ML102910718

Email - from: Williams, Charles R. to: Lake, Louis; Thomas, George; Nausdj@Ornl.Gov; Carrion, Robert (Charles.Williams@Pgnmail.Com) Dated Monday, November 30, 2009 1:23 PM Subject: Draft Refute 2.5 for Review Attachments: Fm 2.5.pptx; Ambie

ML102910718
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: ML102910718 (14)

Text

-m Senrgupta, Abhijit From: Williams, Charles R. [Charles.Williams

@ pgnmail.com]

Sent: Monday, November 30, 2009 1:23 PM To: Lake, Louis; Thomas, George; nausdj@ornl.gov; Carrion, Robert

Subject:

Draft Refute 2.5 for review , 0-I 1ýAttachments:

_FM_2.5.ptx Ambient v concrete temp'6ay 15 ver 3.pdf; Ambient v concrete femp bay 12 ver 2.pdf; Ice in Pour263RB df; all strength table.pdf; all strength graph.pdf; 7 and 28 day

\1" Mr Lake and others, Attached is the draft refute 2.5 document and supporting documents for your review. Please let me know if you have any questions.

Charles Williams 919-516-7417 1 P /ý 9 '15-I FM 2.5 Exhibit 4 83%83% ~~ 81% 82%6U 1 _78% 78% 78% 879% 77%

• 0 7% 0 719% 7 78% 8 O 0 O7S%74% 76 0 75% n% 7%07% 7%76% 07780 74% 7 76% 7 3 76% 7 O73 %74 .... 92& "- 3 4 73% "779 A, 1 O 7* 71%*-70%69% 7 00 70%O 66%0 ,

• 68.. ..A A AAA AA CR3 -Concrete Strength 11/19/2009 2:42 PM Break Test Summary.xlsx 12.5 Exhibit 3, pg I of 2 9 / aays lc A 28 days Fc@ 90 days Fc+ Current.4 ,w w AAA 0 ý A A 0

• A M AA a* A* 0 AtA-14 A ~ A AAA4AAAA 0 A AA A, A ~ AA,~* A A A ALAjA A*& A A A A, I**

• Aý'*4 * -.. ....0 *~'.. ......... ... .......V A 0., **0*0 *0*0..0 0.... .......Y,-

• i-* 0*--v- * ** 0 40 CR3 -Concrete Strength 11/19/2009 2:43 PM Break Test Summary.xlsx RC3FM 25 Exhibit 3, pg 2 of 2 Concrete Strength Over Time<Pour Number 7 days 28 day 11 2, 3 67 8 9 1,0 11 3ii-14 15 16 18, 19 20 21 22, 23 24 25 29 30 31, 33 34, 35 36 37 38 39 40 41 42 43 44 45 46 47 48-4"9-50ý51ý52ý53, 54 55, 56: 1926 IDM-S 1927 DM-5 1932 IDM-5 1193 4 2 6 1727550-2 2064 727550-2 72065...727550-2 2066 727550-2 2071.....727550-2 2072 727550-2 2073 1727550-2.2074 727550-2 2075 727550-2 12076 5390 5130 5660 5390 5200 5390 4620 5360 4010 4010 3960 4010, 4420 4390 4,10 4070 3910 4090 4090 4390 3870 3960 6650 5260 6810 6830 5525 7020 6540 5295 6280 6210 4990 6210 5090 4010 5150 3985 5480 5470 4405 5770 5360 4085 5550 5040 4000 5750 5130 4240 5570 5320 3915 5520 YS 90 days 7070 6730 _ 6950 7 7160 6925 7380 7 6920 6410 7200 7 7040 6210 6830 6 5870 5120 6080 5 6070 5S525 5660 5 5620 6150 5 6130 5455 6210 6 6460 5395 6540 6 5910 5350 .6280 6 5850 5420 6010 5 Ratios: p7/28 days 90/28 days~Current 010 270 060 935 975 865 870 170.095.930 78%, 104%i105%1 83% 110%112%1 78% 1.7%72%, 106%1-78% ... 104 %J 75% 113%79%W H 6114 72 109%1 i727550-2 2117 4420 727550-2 4600'2118 4490 727550-2 4070 2119 .4320 727550-2 260 i727sso-2 4460 2121 4490 727550-2 2122 727550-2'2124 727550-2 2157 DM-5ý2158 DM-5 2166 DM-5.2167-DM-5-2171 2 .Z... ........DM-5 2172 DM-5 2181 4240 4350 4170 4420 4240 4250 4350 4690 4760 4240 4240 4690 4260 4810 4690 4880 4930, 4510 4490 4900 4810 5840 4510 5570 5820 4280 5780 5590 4290 5750 5570 4350 5700.4.... "........5430 4365 5320 5710 4260 5640 5660 4330 5640 6170 4300 5780 6300-4725, 619 0 6150 4240 5980 6720 4475 6230 6330 4750 6600 6030 4905 6000 6120 4500 6080 6240 4855 6190 6070 5705 6050.6240 5800 6050 6170 5670 6050 6130 5635 6230 6880 5375 6400 6010 5675 .5870 605 0 5650 6010-6230-5975 6000 6280 6245 6760 6230 6065 6600 6475 6560 6760 6465 6630 6600 6015 6560 6670 6100 6690 6650 6215 .6650 6060 6145 6110 6180 6640 5940 6030 6115..........

