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 2 F 4 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" 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 , 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'/ : _ _ _ _ _ _ _ _ __-_._-3DI 3 (DURATION OF CURING DATE CURING COMPLETE XA-4 3-0, K"e-r-v, '13 Sig nature CURING FOREMAN 3____________
QUALITY COTO ýDate 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%, 111 -04* O lk0 CVVS 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: 3-21-7 -Location:
POUR:__ 7.43 M , 1 Concrete Design Reqd. 500 PSI c 28 C.ý.s -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 ActualI---~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 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 NAMELZKCI Ai.rcm A0!5L Ato .'z, / 2 "7 'TYPE OF CURING a~f S DURATION OF CURING DATE CURING COMPLETE.L0 PAY!a~ ~ 1 1Z CURING FOREMAN Signature QUALITY CONTRO Date White Yellow Pink F.P.C. Quality Engr.J.A.Jones Field Engr.F 4 P.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. 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!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 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,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~7ý7,ýFM 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 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 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- Power Corp., E. E.4 -B,,RG 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 CompleteF.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 1 L~Type j 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~t12-11-72
~ 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~K........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