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 \ A- 71 Attachments:b-L,_ 4pptx; 4
_FM Pour743RBElev240-daily concrete curing and form re 2F oal.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. -7Y30 -43 PPOUR DATEE J39,4 & "23 aJ A
POUR NAME &1T F L a30") Io)-cy
- _.) ý _
- p vr-r-6z to 0-TYPE OF CURING
/4)'-)*: _ _ _ _ _ _ _ _ __-_._-
-As' 3DI 3(
DURATION OF CURING XA-4 DATE CURING COMPLETE 3-0, K"e-r-v, '13 Date Signature CURING FOREMAN 3____________
QUALITY COTO ý White F.P.C. Quality Engr.
Yellow J.A.Jones Field Engr.
Pink F.P.C. Structural Supv. Form No. FPC Q-62
I.
I -
1 Rl A IFM 4.1, Exhibit 1, pg 8 of 9 PITTSBURGH TESTING LABORATORY AS OtUTU&Lt tPWTWC*.OQT PITTSBURGH. PA.
TO CL .%I%, 111 t* *p -04* O lk0 CVVS ALL* 640IOQTS PFwf swiP OrerN. TA-7732 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 ODwe of Pour: 3-21 Location: POUR:__ 7.43 M , 1 of I 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 J TEMPERATURE DATA -F. Inspectar: p A MB IE NYT AS PLACED Actual I
- pec. --- ~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 Requirement 16 7 Day--s at 50 Decrees V.'snimum 55 i~i~69 Actual:
1 65';
8 days. 11; hrs. II FORM REMOVAL Q Field Cured Concrete Cylinders Requested SIRUCY. CLASSIFICATION MIN. STRENGTH REOT. P.S.I. MISW PERIOD CYINDERU - FIELD 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 2__ 10 Flat Slab SWe. Strenth -___ -5W0____ PSI for Removal of T-crm or Shore or Days Spec. I DweteemovedBA; of 73. not I-reoved Cjr.sSSt~-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.
CC: 2 - JAJ Quality WOntrol
.3-P TL T:4-4L-3-4 c2 URGN r~rI~yA PTcY.
FL0 A P 0 WE 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 POUR NAMELŽZKCI Ae.1AWS. 4CCz.SS Ai.rcm A0!5L Ato .
'z, / 2 "7 '
TYPE OF CURING a~f S
DURATION OF CURING .L0 PAY!
DATE CURING COMPLETE a~ ~ 11Z Date CURING FOREMAN Signature QUALITY CONTRO White F.P.C. Quality Engr.
Yellow J.A.Jones Field Engr.
Pink F4P.C. 1tructural Supv. Form No. FPC Q-62
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PrrTTsRGH TE=STING LAifATORYdoe PUTUUUR&4. PA.
'w a w.DY,%L pUwav ?to is CLECns '6 Pust.JC 40M O....-.m AM avsnS me oaAUCAW-0
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~ t" 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
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ow of Pow,,L: __-6-_7____ Locatioa: !dft =ft -d &A4N-I 'we I Comaum" Design Reqdw. *00 ¶ ,cEl N
PS. 23 Dys -lTYM of Csil.
Tim of Placement egin , .At- r- 6A%
uvicm Categmy: NMo. Load 0 Patial Load 0 swmFul I Load 0 TEWIRATURE DATA *F.
7)- J
- 3p"v C.AM. 10 Ast.el A 11011100 AS PLACED -IS Sp"e. 90 83 Mk CURING PROCEDURE Soaked Burlap Bag
- liI !
- ~URINUI UMIM Date 7 9 10 12 I owv,-l a 24 1 1 P 214 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 of Footing, V4aIs -Soes, 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 kr'ing avid curing9 cantarned.
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- CC 2 - JA7 0-1a4 ty Records S&URGN TESTING LA" TORT
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- 1~- ~ULU~~77.
I r AlITTARGH TESTING LAMORATORY W Y A Ui9M ~~~~~H
~ a~iia ug ~mi~as O-A- "a vso~e PO u as 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.--Iagm,, ,W, Gm. Ass.., loc.
&Do*; FCtmcto: J. A. James mofPbw. 3-6-73 L m*g PJ3=ufS-TWo tmm U Cmwu Design Rmqd.