9s.......6520 6415 6560 6695 6580 6680 6650 79%, 106%1 74%. 106%76% 1J08%]77%. 1 .10%81% 124%'75% 105%1 77%~ 107%~72% 102%~.. .......i .....................

-76% 104%~... I ............

.........

-o-- -70%~ 106%69%. 101%73% 104%82%i 109%74% .110Wi page 1 of 3 11/19/2009 2:46 PM Break Test Summary.xlsx RC3 analysis Concrete Strength Over Time'Number 57 58 59 60 61 62 63 641 66 67 68 69ý70'72, 522 73 522 74 522 75 522 76 528 77' 528 781 528 79 528 80' 634 81 634 82 634 83 634 84i 634 851 634 86' 641 87 641 88. 641 89 '641 90 641 91. 641 921 641..... 931 ...............

6;i .........94. 666 95 666 96i 666 97 666 98 666 99ý 666 100; 666 101 666 i ........ 8 ...........

102 685 103 685 104 685 105 685 106 695 107 695 108 695 109. 695 110. 700..111ý 700 112, 700 113' 700 2182 2196 2197 2219! ...........

2220 2225'727550-2 ,2226 727550-2 1926 1926 1927 1927 1932 1932 1934 1934 2064 2064 2065 2065 206......

I 2066 2066 2071 2072 2072 2073 2073 2074 2074 2117 2117 2118 2118 2119 2119 2120 2120-1. ...........

.2157" 2157 2158 2158 2166 2166 2167 2167 2171 2171 2172 2172 7OO .days 5020 5040 5030 3780 3890 3835 4070 4120 4095 3640 3640 3640 3750 3890 3820 4550 4560 4555 4490 4140 4315 5390 5130 5660 5390 5393 5200 5390.. ........... 1.11' ... ..-..............

.. ..4620 ......5360 5143 4010 ___4010 3960 4010 4420 4390 4133 4100 4 0 7 0 3910 4090 ... .4090 4390 3870 3960 4060 4420 4490 4070 4320 __ ...4260 4240 4460 4358 4690 4760 4240 4240 4483 4690 4260 4810 4690 4613 4880 4930 4510 4490 4703 28 days_5410 5360 5385 5480 5480 5480 5910.5340 5625 5550 5480~ 5515 5540 5410 5475.. ....... s .... ..... ... .. ........ ..... .. ....5470 5.7.50. 561.0 5680 6230 5955% 6 o ..... ........ ...........

6650 ___6810 6830 7020 ...6828 6540 1 6280 6210 6210 6310 5090 5150 5570 5480 5470 5770 5422 5360 5550 5040 5750 5130 5570 5320.... S k 6 ,,- , -A -1 ..I.'ll .............

