LIC-16-0044, Calculation FC08499 Evaluation of FCS Concrete Compressive Strength Test Data
| ML16165A029 | |
| Person / Time | |
|---|---|
| Site: | Fort Calhoun  |
| Issue date: | 06/01/2016 |
| From: | Westrum A Omaha Public Power District |
| To: | Office of Nuclear Reactor Regulation |
| Shared Package | |
| ML16165A032 | List: |
| References | |
| LIC-16-0044 FC08499, Rev 0 | |
| Download: ML16165A029 (134) | |
Text
LIC-16-0044 Page 1 Attachment 3 Calculation FC08499 Evaluation of FCS Concrete Compressive Strength Test Data
Design Analysis I Last Page No.
- 133 Analysls No.: , FC08499 Revision: 2 0 Major l8l MinorD Tttle:
- Evaluation of FCS Concrete Compressive Strength Test Data EC/ECR No.:* 58239 Revision:* 0 Station(s): 1 FCS Component(s): ,.
Unit No.:* 1 AE-AUX AE-CON Dlsclpllne:
- smc CONTAINMENT Descrip. Code/Keyword: 10 STRC AE-AUX-RCA !
Safety/QA Class: ,, Safety Related System Code: 12 AE Containment Structure:,.
Auxiliary Building CONTROLLED DOCUMENT REFERENCES 1*
Document No.: From/To Document No.: From/To USAR-5.2 To FC08452 To Section 3.3 References [5] through [51] From Is this Design Analysis Safeguards Information? 1* YesD No 181 If yes, see SY-M-101-106 Does this Design Analysis contain Unverified Assumptions? 17 YesD No l8J If yes, ATl/AR#:
This Design Analysis SUPERCEDES: 1e N/A in its entirety.
Description of Revision (lfst changed pages When all pages of original analysis were not changed): 1" Original Issuance
- This calculation is tied to the affected documents list within EC 58239 and will not be issued until the relevant updates proposed in LIC-15-0142 are complete.
Preparer: 20 Andrew Westrum Print Name ~
.d'd Si!'ll1Name
,, 6/1/2016 Datto Method of Review: 21 Detailed Review [gJ Alternate Calcu~) D Testing D Reviewer: 22 Tyler Knuth nm! I - ;e;.. 6/1/2016 Peerre~D Print Name Sign Name o.>11!
Review Notes: zi Independent review 121 (For Eiolemal Analyses Only)
External Approver: 2* NIA NIA N/A P!lntNarm Sign Name Da!e Exelon Reviewer: ., NIA NIA NIA Print Name SlgnNama Data D
Independent 3rt1 Party Review Reqd? Yes
_/_2/JL 20 Exelon Approver: 71 Sj.~ Qve~ No [gj
(/,l~lt' Plin!Name - 1 v- r - Sign Name Date EAG Reviewed
{ifcJ W N\t( Af 't lo[~ Jl(p Initial Date
Galculation No.: FC08499 Rev. 0 Page 2of133 Evaluation of FCS Concrete Compressive Strength Test Data ATTACHMENT 8 (CC-AA-309-1001)
Three-pass Review Instructions and Checkllst Page 1of3 The concept behind a multiple pass review structure is to reduce the number of errors by increasing the probability of a more thorough, focused and complete review of the product. It provides a structure that ensures a methodical approach is taken for technical reviews. The targeted questions below are focused on design analyses (with reference section numbers indicated) and any associated configuration changes, but the overall process may also be applied to other technical products.
General Instructions: For any attributes answered no, provide comments to the preparer that will result in the attribute being appropriately addressed in the final product. Use this guidance with Attachments 4 and 5 guidance to complete a quality review.
Product Ref# (Cale#, EC#, etc.) FC08499 Rev. O 191 Pass Attributes - General Overview The goal of the overview pass is to do a first read of the product to get an understanding of what it is trying to solve or create and to develop a review plan without an in depth review of the details. When you complete this pass you should understand the scope of the analysis and have a focus for your review. (Numbers in parenthesis refer to steps in this T&RM)
Yes No Attribute 00 D The purpose/scope is clear and well defined. You should be able to understand the purpose without resorting to consultation with the preparer. (4.3.2)
[lJ D The reason or need for the product is clearly discussed. (4.3.2) 00 D You possess the proper knowledge and skill sets needed for the review.
f If additional expertise is needed, then those reviews have been scheduled to ensure that appropriate knowledgeable "experts" are I
I utilized for reviews.
~ D I The Methodology is appropriate for the purpose and scope of th~
document, and is clearly documented.
- Calculation No.: FC08499 Rev. O Page 3 of133 Evaluation of Fcs*concrete Compressive Strength Test Data ATTACHMENT 8 (CC-AA-309-1001)
Three-pass Review Instructions and Checklist Page 2 of 3 2nd Pass Attributes - Technjcal Review The goal of the second pass is to validate the technical details associated with the analysis to ensure that the technical content of the product is accurate, complete and achieves the intended purpose. This is the detailed review that verifies the inputs, critical parameters, and numerical results. You should not have to consult with the preparer to complete this review. Any clarification required from the preparer should resu It .m chan :Jes to th e fi1naI prod uct. Al so see attri'b utes on A ttach mens t 4&5 Yes No Attribute
~ D Input Parameters are clearly listed, defined with source documentation.
~ D The Inputs are valid and are referenced to a quality documented reference.
~ D Assumptions are reasonable and well documented.
~ D The Methodology is appropriate and Equations Used have been verified- Ensure orooer methodoloav & units D [ii If an Alternate Calculation Tools or Methods was used as the review method, then that analysis has been attached to the final document
~ D The Numerical calculations and computations have been verified correct- validate the numbers
~ D The acceptance criteria is consistent with the Design Basis, Design Standards and applicable codes.
~ D I Does the analysis consider new potential failure modes and disposition them as aooropriate? If none are indicated, is this aooropriate?
~ D 1 Does the product consider the most limiting or bounding design basis I conditions?
I l
~ D Are the results consistent with actual plant response and do they appear reasonable?
[81 D l Does the conclusion clearly support the purpose as described?
Calculation No.: FC08499 Rev. 0 Page4 of133 Evaluation of FCS Concrete Compressive Strength Test Data ATTACHMENT 8 (CC-AA-309-1001)
Three-pass Review Instructions and Checklist Page 3 of 3 3rd Pass Attributes - Administrative The goal of this final pass is to ensure that the product content is clear and contains the appropriate level of detail, the format is in accordance with established procedures and expectations and no format or content errors exist.
Final document must meet Records Management criteria as given in RM-M" 108.
I Yes I No Attribute
~
~ D Check references- are they the correct rev 00 D Check procedures used" are they the correct rev 0 D Check for Spellino Errors, Punctuation and Grammar IBJ D Check for simplicity and readability
[El D Are the proper forms included in the document and filled out correctly
~ D Check Page and Attachment Numbering
~ D Right Boxes Checked on Forms 0 D Proper process has been used, Major Rev, Minor Rev, EC/ECR etc.
IB D Appropriate boxes are signed off or marked N/A
~ D Appropriate definition and use of abbreviations and acronyms Reviewer: Tyler Knuth
- Print I Signature
~ 6/1/2016 Date
Calculation No.: FC08499 Rev. 0 Page 5of133 Evaluation of FCS Concrete Compressive Strength Test Data TABLE OF CONTENTS 1.0 Purpose, Methodology, and Justification .......................................................................... 6 1.1 Purpose ................................................................................................................................. 6 1.2 Methodology ......................................................................................................................... 7 1.3 Justification .......................................................................................................................... 8 2.0 Scope ......................................................................................................................................... 9 3.0 Inputs/References ................................................................................................................. 10 3.1 Commitments ..................................................................................................................... 10 3.2 Operating Experience ....................................................................................................... 10 3.3 References .......................................................................................................................... 11 4.0 Assumptions .......................................................................................................................... 15 4.1 Engineering Judgement. .................................................................................................. 15 5.0 Analysis .................................................................................................................................. 16 6.0 Results & Conclusions ........................................................................................................ 68 7.0 Design Basis, Licensing Basis and/or Operating Document Changes ...................... 69 8.0 List of Attachments .............................................................................................................. 70 .1 .................................................................................................................................. 71 .2 .................................................................................................................................. 76
Calculation No.: FC08499 Rev. 0 Page 6of133 Evaluation of FCS Concrete Compressive Strength Test Data 1.0 Purpose, Methodology, and Justification 1.1 Purpose The FCS Containment Structure was originally designed using Class A concrete (specified as compressive strength 5000 psi [4]). Other Class I structures (i.e.
the Auxiliary Building, Intake Structure, and non-shell portions of the Containment Building) were originally designed using Class B concrete (specified as compressive strength 4000 psi [4]) [5].
The results of this calculation supports the Licensing Amendment Request (LAR), LIC-15-0142 [1] request to allow reinforced concrete structures located in specified areas of the Auxiliary Building (AB) and Containment Internal Structure (CIS) to be evaluated using concrete compressive strength based on actual 28-day test data while meeting the strength testing requirements of the FCS licensing basis concrete building code ACI 318-63 Section 504 [60] in lieu of the original specified value (i.e. 4000 psi for Class B concrete). This is appropriate as original test data shows that the actual 28-day compressive strength of the concrete exceeds the original specified value.
The AB and CIS are defined in reference [1]. CIS includes the Reactor Cavity and Compartments.
Calculation No.: FC08499 Rev. 0 Page 7of133 Evaluation of FCS Concrete Compressive Strength Test Data 1.2 Methodology The concrete strength for the proposed licensing basis (PLB) will be determined through application of FCS licensing basis concrete Building Code ACI 318-63 Section 504(c) [60], which specifies the use of the 28-day laboratory-cured concrete strength test data. Specifically, one concrete strength will be established for the Auxiliary Building and one concrete strength will be established for Containment Internal Structures. The methodology to be used is as follows:
- Concrete compressive strength test data specific to the AB and CIS will be retrieved and logged.
o A rolling average will be calculated for five consecutive strength tests for WSO (ACI 318-63 Section 504(c)(1 )).
- A rolling average will be calculated for three consecutive strength tests for USO (ACI 318-63 Section 504(c)(2)).
- The 20th percentile of the rolling average strengths will be calculated for WSO (ACI 318-63 Section 504(c)(1 )).
- The 10th percentile of the rolling average strengths will be calculated for USO (ACI 318-63 Section 504(c)(2)).
- The minimum of the rolling average strengths for WSO and USO, not more than the 20th and 10th percentile for WSO and USO accordingly, will be used as the new design basis concrete strength.
- If more than the indicated permissive percentage is below the specified strength, the procedures of ACI 214-65 will be employed to determine if the average strength being calculated is adequately in excess of the specified strength (ACI 318-63 Section 504(c)(*)).
