ML102870986

Email - from Thomas, George to Naus, Dan J. Cc: Lake, Louis Dated Tuesday, January 12, 2010 3:56 PM Subject: FW: Petrographic Report Attachments: S&Me Modulus Core 16, 40, 63, 65, 66.pdf; S&Me Density Core 16, 40, 60, 63, 65, 66.pdf.

ML102870986
Person / Time
Site:	Crystal River
Issue date:	01/12/2010
From:	George Thomas Office of New Reactors
To:	Naus D Oak Ridge
References
FOIA/PA-2010-0116
Download: ML102870986 (22)

Text

NV Sengupta, Abhijit From:

Thomas, George Sent:

Tuesday, January 12, 2010 3:56 PM To:

Naus, Dan J.

Cc:

Lake, Louis.

Subject:

FW: Petrographic Report Attachments:

S&ME Modulus Core 16, 40,63, 65,.66.pdf; S&ME Density Core 16, 40, 60, 63, 65, 66.pdf; S&ME Compressive Core 31 and 45.pdf; S&ME Compressive Core 59.pdf

Dan, Here are some additional petrography reports and results of tests performed on the cores. Two other emails will follow to cover all the reports I got today from Craig Miller.

Thanks.

George From: Miller, Craig L [1]

Sent: Tuesday, January 12, 2010 2:28 PM To: Thomas, George

Subject:

FW: Petrographic Report The email was returned as "undeliverable". I will try sending multiple emails with fewer attachments...

From: Miller, Craig L Sent: Tuesday, January 12, 2010 2:23 PM To: Thomas, George'

Subject:

RE: Petrographic Report

George, Attached are the various test reports from MACTEC and S&ME (excluding the first two reports that you already have).

There have also been some tests that PII had performed at Photometrics and the University of Colorado. I will send you those final reports as I get them from P11.

Let me know if you have any questions.

Thanks, Craig From: Thomas, George [2]

Sent: Tuesday, January 12, 2010 1:15 PM To: Miller, Craig L

Subject:

RE: Petrographic Report Yes, Craig. I would like to also have the additional test reports that you have.

Thanks.

George From: Miller, Craig L [3]

Sent: Tuesday, January 12, 2010 11:02 AM To: Thomas, George

Subject:

RE: Petrographic Report

Hi George, We do have a couple more petrography reports, but we also have a number of additional test reports (strength, density, modulus of elasticity, etc.). Would you like all of the test reports that we currently have?

Let me know and I will send them asap.

Thanks, Craig From: Thomas, George [4]

Sent: Tuesday, January 12, 2010 10:19 AM To: Miller, Craig L

Subject:

RE: Petrographic Report Hello Craig, You had previously provided us with a Mactec Petrography report dated 11-11-09 and a CTL Petrography Report dated 11-2-09. Could you please email me other petrographic reports that have come in since then.

Thanks.

George Thomas Special Inspection Team - USNRC 301-415-6181 From: Miller, Craig L [5]

Sent: Saturday, November 21, 2009 6:20 PM To: Thomas, George

Subject:

FW: Petrographic Report

George, Here is the reply I received regarding your question on core 2. I have not yet determined if the report will be revised to correct the misleading statements.

Thanks, Craig From: Wilson, David [6]

Sent: Thursday, November 19, 2009 11:04 AM To: Miller, Craig L

Subject:

RE: Petrographic Report HI Craig-I did do some limited observations on this core but I didn't see anything that would really help in our analysis. The control sample was submitted for comparison, but to compare the existing fracture to a new fracture we made some 2

fresh fractured.surfaces in our lab in sample 5 to compare fresh vs. the existing fractured surface. Do you need us to provide -a report on the core #2?

Thank you

-David From: Miller, Craig L [7]

Sent: Wednesday, November 18, 2009 9:27 AM To: Wilson, David

Subject:

Petrographic Report

David, A question was raised by the NRC on the petrographic report. It mentions that core 2 (MACTEC # 21270) was a "control sample" used for limited observations. However, there is no discussion of how it was used or what was observed in the report. Can you provide any details on this core?