...... ..5520 5405 5840 5570 5820 5780 5590 5750 5570 5700 5703 6300 6190 6150 5980 6155 6720 6230 6330 ____6600 6470 6030 _6120 6080 6058 90 days 7290 7470 7380 7320 7340 7330 7260 7090 7175 6070 __6260 6165 5940 5940 6540 !6460 6500 7220 7010 7115...........

Z ° I0...........

-7 1 ..6950 S 7160 7380 7140 6920 7200 7040 6830 6998 5870 6080 6070 5660 5590 6150 5903 6130 6210 6460 6540 5910 6280 5850 6010 6174 6070 6050 6240: : : s ...... ....6050 6170 6050 6130.6230 6124 6280~6760 6230 6600 6468 6560 6760 6630 6650 6600 6560 6670 6690 6630 Current 93%I 137%W 70% ~ 134%1 I 73% 128~66% 112%'70%' 108%81% 116%72% 119%7/28 daysi 90/28 days 79% 105%81%l 111%'S .....................

.................

.... ...............

.. ........76%, 109%1 75%1 114%1 76%, 107%!73% 105%, 71% 103%78%: 109%'page 2 of 3 11/19/2009 2:46 PM Break Test Summary.xlsx

-x nayi Concrete Strength Over Time Number 114 712 115. 712 116. 712 117 712 118 722 1191 722 120 722 121, 722 122 737 123, 737 124 737 125 737 126 743 127 743.................

...128, 743 1291 743 131 132 133 134 135 __136 137 138 139 140 141 142 14431 145o 146 147 148 149 150 151 152 153 154~155 156 157 158 S.111 -...................

........159 160~161 162 163 1614 7 days 2Z8 days _90 days 2181 4900 6240 6650 2181 4810 6190 6650 2182 _ 5020 5410 7290 2182 5040 4943 5360 5800 7470 7015 2196 3780 5480 7320 2196 __3890 5480 7340 2197 4070 1 5910 7260 2197 4120 3965 15340 5553 7090 7253 i 5-0 .......2219 _ 3640 _ 5550 6070 2219 3640 5480 6260 2 2 9 .. .... ..........

6 4 ..... ....... ..............

..............

.............

i 6 7 ( " ' 1.................

..........

2220 3750 5540 5410 2220 3890 3730 j5410 5495 5940 59200 54 5 s ......... ...... ........2225 i 4550 5470 6540 2225 4560 5750 6460... ...... ..... ....................

5 6 ... ........ ....................................

! 6 4 0 ..... ..... ... ..2226 4490 i .. .5680 7220 2226 4140 4435 6230 5783 7010 6808 Current i >7/28 days 90/28 days... ... ... .. .... ... .. ... ... ... .. ... ... ... .... ... .. .... .. ...85% 121%1.... .... .. ..z .... .. .... .........

.....71% 131%68% ~ 108%,.... ................

..... ...... ...... : ...............

.........

.........

...! .... .. 8 7900 7380 7393 6900 7530 7650 5990 6800 6830 8220 8030~7520 6600 6610 6100 7 days 28days ..90days Current Ratios average: 4436- 4446 5837 5850 6491 6504 7095 7393 76% 111%Std: .4 7 3 459 464 440 .494 470 705 #DIV/O S% 8%Max: 5660 5525 7020 7 6925 7470 7380 : 8220 7393 .93% 137%Min: 3640 3640 ~5040 5120 5410 .~5865 & S990 7393 66% ,~101%page 3 of 3 11/19/2009 2:46 PIVI Break Test Summary.xlsx C* TSBURGH TESTING LABORATO"4W Fibit 2, Pg 1 of 6 P TTSBURGH,PA.