- This new design basis concrete strength will be limited to no greater than the 95% confidence level of all test data analyzed for each specific structure (additional conservatism beyond ACI 318-63 requirements).
Calculation No.: FC08499 Rev. 0 Page 8of133 Evaluation of FCS Concrete Compressive Strength Test Data 1.3 Justification The actual concrete strengths determined with the methodology prescribed in Section 1.2 satisfies the strength testing requirements of ACI 318-63 [60]. As defined in Section 301 of ACI 318-63, "Compressive strength shall be determined by test of standard 6-in. x 12-in. cylinders made and tested in accordance with ASTM specifications at 28 days or such earlier age as concrete is to receive its full service load or maximum stress." [60]
Per ACI 318-63 Section 504(a), "Specimens made to check ... strength of concrete or as a basis for acceptance of concrete shall be made and laboratory-cured in accordance with ... (ASTM C31) .... Strength tests shall be made in accordance with ... (ASTM C39)." [60] ACI 318-63 Section 504 also states, "Additional test specimens cured entirely under field conditions may be required by the Building Official to check adequacy of curing and protection of the concrete." [60] Test specimens cured entirely under field conditions are not specified for the determination of concrete compressive strength.
In regard to the use of rolling average calculations for data analysis, FCS licensing basis concrete Building Code ACI 318-63 Section 504(c) specifies, "To conform to the requirements of this code:
For Working Stress Design:
- 1. For structures designed in accordance with Part IV-A of this code, the average of any five consecutive strength tests of the laboratory-cured specimens representing each class of concrete shall be equal to or greater than the specified strength, fc', and not more than 20 percent of the strength tests shall have values less than the specified strength.
For Ultimate Strength Design:
- 2. For structures designed in accordance with Part IV-B of this code, and for prestressed structures the average of any three consecutive strength tests of the laboratory-cured specimens representing each class of concrete shall be equal to or greater than the specified strength, fc', and not more than 10 percent of the strength tests shall have values Jess than the specified strength."
Limiting the determined strength to the 95% confidence level is an additional means of establishing a high level of confidence in the new design basis strengths.
Calculation No.: FC08499 Rev. 0 Page 9of133 Eyaluation of FCS Concrete Compressive Strength Test Data EPRI Guidance To gain further insight in determining an appropriate confidence level to use for the statistical evaluation, EPRI NP-6041-SL, "A Methodology for Assessment of Nuclear Power Plant Seismic Margin," [61] is used for guidance in determining acceptable industry practice. Even though specifics and methodologies used for seismic margin calculations are not specific to this calculation, NP-6041-SL [61]
does provide insight into the reasoning for the use of the 95% confidence level.
As indicated in section 6 of NP-6041-SL [61], under "Material Properties," the use of the 95% value corresponding to the exceedance probability of actual strength test data is considered a conservative value to use when sufficient data is available to derive meaningful statistical values.
Additionally, the use of the 95% confidence level has been widely used throughout the nuclear industry, and previously suggested and approved by the NRC for many specific topics, as an acceptable threshold level in defining variables with associated uncertainties.
Detailed investigations have been undertaken of the placement of concrete and the specific materials used and their location in the AB and CIS. Coupled with the methodology described in Section 1.2 which satisfies the testing requirements of ACI 318-63 [60], the use of concrete compressive strength based on actu.al 28-day test data is warranted and acceptable.
2.0 Scope The statistical evaluation performed in this calculation will establish the concrete compressive strength based on actual 28-day test data used in the construction of the AB and CIS as discussed in section 1.0 of this calculation.
Calculation No.: FC08499 Rev. 0 Page 10of133 Evaluation of FCS Concrete Compressive Strength Test Data 3.0 Inputs/References Data retrieval for this calculation began with document title searches performed on the FCS server using the keywords "compressive" and "concrete" in separate searches. The search output files' titles were manually reviewed for potentially useful documents.
A total of 240 unique WIP files were identified as being potentially useful. Each of those 240 files were reviewed for Class B concrete compressive strength test data. A table listing the 240 WIP files reviewed is included as Attachment 8.1 of this calculation.
A quantity of 912 unique samples, or set numbers, were identified within the WIP files reviewed as being used in the construction of FCS Nuclear Plant. A comprehensive list of these 912 sets is included within Section 5.0 of this calculation. All data contained within the list of 912 sets can be found within References [54] - [59] and is shown in Attachment 8.2. The remaining WIP files that were reviewed include duplications of the set data but do not include any additional unique set data and are therefore not included in the Reference section of this calculation.
3.1 Commitments Licensing Amendment Request (LAR), LIC-15-0142 [1], proposes the use of actual concrete strength based on 28-day test data to be used in the design basis analysis of the AB and CIS. This calculation supports that proposal.
3.2 Operating Experience A search of operating Experience (OE) in the NRC OE database was conducted by using following search terms: "concrete strength" and "compressive strength."
The search identified Memorandum ML023290377, Reference [3], which discusses the use of 28-day concrete compressive strength test data for the design basis evaluation of the CIS for DC Cook Units 1 and 2 in Section 5.1 of the document. Upon review of Reference [3], it is apparent that a similar methodology as is described within Section 1.2 of this calculation has been implemented and accepted by the NRC for use in at least one other nuclear power generation plant.
The search also identified NRC Information Notice 2012-17, reference [2],
detailing three instances of" Inappropriate Use of Age-Hardened Concrete Compressive Strength." This calculation as well as Reference [1] are making no request for the use of increased concrete strength due to age-hardening.
Calculation No.: FC08499 Rev. 0 Page 11 of 133 Evaluation of FCS Concrete Compressive Strength Test Data 3.3 References Plant and Regulatory Documents
[1] LIC-15-0142, dated 12/23/2015, "Supplement of License Amendment Request 15-03; Revise Current Licensing Basis to Use ACI Ultimate Strength Requirements."
[2] NRC Information Notice 2012-17, dated 9/6/2012, "Inappropriate Use of Certified Material Test Report Yield Stress and Age-Hardened Concrete Compressive Strength in Design Calculations."
[3] NRC Memorandum ML023290377, "Donald C. Cook Nuclear Plant, Units 1 and 2 - Response to Task Interface Agreement (TIA 2001-15)
Regarding Evaluation of Containment Structure Conformance to Design-Basis Requirements (TAC Nos. MB3603 and MB3604)."
[4] Omaha Public Power District Contract 759, "Concrete Structures, Containment, Structural Steel and Miscellaneous Facilities."
Plant Drawings
[5] 11405-S-47 Sheet 1, Rev 15, "AUXILIARY BUILDING FOUNDATION PLAN ELEV 989FT OIN, OUTLINE, SHEET 1" (F/N 16432).
[6] 11405-S-48 Sheet 1, Rev 2, "AUXILIARY BUILDING FOUNDATION PLAN ELEV 989FT OIN, OUTLINE, SHEET 2" (F/N 16433).
[7] 11405-S-49 Sheet 1, Rev 11, "AUXILIARY BUILDING FOUNDATION PLAN ELEV 971 FT OIN OUTLINE, SHEET 3" (F/N 16434 ).
[8] 9304-B Sheet 1, Rev 0, "REACTOR PLANT, POUR RP-5A, RP-5B AND RP-5C, ELEV 9 93 FT 10 IN TO 998 FT 0 IN" (F/N 7606).
[9] 9305-B Sheet 1, Rev 3, "REACTOR PLANT, RP-9, ELEV 1002 FT 3 IN TO 1012 FT 0 IN" (F/N 7607).
[10] 9306-B Sheet 1, Rev 1, "REACTOR PLANT, RP-10, RP-10A, RP-10A, ELEV 993 FT 10 IN TO 1Q05 FT 10 IN" (F/N 7608).
[11] 9312-B Sheet 1, Rev 1, "REACTOR PLANT, RP-14A, RP-14B, ELEV 1Q12FT 10IN TO 1Q28FT SIN" (F/N 7612).
[12] 9315-B Sheet 1, Rev 2, "REACTOR PLANT, RP-16A, ELEV 1Q28FT 51N TO 1038FT 4 IN" (F/N 7614).
[13] 9316-B Sheet 1, Rev 2, "REACTOR PLANT, RP-16B, ELEV 1028FT 51N TO 1038FT 4 IN" (F/N 7615).
[14] 9317-B Sheet 1, Rev 0, "REACTOR PLANT, RP-16C, ELEV 1028FT 51N AND 1029FT QIN TO 1Q38FT 41N" (F/N 7616).
[15] 9319-B Sheet 1, Rev 1, "REACTOR PLANT, RP-17B AND RP-17C, ELEV 1Q38FT 41N TO 1044 FT 1QIN" (F/N 7617).
[16] 70Q3-C Sheet 1, Rev 0, "AUXILIARY BUILDING, WALL POUR W-4 AT ELEV 97QFT 1Q IN" (F/N 7641).
[17] 7004-C Sheet 1, Rev 0, "AUXILIARY BUILDING WALL POUR V'/-5 AT ELEV 970FT 101 N" (F/N 7642). ,
Calculation No.: FC08499 Rev. 0 Page 12of133 Evaluation of FCS Concrete Compressive Strength Test Data
[18] 7QQ5-C Sheet 1, Rev Q, "AUXILIARY BUILDING WALL POUR W-8 AND W-8A, COLUMN C-1, C-2 AT ELEV 97QFT 10IN" (F/N 7643).
[19] 7Q15-C Sheet 1, Rev 1, "AUXILIARY BUILDING WALL POUR AX-1 Q, AX-12, AX-14 FROM ELEV 988FT 1QIN TO 1QQ7FT QIN" (F/N 7654).
[2Q] 7Q16-C Sheet 1, Rev 1, "AUXILIARY BUILDING WALL POUR AX-57, AX-58, AX-59, AX-6Q, AX-62 FROM 988FT 1QIN TO 1QQ9FT QIN" (F/N 7655).
[21] 7Q17-C Sheet 1, Rev Q, "AUXILIARY BUILDING WALL POUR AX-65, AX-66 FROM 988 FT 1QIN TO 1Q10FT 41N" (F/N 7656).
[22] 7Q18-C Sheet 1, Rev 1, "AUXILIARY BUILDING WALL POUR AX-39, AX-41, AX-53, AX-54, AX-55, AX-56" (F/N 7657).
[23] 7Q2Q-C Sheet 1, Rev Q, "AUXILIARY BUILDING WALL POUR AX-69, AX-7Q, AX-71, AX-72, AX-73 ELEV 988FT OIN" (F/N 7659).
[24] 7Q23-C Sheet 1, Rev Q, "AUXILIARY BUILDING WALL AND COLUMN POUR AX-49A, AX -49B, AX-5Q FROM ELEV 988FT 1QIN" (F/N 7662).
