ML102910716
| ML102910716 | |
| Person / Time | |
|---|---|
| Site: | Crystal River  |
| Issue date: | 11/30/2009 |
| From: | Williams C Progress Energy Co |
| To: | Robert Carrion, Lake L, Naus D, George Thomas NRC/RGN-II, Oak Ridge |
| References | |
| FOIA/PA-2010-0116 | |
| Download: ML102910716 (11) | |
Text
Sengupta, Abhijit From:
Williams, Charles R. [Charles.Williams@pgnmail.com]
Sent:
Monday, November 30, 2009 2:02 PM To:
Lake, Louis; Thomas, George; nausdj@ornI.ov: Carrion, Robert
Subject:
Draft Refute 4.1 for Review 71
\\ A-Attachments:b-L,_
_FM 4pptx; Pour743RBElev240-daily concrete curing and form re 2F 4oal.pdf; Pour3624B-
"concrete curing log.pdf; Pour362RB-daily concrete curing and form removal.pdf; Pour522RBElev98-concrete curing log.pdf; Pour522RBElev98-curing and form rem6val
,I4"
,A*ecord.pdf; Pour528RBElev103-d 'y concrete curing and form removal.pdf; Pour642RB-concrete curing log.pdf; Pour642R -curing and form removal recorclpdf; Pour743R Elev240-concrete curing log.pdf V
Mr Lake and others, Attached is the refute 4.1 and attachments for your review. If you have any questions, please call me.
Charles Williams 1
P//Sý
I FM4.1, Exhibit, pg*7*of FLORIDA POWER CORPORATION J. A. JONES CONSTRUCTION COMPANY CRYSTAL RIVER UNIT NO. 3
[CONCRETE CURING LOG7 POUR NO.
POUR NAME
-7Y30
-43 aJ A
&1T PPOUR DATE E J39,4 &
"23 F L a30") Io)-cy
_.)
ý p vr-r-6z to 0-TYPE OF CURING
-As' 4)'-)*
/
3DI 3 (
DURATION OF CURING DATE CURING COMPLETE XA-4 3-0, K"e-r-v, '13 Sig nature CURING FOREMAN 3____________
QUALITY COTO
ý Date White Yellow Pink F.P.C. Quality Engr.
J.A.Jones Field Engr.
F.P.C. Structural Supv.
Form No. FPC Q-62
I I.
IFM 4.1, Exhibit 1, pg 8 of 9 PITTSBURGH TESTING LABORATORY PITTSBURGH. PA.
Rl 1
AS A OtUTU&Lt tPWTWC*.OQT TO CL.%I%,
t*
- p 111
-04* O lk0 CVVS ALL* 640IOQTS DAILY CONCRETE CURING & FORM REMOVAL RECORD REPORTED TO:
FLORIDA POWER CORP.
PROJECT:
CRYSTAL RIVER PLANT UNIT NO. 3 Ceecret. S.pplier:
West Coast Concrete, Inc.
4064 F
AmAl.Enginee:
Gilbert Assoc., Inc.
GawaIl Contractor: J. A. Jones PFwf swiP OrerN.
TA-7732 ODwe of Pour:
3-21 Location:
POUR:__ 7.43 M 1
Concrete Design Reqd.
500 PSI c 28 C.ý.s - Ty*pe of Cement nl Time of Placement: Begin 2:20 PM End
-35 PK.
Service Category:
No. Load [E Partial Load []
St uct. FLII Load M of I J
TEMPERATURE DATA -F.
Inspectar:
p A M B IE NYT AS PLACED Actual
- pec.
I
~7 F. 52 -r9 CURING PROCEDURE Continuous sprinkling and panding CURING DATA Date 1 22 1
23 1241i 25 26 27 1 25 1 29 1j9 16 55 i~i~ 69 1 65';
Requirement 7 Day--s at 50 Decrees V.'snimum Actual:
8 days. 11; hrs.
