Revision as of 08:46, 13 November 2019

Text

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)
	v • d • e

-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 1ý Attachments: _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;

,,*-*'-strength.pdf \1" 7 and 28 day 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-

FM 2.5 Exhibit 4 83%

83% ~~ 81% 82%6U 1 _

78% 78% 78%

76 77%

0 n%

75% 7%07%

0 879%

7% 0 719% 7%76% 7 78%

07780 8 O 0 O7S%74%

92& 74 74%

.... "-

7 76% 7 33 4 -***73% "779 A, 1

76% 7 O 7

% O73 71%

-70%69% 700 70%

O 66%0 ,

68

.. . . A AAA A 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 w .4

,w AAA0 * ý A 0 M A A AA a* A* 0 AtA-14 AA ~ AAA4AAAA 0 A ~AAA, AA, A I

~* A A A ALAjA AA*& A A A,

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4 * - 0.

0 *~' V , **

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... . ..

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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 Ratios:

Number 7 days 28 day YS 90 days Current p7/28 days 90/28 days~

11 1926 5390 6650 7070 IDM-S 2, 5130 5260 6810 6730 _ 6950 7010 78%, 104%i 1927 5660 6830 7160 3 DM-5 5390 5525 7020 6925 7380 7270 80%* 105%1 5*

6 1932 5200 6540 6920 IDM-5 5390 5295 6280 6410 7200 7060 83% 110%

7 1193 4 4620 6210 7040 8 26 *...............

5360 4990 6210 6210 6830 6935 80%* 112%1 9 5870 4010 5090 1727550-2 1.7%

1,0 4010 4010 5150 5120 6080 5975 78%

2064 72065... 3960 6070 11 727550-2 4010, 3985 5480 5S525 5660 5865 72%, 106%1 727550-2 5470 2066 4420 -78% ... 104%J 14 727550-2 4390 4405 5770 5620 6150 5 870 15 4,10 5360 6130 16 727550-2 4070 4085 5550 5455 6210 6 170 75% 113%

2072 3910 5040 6460 18, 4090 4000 5750 5395 6540 6 19 2071.....

727550-2 2073 4090 5130 5910 20 1727550-2 4390 4240 5570 5350 .6280 6.095 79%W H 6114 3ii-21 22,

.2074 727550-2 3870 3960 3915 5320 5520 5420 5850 6010 5.930 72 109%1 23 2075 24 727550-2 25 12076 i727550-2 2117 4420 5840 6070 727550-2 4600 4510 5570 5705 6050. 6060 79%, 106%1 29 '2118 4490 5820 6240 30 727550-2 4070 4280 5780 5800 6050 6145 74%. 106%

31, 2119 .4320 5590 6170 727550-2 260 4290 5750 5670 6050 6110 76% 1J08%]

33 5570 6130 34, i727sso-2 4460 4350 5700 5635 6230 6180 77%. 1 .10%

35 2121 4490 5430 6880 36 727550-2 4240 4365 5320 5375 6400 6640 81% 124%'

37 2122 4350 5710 6010 38 4170 4260 5640 5675 . 5870 5940 75% 105%1 39 4420 5660 605 0 40 727550-2 4240 .4....

4330 "........

5640 5650 6010 6030 77%~ 107%~

41 '2124 4250 6170 -6230- .........i

- ... . ................

42 727550-2 4350 4300 5780 5975 6000 6115 72% 102%~

43 2157 4690 6300 6280 44 DM-5 4760 -4725, 619 0 6245 6760 6520 76% 104%~

45 ý2158 4240 6150 6230 ... ............

I .........

- -o--

46 DM-5 4240 4240 5980 6065 6600 ..........

9s.......

6415 70%~ 106%

47 2166 4690 6720 48 DM-5 4260 4475 6230 6475 6560 6560 69%. 101%

-4"9 .2167 4810 6330 6760

-50ý -DM-5 4690 4750 6600 6465 6630 6695 73% 104%

51ý 2.Z...

-2171 ........ 4880 6030 6600 52ý DM-5 4930, 4905 6000 6015 6560 6580 82%i 109%

53, 2172 4510 6120 6670 54 DM-5 4490 4500 6080 6100 6690 6680 74% . 110Wi 55, 2181 4900 6240 6650 56: 4810 4855 6190 6215 .6650 6650 page 1 of 3 11/19/2009 2:46 PM Break Test Summary.xlsx

RC3 analysis Concrete Strength Over Time

'Number 28 days_ 90 days Current 7/28 daysi 90/28 days 7OO

.days 57 2182 5020 5410 7290 58 5040 5030 5360 5385 7470 7380 93%I 137%W 59 2196 3780 5480 7320 60 3890 3835 5480 5480 7340 7330 70% ~ 134%1 61 2197 4070 5910 7260 I 62 4120 4095 .5340 5625 7090 7175 73% 128~

63 2219 3640 5550 6070 __

641 3640 3640 5480~ 5515 6260 6165 66% 112%'

2220

! ........... 3750 s ....