Thanks, Craig 3

QO Quality Assurance Foriu, No: 17.1-Document Transmittal Sheet Revision Date 8/24/08 Date:

November 16, 2009 S&ME Project No.:

1439-08-208 Transmittal No.: 09-208-03 Procurement Document Type:

EL Contract Li Revision EL Purchase Order El Amendment Service Agreement Other Client:

Progress Energy Florida Submitted To:

Name:

Craig Miller Address:

Progress Energy Florida, Inc.

15760 West Powerline Street Crystal River, Florida 34428-6708 Email:

craid.miller@.pqnmail.com Phone No.: (352) 563-2943 Ext. 1526 Fax No:

Document Date Rev.

Copies CMTR - Core 16 (Az135,EI 210-200, Panel M) Sample 09-147-001 11/16/09 0

1 CMTR - Core 40 (Az 210, El 210-200, Panel N) Sample 09-150-001 11/16/09 0

1 CMTR - Core 65 (RB External Wall, Az 30, El 200-190, Panel Q) Sample 09-150-002 11/16/09 0

1 CMTR - Core 66 (RB External Wall, Az 30, El 180-170, Panel W) Sample 09-150-003 11/16/09 0

1 CMTR - Core 63 (Az30, El 230-220, ParVI H) Sample 09-150-004 11/16/09 0

1 Poanel

'An

-ma.omG"FOLLOWS November 16, 2009 Quality ssurance Date RECEIPT ACKNOWLEDGEMENT Received by:

Date:

Return a copy to:

S&ME, Inc.

John W. Coffey, Sr., Q A Manager Nuclear Projects, 1413 Topside Road, Louisville, Tennessee 37777 Phone No.:

(865) 970-0003 Fax No.:

(865) 970-2312 S&ME, Inc. - Knoxville 1413 Topside Road, Lousville, Tennessee 37777 Page of Pages

1. S&ME Certified Materials Test Report Client:

Progress Energy.

Material:

Containment Cores Project:

Crystal River Source:

Unit 3-Core 16'(Az 135. El 210-200, Panel M)

S&ME Project No.:

1439-08-208 Quantity:

.1 concretecore:.(shipped in 2 sections)

Contract/P.O. No.:

373812 Amendment a Date Received / Tested:

November9, 2009/ November 14, 2009.

S&ME LogNo.:

09-147-001 Modulus of*Elasticity andPoisson's Ratio, (ASTM C 469 and ASTM C 42)

Core Diameter Length Chord Poisson's Modulus ofP is ns Identific.ation (in)

(in)::

Elasticity (psi)

Ratio; 16-1 modulus.

3.70 7.3' 3.75 x 106 022-

-16.2 modulus-3.70 7.3

.4.05.x -io 0.25 Cores were received Wrapped andsealed in.plastic Following un-wrapping and end preparation,, the cores were ailowed to cure in accordancewith ASTM C(42 until the time of test, as requested Age of specimens, not provided,.

Specimens were loaded to approximately 40%.of the ultimate.load of Specimen 16-2 as shown below.

Notes:

Compressive:Strength (ASTM C 39 and ASTMC 42)

Core Diameter Area BeforezCap After Cap LID Maximum Average IdetiCation (ie (in.).

Length Length Ratio Load Resuts R

Identification (in)

(i)(n Is.*...

Result (in)

( ).(Ibs).

16-1m 3.70 10.75 7A1 7.3 1.97 88,400 8,220"Psi' m odulus 16-2 3.70.

10.75, 7.2 7.5 2.03 86,340 8,030 psi,,

7T920 psi 16-2 6-odulus 3.70, 10.75 7.1 7.3.

1.97 80,840 7,520 psi, Notes:

Cores were received wrapped and sealed in plastic Following un-wrapping and end preparation,.the cores were allowed to cure in accordance with ASTM C 42 until the time of test, as requested

Age of specimens, not provided i certify the i tst be correct as.containedlin the records of S&ME, Inc.

Signed:.

Date:

NOV 1 6 Zoo0 QuaTity Assurance Man..rK-ud4Prqjects Phone: 865,970-0003 Fax: 865-970-2312 14 13 Topside Roadlouisvillp, Tennessee 37777

.*S&ME Certified Materials Test Report Client:

Progress. Energy Material:

Containment Cores Project-CrystalIRiver Source:

Unit :3-Core 40 (Az 210. El 2i0-200, Panel N)

S&ME ProjectNo.:

1439-08-208 Quantity:

1 concrete core (shipped in 3 sections)

Contract/P.O. No.:

373812Amendment 8 Date Received ITested:

November 10, 2009/ November 15, 2009.

