat in thn pinte cau:ing the nnd pinee_to_ pull nuay from the_bonn tha vn o t._sida nf the fillet _ucld.-Damage _. evident.1-an
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Nonconformance note 1Ldur.fng receipt inspectinn.
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icuo necomucuo.rioufnouTc ro cuo,ccr cuamcenma ai.,ici.o o.s,os viou ocsuuTs, The denated_ensLpJnic of structural _ beam 417B2E will be repaired in accordance with bnur c'// 2((#4, /..[T./[,-)n7,)
_t_he provinigs of ATSC Spec _.,_naranraph 1.23.1 pane 5-50 and page 6-11; At1S pgDk pl,_ S/ M S 9./l [ 9 4 W paranraphs 3.7.2.4, 3XX3 3.7.3, and 3.7.6 and Bechtel Welding Procedure P1-ALh
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(Structural).
All repair work chall be docunented in accordance with Field Procedure FIC-6, Rev. O, " Instructions for Field Fabrication of Structural Stool."
2 2. citG3N c L H 4NG o4EPoseTION f
g Expected impicmentation date May 9,1975. b'Is,i*/["' '" " * * * " ' ' " " ""
Ennineerinn concurs to the repair of the damaned end plete of structural beam in accordance with the provisions of AISC Specification paragraph 1.23.1 page 5-50 and page 6-11; AWS D1.1 paragraphs 3.7.2.4, 3.7.3 and 3.7.6, and Bechtel welding pro-cedure Pl-ALh(Structural).
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- 13. CO UT4NG ONST N UCT sO N E.
QrtOUTE TO F8 ELD ENGINEERING Q RCUTC TO MATCHIAL SUPEHv850H 4;.
s NCONFoH MireG Co NDITION s The follpo.1LiDJj threc Q)_lmams were fmitid._t.o have bent _ annlos and cracked ucids uoon roccInt inspection:
402 B4h E'
414 B3 506 B9F' 1_1[nid_t.ags_ npp.11cd.
"O" No. is 1.201.
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[ F4CLD G15PO5tYsON N FIELD HCCOMMENDATIONiROUTC 70 PHOJCCT EhGINCCHING 29.
- 21. PIELD 085POSaT60N R E SULTS:
Lar an_c.d str_tiqtMrJ11_lmans 402PdR, 414n3C and 506B9F will be repaired in accordance
,We 'X'ld'/ *. bs. !Y /bd e 7/f6 with the provisions of AISC Spec. paranraph 1.23.1. panc 5-50 and pare 6-11: AUS SM 7N P W M.M 9 9.,2 V Dl,l'paranraphs 3.7.2.4. 3.7.3, and 3.7.6 and Bechtel UcidinJ procedure Pl-ALh
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(Structural). All repair work shall be documented in accordance wit.h Field Procedurc /dr.),..).Jdnf..,Mrf, f..i.)y'<./;
.p FIC-6, Rev. O, " Instructions for Field Fabrication of Structural Stocl."
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O 2 2. CN G.N u....No ois o sit. "
Expected Implementation Date May 9, 1975.'
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Engineering concurs to the repair of the damaned structural beams in accordance vich the provisions of AISC Specification paragraph 1.23.1 page 5-50 and page 6-11;
' At.'S Dl.1 paragraphs 3.7.2.4, 3.7.3 and 3.7.6, and Bechtel welding procedure P1-ALh (Structural).
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- 9. ST ARTUP SVGTEM NO.
3. adPLACEMENT PART N
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Pa.arcT 's
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- 30. QC FsCLD INSPECTION PLAN NO.
- 4. RCPLACEMENT SERIAL NO.
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iTcM CI No Vendor is. Rout c INSTRUCT QNs../.,
g)RO'uTe TO FiCLO enc NEERiNo d RouTC TO M ATcRiAs. supervisor is. NSNCONrORuiNo CONoiTiON Beam 410 B4E was found to have a bent ancle and cracked weld unna receipt insp_ce t io n.
"O" No, is 1.201.