Oirder No. TA-7732 Sppli-'s Delivery Serial Nn. _--REPORTED TO: FLORIDA POWER CORP.PROJECT: CRYSTAL RIVER PLANT UNIT NO. 3 Concrete Supplier:

West Coast Concrete, Inc.Arclp.Engineer:

Gilbert Assoc., Inc.General Contractor:

J. A. Jones Date _.L.-/2- Time Loaded _ Z Class Mass Oter -Truck No.. LT Load No. / Cu. Yds. Counter to 0[Cum. Cu. Yds. °F Moisture:

F.A. j-.'-% 1 39' Lbs: CA _ , Lbs.Desig S.U.D. W. M. A Batch I.-Cement (Type)= 3 -, A0..! C.A. (Size -(Size -) _ _ _.__._ _*F.A. -VSL gp 604 Daratard HCF ":'___-"__._" S Darex AEA_ __ __ __"_Water, t*4" ..Total .....__-___ Aded "_ _ic e_ _-- _ _" L b s ... ..G a ls,,.Ice ________ _ GUls.Total Moisture ;_ 3 Lbs. ...Gals.Total Water ...... .,- ,-._-_-._Gals.

Ai.A .Rev. at Mixing Speed: Start. __ Finish 2.. Dift (100 Max.)Signature of Batch Plant Inspector.

R Portion of Structur:W e Placed _ _ _ _ _,_Time of Ar.___ ___ Total Rev. (300 -Time Placement Comp. Elapsed Time _i'. Hr. Max.) , Ambient Temp. OF Concrete Tew. 'F Shit f 144 T,7 Remakrs: Cylinder No's. AK i Water Aded in Fieftd GaG*.C,. Yd.Rev. Start:- Fnish:._ Diferene...{30 Mir,.)Remarks: ____ _,_____ -_ _._,-,.Fie4d hnspectm Signatime:

trTSBURGH TESTING LABORATMY FM 2.5 Exhibit 2, pg 2 o ITBRH A.- *,*I,~* I Order wo. IN-llV Supplier's Delivery Serial No. L I 2.REPORTED TO: PROJECT: Concrete Supplier: Arch-Engineer:

General Contractor:

FLORIDA POWER CORP.CRYSTAL RIVER PLANT UNIT NO. 3 West Coast Concrete, Inc.Gilbert Assoc., Inc.J. A. Jones Date 9_7&777Y Time Loaded _6_____ Class Se__ _ -Mass !J Other Dl Truck No. /-.. Load No. "7L Cu. Yds. -3 Counter to 0 []Cum. Cu. Yds. ."1.F Moisture:

F.A. 1,S- %23I Lbs; C.A. %___ -- Lbs.Design S.S.D. Wt. Adj. Batch Wt.Cement (Type) ZZ" art, C.A. (Size )(Size )F.A. ,1 0 Daratard HCF .... .. _- _5-_ _ __'_ _Darex AEA ....___...._" "___ -_Water, Gals. /3,9 O Total .... .._*_._.._'

Added Ice 5CtCPC. Lbs._______

Gals.Total Moisture ____.i'Y' Lbs.- ._. Gals.Total Water _____--__

Gals.Rev. at Mixing Speed: Start .Finish- ------ 7 Diff .____ (1O0 Max.)Signature of Batch Plant Inspector:

"_-- '.9'N.'Z3 0 Portion of Structure W2W Placed: 0.......Time of Arr. 4 ...Total Rev. /3 7 (300Max.)Time Placement C _v.___" _ _ Elapsed Time 6(0V2 Hr. Max.)Ambient Temp. .F Concrete Temp. i ZC ."F Slump (1-4")R~OWs: 1C0iee M's. Air 1 Water Added in Field Gal./Cq. Yd.Rev. Start:. , 5" Finish: /L.Z Diffece_ _(30 Min.) Field InspectorsSignaure:

r.7

1>1 MiTSBURGH TESTING LABORATOiKY

_PITTSBURGH, PA.FM 2.5 Exhibit 2, pg 3 of 6_ _.Order No. TA-7732 Supplier's Delivery Sefial No.__REPORTED TO: FLORIDA POWER CORP.PROJECT: CRYSTAL RIVER PLANT UNIT NO. 3 Concrete Supplier:

West Coast Concrete, Inc.Arch-Engineer:

Gilbert Assoc., Inc.General Contractor:

J. A. Jones Date_ g 16' -7" Time Loaded Class __ ",_,_, Mass Other []Truck No. /El"-/ Load No. 3 .Cu. Yds. _ _ Counter to 0 [a-Cum. Cu. Yds. !7 OF Moisture:

F.A. X 5- ,%23 Lbs; C.A. __ % Lbs.Design S.S.D. WI. Adj. Batch Wt.Cement (Type) 27" 'c' -C.A. (Size )(Size )F.A. 6 1_,9.L --7c 6'c} .Daratard HCF 7.$" _'__-Darex AEA Water, Gals. __ Total _. _,_ _ _Added Ice 4 cr Lbs._ ___ Gals.Total Moisture _ _ .2j , Lbs. ._Gals..Total Water ....________ Gals.Rev. at Mixing Speed: Start ..Finish_ 2) Diff. Z. (100 Max.)Signature of Batch Plant Inspector:

.... C-. '7T-ITO`Portion of Structure Where Placed: -, , -Time of Art. Z f I" ,,C Total Rev. (300 Max.)Time Placement Co. Elapsed Time (-1 Hr. Max.)Ambient Temp. Ol.Zz -F Concrete Temp. O .0 F Slump .5... (a-4p)Remarks: Cylinder No's. Air Water Added in Field: __.. 7-Gal./Cu.

Yd.Rev. Start:_----_-__----" _ Finish: -________Terence

_ (30 Min)Remarks:

• TSBURGH TESTING LABORAT FM 2.5 Exhibit 2 pg 4 of 6 PITTSBURGH, PA.Order No. TA- 1732 Supplier's Deltvery Serial No._________

REPORTED TO: FLORIDA POWER CORP.PROJECT. CRYSTAL RIVER PLANT UNIT NO. 3 Concrete Supplier:

West Coast Concrete, Inc.Arch-Engineer:

Gilbert Assoc., Inc.General Contractor:

J. A. Jones Date Time Loaded Class Mass [- Other I--Truck No.-__ ?7 Load No. / Cu. Yds.. r Counter to 0 [IaO Cum. Cu. Yds. -OF Moisture:

F.A. 4( S %Y.4 Lbs; C.A.J+/- % 2-/6 LbsýDesign S.S.D. Wt. Adj. Batch Wt.Cement (Type) Z ,"___ -.'C.A. (Size, ) I-e__ '_____ /4-) -- p (Size )F.A. 2/2 C Daratard HCF ,R/'Darex AEA. 2 : 2-R_Water, Gals. a .2:... Total __ ,_ _ _ .Added Ice s ._-_ Lbs... Gals.Total Moisture __ ___6 , Lbs. Gals.Total Water 22 9_9 Gals.Rev. at Mixing Speed: Start ._____ Finish 2:0 Diff. ,;w (I00 Max.)Signature of Batch Plant Inspector:

_ , .. 5)-Portion of Structure Where Placed: Time of Arr. Total Rev. -(300 Max.)Time Placement Comp. Elapsed Time (]l Hr. Max.)Ambient Temp. _F Concrete Temp. <'F Slump (1-4")4'I55.Remarks: Cylinder No's. Air %Water Added in Field: Gal/Cu. Yd.Rev. Start: Finish: Difference.

(30 Min.)Remarks: ' .... __------___-

Field Inspectors Signature:

"-" ............ .... ..... ......... ..................., : .A* .,- .... .:-

• TSBURGH TESTING LABORATSM1 FM 2.5 Exhibit 2, pg 5 of 6 PITTSBURGH, PA.Order No. TA-7732 Supplier's Delivery Serial No.REPORTED TO: FLORIDA POWER CORP. ý T PROJECT: CRYSTAL RIVER PLANT UNIT NO. 3 Concrete Supplier:

West Coast Concrete, Inc.Arch-Engineer:

Gilbert Assoc., Inc.General Contractor:

J. A. Jones Date Time Loaded Class Z Mass L Other r .Truck No. Load No. Cu. Yds.- _ Counter to 0 -Cum. Cu. Yds. le OF Moisture:

F.A. S` 2 4 "% ? Lbs; C.A. Z.r- % .2/i Lbs.Design S.S.D. Wt. Adj. Batch Wt.Cement (Type) V_ 1RQ",..C.A. (size ) (Size -) _ _ _ _F.A. 9 f Daratard HCF /68 _ / S _______Darex AEA __ __ ..Water, Gals. 2 TotaI .'5 4 Added Ice -7__ 0 Lbs. Gals.Total Moisture Lbs. Gals. : Total Water, Gals._______

_ Gals. -Rev. at Mixing Speed: Start .Finish- -- Di (100 Max.) Signature of Batch Plant Inspector:

4 C Portion of Structure Where Placed: 2 6 & 4 ____,_..Time of Arr. ,/<! i ,II"- Total Rev. .... _ (300 Max.)Time Placement C Elapsed Time (%_ Ht'. Max.) .Ambient Temp. 24- °F Concrete Temp. !_7 OF Slump (1-4") 1 Remarks: Cylinder No's. Air %* :Water Added in Fi el d: _______Gal./Cu.

Yd.Rev. Start: Finish: Difference.

_ _.-.-.._(30 Min.)SRemarks:

A/_____.7Z Field Inspectors Signature:

L ,7-.1 R ffoiS TSBURGH TESTING LABORATO FM 2.5 Exhibit 2, pg 6 of 6 PITTSBURGH, PA.g Order.No.

TA-7732 Supplier's Delivery Seriat No ..ZF__ _REPORTED.

TO: FLORIDA POWER CORP.PROJECT: CRYSTAL RIVER PLANT UNIT NO. 3 Concrete Supplier:

West Coast Concrete, Inc.Arch-Engineer:

Gilbert Assoc., Inc.General Contractor:

J. A. Jones Date _________

Time Loaded ______ Class .. 'f 0 -Mass Other F-1 Truck No. "-,' Load No._____ Cu. Yds. ___ Counter to 0 C-Cum. Cu..Yds._

°TF Moisture:

F.A. "'.W -% Lbs; .C.A.,.E %I-..L Lbs.Design S.S.D. Wt. Adj. Batch Wt.Cement (Type) Zr -_ _"_ _ _ _ _C.A. (Size 6)(Size )F.A.Daratard HCF , Darex AEA _g __.._ _Water, Gals. 22 .Total -_ _"_ _ _ Added Ice //.%O Lbs._____

Gals.Total Moisture X0,6 V Lbs... Gals.Total Water _ Gals.Rev. at Mixing Speed: Start .Finish- 92 Diff. ZQL (100 Max.)Signature of Batch Plant Inspector:

_ F e,._q Portion of Structure WJerefaced Time of Art._ _ _ _ _ _ Total Rev. _,,_ (300 Mm_.)Time Placement Corn. Elapsed Time__ Hr. Max.)Ambient Temp. OF ConcreteTemp.

_ZT, 0 F Slump ... ___ (0-4")Remarks: Cylinder No's. Air %-/Water Added in Field:-_Gal/Cu.

Yd.Rev. Starti: Finish:__

Difference (30 Min.)Remarks: .__---- --, --Field inspectorS Signature:

"-"4" _ Lu " 4>f" 5 , , , , , ........ ...- ' ' -.-: .... .... .... ... ....i ; -".

I M .5Exhiit1pg 1of 21 Slump of Supplied Concrete -C 0 0 00 Z (D CID 0 0 (K)DM CZ~00 00 00 0G 0 0 0 0 0 000 r .00 MM0 0 000 0 00 0 000 C Z1)00 0 (DOIO 0 cj) a)(0 0( 0 0 (30 0 00 00~0 00 0 X 0 00 0 a 0 0 0..............................

0 ..... ................

.........

........0 0 0 0 X uMp was*4'M OSlump XRejectedloads M CR3 11/23/2009 1:53 PM test data original filled vl.xls

.t FM 2.5 Exhibit 1 pg 2 of 2 CR3 11/25/2009 5:47 PM test data original filled vl.xls