[25] 7Q27-C Sheet 1, Rev Q, "AUXILIARY BUILDING WALL POUR AX-33A, AX-33B ELEV 9 88FT QIN" (F/N 7665).
[26] 7Q35 Sheet 1, Rev Q, "AUXILIARY BUILDING WALL POUR AX-6, AX-7" (F/N 7674).
[27] 7Q37-C Sheet 1, Rev Q, "AUXILIARY BUILDING WALL POUR AX-76A" (F/N 7676).
[28] 7Q45-C Sheet 1, Rev Q, "AUXILIARY BUILDING WALL POUR AX-74A" (F/N 7684).
[29] 7Q47 Sheet 1, Rev Q, "AUXILIARY BUILDING WALL POUR AX-8" (F/N 7687).
[3Q] 7Q5Q-C Sheet 1, Rev 1, "AUXILIARY BUILDING WALL POUR AX-36B,SLAB POUR AX-8 4 AT ELEV 1QQ2FT 1QIN" (F/N 7691).
[31] 7Q74-1-C Sheet 1, Rev 1, "AUXILIARY BUILDING WALL POUR AX-112A, SLAB POURAX-112B, AX-112C, TOP ELEV 1QQ6FT 1QIN" (F/N 7718).
[32] 7Q81Sheet1, Rev 1, "AUXILIARY BUILDING WALL POURAX-122A,AX-122B" (F/N 7728).
[33] 7Q84-C Sheet 1, Rev Q, "AUXILIARY BUILDING WALL POUR AX-77B" (F/N 7732).
[34] 7215-C Sheet 1, Rev Q, "AUXILIARY BUILDING WALL POUR AX-114A, AX-114B" (F/N 7873).
[35] 7235-C Sheet 1, Rev Q, "AUXILIARY BUILDING HYDROGEN GAS PLATFORM WALL POUR AX-86" (F/N 7895).
[36] 7412-C Sheet 1, Rev Q, "REACTOR PLANT SLAB POUR RP-3 ELEV 991 FT 31N" (F/N 791 Q).
[37] 7417-C Sheet 1, Rev 1, "REACTOR PLANT POUR RP-6, RP-6A, RP-6B ELEV 1QQ5FT 21N TO 1QQ5FT 101N" (F/N 7917).
[38] 7418-1-C Sheet 1, Rev 2, "REACTOR PLANT POUR RP-7 ELEV 1QQ2FT 31N AND 1QQ2FT 41N" (F/N 7918).
[39] 7431-C Sheet 1, Rev 2, "REACTOR PLANT RP-15B ELEV 1028FT 51N" (F/N 7942).
Calculation No.: FC08499 Rev. 0 . Page 13 of 133 Evaluation of FCS Concrete Compressive Strength Test Data
[40] 7432-C Sheet 1, Rev 1, "REACTOR PLANT RP-1SA ELEV 1019FT 101N" (F/N 7943).
[41] 7433-C Sheet 1, Rev 4, "REACTOR PLANT POUR RP-1SC ELEV 1029FT OIN, 1028FT SIN" (F/N 7944).
[42] 7460-C Sheet 1, Rev 0, "REACTOR PLANT POUR RP-1 BB ELEV 1044FT 101N TO 10S6 FT BIN" (F/N 7970).
[43] 7461-C Sheet 1, Rev 1, "REACTOR PLANT POUR RP-18A ELEV 1044FT 10IN TO 10S6 FT BIN" (F/N 7971).
[44] 7462-C Sheet 1, Rev 0, "REACTOR PLANT POUR RP-18D ELEV 1044FT 101N TO 10S6 FT BIN" (F/N 7972).
[4S] 7463-C Sheet 1, Rev 1, "REACTOR PLANT POUR RP-19ELEV10S6FT 81N TO 1OS9FT 1OIN" (F/N 7973).
[46] 7466-C Sheet 1, Rev 0, "REACTOR PLANT POUR RP-20A, RP-20B COMBINED 1013FT OIN TO 1036FT 101N, SECOND STAGE" (F/N 7976).
[47] 7469-C Sheet 1, Rev 0, "REACTOR PLANT RP-20D, RP-21 D, ELEV 1038FT 41N TO 1OS6FT BIN" (F/N 7979).
[4B] 7472-C Sheet 1, Rev 0, "REACTOR PLANT POUR RP-21A, RP-21B COMBINED ELEV 1013FT DIN TO 103SFT 101N" (F/N 7980).
[49] 7474-C Sheet 1, Rev 0, "REACTOR PLANT SECOND STAGE CONCRETE RP-22A, RP-22B RP-22C" (F/N 7982).
[SO] 7478-1Sheet1, Rev 1, "REACTOR PLANT SECOND STAGE POUR RP-7-2 ELEV 1002FT 41N TO 1012FT SIN" (F/N 7984).
[S1] 9309-C Sheet 1, Rev 0, "REACTOR PLANT POUR RP-13N EL 1009 FT 10 IN TO 1013 FT 0 IN" (F/N 8088).
[S2] 9311-C Sheet 1, Rev 0, "REACTOR PLANT POUR RP-13S EL 1009 FT 10 IN TO 1012 FT 10 IN" (F/N 8089).
[53] 9318-C Sheet 1, Rev 1, "REACTOR PLANT POUR RP-17A SLAB EL 1038 FT 4 IN TO 1044 FT 10 IN" (F/N 8090).
FCS WIP Documents
[54] WIP3164, "Summary Of Concrete Cylinders Compressive Strengthtest Results On Properties Of Plastic Concrete & Strength Of Hardened Concrete From Various."
[55] WIP6770, "Summary Of Concrete Cylinders Compressive Strengthtest Reports On Compressive Strength Of Molded Concrete Cylinders; Class B Concrete."
[56] WIP6B74, "Report Of Test Of Compressive Strength Of Molded Concrete Cylinderscontains Test Results For Various Pour Samples."
[57] WIP13497, "Summary Of Concrete Cylinders Compressive Strengthreports Properties Of Plastic Concrete & Strengths Of Hardened Concrete."
[58] WIP1360S, "Summary Of Concrete Cylinders Compressive Strengthconcrete Test Results."
[59] WIP32S16, "Summary Of Concrete Cylinders Compressive Strength."
Calculation No.: FC08499 Rev. 0 Page 14of133 Evaluation of FCS Concrete Compressive Strength Test Data Building Codes and Standards
[60] ACI 318-63, "Building Code Requirements for Reinforced Concrete."
[61] EPRI NP-6041-SL, "A Methodology for Assessment of Nuclear Power Plant Seismic Margin (Revision 1)."
[62] ACI 214-77, "Recommended Practice for Evaluation of Strength Test Results of Concrete."
Calculation No.: FC08499 Rev. 0 Page 15of133 Evaluation of FCS Concrete Compressive Strength Test Data 4.0 Assumptions There are no assumptions requiring verification in this calculation.
4.1 Engineering Judgement Engineering judgement is used in Section 5.0 of this calculation to provide justification for any samples that were not located in the FCS plant records.
Although there may have been additional original test data, locating 903 of the 912 unique sets identified is considered an appropriate sample representation of the entirety of the FCS original test data.
Calculation No.: FC08499 Rev. 0 Page 16of133 Evaluation of FCS Concrete Compressive Strength Test Data 5.0 Analysis Data Logging Attachment 8.2 contains the balance of test data for the sets identified in Attachment 8.1. A summary of the set data pertaining to the AB and CIS is presented in the table on the following pages. Notes about each column of the table are included below.
- Set # - Concrete Set #
Date Cylinders Cast- actual date the test cylinders were cast for each set Location of Concrete Placement - pour location associated with each set Building Code - AX is associated with AB, RP is associated with CIS Specified Strength (psi) - 4000 psi corresponds with Class B concrete [4]
I - 7 Day Strength (psi) - recorded test strength II - 28 Day Lab Strength (psi) - recorded test strength Ill - 28 Day Lab Strength (psi) - recorded test strength IV - 28 Day Lab Strength (psi) - recorded test strength V - 28 Day Field Strength (psi) - recorded test strength Reference -WIP file in which each set can be found External Subgrade Wall? (FIN) - pour data associated with external walls below 1007 ft is identified here along with the FCS File Number corresponding to the pour drawing Reactor Cavity Floor or Walls? (FIN) - pours associated with the reactor cavity floor or areas directly surrounding the reactor core are identified here along with the FCS File Number corresponding to the pour drawing Notes - any pertinent notes recorded throughout the data discovery process are listed here
Calculation No.: FC08499 Rev. 0 Page 17of133 Evaluation of FCS Concrete Compressive Strength Test Data Building Code Cyl!nden locatlonofConcrete Placement AX=AuxllfaryBu!ldlng, Spedfled l-70ay 11*28Daylab IU*280aylab LV*280aylab Strength(psl}Strength(psl)Strength(psl} Strength{psl)Strength(psl)
V-28Dayfield Strength(psl}
Reference ExterNlSubg101de w..m(F/NJ RP=ReactorPlant 2/17/19fB WallW-4PartltlAuxll!ary 5482 6862 5412 WIP8498, 13605 Y(7641) 7D.ayStrengthls8day,partofpouris Building exte1nalandpartisintemal WaUW-SPartlt2AuxU!ary 44 2/18/19ffJ AX WIP8498,13605 Y(7642) partofpourJsexternalandp<irtls!nternal Build in WaUW*3Part113Auxiliary 2/19/19fB AX 5412 7163 WIP8498,13605 Bulldlng WallW-SPartltSAuxlllary 48 2/22/19fB AX 5907 NOT@AREA PLACED WIP8498,13605 Y(7642) partofpourlsextemalandpartls!nternal Bu!ldln 51 2/28/19fB Auxlllarv&J!ldln WallW*l 5412 WIPB498,13505 52 2/28/19ffJ AuxlllarvBu!ldln WallW*l 5058 lll74 7127 '"'
7286 5765 WIP8498,13605 AX 6597 97l*Auxll!ary 8ldg. W*8A, W4
""' "'"' 5836 WIP8498,13605 Y(7641) W41sexternal W41sexte1nal 3/8/19f8 WIP8498,13605 Y(7641)
P*4,W*2P*2 971*Auxi~~~ :~-~*8A, W4 74 31811969 AX 4810 6791
""' WIP8498,13005 V(7641) W41sexte1na1 Sasedonthedatesforsets206*213,ltis 5/8/1969 S!ab5S.1AuxlllaryB!dg. AX 5412 6667 6950 6207 WIP3164 reasonabletoconciudethesesetstook 1ace!nl969 Basedonthedatesforsets206*213,itls 122 5/8/1969 Slab55-1AmdllaryBldg. 7021 7074 6437 reasonab!etoconcludethesesetstook
!ace!n1959 Basedonthedatesforsets206-213,ltis 5/8/1969 Slab55-1Auxlllary81dg. AX 5394 6827 6667 6720 6172 WlP3164 reasonabletoconcludethesesetstook tace1nl969 Sasedonthedatesforsets206-213,ltls U4 AX 6667 &367 reasonabletocontludethesesetstook 5/8/1969 Slab55-1Auxillary81dg. 5305
"" WIP3164 place!n1969 8asedonthedatesforsets206*213,ltl$
5/8/1969 51ab55-1Auxi!laryB!dg. reasonab!etooondudethesesetstook 1ace!nl969 U6 5/8/1969 Slab55-1AuxlllaryBldg. AX 6243 71ll6 7251 6986 .,,, WIP3164 26DayReldRequested,Basedonthedates forsets206-213,itisreasonab1eto oondudethesesetstookplacelnl969 26DayFieldRequested, Based on the dates U7 AX 5376 6544 6410 forsets206-213,itls1easonableto 5/8/1969 SlabSS.lAuxlllaryBldg.