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[ F4CLQ 04SPOSIT80N FIELO RECOMMEND ATION/ ROUTE TO PRO #ECT ENGINECRONG II. FIELO D8SPOSITION RCSULTS:
22.
U naced structural beam 410B4E will be repaired in accordance with the provisions of AISC
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Sr.ccification paragraph 1.23.1, page 5-50 and page 6-11; AUS Dl.1 paragraphs 3.7.2.4, 3.7.1, //f,,,)p, '//7.'Jf S/'/ up-/d and 3.7.6, and Bechtel Uciding Procedure Pl-ALh (Structural).
All repair work shall bc
(.5,gM docunented in accordance with Field Procedure FIC-6, Rev. O, " Instructions for Field Fabrication of Structural Steel."
Expected Implementation Date May 9, 1975.
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- 22. ENGIN EE RING DISPOS 4760N g
7
- 23. CNGIN CERING v4SPOSITION R C5uLTS:
Engineering concurs to the repair of the damaged structural beam in accordance with the provisions of AISC Specification paragraph 1.23.1 ytge 5-50 and page 6'11; AWS D1.1 paragraphe 3.7.2.4, 3.7.3 and 3.7.6, and Bechtel welding procedurc Pl-ALh (Structural).
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iT c M to No Subcontractor 8 4. RouTeNG SN$1 RUCTIONS:
ROUTC TO FICLD ENO NCCf44NG O aou's To Marea'ai suecavisoa St. NONCONP OHMiNG cONDirsON:
Section 9.2.3 of Spec. C-230 Rev. 5 states in part that the contractor. prior to turninn over the plant to the subcoatractor shall ha_v_e the plant certified in accordance with standards established by the NRMCA...., it further states that the subcontractor shall have this certification repeated approximately overy 25,000 CU. Yds. of concrete produced or every six months whichever occurs first.
Contrary to the above, tests dg.monstrating capa_bility of the mixer to produce uniform concrete in accordance with criteria (1) and (2) of paranraph 3.1.1 of NRMCA " Certification of Ready Mixed Concrete Production Facilities" have not been made (Cont $
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- 8cLO RECOMMcND ATiONfROUTE TO PHO *CCT ENGINEER &NC
$ 9. FIEi.O Ds5 POSIT 80N f.ESULTE; On Ap_ril 23. 1975 eight cubic yards of concrete were weighed and mixed in accordance to the methods regulary/ds' ployed in the operation of the batch plant. A slump test and a coarse aggrenate content was taken.from the front and rear halves of the batch in accordance with NRMCA checklist, section 3.1 and the U.S.B.R. Concrete Manual, Designation 26, and ASTM C-94.
(See Sheet 2) 2 2. E NG4N CC HIN G 0 4 $1*0 5 4 r eO N Bagd_yponsaltjalion of the test results niven in Block 20
" ' ' " ' ' ' ' " ' ' ' " ' ' ' ' ~ " " " ' ' '
Engineering _ agrees that the mixer has met the requirements of section 3.1.1 FIP b-230 2 hO (mixer uniformity tests) of the referenced NRMCA criteria.
Subj ect to field pc,ng=.gg Acc i:7 pig,,=_.
evaluation of the remaining items on the NRMCA checklist'hEny,ind91ng concurs with 2/&'# <-
Field recommendation to use as is.,f'ggd 4.-,.r -y
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.d/ A. Mora 04/25/73 -- p " p g --
- 3. sTCM OCSCRIPTION
- 8. ITCM LOC ATsO N
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_,,,Ingalls Iron Works Verona, Pa._
IT E M _ _ D_ _N O _ _,___V_cndor 3 0. NOuf tNG INSTRUCTaON S.
] route TO FIELD ENGINEERING Q ROUTE TO M ATERBAL SUPERVISOR
- 19. NONCONF OR MING CONOsTsONa E
ham 40231_.nas found_ to hayJL.a_b_ent; Dug.le and cracked weld upon receipt inspection.
"Q" No. is 1.201.
One Hold. Tag applied.
Q FIE LD De&POSITtON ICLD RECOMMENDATsON/ route TO PROJECT ENGINEER 4NG 2 8. PIE LD OISPO$sTaON RESULTs 20.