.S&ME Log No.::

09-150-001 ModulUs ofElasticity and'Poisson's Ratio (ASTM b 466 andASTM C 42)

Core-Diameter Length Mohord o Poisson's Identification (in)

(in)

Elus (s Ratio

~~~~Elasticiypi 40-1 modulus 3.70 7.4.

3.15 x 108 022 40-3 modulus 3.70 7.4 2:95 x 106 0.22 Notes:

Cores were received. wrapped and sealed in plastic Following un-wrapping and end preparation, the cores were allowed to curein accordance with ASTM C42 until the time ofltest, as requested Age of specimens, not provided

,0 Specimens were Ibaded to approximately 40% of the ultimate load of Specimen 40-2 as shown below..

Compressive Strength (ASTM C.39 and ASTM C. 42)

Area Before Cap.

After Cap L/D Maximum r a (iny Length Length Ratio

Load, Results.

Average Identification, (in):

• !i).

(Ibs.

Result 40_1T 0

modulUs 3.70 10.75 7.2 7.4 2.00 70,9606 6,600 Psi 40-2 3.706 10.75, 7.3 7.5 2.03 71,090 G 6,610 psi 6,440 psi 40-3mou 3.70

.10.75:

7.3 7.4 2.00 65,540 6,100 psi modulds Notes!

Cores were received wrappediand sealed in plastic:

P Following un-wrapping and end preparation, the cores were allowed to cure in accordance With:ASTM C 42 until the time of test, as requested.

Age of specimens, not provided

-Contained'in the recordsof S&ME, Inc..

NOV 1 62009, 1413 Topside Road Louisville, Tennessee 37777 Phone: $65-970.0603 Fax, 865470-23112

• S&ME Certified Materials Test Report Client:

Progress Energy Material:

Containment Cores Project:

Crystal River Source:

Unit 3 - Core 65 (RB External Wall, Az 30, El 200-190, Panel Q)

S&ME Project No.:

1439-08-208 Quantity:

I concrete core (shipped in I section)

Contract/P.O. No.:

373812 Amendment 8 Date Received / Tested:

November 10, 2009 / November 15, 2009 S&ME Log No.:

09-150-002 Modulus of Elasticity and Poisson's Ratio (ASTM C 469 and ASTM C 42)

Core Diameter Length Chord Poisson's Identification (in)

(in)

Modulus of Ratio Elasticity (psi) 65-2 modulus 3.68 7.3 2.70 x 106 0.18 Notes:

Core was received wrapped and sealed in plastic Following un-wrapping and end preparation, the cores were allowed to cure in accordance with ASTM C 42 until the time of test, as requested Age of specimens, not provided Specimen was loaded to approximately 40% of the ultimate load of Specimen 65-1 as shown below.

Compressive Strength (ASTM C 39 and ASTM C 42)

Area Before Cap After Cap L/D Maximum Average Core Diameter (in2)

Length Length Ratio Load Results Identification (in)

((in)

(in)

......- (Ibs)

Result 65-1 3.68 10.64 7.2 7.5 2.04 63,740 5,990 psi 65 6,400 psI 65-2 3.68 10.64 7.1 7.3 1.98 72,350 6,800 psi modulus Notes:

Core was received wrapped and sealed in plastic Following un-wrapping and end preparation, the cores were allowed to cure in accordance with ASTM C 42 until the time of test, as requested Age of specimens, not provided I certifye al tests and/or analyses to be correct as contained in the records of S&ME, Inc, Signed:

Date:

NOV 1 6 2009 Quality Assurance Manag*b Projects Phone: 865-970-0003 Fax: 865-970-2312 1413 Topside Road Louisville, Tennessee 37777

~S&ME Certified Materials Test Report Client:

Progress.Energy.

Material:

Containment Cores project:

Crystal River Source::

Unit 3-Core 66 (RB External.Wall, Az 30, El 180-170, Panel W)

S&ME Project No.:

1439;08-208 Quantity:-

1 concrete core (shipped.in I section)

• Contracl/P.O. No.:

373812 Amendment 8: Date.Received/Tested:

November 10, 2009 /No0vember 15,2009 S&ME Log No.:

09-150-003 Modulus of Elasticity and Poisson's Ratio (ASTM C 469 andMATMC 42)