"'"' 5889 WIP3164 condudethesesetstookplacelnl969 148 5/23/1959 AlllllliaryBulldingAX-13-wall unab!etolocate Y(7653) 149 5/23/1959 AuidHary BulldingAX-13-wall 6579 unable to locate Y(7653) 6/6/1969 Aux. M-7 AX '651 5801 5588 5518 WIP8498,13605 6/6/1969 Aux.M-7 7499 7612 7074 WJP8498,13605 181 6/6/l969 7127 7110 6968 7110 WIP8498,1360S 182 6/6/1969 Atlll.M-7 7056 6632 WIP8498,13605 6/6/1969 Aux. M-7 AX 5871 7339 6473
""' 6243 WIP8498,13605 PDFpage34ofWIP8498isstampedrecelved 184 6/6/1969 AuxM-7 AX 5871 WIP8435,8498,l3605 7/21/fB;thereforeitisreasonableto concludethesesetstookplaceinl969 PDFpage34ofWIP8498isstampedreceived 185 6/6/1969 AuxM-7 WlP8435,8498,13EOS 7/21/fB;thereforeitisreasonableto concludethesesetstookp!aceinl969 PDFpage34ofWIP8498isstampedreceived 186 6/6/1969 AuxM-7 WIP8435,8498,13605 7/21/fB;thereforeitlsreasonableto concludethesesetstookplaceinl969 PDFpage34ofWIP849Slsstampedrecelved 187 6/6/1969 AuxM-7 5447 7110 WIP8435,8498,13605 7/21/fB;thereforeltisreasonableto concludethesesetstookp!acelnl969 PDFpage34ofWIP84981sstampedrecelved 6915 188 6/6/1969 AuxM-7 5535
"" WIP8435,8498,13605 7/21/fS;thereforeltisreasonableto concludethesesetstookplacelnl969
Calculation No.: FC08499 Rev. 0 Page 18of133 Evaluation of FCS Concrete Comi;iressive Strength Test Data
.... Cyllnden Oort loatfonofConcrrte Placement BulldlnaCode AXaAuxlllvyBulld!ng..
RP a Reactor Plant Sped fled 1-7Day 11-28Dayl.ab IU-28Dayi.ab IV-28Daylab Strength(psl) Strength(psl) Strength(psl) Strength(psi) Strength(psl)
V-28DayFleld Strength{psl)
Reference ExtemalSubgrade Wall?(F/NI ReactorC.VltyFloor orWalls?(F/N)
PDFpage34ofWIP84981sst:lmpedrecelved 6/9/1969 7/2l/flJ;the1eforeitlsreasonableto Aux17&18 A>. JOOl
" ""' 6791 WIP8435,8498,13S!i 189 400) 5801 contludethesesetstookplacelnl969 PDF page 4 of WIP 8435 is stamped received 6/l3/l9f/J WIP843S, 13605 7/21/W;thereforeitisrenonableto AuxBlllldingM-6 A>. 5871 7463 71'5
"" 7251 206 400) condudethesesetstookplaceln1969 PDF page 4ofWIP 84351s stamped received
]fJ7 6/13/19flJ AuxBulldlngM-6 A>. 400) 6331 7251 7163 71'5 WIP843.S, 13605 7/21/flJ;thereforeltlsreasonableto conc:ludethesesetstookplaceln1969 PDFpage4ofWIP84351sstampedrecelved 6/13/1969 Au~BulldingM-6 7251 7251 7145 67]fJ WIP8435, 13605 7/21/ff!J;therefo1eitlsreasonableto eoncludethesesetstookplaceinl969 209 6/13/19fB Au11.BulldingM-6 A>. 400) 6544 7905 .... WIP8435, 13005 PDFpagellofWIP84351sstampedrecelved 7/21/fB;thereforeitisreasonableto condudethesesetstookplaceln1969 6/13/19@ AuxBulldlngM-6 6367 7182 7491 7835 ,,., WIP8435, 13605 PDFpage4ofWIP843Sisstampedrecelved 7/21/fB;therefoieitisreasonableto condudetheH*setstookplaceinl969
.,,., 74'6 7322 6296 J.3605 POFpage4ofWIP84351sstampedreceived 7/21/f;B;thereforeitlsreasonableto 211 6/13/19fB AuxBulldlngM-6 A>.
""" 5995 WIP8435, concludethesesetstookp1acelnl969 PDfpage4ofWIP843Sisstampedrecelved 6/13/19(;!) 7/21/fB;thereforeltlsreasonableto 212 AuxBulldingM-6 A>.
""" 0084 7640 7092 7082 6243 WIP8435, 13605 concludethesesetstookplaceln1969 6/13/19fB AuxBulldlngM-6 7640 ,,., 6544 WIP8435,13605 PDFpage4ofWIP8435isstampedreceived 7/21/fB;thereforeitisreasonableto 213 AX
""" 5553 concludethesesetstookplacelnl969 Therecelptstampdatelscutoffappearsto 256 6/24/1969 400) 5129 6773
""' 6137 6225 WIP8438,13605 Y(7655) be196X,soitlsreasonabletoconclude thesesetstook lacein1969 Therecelptstampdateiscutoffappearsto 6296 6154 5712 be196X,soltlsreasonabletocondude 6/25/1969 MBAU'.CMat
"" 615* WIP8438,13605 thesesetstook laceln1969 Therecelptstampdatelscutoffappearsto 259 6/25/19ffJ MB Aux Mat AX 400) 4722 6119 6225 6013 WIP8438,13605 be196X,soltlsreasonabletoconclude thesesetstook laceln1969 Therecelptstampdateiscutoffappearsto 260 6/25/191') A>. 400) 5040 6437 0>15 6597 WIP8438,13605 be196X,soltlsreasonabletocondude thesesetstook racein19ffJ 261 6/25/1969 M8AuxMat A>. 400) ,,.. 6827 ,,,., 6720 6650 WIP8438,13605 Thereceiptstampdatelscutoffappearsto be196X,soltlsreasonabletocondude thesesetstookplacein1969 Therecelptstampdatelscutoffappearsto be196X,soltlsreasonabletoconclude 262 6/25/1969 MB Aux Mat 4916
"'" 6143 6402
"" WIP8438,13605 thesesetstook !aceln1969 263 6/25/19f/J MB Aux Mat
"" ""' .... 6632 5748 WIP8438,13605 Thereceiptstampdateiscutoffappearsto be196X,soltisreasonabletocondude thesesetstook laceln1969 Therecelptstampdatelscutoffappearsto 5659 5235 WlP8438,13605 be196X,soltlsreason.abletocondude 264 6/25/190> M8AuxMat
"" 5500 5801 thesesetstook laceln1969 Therecelptstampdatelscutoffappearsto bel96){,solt15reasonabletocondude 265 6/25/19@ MB Aux Mat 6125 6597
""' WIP8438,13605 thesesetstook laceln1969 Therece!ptstampdateiscutoffappearsto 267 286 6/26/19f/J 7/2/1970 7/9/1970 AX39 AX51Wa11 AX*65&66Wa!ls A>.
A>.
400) 7056 5854 7145 6225 5305 6125 6773 NOT@AREAPlACED NOT@AREA PlACED NOT@AREA PlACED WIP8438, 13605 WIP846S,13605 WIP846S, 13605 WIP846S, 13605 Y(7657)
Y{76S6J y 7659 be196X,soltisreasonabletoconclude thesesetstook lacein19f/J 287 7/9/1970 AX73Wa11 A>.
""" "" 6101
Calculation No.: FC08499 Rev. 0 Page 19 of 133 Evaluation of FCS Concrete Compressive Strength Test Data o~. Building Code locatlonofConcrete Specified 1-7Day 11*28Dayl.ab lll-28Dayl.ab IV-28Dayl.ab V-1.SDayFleld ExtemalSubgrade Cyl!nders AXcAu*lllaryBulldlng, Referenoe Placement Strength(psl)Strength(psl}Strength(psl) Strength(psl) Strength(psl) Strength{psl) Wall?(F/N}
RPcReactorPlant 711/1970 AX56 6455 6437 6420 6243 WJP846S, 13605 4368 5854 6119 WJP8465,13605
"' 7/18/1970 7/27119(/J AX40&41 AX*S3 0)13 NOT@AREA PlACED WlP8440.1360S 7/23/19fB AX60Wa!I AX10 AX .,., 6897 6314 5748 WlP8440, 13605 308 7/24/1969 8/13/19(/J AX*44 AX67Wall AX 4227 5535 6349 5447 5712 5341 NOT @AREA PLACED WIP8440,13605 WIP8440,13605 WlP13605 Y7662 8/15/19@ 5465 8/20!19fB 4315 6101 6172 NOT @AREA PLACED WlP13605 Y7676 336 8/21/19fB AX 597!l 5995 5730 Poun;AX*33aandAX*33bareshowninF/N 8/21/1900 4439 5818 5836 5783 WJP1360S Y(7665) 7665 8/22/19fB AX61AWall 5871 5765 5659 W1Pl3605 343 8/26/19fB AX47Wall AX 5889 5871 5659 WIP13605 344 8/26/19fB AX68 AX 5978 0013 5854 WIP8441,13605 345 8/28/19fB AX37&37a '616 6119 5925 NOT@AREAPLACED WIP8441.13li05 346 9/211969 AX45 5801 NOT@AREA PLACED WIP 844L 13605 y 76761 AX76alsshown!nF/N7676 348 9 51969 AX71 ""
3997
'651 6190 6420 NOT@AREAPLACEO 5659 WIP844L 13605 WIP844L 13605 WIP844l, 13605 349 9/9/1969 AX36&37b AX 6349 6384 367 9/15/l9fD AX62,63,64 AX 4510 5412 5323 5518 51'19 373 9/19/19f£J AX3 6278 5889 5801 5518 WIP13605 374 9/191969 AX78Slab AX 5871 5889 375 9/19/19f/J AX24 6119 5854 61n 5376 WIP1360S 9/22/19fE AX58 4510 NOT@AREA PLACED WIP 13605 9/241969 4333 62Cfl NOT@AREAPlACEO WIP13605 9/30/1969 5978 4952 WIPMSO.l3605 397 10/111969 AX*3l 6154 6367 4n5 WIP MSO. 13605 398 10/2/19flJ AX-7 AX 6031 6154 56n WIPM50,13605 Y(7674 10/3/19f/J AX 5518 5482 NOT@AREAPlACEO WlPMS0, 13605 404 10/7/19f/J 6579 6738 6278 5500 WlPM50,1360S 405 10/8/19f/J RPMud51ab3B RP 6597 6367 5146 10/9/19f/J AX10Wall AX 5854 5482 NOT@AREAPlACEO WlPMS0, 13605 10/10/1969 AX*8 4138 5907 5942 4651 WlP8450, 13605 Y(7687J 415 10201969 AX-3o."B"Wall 3997 5252 5058 NOT@AREA PLACED WlP MSO. 13605 Y7691 artedernal, artlnterna!