E Th ra ged_s t ru c.t u r.a l_b.c a m_!t02RI vim _he lepaired in accordance with the provisions
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f graphs 3.7.2.4, 3.7.3, and 3.7.6, and Bechtel Welding Procedure Pl-ALh (Structural)
/
All repair work shall'bc documented in accordance with Field Procedure FIC-6, Rev. O. " Instructions for Field Fabrication of (Sce Sheet 2) aa. E NGsN E E e ING DiSPC sit.ON
- * ' " ' ' " ' ' " ' " ' ' 5
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""'5"52 Engineering concurs to the repair of the damaged structural beam in accordance with the provisions of AISC specification paragraph 1.23.1 page 5-50 and page 6-11; AWS-Dl.1 paragraphs 3.7.2.4, 3.7.3, and 3.7.6, and Bechtel velding pro-ced.ure PlALH (Str ctural)
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- 3. C H AwareGsP Af4 T NO.
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- 7. PHGJCCT NO.
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'DATE 2b. Dl5POCITelte C6NCuf.f4LhC E
.__S.nec. Tt2 ')-C-211
!2 07220 i'..~b.11bcrt
!6/30/73 8
3 DATE
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- 4. SEH 4 A L Pe UMOC ft
- 9. STA RTUP S YSTCM NO.
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Ilt. Pleasant, Michigan " ^c,5 " ", O ves
" 50uace Iluhuher & Son Inc. P.O. Box 411 g
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'CINO Supnlier 8 4. RO UT6MG INSTfluCTaON S.
ItOUTE TO F4CLO ENGIF4CE RANG
] TROUTC TO M ATCRSAL SUPCRVISOR
- 13. reOr+COs4FO H MehG CONDIT40N s Section 5.1.1 of Spec. 7220-C-211-2 states in nart that the grain size gradation shall have a maxiun un of 607 nossin't the #40 sieve.
Contrary to the above gradation test performed on 06/26/75 in accordance
~
ri_C.b Section S.6.2 of Spec. 7220-C-211 Rev. 2 indicated che material had 62% passine, the #40 sieve.
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20 Q FaCLD QtSPo$4 TION QFIELD R ECOMME N D ATaON/F40UTC TO PHO JECT CNGl'N EEftl peg 3 8. F4ELO. OSeTION RESULT 5:
reco:=cnds "uce.-as_is".
Tuo I21 r.ctc.sts-.vern_taken p_n l.pitds dclivered
_ni t er__r.c c.c int _oI_t h e rnter_ta l_r_..p_r e s e n t e d b y the failian test, nesults_ucre c
55% and 59% passing the #40 screen.
Structural backfill sand has been delivered during 1974 and 1975.
A total of 61 gradation tests have been taken on material Iccrnted.
(co:ITINUEn O!! S!!EET 2) 22 EN G I N E E H f N G O ICPO t.aT IC'*
2 3. ENGIN EERING OILPOSsTION RELULTS:
... Based upon the nast history of this mater a.l u n u. the acceptable results of recoct W ag.ineerine conci h mit.iw the Field Recommen<lation-to the ti.7n uue_..as is.
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NONCONFORMANCE REPORT 4
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- 3 07220 Moray i 7/10 / 75 j"'"-
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_b.) 7220-F-10383 N/A N/A
- 2. cO N T R a c T O a,c0 c.T.0,.
...gu g) ycs i,. Ouucc Sandvik Steel Inc./Clarks Summit _,i Pa.
.T e u O
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_ Vendor 0 6. Ro uis,.G sN $7NUCTION54 QROUT C TO F aCLO ENGeN CERf NG C ROUTE TO i-4 A T E RS A4. SUPCR V esO R
- 19. NONCON FO RMeNG CONOaf so,42 Spqcificacion 7220-M-204 and Purchase Order 7220-F-10576 and 7220-F-10383 require vendor to n
furnish material in accordance with Spec. 7220-G-23 Rev. 4 and use form G-321-D to transmit documentation.
Spec.
7220-G-23 requires the vendor to have a Quality Assurance Program and form G-321-D requires vendor to submit a Quality Assurance Manual.