II FORM REMOVAL Q Field Cured Concrete Cylinders Requested MIN. STRENGTH MISW FIELD SIRUCY. CLASSIFICATION REOT. P.S.I.
PERIOD CYINDERU 3000 PS ALTERNATE OATS t
I P.S.I.
Sides of Footing. W:alls 50w I
i Sides of Beams. Girders, Columns 1500 3
Forms wx Flow* Slab~s 5"o~n Centering under Beams. Girders 10 Flat Slab 2 __
10 SWe. Strenth
-___ -5W0____
PSI for Removal of T-crm or Shore or Days Spec.
DweteemovedBA; of 73. not I-reoved Cjr.s S St~-rt-wed -
- Same minimuin period in clavs -___
Correlation f.--, 5'X'O P.S.. Cc--crere CQ Indicates Bulkh~ead temfoived after NA tws. C;.roflg anO cL? "q cont'nued.
E) Indicates curing conformed to Protect specifications.
I CC: 2 - JAJ Quality WOntrol
.3-P TL T:4-4L-3-4 c2 URGN r~rI~yA PTcY.
F L 0 A P 0 W E R CORPORAT4 J. A. JONES CONSTRUCTION COMPANY CRYSTAL RIVER UNIT NO. 3 ICONCRETE CURING LOG]
POUR NO.
64-z- )a
-POUR DATE 11 AC.7 Ae.1AWS.
4CCz.SS POUR NAMELŽZKCI Ai.rcm A0!5L Ato.
'z, / 2 "7 '
TYPE OF CURING a~f S
DURATION OF CURING DATE CURING COMPLETE
.L0 PAY!
a~ ~
11Z CURING FOREMAN Signature QUALITY CONTRO Date White Yellow Pink F.P.C. Quality Engr.
J.A.Jones Field Engr.
F4P.C. 1tructural Supv.
Form No. FPC Q-62
- 7.
-.--. ~'~
V
~
0, A
I PrrTTsRGH TE=STING LAifATORYdoe PUTUUUR&4. PA.
'w a w.DY,%L pUwav
?to is CLECns '6 Pust.JC 40M O....-.m we"fi AM avsnS
&11 "w Cadeftv"sAL "OfwVV C-="
"Mf
~
~
t" me oaAUCAW-0 m
VA81 COt.e.i w6Z'6-af co""
9X11-g roo TA.1m OWNnohow" is waco~
ft 1
p".
- c.
ft T DAILY CONCRETE CURING & FORM REMOVAL RECORD VEPONTED TO:
FLORIDA POWER CORP.
PMOJECT:
CRYSTAL RIVER PLANT UNIT K&.3 Cemft. Suppli.,: West Coast Cefctr.#,
iJe.
AueAgi"51:
Gilh&.
Asesoc, Jc.
4#gmei Caureggtw: J. A. Jaws ow of Pow,,L:
__-6-_7____
L Comaum" Design Reqdw.
- 00 Tim of Placement egin uvicm Categmy:
NMo.
Load 0 Pa w
f1 "1
U.-
I
'we I
ocatioa:
!dft =ft -d
&A4N -
PS. 3 2 Dys -lTYM of Csil.
r-
.At-6A%
¶,cEl N tial Load 0 swmFul I Load 0 TEWIRATURE DATA *F.
3p"v 7)- J C. AM.
10 Ast.el Sp"e.
A 11011100 AS PLACED 90 83 Mk
-IS CURING PROCEDURE Soaked Burlap Bag
- liI
- ~URINUI UMIM Date 7
9 10 12 I
owv,-l a
24 1
P 214 1
25I2La I-ApaZ
-)6 A16t4l 62r 6856 t
6 Se-cuirement 7 Davs at 50 Decrees Minimue Actual:
7-u FORM REMOVAL
[3 Field Cured Concret Cv indeo Retquested
-Soes, of Footing, V4aIs Sides of Beams. Girders. Columns I
I Form~ wiaer Fiow ii~ac-s S
Centering under Beams, Girders &
I 10 Flat Slab
- ~~~~~~5 t ______
aeni e.d asoF-37, no-t rweda" Ofts Sumartea WniCates But wead femwved atter
",lv.
kr'ing avid curing9 cantarned.