416 10/2111969 AX9B 4103 6331 5588 WlPMS0.13605 417 10/21/1969 AX22 5978 4934 5076 WlP84S0.13li05 420 10/27/19fB AX 6101 6084 WIP8450, 13605 10/'19/1969 AX10551ab AX 6296 6261 6137 NOT@AREA PlACEO WIP 8450, 13605 424 11/319f/J AX-9AWa1 AX 3961 5925 4014 WIP8450,13605 428 11/71969 AX107Slab AX 4403 5748 5942 5871 NOT@AREAPLACED WIP8450,13605 429 11/10/1969 AX138,143,l44,146 5871 6154 6101 5235 WIP84S0.13605 11/10/1969 AX138,143,144,146 5235 4085 WlPM50,13605 11/10/1969 AX138,143,144,146 6120 5730 WlP8450,13605 432 11/1111969 AX-21Wall AX 5341 7145 7145 5482 WIP8450,13605 440 AX 4686 6225 0013 4987 WIP8450,13605 11/15/1969 11/15/1969 AX-lOOSlab AX-1005lab SOOS ""'
6597 6437 5359 WIP8450,13605 446 11/18/1969 AX-19Wall AX 4510 6632 5836 WlP8450, 13605 449 11/2()/1969 AX-20Wall AX 6048 5182 WIP8450, 13605 C.olV-280ayReld5trengthverifiedwithP/
455 11/21/1969 AX-5Wall
"'" 7127 5412 WIP8450, 13605 A
456 11/21/1969 AX-175&176Wal[
AX-104B AX AX .,.,
4421 6544 5465 5588 WIP8450,13605 WIP8450, 13605 458 4W ll/24{1969 11/2511969 AX-106Slab 6473 "'"
5978 6544
""' WIP8450, 13605 WIP8450, 13605 461 ll/7<;/1969 AX*10651ab 6154 6420 462 11/25/1969 AX-10651ab AX 6561 6384 4704 WIP8450,13605 464 11/'191969 AX-l0151ab AX 6154 6473 6154 WIP8450, 13605 465 ll/'191969 AX-10151ab AX 6579 6614 WIP8450,13605 467 12/7/19f£J AXlnAWall 5022 6720 WIP8450.13605 468 12/5/1969 AX-246Wall AX 6597 WIP8450,13505 469 474 12/5/1969 1211111969 AX-245Wall RP*SA AX 5058 4457 5561 0013 4775 4350 WIP8450, 13605 WIP13605 ., C.ontainmentwalltrandercanalinterface 475 121711969 AX-1 5942 0013 WJP8450,13605 12/W1969 4350 6172 6172 4952 WlP8450, 13605 4n 12/U/1969 6225 6473 5058 WlP8450,13605 478 12/U/1969 4103 5836 5871 WIP8450,13605 479 480 1969 12/151969 AX*l AX-174A AX-166-167Wall 4757 6473 6119 5854 6384 4297 4704 WlP8450,13605 WIP8450,13605 WIPMS0,13605 11./16/1969 AX 6650 RP-55!ab&Wall RP 4757 WJP13605 N7. . C.ontalnmentwatltransfercanalinterface l'l/19/1969
Calculation No.: FC08499 Rev. O Page 20 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Building Code location of Concrete Specified 1-7Day 11*28Daylab 111*28Daylab IV*28Daylab V-28DayFleld UtemalSubgrade Seti! Cylfnders AX =Auxlllary Building. Refere nee Placement Strength(psl)Strength{psl)Strength(pslJ Strength(psl) Strength(psl) Strength(psl) WaU?(F/N) 12/19/19(/) AX-1756&1768Wall 5341 4421 WIP8450,13605 485 l2/ll/19fB AX-161Walls AX 4492 5871 5730 AlrtestsoncorrectedloadsS.3,S.5,4.8 490 491 l/7/l970 1/7/1970 AX-102&103 AX-102&103 AX AX 6437 6'67 "'" WIP8450,13605 WIP8450,13605 2582 WIP8450,13605 492 1/7/1970 AX-102&103 5518 WIP8450,13605 493 l/7/1970 AX*l02&l03 AX 4174 6137 6'67 WIP8450,13605 494 1/7/1970 AX-102&103 AX 4156 5871 5765 495 496 1/8/1970 l/8/1970 AX-102&103 AX-102&103 AX 4085 5871 "'" WIP8450,13605 WIP8450,13605 4457 WIP8450,13605 1/13/1970 6526 4492 WIP8450,13605 499 1/14/1970 AX109 AX 3873 5818 5588 5730 WIP8450,13605 500 1/151970 AXl6' 4350 6526 4916 WIP8450,13605 501 1/16/1970 AX!S9 5942 4633 WIP84S0.13605 502 1/23/1970 RP6&8 3731 5783 4740 WIP13605 N 7917 SGVaultwaH 503 1/23/1970 RP6&8 RP 5252 5323 5217 WIP13605 N(7917) 28DayFieldPossiblydamagedonjobslte 504 1/26/1970 AX10851ab AX 5659 5695 WIP8450,13605 507 1/28/1970 AX-153Wall 3572 5518 5394 5642 WIP8450,13605 28Da"fieldPosslbl dama edonobslte sos 1/30/1970 AX-l42Wall 4174 5677 5730 WIP8450,13605 S09 2/6/l'J70 AX-l37Wall AX 3714 5007 5642 3731 WJP8450,13605 28DavFJeldPosslblydamagedonjobsite 512 2/20/1970 RP-7&9 RP 5836 5659 4421 WJP13605 V(7918,7007) PartofRP-7andRP-9surroundsreactor 2/20/1970 RP-7&9 RP 5518 4315 WIP13605 V 7918,700TI PartofRP-7andRP-9surroundsreactor 2/20/1970 RP-7&9 4598 WIP13605 V 7918, 700/J PartofRP*7andRP-9surroundsreactor 2/20/1970 RP 4174 WIP13605 V7918,7007 PartofRP-7andRP-9surroundsreactor 518 3/5/1970 RP-10&12B 4138 5942 N(7&l8) SGVaultwall 519 3/51970 RP-10&12B 4227 61!,I 5659 N 7&l8 SG Vault wall 520 3/9/1970 RP-11 4244 6261 Nl7009) Basementwallooenln nearCol9 521 3/18/1970 3/19/1970 RP-130Cols.7&8 RP-13NfromCol.9-Col.12
"'" 5871 5818 WIP13605 WIP13605 N 8088,8089 N(8088,8089) 1013'El l013'EL WIP13605 4/2/1970 WIP13605 N(8088,8089 1013'EL 48/1970 AX141Wall 5199 WIP13605 4/91970 AX122AWall 4510 WIP13605 vms artialabovearade 532 4/14/1970 AX140Wall AX 6125 6190 5270 WIP13605 533 4/15/1970 AX*2 AX 3961 6349 6278 6420 SOOS 534 4/15/1970 AX*2 AX 6490 6437 5164 535 4/15/1970 AX*2 AX 6402 537 4/22/1970 4/23/1970 AX149 AX138 6579 6172 "" 5624 WIP8465,13605 WIP8465,13605 539 4/27/1970 RP-13-S RP 5907 5058 WIP13605 N 8088,8089 lOB'EL 540 4/28/1970 AX-29dwall AX 3979 6225 541 4/29/1970 AX74A AX "'" 5058 WIP8465,13605 WJP8465,13505 Y7684 543 5/1/1970 AX136A AX 5571 5/4/1970 6791 ""' WIP8465,13605 WJP8465,13605 Fieldcvllnderpossiblydamagedonsite 5/4/1970 4403 6243 6'67 WJP8465,13605 Field.,,IJnderpossiblydama,,.edonsite 546 5/4/1970 AX-110 AX 4757 6261 6561 WJP8465,13605 547 5/4/1970 AX-110 AX 6437 5022 WIP8465,l3605 Field.,,linder osslbl damaaedonsite 5/5/1970 AX-170&1n 4333 6261 6490 6473 WIP8465,13605 5/5/1970 RP-C-4-2,C-5-2,C-6-2 4174 5836 5995 WJP13605 Unknown 550 5/6/1970 AX 6278 WIP8465,l3605 Fieldtest9da breaks 551 5/6/1970 AX-200 AX WIP8465,13605 554 5/8/1970 AX121A51ab AX 3961 5659 5978 5836 WIP6770,13605 555 5/12/1970 AX147 AX 4032 5801 5783 5058 WIP6770,13605 512/1970 RP9 RP 6296 556 557 5/12/1970 RP9 RP "185 6137 5659 5500 WIP13605 V70071 Y7001]
PartofRP-9surroundsreactor PartofRP-9surroundsreactor 5/2Afl970 AX-127 AX 5942 5836 5871 4934 WIP6770,1360S 562 5/27/1970 RPlSa RP 5942 5199 WIP13605 N(7943) 6/4/1970 AX125&132 AX 5535 WlP6770,8465,13605 64/1970 AX125&132 AX 6225 5854 5305 WlP6770,8465,13roS 585 6/8/1970 RP*13 4297 5765 5588 5907 WIP13605 N 8Cti!S,SOS9 1013'El 586 6/9/1970 AX112 AX 5642 5900 Y(7n8) AX-112.aJsshown In F/N n18 587 6/9/1970 AX112 AX ""' 5925 5677 5518 WIP6770,13605 WIP6770,13005 vms AX-112aisshowninf/N7n8 6/9/1970 AXU2 5871 WIPDTJ0,13605 AX-112aisshowninF/N7718 fi/10/1970 AX-123a&AX130-b 4527 6119 6261 WIP6770,l3605 593 "1151970 RP13N 4032 5624 5447 5500 Wl?13605 N SOSS,8089 1013'El 594 6/16/1970 AX-111 AX 5730 4527 WIPDTJ0,13605 595 6/16/1970 AX-111 AX 6119 5942 4810 WIPDTJ0,13605 596 6/18/1970 AX-130 AX 6119 619;) 5305 WIP6770,13150S (00 6/22/1970 AX-124&126 AX 6331 6154 5553 WIP6TI0,13605 6/23/1970 AX170&1n 456' 6119 6137 WIP6770,13605 624/1970 AX2l2&215 4899 6827 WIPfiTl0,13605