Spec. 7220-G-23 Appendix I states in part, "Bechtel will evaluate the description of the Quality Assurance Program to determine its acceptability.
An acceptable Quality Assurance Program is a mandatory
_ requirement for niacing an order".
Contrary to the above an accepted Quality Assurance Manual is not available ao.
O ritLO Oispos.T.ON gritLO uscOuucNOateON/nOuis TO enOJCc7 CNG4NECH4 G 2 0. FlELO Os5POSITaON MChubTs ConCinuch
.__P_tevjous_r_cylev and audil;_of Sandvik Steel Inc_.[Clarks Summit, Pa. for_ app _roval
_and._gualiff.catigp _ to the apar_ov__ed ASME materials and manufac turers list was considered sufficient for QA approval.
Subsequent interpretation of Spec. 7220-G-23. Rev. 4 has required additional evalua' tion.
A "centrolled co y" of Sandvik's OA'has been transmitted for revieu by Proiect Ennineerinn. [_,- N/zac 7.-/f~'7 I
,2. ENG#N C E R 6NG O SPO44 TaON a 3. ENG4N CE R 4NG Os5F05stsON mE5ub.T5 l
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NONCONFORMATJCE REPORT (CONT'D)
.. ea c e_3_o rk ie. aca a a.. 318
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nicck_20_C:n tinued-i
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Auxiliary Building fuel pool leak chase system between approximately Elev. 606' and Elev. 614' to be stored in place ' based upon the following:
The_p_ining is to be nounted by means so that _it can easily be removed,_if necessa_ry.
a.
b.
S.up.p_ lier documentation is on site stating that the material is in comp _1_ian_ge with the requtt.cAcnts of the procurement documents.
c.
Storage in place is required to allow related construction activities to continue on schedule.
_ Con _crefe__embedment._gf._the su_bjec_t A ginn is on hold until this NCR_is re' solved.
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- 6 07220 A. Moray 7/17/75 y.
- 3. lTEM OC5CR &PT10N
-420B4h
- a. ITEM LOCATION pCo av h~ATC3 7'E
'o Auv. Ridg. Beams 427BlE&
.a Rann Pd. Lagdoun f4 4 -
- 4. $ C H S A L f4 W M O L R
- 9. ET ARTuP 5VsTCM NO.
1)l 4[PLACCMENT PART!4.
R C V.
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- 10. OC FaCLO INSPCCTION PLAN NO.
IC, R EPLACEM ENT SCRIAL NO.
._3220-C A c C _38-11-51__Eqv. O N/A
- 6. CO N T R A C TOR / LOC A TIO N ll.AEMC O vacs ir.Souacc InEalls Iron Works Co./Veron.at Pa.
' CXNO Vendor
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O novTc To =^Tcai^'surcav'5oa
"'" " "' " " ' " ' " '" "' Aux. Bldg.
Beams 420B4E and 427BlE as shown on appraved Vendor Drawings 7220-C-38-222-2 and 7220-C-38-226-2 were to be fabricated from U30 X 99 lb. beams.
Contrary to the above, beams were made frc=
U30 X 108 lb beams.
"0" No. 1p 1.201.
Nonconformance noted d'uring receipt inspection.
Shipment No. C-29.
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O FIELD DB5 POSITION
@PICLD RCCOMMEND ATION/ROUTC TO PROJCCT CNGINCCR4NG tl. PICLO DISPOS 47 SON RC$ULTS:
Use "as fs".
Bnnk 31 drauinn 72_20-228(0). Rev. 1 spfqpifies that beams 420B4E and
- t. 2 7E1E should be fabricated as U30x108.
Recommend Project Engineering contact Innalls Iron Works and obtain corrected copics of vendor dugs. 7220-C-38-222,.
7290-c '18-226. nnd 7220-C-38-107.
The last dr.auinn ir an crection drawinn.
Ct72w 7/*24/75
- 33. ENG4N CE RING D15PO 54 TION
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G. Richardson
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( l' 11 QC and Maintenance file's D. Martin
- QCNM SF/ PSP #11, Rev. O Ficid Proc. FPG-3 Rev. 2 PSP fil, para. 2.2 "A storage and storage maintenance package is prepared by the MSE on permanent plant equipment in accordance with the storage and storage maintenance procedure."