CC 2 -
JA7 0-1a4 ty Records
.3 - 7 T L S&URGN TESTING LA" TORT Raoa T. YcMlvr.
P.
- 1~- ~ULU~~77.
I r
AlITTARGH TESTING LAMORATORY
~~~~~H A
i9M W
Y U
~ a~ii a
ug ~mi~as O-A-
"a PO vso~e as u
Iagm-al soa.
y"MOI ~0meMOIS DAILY CONCRETE CURING & FORM REMOVAL RECORD MORTED TO:
FLORIDA POWER CORP.
FROECM CRYSTAL RIVER PLANY UNIT NO. )
emn so Suppli.
West Coat Cacrge. ke.
Ad.--
,W, Iagm,,
Gm. Ass.., loc.
&Do*; FCtmcto: J. A. James m ofPbw.
3-6-73 L
C2 Cmwu Design Rmqd.
5 Ti of c Placonmet: Begin SoW$CazgayV:
No. Lamd Q0 P
m*g PJ3=ufS-TWo tmm U
E.-4 1!I% PK m
1:50 M liWLaed Snim Full Lind M TIEBA1M DATA OF.
c.jE 6
Actmd AMETASPAI
- 16. Iba-mm 4
K9lMiG 'eocIwuu Soaked BU3lap haz dl*lW I*,,Ira 9 dlL 1!
I i
lUwaaw" Long D aze 17 1
5 19 10 1
A A
Zg.(Lqjrl 66 66 1 64 6
68 6
Reauitereent 7 Davs at 50 ecrees Uflmmoma ACbsl.
dam FORM aEMOVAL oFiel Curr-d Convicete Cyl infer Rqetstmd SSidms or Fwutng. "a is Sides of Semas. Gr-de Cis.
uIS IFee unw Ftaworac Ceed meingudr iarn.
If ON Sun:-
Z-C r -.
Z kul~ate BILna ais.*
af N
m a" cwuig coamut ect2 -JAJ Qmaa1ty Pamcoda
.~~
-c 3-PTL am T. rxGi1liwaJ, P. ~
T13-1 5-3-4i
.+/-~
'n'At~
7ý 7,ý FM 4.1, Exhibit 1, pg 4 of 9 PITTSBURGH TESTING LABO FTATORY E5T&64_.HWU Id~l PITTSBURGH. PA.
AS A MUTUAL PROELCTION TO CLI rMNS. 1ýL PUSLIC A^o ouRsrLVES. ALL RIEPORTS ARe SU9MIl t*E AS TI4F CONF" aNIIAL PROPERTV OF CLIF.WTS.
ANO) AUTHORIZATION FOR PUBLICATION OF :TATVMI'T5 CONCLUSIONS OR FETUACTS FROM OR NEaAR3tN4G OUR ALPOTOY 45 POLRVFD PENDING OUR WRITTEN APPROVAL Form F P-3 Report No.
Order No. TA-7732 DAILY CONCRETE CURING & FORM REMOVAL RECORD 7EPORTED TO:
FLORIDA POWER CORP.
"PROJECT:
CRYSTAL RIVER PLANT UNIT NO. 3
-."ooncrete Supplier:
West Coati Concrete, Inc.
-.Arch.Engineer:
Gilbert Assoc., Inc.
Grneral Contractor: J. A. Jones Z)ate of Pour:
7-19-72 Location:
1
=oncrete Design Reqd.
_500
-ime of Placement: Begin 9:43 A.N.
-Service Category:
No. Load [_
Partial Load []
Pour 6 522 RR PSI @ 28 Days-Type of Cement Fnd 2-15 I iTe r
Struct. Full Load K)
TEMPERATURE DATA OF.
AMBIENT AS PLACED Actual Spec.
79 - 88 59 - 67 70'F. Maximum CURING PROCEDURE Coat. sprinkling and.ondong CURING DATA Ii
__Date 7-20 7-21 7-22
.Time....