Calculation No.: FC08499 Rev. O Page 21 of 133 Evaluation of FCS Concrete Compressive Strength Test Data o~. Building Code Location of Concrete Specified 1*7Day 11*28Daylab fll-28Daylab lV-28Daylab V-28Dayfleld ExtemalSubgrade S.t# Cyllnders AX"'AullfllaryBuJldlng. Reference Platel'l'H!!nt Strength(psl}Strength(psl)Strength{psl} Strength(psl) Strength(psl} Strength(psl) Wall?(F/NJ c..t RP"'ReactorPlant 6/26/1970 AX!33 AX 5978 6225 5925 WIP6770, 13605 610 6/30/1970 AX211 AX 4000 4439 5978 6119 6225 WIP6770,13605 614 7/2/1970 AX-151h&157b AX 4315 WIP6770, 13605 76/1970 RP-14b SGvaultwall consideredaspartofRP*14bbasedontest 616 7/6/1970 RP146 4527 6455 6410 6101 WJP13605 N(7612) dates coreideredaspartofRP-14bbasedontest 7/6/1970 RP146 N(7612) dates 618 7/7/1970 AX1516+1576 5925 5058 WIP6770,8465,1360S 619 710/1970 AX*134WAU 5871 5748 6119 5170 WIP6770,8465,13605 7/10/1970 AX-134WAU AX 4000 459' 6101 WIPfill0,8465,13005 7Jo/1970 AX-134WA11 WIP6770,8465,1360S 7/10/1970 AX-134WALL 6137 5836 WIP6770,8465,13EiOS 7/10/1970 AX*l34WAU 6225 5606 WIP6T70,8465,13605 fiJ.7 7/13/1970 AX-202A AX 4000 6437 6738 WIPfiTI0,8465,13605 7/13/J.970 AX-202A AX 4421 WIPfill0,8465,13605 7/13/1970 AX-202A AX 4386 6296 6119 WIPfiT70,8465,1360S 630 7/13/1970 AX-202A AX 5093 631 7/14/1970 RP15c:
61!X) 6526 6190
$14 5995 5730 WIP6770,8465,13605 WIPfiTl0,8465, 13005 N(7944) 632 7/14/1'370 6296 6490 6314 5942 WIP13605 633 7/14/J.970 0013 0013 5978 5129 WIP13605 N(7944) 637 7/16/1970 5871 5642 5836 5359 WIPfil70,1360S 641 7/17/J.970 5748 5907 5925 5170 WIPfiTl0,13605 7/21/J.970 RPlS.-B RP 4457 5900 6225 WIP1360S N(7942) 643 7/22/J.970 AX201 AX 4000 4457 0013 6190 6172 WIPfiT70,1350S 7/22/1970 AX201 AX 4916 6402 6437 WIP6770,1360S 645 7/21/J.970 AX148 AX 4439 6278 6278 5305 WIP6T70,13605 646 7/24/J.970 RP-14A 5836 5764 WIP13605 N(7612) 5Gvaultwall 647 7/24/J.970 AX 5164 WIP6770, 13005 7/27/1970 WIPfil70,8465,13005 649 7/27/1970 5412 WIPfil70,8465,13005 654 7/30/J.970 5801 5394 5341 WIPfil10,8465, 1360S 655 7/31/1970 AX-218,220,223 AX 4333 5695 5764 5447 5288 WIPfiTl0,8465,13605 8/3/1970 AX-204A+205A AX 4421 5801 5642 0013 5500 WIP(;l7Q,8465,1360S 8/6/1970 AX-216+217 AX 4492 5925 0013 WIP6770,8465,1360S 660 8/6/1970 AX168a+169 AX 4757 5818 6296 6207 5712 WIP6770,8465,1360S 664 8/7/J.970 AX203,20Sb 6314 6119 WIP6770,B60S CLASS A RECORDED, DO NOT USE 665 8/7/J.970 AX203,20Sb 6172 6261 6137 WIP6770, 13605 CLASS A RECORDED, DO NOT USE 669 8/11/1970 RP-16"8" 4333 5900 5907 5871 4987 WIP13605 N 7615 SGvaultwall fi10 8/11/1970 4510 5995 5571 WIP6770, 13605 671 8/13/1970 AX-182a 3944 5942 5765 5907 5164 WIP6770, 13605 8/14/1970 RP16C N(7616) SGvaultwall 8/14/1970 4474 WIP13605 N(7616 5Gvau!twall 674 8/20/1970 WIPfiT70, 13605 678 8/27/1970 AX-221 5535 5341 4810 W1Pfil10, 13605 Extraa!rtesttakenthioughoutthispour-679 8/28/1970 AX300a,30la+131a 0031 WIP6770, 13605 4.0,4.4 680 8/28/1970 AX300a,301a+181b1 CollV-280aylabStren11:1hisP/A 683 9/10/1970 AX122b 5978 5500 WIP6770 685 9/11/1970 RP16A RP 5642 5642 5642 W1Pfil10 N(7614) 5Gvau!twall 686 9/11/1970 RP16A 0013 WIP6770 N(7614) SGvau!twall 687 9/15/1970 AX178C0!.5 6579 "1?6770 9/21/1970 AX-225A+22M 4174 5765 6261 5606 "1?6770 9/21/1970 AX-225A+22M AX 3891 6190 5942 5111 "1?6770 691 9/22/1970 5925 5900 4757 "1?6770 N(7617l 1045El 692 9/23/1970 AX204B 6331 6314 6597 5376 "1?6770 9/25/1970 AX-302 AX 4333 6119 6314 5942 5553 WIP6770 934 9/25/1970 AX-302 AX 4227 6278 6119 6261 4969 WIPfil10 695 9/25/1970 AX-1248 4421 6597 6579 6579 5465 "1?6770 e!l6 9/29/1970 Ax-231&235 6296 6367 6278 4633 WIP6770, 13605 fB7 9/30/1970 AX317&233 AX 3749 5571 5871 4297 WIP6770,13605 10/1/1970 M311&3U AX 3578 5818 5659 5712 WIPfil70, 13605 699 102/1970 RP-l7C RP 4200 5765 5535 4810 N 76171 1045El 7IXl 10/7/1970 Ax234a 4050 5765 5889 5801 4863 WIPfiT70, 13605 701 1017/1970 Ax234a AX 3802 5730 5659 5801 4757 W1Pfi170,13605 702 10/7/1970 Ax2.34a 3961 5801 5907 4828 WIP6770, 13605 703 10/7/1970 Ax234a 4050 5978 6207 6190 4828 W1Pfil70,1360S 10/13/1970 AX 4704 WIP6770, 13605 10/14/1970 AX123b WIPfiTI0,13605
Calculation No.: FC08499 Rev. O Page 22of133 Evaluation of FCS Concrete Comoressive Strenoth Test Data Cyllnders LoeationofConcrete Building Code AXcAullfllaryBulld!ng, Specified I 1*7Day 111*28Daylab 1lll*28DaylabllV-28Daylab V-28DayF/eld Reference ExtemalSubgrade Re:;:;a~l:;l~;!~r !Notes Placement Strength(psl)Strength(psl}Strength(psl) Strength!psl} Strength(psl) Strength(pslJ Wall?{F/NJ RP,,ReactorPlant 706 "'"
10/20/1970 Ax303&AX316 6100 4633 WIPfiTIO, 13605 707 10/21/1970 AX179&182b AX
"""' 4457 6314 6367 5995 WIPfiTI0,13605 708 10/22/1970 10/22/1970 AX401a&402b AX401a&402b AX
"""' 4421 5942 5871 WJP6770,13605 WIP6770,13605 710 I 10/"J.8/1970 RP17A 6278 6314 4510 W1Pl3605 N/8090' 1045EL RP17A RP 711 110/28/1970 RP17A RP """' 4439 6500 64-02 6384 I 4722 WIP13605 N(8090) 1045El 712 713 110/28/1970 110/29/1970 Ax31S&319 """' 4810 6384
"" 6490 I 4987 SOOS I W1P6770, 13605 N(W30) 714 ll0/'19/1970 6455 4740 I WJP6770, 13605 715 110/30/1970 Ax-400A Ax-400A AX
"""' 4545 WlPfiT70, 13605 716 717 110/30/1970 110/30/1970 Ax-400A AX AX """' 4740 4174 6455 6048 6579 5730 6331 6154 I
I 5093 4527 I
I WlP677'0, 13605 WlP6TlO, 13605 718 110/'3-0/1970 Ax-400A 6048 I 4740 I WIP6Tl0,13605 AX 722 n3 I 11/6/1970 t 11/9/1970 AXU.7,228,229 AX """'
4000 4174 3837 6280 5854 6225 6120 5925 I
I 4400 3979 I
I WIP6Tl0,l3605 n4 11111211970 AX2340 AX
"""' 4067 6295 ""'
5900 WIPfiTT0,13605 WIP6Tl0,13605 n5 111/13/1970 RP180 RP 4000 4032 5783 5925 5783 I lost on lob WIPl3605 Nl79n 11/13/1970 6119 61W 6225 I lost on/ob WlP13605 Nl79n 11/17/1970 AXnb 4297 5978 5818 5765 4280 I WlPfiTT0,13605 v1m2 1artialabove11:rade n1 I 111111/1970 11/17/1970 """' 6296 6261 6207 6119 4358 4315 I WIPfiTT0,13605 W!Pfil70,13605 RP 729 111/25/1970 RP-188 RP """' 5429 NOT@AREAPlACED N(7970}
730 111/30/1970 RP-lSA
"""' 3997 sampled@
5730 end of pump RP 731'.lA 111/30/1970 RP15A
"""' discharge hose 6154 6154 6384 WIP3164,fil70 N(7943) 12/1/1970 5553 5429 4262 WlP6TlO, 13605 12/1/1970 4457 WlPl.3605 sampled@
end of pump I
732A 12/1/1970 RP18A
"""' discharge hose 6225 6048 6402 WIP3l64,fil70 N(7971)
J1/4/1970 AX-502 WlPfiTT0,13605 12/4/1970 WlPfiTT0,13605 sampled@
end of pump :setllanddatecutoffinWlP3164scan, 12/4/1970 AXS02Slab WlP3164,6770 discharge remainingdatamatches6770 hose 3784 735 I 12/4/1970 AX-502
"""' 5571 5535 5695 WIP6770,l3605 736 I 12/4/1970 AX-502 AX
"""' 3891 sampled@
5394 5412 5447 WlPfiTT0,13605 endofpump :setllanddatecutoffinWlP3164scan, 736A I 12/4/1970 AX502Slab 5712 5606 56n WlP3164,6770 discharge remaining data matches mo hose 737 I J1/4/l'370 5748 5659 3661 WIP6770, 13605 738 IJ1/l0/1970 RP-19Slab 5925 5712 4510 WlP13605 N(7973 1060EL sampled@
end of pump 738A 112/10/1970 RP19Slar RP 6084 6278 WIP3164,6770 N(7973) discharge hose ColsElev.103CAX3l!lo\,AX 743 744 3/4/1971 I 3/11/1971 321A AX AX
"""' 4846 6278 5818 6314 5765 6720 5783 4545 3484 WIP6Tl0,1360S WIP6Tl0,13605 12DayFieldCure ParapetWa11sAX405,406-745 747 3/18/1971 I 3/26/19 1044'-0" IAXPadsRM69AC-33,VA-17, AX 4000 3678 5482
""' NOT@AREA PlACEO WIPfiTT0,13605 71 VA-18 AX
"""' 3767 35n 5465 5500 wtPfiTTO, 13605 748 4/2/1971 AX180Al81A,181BWa11s AX123C Wall, AX310C., 321(
AX
"""' 5252 5412 5323 4474 IWIP6Tl0,39395,13W' lwtPfiTTO, 39395, 13f:O~
749 750 4/5/1971 4/9/1971 Cots.