The s torage... package consis ts of Form FPG-3, F-1.......
Titld Proc. FPG-3 "The MSE is responsibic.... for indicating established re-para. 3.0 quirements on associated forms."
para. 5.1'
"'fhe HSE enters storage requirements on Form FPG-3, F-1".
C:ntrary to the above no FPG-3, F-1 Form has been prepared for materials purchased to Spacification 7220-C-2.
This material includes trumpet assemblics and sem. rigid ch5athing.
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1.
.Pr: pare.. a. F-1 Form for the above item and assure present storage is adequate.
2.
Review existing F-1 Forms to assure the above condition does not occur elsewhere.
...,m.............
t 36/20/75 Project Superintendent
. m
.,2...s D Farm F-1 has been prepared for subject material.
- 2) In addition, a material storage review n b=n performed to find similar omissions.
Review and corrections, as requir*cd, have been empleted. The MSE will perform continual reviews in the future to help prevent similar liccions.
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Issue Dale June 12. 19 '/ 's CSKceley SHitowell
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llWSlager UEKessler (2)
CQHills TCCooke CCrisurur3 FDYief File Title Kcn's on N 5 eel no-
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JMilandin Control C/
UFHolub Iionconformance C,
GL, Richardson Report I!o OF-50 This ronconfod M-7E$pYis Issued 'Ib:
Prepared By d<,.c;)28SWDate C-12n Approved By Tb[2% 4/ Date (AN s
WrittenRep[ Request [ByDate 7--11 Bechtcl rj t
eld Quality Control-Engineer Corrective Action Requested By Date 7-12 who is resnonsible for corrective action.
Nonconfomance Description and Supporting Details: SpecificationC-23bRev.5section 12.2.3a states " Chemical and physical tests will be performed by the Contractor on pozzolans during the work as specified in ASTM C311-68, ASTM C618-72, and Technical Specifications 7220-C-208".
ASTM C618-72 section 5 states in part, determine the property in 5.1.11 " Uniformity Requirements (Quantity of Air--Entraining Admixture)"
for every 100 tons of fly ash.
Contrary to this requirement, " Uniformity Require-ments (Quantity of Air-Entraining Admixture) has not been determined for any fly ash " User Tests".
l Yes O ~no O See Procedure 9 (For Nuclear Pro 3ects only)
AEC Reportable O)
Stop Work Recessary Yes No @ See Procedure 16 - Stop Work No i' w.
Recorsended Corrective Action:
(a) Receive an Engineering evaluation of the accepta=
(
bility of the fly ash received and used wi:hout the required tests above being run.
(b) Take corrective action to preclude repetition.
The written reply to this item is requested with the Engineering evaluation.
1Corrective Action Taken:
j (a) Field Engineering has evaluated the fly ash in question and detertined the fly I
ash acceptable.
Project Engineering concurs with Field Engineering.
(b)
U.S. Testing has been inforced c.f this test deficiency.
U.S. Testing will be running this test when the User's Test is run.
t 1
Verification of Corrective Action Required Yes @. No IEethod of Verification: Reviewed Bechtel Field Engineering's evaluation of the fly j
ash in question, letter 0-970 to J. P. Connglly from T. C. Valenzano.
Reviewed Bech Project Engineering's concurrence of Field Engineering's evaluation, letter BEBC-827 to J. F. Newgen from R. L. Castleberry.
Reviewed documentation of telephone convers tion between Quality Control and Proj ect Engineering, dated July. 29, 1975.
Also reviewed letter FQCL-048 to CPCo QA..from Bechtel QC.
bonconfomance Closure Confirced By b;M2.6 bW n
(
')
- Date 4.d'a Z-1. i9 1.5~
- The reason for late closure was a two wee'k extension in the requested closure date <
TO 00"codoletch#Yt2_"M"ol" o he"kyC@NE8rs Power QA Services.
E (j,
a page 1 of1
.