7-23 7-24 1 7-25 1 7-26 I i
I 1*
I I
I I
I I
I,
)
E*
I Amb. Temp. "F._
2
-1 I7.
7 Requirement 7 Days at 50 Degrees Minimum I
73 i
I I
ý- -
-i :
Actual.,
[U FORM REMOVAL Q Field Cured Concrete Cylinders Requested SIFICATION MIN. STRENGTH MIN.,
CYLINDER ciumpir TRUCT. CLASS REOT. P.S.I.
PERIOD NUBEbtw 3000 PSI ALTERNATE DAYS pj__
Sides of Footing, Walls 500 1
Sides of Beams, Girders, Columns 1500 3
Forms under Floor Slabs 2000 7
Centering under Beams. Girders &
2500 10 Flat Slab 2
10 I.
Spec. Strength 5000 PSI for Removal of Form or Shore or Days Spec.
Date Removed An of i
"7-26-72 not removed Days Supported
.*tame minimum period in days Correlation for 5000 P.S.I. Concrete 0,
Indiates Sutdjead removed after n/A 4.. hrs. curing and curing continued.
Indicates curing conformod, t6pro"er so e Wifications.-
1-Florio% Power Corp,,
C.; f.Benemff TTAURG T
X -o PTL - P w.r Corp j-
/
B,.G NT,,
I-PTL - Tamjo 1
HANAG
FM 4.1, Exhibit 1, pg 2 of9 PITTSBUiiH TESTING LABO FoTmRY
!ESTABLISHED
.I"I PITTSBURGH. PA.
Report No._____
AS A MUTUAL PROTECTION TO CLIENTS. THE. PUBLIC AND OURSELVES.
ALL REPORTS ARIZ SUBMIITED AS THE CONFIDENTIAL PROPERTY OF CLIENTS.
AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR XETRACTS FROM OR REGARDING 7732 A
OUR REPORTS IS RESERVED PENDIN.
OUR WRITTEN APPROVAL.
Order No. TA-DAILY CONCRETE CURING & FORM REMOVAL RECORD REPORTED TO:
FLORIDA POWER CORP.
r PROJECT:-
CRYSTAL RIVER PLANT UNIT NO. 3 i Concrete Supplier:
West Coast Concrete, Inc.
Arch-Engineer:
Gilbert Assoc., Inc.
General Contractor: J. A. Jones
.Date of Pour:
1-26-72 Location:
Pour 362 RB Concrete Design Reqd.
5000 PSI @ 28 Days-Type of Cement I
Time of Placement: Begin 1:20 P.M.---
End 4:35 P.M.
Service Category:
No. Load -
Partial Load E]
Struct. Full Load []
TEMPERATURE DATA -F.
U AMBIENT AS PLACED Actual 78-82
.64-68 Spe2 70'F. Maximum CURING PROCEDURE Cont. sprinkling and ponding CURING DATA Date 1-27 1-28 1-29 1-30 1-31 2-1 2-2 Time
_u0 i:Q0_ _1
- 00 l_
i:.0Q._Q JL0.
0._0 Amb. Temp. OF.
55 60 57 59 53 52 50 Requirement 7 Days at 50 Degrees Minimum Actual:
FORM REMOVAL O] Field Cured Concrete Cylinders Requested MIN. STRENGTH MIN.C.
FIELD CYLINDERZ STRUCT. CLASSIFICATION REOT. P.S.I.
PERIOD CYLINDER 3000 PSI ALTERNATE DAYS P.S.I.
Sides of Footing, Walls 500 1
Sides of Beams, Girders. Columns 1500 3
Forms under Floor Slabs 2000 7
Centering under Beams. Girders &
"2500 10 Flat Slab Spec. Strength 5000 PSI for Removal of Form or Shore or Days Spec.
1 Date Removed As of 2/2/72 not removed Days Supported
- Same minimum period, in days Correlation for 5000 P.S.I Concrete Indicates Bulkhead removed after______ hrs.-curing and curing continued.