AX186SLAB AX
"""' 3183 3625 5606 5040 5412 4793 5270 4722 4421 IW1Pfil70,39395,l.300' I 4/16/1971 I AX 181-B Wall & Col. AX321D AX 4000 5129 5500 5500 5058 751 I
"" WIP6Tl0,l360S 752 4/19/1971 I 4/26/1971 I AXlSOCWaH AX225b,226b,4103 AX
"""' 3130 4704 56n 4757 6154 4704 6013 I
I 4120 5447 I
I WIPfiTT0,13605 WlPfil70,39393 767 I 4/26/1971 I AX21.5b,226b,410a 6278 6561 6'333 I 5695 I WJP6Tl0,39393 AX187aSlabAX188stairs 6119 6137 4828 I WlP6770,39393 769 I 4/29/1971 I AX187b 6243 5359 I WIP6770,39393 no I 5/6/1971 I AX85Pad
"""' 5076 7145 6738 7092 I NOT@AREAPlACEDI WlPfiTT0,39393
Calculation No.: FC08499 Rev. O Page 23 of 133 Evaluation of FCS Concrete Compressive Strength Test Data
,~. BulldlngCode LocatlonofConc:rete Spedfied l-7Day 11*28Dayl.cib lll-28Dayl.cib IV-280ayl.ab V-280ayFleld &itemalSubgr.ide ReactorCavltyFloor Notes Cyl!nders AX=Auxll1aryB11Udlng, Reference Placement Strength{psl)Strength(psl)Strength(pslJ Strength{psl) Strength(psf) Strength(psl} Wall?{F/N) orWalls?(F/N)
RP=RuctorPJant 775 "'"
5/17/1971 s111/l9n AX-411A,123d.122Cwalls AX-4llA,123d,122Cwalls AX 4457 6137 6172 5978 WIP3164,6874 setncutoffinscan!n3164,fu!lscanln6874 6526 5199 WIP3164,6874 setllcutoff!ns.canin3164,fu!lscanln6874 setllartoff!nscan!n3164,fuUs.canin6874 5/24/1971 AX502AX86Watl 4457 6455 622S 5518 WIP3164,6874 V(7B95)
AX-86oart1alabovel!rade 781 5/26/1971 AX301b,304C,183b 4174 6314 WIP3164,6874 setllartofflnscanJn3164,fuUseanln6874 782 5/27/1971 AX410J 5535 5270 5182 WIP3164,6874 setllcutofflnseanin3164,fullseanln6874 783 6/3/1971 AX314, 322, AX313a Walls AX 4598 6190 6261 5748 WIP3164, 6874 setllcutofflnscanln3164,fullseanln6874 784 6/4/1971 CurbAX4008.C.D AX 785 8/5/1971 AXlOllc&D AX ""'
4156 sampled@
5465 6190 5835 5941 5907 5712 5252 WIP3164,6874 WIP3164,6874 setllcutofflnscanin3164,fullseanln6874 setllcutoffinscanln3164,fullseanln6874 endofpump setllanddatecutofflnWIP3164scan, 78SA 8/5/1971 AX*lOllC&D AX 5765 WIP3164,6770 discharge remain!ngdatamatches6770 786 8/5/1971 C.o!umns3l38 5818 5412 5449 WIP3164,6874 setllcutofflnscanln3164,futlseanln6874 787 8/9/1971 AX22SC 5553 5960 NOT@AREA PLACED WIP 3164, 6874 setllcutofflnseanin3164,fu!lseanln6874 788 8/12/1971 AX323Wall 6314 6367 6561 5900 WIP3164,6874 setllcutofflnseanin3164,fu!lseanin6874 8/13/1971 AXSOOAX503A 5500 5146 4881 WIP3164,6874 setllcutofflnscanin3164,fu!lseanln6874 8/13/1971 AXSOOAXS03A 5712 5695 5182 5323 WIP3164,6874 setllcutofflnseanin3164,fu!1seanln6874 sampled@
end of pump setllanddatecutoff!nWIP3l64scan,
~ 8/13/1971 AX-5ro\&503A 5889 5871 WIP3164,6770 discharge remalnlngdatamatches6770 hose 8/13/1971 AX500&503A 6084 6172 5836 WIP3164,6874 8/17/1971 AX*226C 6296 6473 WIP3164,6874 8/20/1971 AX500B&S038 5915 5942 5978 WIP3164,6874 8/24/1971 AX4118 5783 5836 4987 WIP3164,6874 sampled@
end of pump setllanddatecutoffinWIP3164scan, 801A 8/24/1971 AX-4118 WIP3164,6770 discharge remainlngdatamatches6770 802 8/25/1971 AX-410C&225d 4000 """
4280 5995 5907 5235 WIP3164,6874 Thispourislikelypartofthe1Cl57Elparapet wallfortheAuxBuilding. Checktoseeifthe 803 8/26/1971 1057PARAPETWAl1 3873 5305 5447 4969 WIP3164,6874 testresultscorrespondwlthanyoftheother para etwall ours.
Setllisnotcompletelyleglble.1..oglcally basedondatesandwhatnumbencanbe 810 8/31/1971 AX502Relief Panel AX 4757 6101 6278 5465 WIP3164, 13605 readonthlspageandthepreviouspageof WIP3164,this5etllls810.
9/2/1971 AX123E 5748 5695 4899 WIP3164,6770.13605 seenoteforSet118lO sampled@
endofpump setllanddatecutoffinWIP3164scan, 8llA 9/2/1971 AXillE AX 5712 WIP3164,6770 discharge remaln1ngdatamatches6770 hose 9/9/1971 AX501&503 Part 4633 6119 5182 WIP3164,6770,13605 seenotefor5etlt8l0 814 9/9/1971 AX501&503 Part AX 4000 6296 6190 5553 WIP3164,6770,l3605 seenoteforSet11810 PressurePanelsElev,1036 9/10/1971 4000 3810 5465 NOT@AREA PLACED WIP 3164, fiTlO, 13605 seenotefor5etll8l0 (AxBldg.l 816 9/15/1971 AX2260Wall 4522 6278 6225 6225 5376 WIP3164,6Tl0,13605 seenoteforSet/1810 9/16/1971 AX411CWall 5925 5447 WIP3164,6Tl0,13605 seenotefor5etll810 819 9/17/1971 RP21aandb RP 5801 5376 5518 5146 WIP13605 N 7980 1057Parapets-AX50S,514, 9/22/1971 3749 5518 5482 4510 WIP3164,6770,13605 seenoteforSet118l0 515,516&507 821 9/23/1971 AX 6314 6261 4863 WIP3164,6770,13605 seenoteforSetll810 824 9/28/1971 RP 4899 WIP13497 N 7976 Setlllsnotcompletelylegible. l..o2ically basedondatesa11dwhatnumbencanbe 825 9/29/1971 AX*1220Wall AX 6101 5925 WlP6Tl0,13497,3919 1eadonthlspageofWJP6770,th!sSetllis 825.C.onflrmedlnWIPl3497.
9/30/1971 AXl23FWall AX 5818 5642 6013 4350 WIP6770, 13497,39l9 seeriotefor5et11825 l0/7/1971 AX S3ll5 5359 4191 WIP6770,13497,3919 seenoteforSetll825 10/8/1971 RP21D RP 5995 5129 WIP13497 N{7979) 832 10/12/1971 AX206andPads AX 4563 6314 5376 WIP6770,l3497,3919 seenoteforSet11825 833 10/13/1971 RP22A RP 6473 6190 11987 WIP13497 Nl7982) 834 10/14/1971 AXfDJA AX 6526 5412 WIP6770, 13497,3919 seenoteforSetll825 835 10/14/1971 AXfDJA AX 6756 5500 WIP6770, 13497,3919 seenoteforSet11825 AX 5624 5978 4492 WIP6770, 13497,3919 seenotefor5etll825
Calculation No.: FC08499 Rev. 0 Page 24of133 Evaluation of FCS Concrete Compressive StrenQth Test Data
,~. BulldfngCode I
-- Re:;a~l:;r~;~';°' !Notes locatlonofConcrete Spedfled 1*70ay 111-280ayLabllll-28DayLabllV-2803yLab V-28Dayfleld &:ternalSubgrade CyUnders AX" Auxiliary Bu!ldlng, Refererv;e Placement Strength{psl)Strength(psl)Strength(psl) Strength(psiJ Strength{psl) Strength(psl} Wall?(F/N)
RP;ReactorPlant 837 "'"
10/15/1971 AY.112C 0048 6261 seenoteforSet11825
"' 10/18/1971 10/'12/1971 RP200 RP ""'
'474 6207 6384 5444 5005 IWIP6770, 13497,3919 WlP13497 WIPl.3497,39192 5588 7481 7446 lD/l6/l l1057RoofB.O.SPipeSleve£.