Diameter (in).

Length (in)

Chord Modulusof Elasticity (psi)

Poisson's Ratio 3.68 7.5

.3.ox i06 0.22 Notes:

Core was received wrapped and sealed in'plastic.

Following un-wrapping and end preparation,.the cores Were allowedto cure in accordancd with ASTM C 42 until the time of test, as requested

, Age of speciffiens,..not provided.

Specimen was loaded to appi'oximately 40% of the. ultimate load. f Specimen.66-1 as shown. below.

Compress ive Strength (ASTM C 39 and ASTM C 42)

CArea Before Cap After Cap LID Maximum Average ICore n iameter (in)ý Length Length.

Ratio Load Results Rerult Iden__ificaionr

__ in).

(in).

(In)

Result(Ibs)

R 66-1 3.68 10.64 7.1 7.4 2.0i 72$700 6,830 psi 66-2 '6,600 psi.

modulus6 368 10..64 7.3 7..5 2.04

.67,760 6 370-!psi' Notes:

Core~was received wrappedand sealed:in plastic Following un-wrapp'ingand end preparation, the cores were allowed to cure in accordance with ASTM C 42.

until thetime of test, as requested:

.Age..of specimens, notproviaed I certify.

ulsts and/oranalyses tobe correctfas contained in the records of S&ME, Inc.

Signed! Quali~y Assurance Ma~ar Projects Date:

NOV 16 2009 1413 Topside Road Louisville, Tennessee 37777 Phone:, 665L970-0063 Fax. 865-9764312.

4s&ME Certified Materials Test Report Client:

Progress Energy Material:

Containment Cores Project:

Crystal River Source:

Onit.3-Core 63 (Az 30, El 230-220, Panel H)

S&ME Project No.,:

1439-08-208 Quantity:

1 concrete core (shipped in I section)

Contract/P.O. No.:

373812 Amendment 8, Date Received /Tested; November 10,20094 November 15, 2009 S&ME Log NO.:

09-150-004 Modu!us.of: Elasticity and Poisson's Ratio, (ASTM C 469 and ASTM C 42)

Chord:

Diameter Lengto Modulus of (in)

(in)

Elasticity (psi):

3.68 7:3 3.30 x 106 Notes:

SCore was received wrapped and sealed in plastic Following.un-wrapping and end pre0*iation, the c.oreswer6 allowed to cure in accordance with ASTM C 42 until the tlme of test; asrequested Ageof specimens, not provided Specimen was loaded toapproximately 40% of the ultimateload of.Specimen 63-1 as shown below,.

Notes:

Core was~received wrapped and sealed in plastic.

Following un-wrapping and end preparation, the cores were allowed,to cure in accordance'with ASTMC 42 until.the time of:test, as requested Age of specimens,.not provided Icertiytba s

f testsa nal ses

,ab'correct as contained in.the records of S&ME, Inc; Signed:*

Date:

NOV 16 20096 Quality Assurance 0;gef9

• .clear Projects*

Phone: 865-970-0003,Fax: 865-970M2312 1413 Topside Road Louisville, Tennessee 37777.

1. S&ME Quality Assurance Document Transmittal Sheet Form No: 17.1-5 Revision I Revision Date 8/24/08 0-0 Date:

November 19, 2009 Procurement Document Type:

S&ME Project No.:

1439-08-208 Transmittal No.: 09-208-04 El Contract El Revision El Purchase Order FI Amendment El El Service Agreement Other Client:

Progress Energy Florida Submitted To:

Name:

Address:

Email:

Phone No.:

Fax No:

Craig Miller Progess Enery Florida, Inc.

15760 West Powerline Street Crystal River, Florida 34428-6708 craid.mi~ller(~pgnmail.com (352) 563-2943 Ext. 1526 Document Date Rev.

Copies CMTR - Core 16 (Az135, E 210-200, Panel M) Sample 09-147-001 11/19/09 0

1 CMTR - Core 40 (Az 210, El 210-200, Panel N) Sample 09-150-001 11/19/09 0

1 CMTR - Core 60 (Az 165, El 120-110, Panel Q) Sample 09-155-001 11/19/06 0

1 CMTR - Core 63 (Az30, El 230-220, Panrl H) Sample 09-150-004 11/19/09 0

1 CMTR - Core 65 (RB External Wall, Az 30, El 200-190, Panel Q) Sample 09-150-002 11/19/09 0