.......

..

5540 .....

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

.....

......

66 3890 3820 5410 5475 5940 5940 70%' 108%

67 2225 4550 5470 6540 !

68 '727550-2 4560 4555 5.7.50. 561.0 6460 6500 81% 116%

69ý ,2226 4490 5680 7220 727550-2 4140 4315 6230 5955 Z° I0...........

...........

7010

-77115 1 .. 72% 119%

70'

%

6.....

o ........

...........

72, 522 1926 5390 6650 ___

73 522 1926 5130 6810 6950 S

74 522 1927 5660 6830 7160 75 522 1927 5390 5393 7020 ... 6828 7380 7140 79% 105%

76 528 1932 ..........

..5200 1.11'...

..-..............

.... 6540 1 6920 77' 528 1932 5390 6280 7200 781 528 1934 4620 . . . . .. 6210 7040 79 528 1934 5360 5143 6210 6310 6830 6998 81%l 111%'

80' 634 2064 4010 ___ 5090 5870 81 634 2064 4010 5150 6080 S .....................

82 634 2065 3960 5570 6070 83 634 2065 4010 5480 5660 206...... I . . . .............. . . . . . . ..

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

84i 634 2066 4420 5470 5590 851 634 4390 4133 5770 5422 6150 5903 76%, 109%1 2066 86' 641 4100 5360 6130 2071 87 641 40 70 5550 6210 2072

88. 641 3910 5040 6460 2072 89 '641 4090 . .. . 5750 6540 90 641 2073 4090 5130 5910

91. 641 2073 4390 5570 6280 Sk 6 ,,-

.... -A

, -1 I.'ll

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

......

..

921 6;i. ........

641

.....931 ............... 2074 3870 5320 5850 2074 3960 4060 5520 5405 6010 6174 75%1 114%1

94. 666 2117 4420 5840 6070 95 666 2117 5570 6050 96i 666 2118 4490 5820 6240 97 666 2118 4070 5780 6050 98 99ý 666 666 2119

-1. ...........

2119 .

4320 4260

__ ... 5590 5750 6170 6050

s ......

....

100; 666 2120 4240 5570 6130 101 i ........8...........

666 2120 4460 4358 5700 5703 .6230 6124 76%, 107%!

102 685 2157" 4690 6300 6280~

103 685 2157 4760 6190 6760 104 685 2158 4240 6150 6230 105 685 2158 4240 4483 5980 6155 6600 6468 73% 105%,

106 695 2166 4690 6720 107 695 2166 4260 6230 6560 108 695 2167 4810 6330 ____ 6760 109. 695 2167 4690 4613 6600 6470 6630 6650 71% 103%

110. 700.. 2171 4880 6030 _ 6600 111ý 700 2171 4930 6560 112, 700 2172 4510 6120 6670 113' 700 2172 4490 4703 6080 6058 6690 6630 78%: 109%'

page 2 of 3 11/19/2009 2:46 PM Break Test Summary.xlsx

-x nayi Concrete Strength Over Time Number 7 days 2Z8days _90 days Current i >7/28 days 90/28 days 114 712 2181 4900 6240 6650 ...........

...

.....

....

..........

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

115. 712 2181 4810 6190 6650 116. 712 2182 _ 5020 5410 7290 117 712 2182 5040 4943 5360 5800 7470 7015 85% 121%1 118 722 2196 3780 5480 7320 1191 722 2196 __3890 5480 7340 .... ........z * .... ......

.........

.....

120 722 2197 4070 1 5910 7260 121, 722 2197 4120 3965 15340 i'*~......

5-0 ....... 5553 7090 7253 71% 131%

122 737 2219 2_2.... 3640 9.. ..........

6 4 ..... ....... .............. 5550

_ . ............. i 66070

............. 7 ( " ' 1.................

..........

123, 737 2219 3640 5480 6260 2220 3750 5540 5410 124 125 737 737 2220 3890 3730 j5410

0 54 5 5495 s . ........

5940

......

5920

........ .... 68% ~

................ 108%,

126 743 2225 i 4550 5470 6540 127 743 2225 4560

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

5750 6460

..........

5* 6 ... ........ !....................................

64 0 .....

128, 743 2226 4490 i .. . 5680 7220 .................

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

.........

...* ! . .....

8

-*. ................