C2 5 - m _
Ti of c Placonmet: Begin 1:50 M E.-4 1!I% PK SoW$CazgayV: No. Lamd Q0 P liWLaed Snim Full Lind M TIEBA1M DATA OF.
c.jE AMETASPAI 6 Actmd
- 16. Iba-mm K9lMiG 'eocIwuu 4
Soaked BU3lap haz dl*lW I*, ,Ira9 dlL lUwaaw" Long 1! 1 A 17 1 5 19 10 I DazeAZg.(Lqjrl ' 66 66 1 64 6 68 6 Reauitereent 7 Davs at 50 ecrees Uflmmoma ACbsl. dam FORM aEMOVAL i oFiel Curr-d Convicete Cylinfer Rqetstmd SSidms or Fwutng. "a is IFee Sides of Semas. Gr-de unw Ftaworac Ceed meingudr iarn.
Cis.
ON uIS If Sun:- Z- C .- r -. - Z --.-- - -- .- -
kul~ate BILna af N ais.*
m a" cwuig coamut ect2 -JAJ Qmaa1ty Pamcoda
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7,ý 7ý FM 4.1, Exhibit 1, pg 4 of 9 Form F P-3
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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 Report No.
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 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 Pour 6 522 RR
=oncrete Design Reqd. _500 PSI @ 28 Days- Type of Cement iTe
-ime of Placement: Begin 9:43 A.N.r Fnd
..... 2-15 I
-Service Category: No. Load [_ Partial Load [] Struct. Full Load K)
TEMPERATURE DATA OF.
AMBIENT AS PLACED Actual 79 - 88 59 - 67 Spec.
70'F. Maximum CURING PROCEDURE Coat. sprinkling and .ondong CURING DATA Ii
__Date 7-20 7-21 7-22 7-23 7-24 1 7-25 1 7-26 I i I 1*
.Time .... _ ...
I I I,
I I) IE* .. "
I I Amb. Temp. "F._ 2 -1 I7. -- 7 I 73 i I I ý- - -i :
Requirement 7 Days at 50 Degrees Minimum 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 I.
Forms under Floor Slabs 2000 7 Centering under Beams. Girders & 2500 10 Flat Slab 2 10 "__
Spec. Strength 5000 PSI for Removal of Form or Shore or Days Spec. 1 Date Removed An of i "7-26-72not 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 soeWifications.-
1- Florio%Power Corp,, C.; f.Benemff TTAURG T X -o PTL - P w.r Corp j- _ . / B,.G NT, ,
HANAG I- PTL - Tamjo
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 i:.0Q ._Q l_ 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. CYLINDERZ FIELD 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. LABORATORY 2- Flor*da Power Corp., E. E.4P*,,i/( - ,,*i., B,,RG I - PTL - Tampa: / _-- - . ./" -
I - PTL - W. T. Hurst' I
" P N.J. MANAGER ,GILLIVRAY.
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4 ' . .', ", .-- , ,~I . -` ` : A`0::1`
V FM 4.1,Exhibit 1,pg 3of I
vsý IPWII'ý 4Vi117 I
- 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. - - ,
C i ng8' of"2o b Typ.e .
Type of Curing 4.
~v _____________________
Duration of Curing Date Curing Complete z2(. , 2 Whi* F.P.C. Quality Engr.
Yellow J.A.Jones Field Engr.
Pink F.P.C. Structural Supv.
- FM 4.1, Exhibit1, pg l FLORIDA POWER CORPORATION J. A. J ONES CONSTRLUCTION COMPANY CRYSTAL RIVER UNIT #3 s,
CONCRETE CURING LOG Pour DateZa 1L~
p
'., 09u0'-
Pour No.
Pour Name '
Type of Curing j
I 1~ I) 3' I.
z
-7%
Duration of Curing 1 1A -
Date Curing Complete a-F:&1 F. P. C. Quality Engr.
- 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" CU111 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 50ODijcrces %finmum Act u.) :
FORM 80411OVAL L] Fieto Curtci Curicgi.tr Cylinn ilf,(.'S ptu'ster SUN. $TIWNCY~H CYLIN~DERFIL STU T LSIIAINREOT.
STRUT. A~.'l-i~lNPSI P.s.5.
L~tuN.Ai~
1 pDoIQI)
- AYSNUMBER CYLINOIC)R Sides ()f 81I~sli, Gjrdor-s, Coolr V:X 3O r-,orji. undjer Flowr$lb& 20011 q7 sbpu'cr ýItrtvlgll 500 NI for I .4 Fm of~L' or .zvll ou;)uy Spoc. --- . - . .~
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