1 CMTR - Core 66 (RB External Wall, Az 30, El 180-170, Panel W) Sample 09-150-003 11/19/09 0

1 NOTHING F November 19, 2009 Qu~A rahys nce*-.

Date RECEIPT ACKNOWLEDGEMENT Received by:

Date:

Return a copy to:

S&ME, Inc.

John W. Coffey, Sr., Q A Manager Nuclear Projects, 1413 Topside Road, Louisville, Tennessee 37777 Phone No.:

(865) 970-0003 Fax No.:

(865) 970-2312 S&ME, Inc. - Knoxville 1413 Topside Road, Lousville, Tennessee 37777 Page lof Pagest

SS&ME Certified Materials Test Report Client:

Progress Energy Material:

Containment Cores Project:

Crystal River Source:

Unit 3-Core 16 (Az 135. El 210-200, Panel M)

S&ME Project No.:

1439-08-208 Quantity:

I concrete core (shipped in 2 sections)

Contract/P.O. No.:

373812 Amendment 8 Date Received / Tested:

November 9, 2009 / November 11-18, 2009 S&ME Log No.:

09-147-001 Density, Absorption, and Voids in Hardened Concrete (ASTM C 642-06)

Property Core 16 Absorption after immersion, %

6.4 Absorption after immersion and boiling, %

6.6 Bulk density, dry 2.18 Bulk density after immersion 2.32 Bulk density after immersion and boiling 2.32 Apparent density 2.54 Volume of permeable pore space (voids), %

14.4 Notes:

Cores were received wrapped and sealed In plastic Age of specimens, not provided I certify ao ults of tets and/or analyses to be correct as contained in the records of S&ME, Inc.

Signed:

Date:

NOV 1 9 2009 Quality Assurance Manaokue ~ Projects 1413 Topside Road Louisville, Tennessee 37777 Phone: 865-970-0003 Fax., 865-970-2312

• S&ME Certified Materials Test Report Client:

Progress Energy Material:

Containment Cores Project:

Crystal River Source:

Unit 3-Core 40 (Az 210. El 210-200, Panel N)

S&ME Project No.:

1439-08-208 Quantity:

1 concrete core (shipped in 3 sections)

Contract/P.O. No.:

373812 Amendment 8 Date Received / Tested:

November 10, 2009 / November 11-1 B, 2009 S&ME Log No.:

09-150-001 Density, Absorption, and Voids in Hardened Concrete (ASTM C 642-06)

Property Core 40-2 Remnant Core 40-3 Remnant Absorption after immersion, %

7.0 6.6 Absorption after immersion and boiling, %

7.6 7.3 Bulk density, dry 2.15 2.16 Bulk density after immersion 2.29 2.31 Bulk density after immersion and boiling 2.31 2.32 Apparent density 2.56 2.57 Volume of permneable pore space (voids), %

16.2 15.8 Notes:

Cores were received wrapped and sealed in plastic Age of specimens, not provided I certify the above results of tests and/or analyses to be correct as contained in the records of S&ME, Inc.

Signe*:

Date:

NOV 1 9 -003 Qua'iTy Assurance Ma~fgW*.*ear Projects 1413 Topside Road Louisville, Tennessee 37777 Phone: 865-970-0003 Fax., 865-970-2312

• S&ME Certified Materials Test Report Client:

Progress Energy Material:

Containment Cores Project:

Crystal River Source:

Unit 3-Core 60 (Az 165. El 120-110)

S&ME Project No.:

1439-08-208 Quantity:

1 concrete core (shipped in 1 section)

Contract/P.O. No.:

373812 Amendment 8 Date Received /Tested:

November 13, 2009 / November 13-19, 2009 S&ME Log No.:

09-155-001 Density, Absorption, and Voids in Hardened Concrete (ASTM C 642-06)

Property Core 60-1 Core 60-2 Absorption after immersion, %

6.3 6.5 Absorption after immersion and boiling, %

6.7 6.8 Bulk density, dry 2.12 2.11 Bulk density after immersion 2.25 2.25 Bulk density after immersion and boiling 2.26 2.26 Apparent density 2.47 2.47 Volume of permeable pore space (voids), %

14.2 14.4 Notes:

Cores were received wrapped and sealed in plastic Age of specimens, not provided I ce results of tests and/or analyses to be correct as contained in the records of S&ME, Inc.

Signed:

Date:

NO0V 1 ua ty Assurance Ma ar Projects 1413 Topside Road Louisville, Tennessee 37777 Phone: 865-970-0003 Fax: 865-970-2312

1. S&ME Certified Materials Test Report Client:

Progress Energy Material:

Containment Cores Project:

Crystal River Source:

Unit 3-Core 63 (Az 30, El 230-220, Panel H)

S&ME Project No.:

1439-08-208 Quantity:

I concrete core (shipped in I section)

Contract/P.O. No.:

373812 Amendment 8 Date Received / Tested:

November 10, 2009/ November 11-18, 2009 S&ME Log No.:

09-150-004 Density, Absorption, and Voids in Hardened Concrete (ASTM C 642-06_

Property Core 63 Absorption after immersion, %

6.4 Absorption after immersion and boiling, %

6.7 Bulk density, dry 2.17 Bulk density after immersion 2.31 Bulk density after immersion and boiling 2.32 Apparent density 2.54 Volume of permeable pore space (voids), %

14.6 Notes:

Cores were received wrapped and sealed in plastic Age of specimens, not provided I conjeaove results of tests and/or analyses to be correct as contained in the records of S&ME, Inc.

Signed.

Date:

NOV 19.2009 Qlalify Agsdiance VAJA Ny lear Projects Phone: 865-970-0003 Fax: 865-970-2312 1413 Topside Road Louisville, Tennessee 37777

S&ME Certified Materials Test Report Client:

Progress Energy Material:

Containment Cores Project:

Crystal River Source:

Unit 3-Core 65 (RB External Wall, Az 30, El 200-190, Panel Q)

S&ME Project No.:

1439-08-208 Quantity:

I concrete core (shipped in 1 section)

Contract/P.O. No.:

373812 Amendment 8 Date Received /Tested:

November 10, 2009/ November 11-18, 2009 S&ME Log No.:

09-150-002 Density, Absorption, and Voids in Hardened Concrete (ASTM C 642-06 Property Core 65 Absorption after immersion, %

7.1 Absorption after immersion and boiling, %

7.9 Bulk density, dry 2.14 Bulk density after immersion 2.29 Bulk density after immersion and boiling 2.30 Apparent density 2.57 Volume of permeable pore space (voids), %

16.9 Notes:

Cores were received wrapped and sealed in plastic Age of specimens, not provided I ce iýI e abtsts eand/or analyses to be correct as contained in the records of S&ME, Inc.

Signed:*

Date:

NOV 19 MaZ*9.

uality Assurance Maadg'0 N11a*

Projects Phone: 865-970-0003 Fax: 665-970-2312 1413 Topside Road Louisville, Tennessee 37777

S&ME Certified Materials Test Report Client:

Progress Energy Material:

Containment Cores Project:

Crystal River Source:

Unit 3-Core 66 (RB External Wall, Az 30, El 180-170, Panel W S&ME Project No.:

1439-08-208 Quantity:

1 concrete core (shipped in 1 section)

Contract/P.O. No.:

373812 Amendment 8 Date Received /Tested:

November 10, 2009 / November 11-18, 2009 S&ME Log No.:

09-150-003 Density, Absorption, and Voids in Hardened Concrete (ASTM C 642-06)

Property Core 66 Absorption after immersion, %

6.8 Absorption after immersion and boiling, %

7.3 Bulk density, dry 2.16 Bulk density after immersion 2.30 Bulk density after immersion and boiling 2.32 Apparent density 2.56 Volume of permeable pore space (voids), %

15.8 Notes:

Cores were received wrapped and sealed in plastic Age of specimens, not provided the abo sults of tests and/or analyses to be correct as contained in the records of S&ME, Inc.

Signed:

Date:

NOV 1 9 M Quality Assurance I1 er1clear Projects 1413 Topside Road Louisville, Tennessee 37777 Phone: 865-970-0003 Fax., 865-970-2312

-/ýý ýV