1291 743... 2226 4140 4435 6230 5783 7010 6808 131 7900 132 7380 7393 133 6900 134 7530 135 __ 7650 136 5990 137 6800 138 6830 139 140 8220 141 8030~

142 7520 14431 6600 6610 145o 6100 146 147 148 149 150 151 152 153 154~

S.111 155 -...................

........

156 157 158 159 160~ 7 days 28days . .90days Current Ratios 161 average: 4436- 4446 5837 5850 6491 6504 7095 7393 76% 111%

162 1614 Std: . 473 459 464 440 . 494 470 705 #DIV/O S% 8%

163 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-.'-% 139' Lbs: CA _ , Lbs.

Desig S.U.D. W. A Batch I.-

M.

Cement (Type)= 3-, A0

.. C.A.! (Size - ).:*.,.,.

(Size - ) _ _ _.__._ _*

F.A. -VSL gp 604 Daratard HCF ":'___-"__._" S Darex AEA_ __ __ __"_

Water, t*4" . . .* Total .....e_ _ _ic _-- _ _" L b s... . . __-___ G a ls,,.

Aded "

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 Ma*x. -

Time Placement Comp. Elapsed Time _i'. Hr. Max.) ,

Ambient Temp. OF Concrete Tew. 'F Shit f 144 T,7 Remakrs: Cylinder No's. AKi 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: 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 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, .9' C.A. (Size )

(Size )

F.A. 0 ,1 N.'

Daratard HCF .... .. _- _5-_ _ __'_ _

Darex AEA .... ___...._" "___ -_

Water, Gals. /3,9O 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: "_-- '

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. ZC i . "F Slump (1-4")

R~OWs: M's.

1C0iee Air 1 Z3 0

Water Added in Field ._* Gal./Cq. Yd.

Rev. Start:. , 5" Finish: /L.Z Diffece_ _(30 Min.)

Rem*aks:

r Field InspectorsSignaure:

.7

MiTSBURGH TESTING LABORATOiKY

_PITTSBURGH, PA.

FM 2.5 Exhibit 2, pg 3 of 6

_ _.Order No. TA-7732 Supplier's Delivery

1 Sefial No.__

>1 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. 7T-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-.' 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. . 0 OF 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 Lbsý Design S.S.D. Wt. Adj. Batch Wt.

Cement (Type) Z ,"___ -. '

C.A. (Size, ) I-e__ '_____ /4-) -- p (Size ) 4' F.A. 2/2 C Daratard HCF ,R/'

Darex AEA. 2: 2-R_

Water, Gals. . a2:... Total __ ,_ . _ _ Added Ice Lbs... s._-_ Gals.

Total Moisture __ ___6 , Lbs. Gals.

Total Water 22 9_9 Gals. I55.

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")

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. ýT PROJECT: CRYSTAL RIVER PLANT UNIT NO. 3 -4 Concrete Supplier: West Coast Concrete, Inc.

Arch-Engineer: Gilbert Assoc., Inc.

General Contractor: J. A. Jones Date *92,ZL. Time Loaded Class Z -*" Mass L Other r .

Truck No. /J"* Load No. Ž Cu. Yds.- _ Counter to 0 -

Cum. Cu. Yds. le OF Moisture: F.A. 2 S` 4 Ž"% ? Lbs; C.A. Z.r- % .2/i Lbs.

Design S.S.D. Wt. Adj. Batch Wt.

Cement (Type)6:z,*

C.A. (size V_ ) 1RQ",.. ,*, :;.**i (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 6"* 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: ,7-.

L 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 .. 0 'f -* 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 )

_q F.A.

Daratard HCF ,

Darex AEA _g __.._ _

Water, Gals. 22 . Total - _ _"_ _ _ Added Ice //.%O Lbs._____ Gals.

Total Moisture X0,6V Lbs... Gals.

Total Water _ Gals.

Rev. at Mixing Speed: Start . Finish- 92 Diff. ZQL (100 Max.)

Signature of Batch Plant Inspector: _ F e,.

Portion of Structure WJerefaced Time of Art._ _ _ _ _ _ Total Rev. _,,_ (300 Mm_.)

Time Placement Corn. Elapsed Time__ Hr. Max.)

Ambient Temp. OF ConcreteTemp. 0 _ZT, 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 f"*

. ..- ' ' - . -: . ... . . .. . . .. ... . *. . . . .:* i ; -".

I M .5Exhiit1pg 1of 21 Slump of Supplied Concrete -

00 Z CZ~

00 00 0G 0 0 00 (D CID 0 0 0 0 0 000 . r 00 C0 0 0 MM0 0000 000 C 0 00 Z1)00 0 0 (DOIO 0( cj)0 a)(0 0

(K) 0 00 0 00 a DM X (30 0 00 00~0 00

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

0 ..... . ...... * .................. ........ uMpwas*4' 0 0 0 0 X 0 0 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

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