Indicates curing co7romed to project specif tions.,
I-Florida Power Corp., H., C../
'HTETiNG.
2-Flor*da Power Corp., E. E.4 P*,,i/(
B,,RG
,,*i.,
LABORATORY I - PTL - Tampa:
/
./"
I -
PTL -
W. T. Hurst' I - PTL - Pgh.
P N.J.
,GILLIVRAY.
MANAGER W.
4
,,~I
-`
`
A`0::1`
-M_
I
V FM 4.1,Exhibit 1,pg 3of I
IPWII'ý 4Vi117 I vsý ARIDA POWER CORPORA#N J. A. JONES CONSTRUCTION COMPANY CRYSTAL RIVER UNIT #3 CONCRETE CURING LOG Pour No.
52&_-
Pour Date V-Pour Name o?-- c.
Typ.e of"2 o b C
i ng8' Type of Curing
~v 4.
Duration of Curing Date Curing Complete Whi*
F.P.C. Quality Engr.
Yellow J.A.Jones Field Engr.
Pink F.P.C. Structural Supv.
z2(.
2
FM 4.1, Exhibit1, pg l
FLORIDA POWER CORPORATION J. A. J ONES CONSTRLUCTION COMPANY CRYSTAL RIVER UNIT #3 CONCRETE CURING LOG s,
'., p 09u0'-
Pour No.
Pour Name Pour DateZa 1L~
Typej of Curing I
1~
I) 3' I.
z
-7%
Duration of Curing 1
1A -
Date Curing Complete F. P. C. Quality Engr.
a-F:&1
- FM 4.1, Exhibit1, pg 6of 9 PitT iC-H T~E$'-T-NG LASBORATORY
~PITTSBIJF-,GH, PA.
Report No. _____
- r r< T 7' j,
U Order No. TA-7732 DAILY Q'~ICRET" C U 111 N1G a iFUFPM RE111.4VAL R~ECORD REPORrIW TO:
FLORIDA POWER CORP.P PROjECT:
CRYSTAL RIVEIR PLANT UNIT NO. 3 Concieft Supplie~r:
West Coast Concr~tme, Inc.
Arch-Engjinver:
Gilbert As soc., Inc.
Gencerl Con tractor: J. A. Joaies Da~tŽ12-11-72
~
Pour #642 RH Coicrcto Design Riqd...
500 5
2 Days -Typc: of Cemirnet U
Y inio of Piacement:
Bet'.......
11 10 A.M-Enid 6:25 P.M._
Servicý. Catoqory:
No. Load 17]
Pa~rtial Lorid H Stric-i. Full Load F%,---
Inspector:%.
6fPT TE10PERATURif DATA
'F./
AMBIENTAsLCE.
Actual 80 AS P0LACED Spec.
~P~ŽK........7F CURING PIIOCEDURE Cont.
sp~inklz inginpnrg.
CURING DATA
.E65- -6 54
/44 5.1-1.1 Feureel7 Days aut 50O Dijcrces %finmum Act u.) :
FORM 80411OVAL L] Fieto Curtci Curicgi.tr Cylinn ilf,(.'S ptu'ster SUN.
$TIWNCY~H CYLIN~DERFIL STU T LSIIAINREOT.
P.s.5.
1 pDoIQI)
CYLINOIC)R STRUT.
A~.'l-i~lNPSI L~tuN.Ai~
AYSNUMBER Sides ()f 81I~sli, Gjrdor-s, Coolr V:X 3O r-,orji. undjer Flowr$lb&
20011 q7 sbpu'cr ýItrtvlgll 500 NI for of~L' I.4 F m or.zvll ou ;)uy Spoc.
.~
f)-c [. rwied
.2
~t~~r
~~~~~~~~~o
'1~v rli
~v Iud y.(
IrIu~uu
[ F Iroua' F6' tI Ct e;I1 t' C4.I b.
~
nmfm I
p.,
do.I I.
V