$S&ME Quality Assurance Document Transmittal Sheet Form No: 17.1-5 Revision 1 Revision Date 8/24/08 Date:

December 1, 2009 Procurement Document Type:

Client:

Progress Energy Florida S&ME Project No.:

1439-08-208 Transmittal No.: 09-208-06 El Contract

[] Revision LI Purchase Order LI Amendment El Service Agreement

[] Other Submitted To:

Name:

Craig Miller Address:

Progress Energy Florida, Inc.

15760 West Powerline Street Crystal River, Florida 34428-6708 Email:

Phone No.:

Fax No:

craid. millerap n mail. corn (352) 563-2943 Ext. 1526 Document Date Rev.

Copies CMTR - Core 31 (Az21 0, El 220-210, Panel K) Sample No. 09-169-001 12/01/09 0

1 CMTR - Core 45 (Az 105, El 220-210, Panel L) Sample No. 09-169-002 12/01/09 0

1 NOTHING FOLLOWS December 1, 2009 Date RECEIPT ACKNOWLEDGEMENT Received by:

Date:

Return a copy to:

S&ME, Inc.

John W. Coffey, Sr., Q A Manager Nuclear Projects, 1413 Topside Road, Louisville, Tennessee 37777 Phone No.:

(865) 970-0003 Fax No.:

(865) 970-2312 S&ME, Inc. - Knoxville 1413 Topside Road, Lousville, Tennessee 37777 Page of Pages

$S&ME Certified Materials Test Report Client:

Progress Energy Material:

Containment Core Project:

Crystal River Source:

Unit 3-Core 31 (Az 210. El 220-210, Panel K)

S&ME Project No.:

1439-08-208 Quantity:

1 concrete core (shipped in 1 section)

Contract/P.O. No.:

373812 Amendment 8 Date Received /Tested:

November 25 2009 / November 30, 2009 S&ME Log No.:

09-169-001 Compressive Strength (ASTM C 39 and ASTM C 42).

Core Diameter Area Before Cap After Cap Idnfcaoe (ia e (in2)

Length Length Identification (in)

(in)

(in) 31 1.74 2.38 3.2

3.4 Notes

The core was received wrapped and sealed in plastic. The core remained in this condition until end conditions were prepared on the requested day of test, Monday, November 30, 2009.

Age of specimens, not provided I certify the above results of tests and/or analyses to be correct as contained in the records of S&ME, Inc.

e Date:

DEC 1 2009 Quality Assurance MK fliiciar Projects Phone: 865-970-0003 Fax: 865-970-2312 1413 Topside Road Louisville, Tennessee 37777

U

• S&ME Certified Materials Test Report Client:

Progress Energy Material:

Containment Core Project:

Crystal River Source:

Unit 3-Core 45 (Az 105. El 220-210, Panel L)

S&ME Project No.:

1439-08-208 Quantity:

1 concrete core (shipped in 2 sections)

Contract/P.O. No.:

373812 Amendment 8 Date Received / Tested:

November 25 2009 / November 30, 2009 S&ME Log No.:

09-169-002 Compressive Strength (ASTM C 39 and ASTM C 42)

Area Before Cap After Cap L/D Maximum Core Diameter (in2)

Length Length Ratio Load Results Average Identification (in)

(in) ((in)

(Ibs)

Result 45-1 1.75 2.41 3.3 3.5 2.00 20,030 8,310 psi 8,640 psi 45-2 1.74 2.38 3.0 3.2 1.84 21,360 8,970 psi Notes:

The cores were received wrapped and sealed in plastic. The cores remained in this condition until end conditions were prepared on the requested day of test, Monday, November 30, 2009.

Age of specimens, not provided I certiýL.+/-he.aý9ve results of tests and/or analyses to be correct as contained in the records of S&ME, Inc.

Signed:

Date:

DEC 1 2009 Quality Assu~rance~~3~4uclear Projects Phone: 865-970-0003 Fax: 865-970-2312 1413 Topside Road Loulsville, Tennessee 37777

• S&ME Quality Assurance Document Transmittal Sheet R

Forn No: 17.1-5 Revision I evision Date 8/24/08

'1"I M

Date:

November 24, 2009 Procurement Document Type:

Client:

Progress Energy Florida S&ME Project No.:

1439-08-208 Transmittal No.: 09-208-05

[E Contract El Revision FI Purchase Order 0 Amendment El El Service Agreement Other Submitted To:

Name:

Address:

Email:

Phone No.:

Fax No:

Craig Miller Progress Energy Florida, Inc.

15760 West Powerline Street Crystal River, Florida 34428-6708 craid. millertpgnmail.com (352) 563-2943 Ext. 1526 Document Date Rev.

Copies CMTR - Core 59 (Az175, East Side of Equipment Hatch Shield Wall) 11/24/09 0

1 Sample No. 09-160-001 CMTR - Core 59 (Az 175, East Side of equipment hatch Shield Wall) ASTM C 642-06 11/24/09 0

1 Sample No. 09-160-01 VHING FOLLOWS Quality As'su November 24, 2009 Date RECEIPT ACKNOWLEDGEMENT Received by:

Date:

Return a copy to:

S&ME, Inc.

John W. Coffey, Sr., Q A Manager Nuclear Projects, 1413 Topside Road, Louisville, Tennessee 37777 Phone No.:

(865) 970-0003 Fax No.:

(865) 970-2312 S&ME, Inc. - Knoxville 1413 Topside Road, Lousville, Tennessee 37777 Page of Pages

• S&ME Certified Materials Test Report Client:

Progress Energy Material:

Containment Cores Project:

Crystal River Source:

Unit 3 - Core 59 (Az 175, East Side of Equipment Hatch Shield Wall)

S&ME Project No.:

1439-08-208 Quantity:

1 concrete core (shipped in I section)

Contract/P.O. No.:

373812 Amendment 8 Date Received / Tested:

November 16, 2009 / November 23, 2009 S&ME Log No.:

09-160-001 Modulus of Elasticity and Poisson's Ratio (ASTM C 469 and ASTM C 42)

Chord Core Diameter Length Modulus of Poisson's Identification (in)

(in)

Elasticity (psi)

Ratio 59 modulus 3.68 7.4 3.35 x 10P 0.25 Core was received wrapped and sealed in plastic Following assignment of tests, un-wrapping and end preparation, the cores were allowed to cure in accordance with ASTM C 42 until the time of test, as requested Age of specimens, not provided Specimen was loaded to approximately 40% of the ultimate strength of 6,000-psi as provided by Progress Energy since no companion specimen was available.

. Notes:

Notes:

Core was received wrapped and sealed in plastic Following assignment of tests, un-wrapping and end preparation, the cores were allowed to cure in accordance with ASTM C 42 until the time of test, as requested Age of specimens, not provided I certify th abe results of tests and/or analyses to be correct as contained in the records of S&ME, Inc.

Signed:

Date:

24 ZOO.9 Quality Assurance k euclear Projects 1413 Topside Road Louisville, Tennessee 37777 Phone: 865-970-0003 Fax: 865-970-2312

AILlfink'&ME

70.

Certified Materials Test Report Client:

Progress Energy Material:

Containment Cores Project:

Crystal River Source:

Unit 3-Core 59 (Az 175, East Side of Equipment Hatch Shield Wall)

S&ME Project No.:

1439-08-208 Quantity:

1 concrete core (shipped in 1 section)

Contract/P.O. No.:

373812 Amendment 8 Date Received/Tested:

November 16, 2009 / November 18-24, 2009 S&ME Log No.:

09-160-001 Density, Absorption, and Voids in Hardened Concrete (ASTM C 642-06)

Property Core 59 Absorption after immersion, %

6.7 Absorption after immersion and boiling, %

6.9 Bulk density, dry 2.10 Bulk density after immersion 2.24 Bulk density after immersion and boiling 2.25 Apparent density 2.46 Volume of permeable pore space (voids), %

14.5 Notes:

Cores were received wrapped and sealed in plastic Age of specimens, not provided I certiofteYe results of tests and/or analyses to be correct as contained in the records of S&ME, Inc.

Signed:

e,&**

Date:

NOV 2 4 2009 Quality Assurance MvnageTrNuclear Projects Phone: 865-970-0003 Fax: 865-970-2312 1413 Topside Road Louisville, Tennessee 37777