971 AX 4669 61n 6401 6473 5093 I WIP13497,39192 AUll.Bldii.
841 ll0/26/19711 RP22b RP N(7982) 842 110/27/19711 RP-7-2 RP 4315 3'78 6'67 61n ""'
5642 5765 4863 4403 WJP13497 WIP13497 Y{7984' 1artiallvsurroundsreactor 10/JS/19711 AX122C 42'4 6207 6172 5111 I WIP13497,39192 845 846 I 1Vifi.971 I I 11/2/1971 I AX-6008 AX-6008 ,., 6437 ""
6473 6384 6314 4350 4474 I WIP13497,39192 I WIP13497,39192 3961 fil1IJ 847 I 11/4/1971 I AX-160BandAX-2°'1 AX 4041 6455 6314 6243 4527 I WIP13497,39192
- II llZ~~ I Roof~~~ ~ 5836 590l
- I =~~ I WIPV
- ~~:192 N/7982l 1M4 Ax. Bld.11.. 3749 5801 5889 851 852 11/10/19711 I 11/11/1971 I AX-fll5ParapetWall AX-600C ,., 4138 3579 5217 5323 4262 4138 I
I WIP13497,39192 WIP13497,39192 853 111/11/1971 AX 5359 5942 4120 I WIP13497,39192 11/11/1971 I AX-114bandc 61.37 5818 6225 4297 I WIP13497,39192 Y{7873) AX-114bandcpartlalabovegrade 855 111/17/1971 I AX114a&dwall 5712 6685 6597 4598 Y(7873) AX-114apartialabovegrade 856 I 11/19/1971 I AX89Slab 5571 5695 5712 4457 WIP13005 11(24/1971 I AX90Sta!rs AX 6207 6243 ti048 I NOT@AREAPLACEOI WIPl.305 fl/2/1971 I AX71698/0inAX316Wall 5288 I NOT@AREAPLACEDI WIP13&'.15 860 112/13/19711 AX139Wall 4987 5641 5571 WIPl.3&'.15 I fl/14/1971 I 861 AX114d
,., "" ""' 5641 WIPl.3005 862 863 I fl/23/1971 I I U/23/1971 I AX114eS!ab AX7080B/0 ,., ..,, 4014 4386 4651 4899 5058 4333 4686 I WIP13EOS WIP13EOS 1/13/19n I AX-192AX-1836b304a,19J.a AX7008B/O'sl,2,3AX700'J Ol13 590l 5801 4959 1/19/JEn 5748 5748 5730 B/O'sl2,3 8n I ll26/19n I 2/1/l912 AX ..,,
6119 6455 Dama.11.edatJobSite 873 875 I 2/4/19n AX ""' 5836 5012 4934 WIP13497 WIP13497 876 2/9/19n AX225C, VA-fB, AX411h, AX234b
,., ..,, '457 5135 SOOS W1Pl3497 2/11/19n I AX32Sa, 326a, 327a (Walls) 4297 4916 5093 5058 WIP13497 3/1/1972 I AX19lbandd 6314 6331 3/1/"J972 I AX32Sb,326b,327bandc 3/2/1972 I AX7024-18/0s 6190 "
6331 WlP13497 4757 5252 5188 5199 WlP13497 881 3/9/1972 I AX B/Os 7019-3 Rm's 4-15 AX 4333 WIP13497 3/15/1972 I 4411 883 AXB/Os7019-ll 3/20/1972 I AX191-E,304Band324-A '411 5925 DamaRedatJobSite WlPl.3497 WIP13497 3/22/1972 I AXB/Os7003-1 3/29/1972 I AXB/Os7050.1,2,3,4,5 ,., "" 5730 5394 5695 4849 5465 W1P13497 WIP13497 887 3/30/1972 I AX324b,504 4/5/1972 I AX50S,514,516Par~ts ,., ..,, 6526 562' 4757 890 4/10/1972 IAXB/OS7028L7,B410&AA 4563 5836 5659 5925 5925 4916 WIP32516 38a,b,c AXB/057028-3,5,6, 7,15, 891 4/12/1972 AX 5500 5518 5588 5659 18,19,20,22 AXB/057153-57153-3,5 891 4/18/1972 4810 5500 5659 5780 7014-1,2,3,47015-1,2,3,5 893 I 4/19/1972 I B/OS7463-lto12 RPlSAStair&Curb ,., 5659 5465 WIP32516 AXB/057059-5, 7,8 894 I 4/26/1972 IAXB/057059-2,3,67066-10 "'66 5341 895 I 4/27/JE72 I 7030-2,37061-2 AX114Slab ,., 5305 5394 WIP32516 897 I 5/3/1972 IAXB/057030-1,6,7,147029- 5765 5836 4793 898 I 5/4/1972 I 5, 77039-7AX114BStairs AXB/07Q61).1 ,., 3537 5359 5041 4740 WIP32516 5/10/JE72 IAXB/057028-1,11,127029-4315 5012 I
1.2,3,4,5,7,8,9
,., "" WIP32516 900 5/11/1972 IAXB/057023-77025-2,3,5,6 4669 3944 7017-1 5/16/1972 IAAB/~~:~~~::7019- ,., 4156 4899 5146 4686 WlP32516 902 I 5/18/1972 IAXB/057146-17174-17147-2; ,., 4174 4757 4651 4067
Calculation No.: FC08499 Rev. 0 Page 25of133 Evaluation of FCS Concrete Compressive Strength Test Data It is possible that the test data that has been logged does not encompass all test data for the construction of the AB and CIS. Although there may have been additional original test data, locating 903 of the 912 unique sets identified is considered an appropriate sample representation of the entirety of the FCS original test data. See Attachment 8.2 for all 912 sets identified.
Four sets of data as described below will be evaluated separately.
Case 1: All Class B AB data.
Case 2: All Class B AB data except pours contributing to external subgrade walls.
Case 3: All Class B CIS data.
Case 4: All Class B CIS data except pours contributing to the floor beneath the reactor core and the concrete immediately surrounding the reactor core.
Calculate 95% Confidence Levels The sample population standard deviation and mean are calculated considering the test strengths reported. The 95% confidence level is calculated from mean and standard deviation.
SAMPLE POPULATION STANDARD DEVIATION, cr SAMPLE POPULATION MEAN,µ SINGLE TAIL 95% CONFIDENCE, µ - 1.645cr A single tail test is appropriate as long as the impact of values falling outside the range of values on the opposite side of the curve has been considered. i.e. Is it a problem if the compressive strength is substantially higher than the mean?
Since any compressive strength higher than the mean presents no negative impact, it is appropriate to use a single tail test.
As stated in ACI 214-77, "The strength of concrete test specimens on controlled projects can be assumed to fall into a pattern similar to the normal frequency distribution." [62] Therefore, the 95% confidence level corresponds with 1.645cr.
A summary of the mean, standard deviation, and 95% confidence level for cases 1 through 4 is included in Section 6.0 of this calculation.
Calculate Consecutive Test Rolling Averages Rolling averages are calculated on the following pages by averaging sets of 3 and 5 chronologically consecutive test strength values.
Calculation No.: FC08499 Rev. O Page 26 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Calculate Rolling Average Minimum for 3 Consecutive Tests and 10% Passing Limit - Case 1 Date Building Code Location of Concrete 11- 2B Day lab lll-2BDay lab IV - 28 Day Lab External Subgrade 3 Consecutive Rolling 3 Consecutive Rolling 3 Consecutive Rolling Set# cylinders AX= Auxlllary Building, Placement Strength (psi) Strength (psi) Strength (psi) Wall?(F/N) Average I (psi) Average II (psi) Average Ill (psi)
Cast RP =Reactor Plant Wall W-4 Part #1 Auxiliary 43 2/17/1969 AX 7039 6862 7039 Y(7641) 6980 Building Wall W-5 Part #2 Auxiliary 44 2/18/1969 AX 5818 6048 5588 Y(7642) 6573 6302 5818 Building Wall W-3 Part #3 Auxiliary 45 2/19/1969 AX 6544 6968 7163 6060 6367 6892 Building Wall W-5 Part #5 Auxiliary 48 2/22/1969 AX 5907 5907 5818 Y(7642) 6679 6326 5877 Building 51 2/28/1969 Auxiliary Building Wall W-1 AX 6827 6579 6296 6184 6408 6567 52 2/28/1969 Auxiliary Building Wall W-1 AX 7074 7127 7286 6650 6832 7162 971-Auxiliary Bldg. W-SA, W4 72 3/8/1969 AX 6597 6650 6862 Y(7641) 7003 6844 6703 P-4,W-2P-2 971-Auxiliary Bldg. W-8A, W4 73 3/8/1969 AX 6544 6544 6685 Y(7641) 6685 6650 6591 P-4, W-2 P-2 971-Auxiliary Bldg. W-8A, W4 74 3/8/1969 AX 6986 6508 6791 Y(7641) 6738 6726 6762 P-4, W2P-2 121 5/8/1969 Slab 55-lAuxiliary Bldg. AX 6650 6667 6950 6650 6703 6756 122 5/8/1969 Slab 55-lAuxiliary Bldg. AX 7021 7003 7074 6879 6991 7033 123 5/8/1969 Slab 55-lAuxiliary Bldg. AX 6827 6667 6720 6968 6856 6738 124 5/8/1969 Slab 55-1 Auxiliary Bldg. AX 6261 6667 6367 6549 6549 6432 125 5/8/1969 Slab 55-lAuxillary Bldg. AX 6827 6137 6667 6620 6444 6544 126 5/8/1969 Slab 55-lAuxiliary Bldg. AX 7286 7251 6986 6697 7068 7174 127 5/8/1969 Slab 55-lAuxiliary Bldg. AX 6544 6650 6420 6927 6727 6538 148 5/23/1969 Auxiliary Building AX-13-wall AX 6809 6650 6650 Y(7653) 6626 6626 6703 149 5/23/1969 Auxiliary Building AX-13-wall AX 6579 6561 6720 Y(7653) 6626 6597 6620 179 6/6/1969 Aux. M-7 AX 5801 5588 5606 6361 6036 5665 180 6/6/1969 Aux. M-7 AX 7499 7622 7304 6231 6909 7475 181 6/6/1969 Aux.Wt-7 AX 7127 7110 6968 7351 7180 7068 182 6/6/1969 Aux.Wt-7 AX 7092 6402 7056 7057 6821 6850 183 6/6/1969 Aux. Wt-7 AX 7339 6473 6809 6932 6956 6874 184 6/6/1969 Aux M-7 AX 6066 6367 6278 6449 6414 6237 185 6/6/1969 Aux M-7 AX 6544 6720 6650 6396 6514 6638 186 6/6/1969 Aux M-7 AX 6880 6880 6720 6750 6803 6827 187 6/6/1969 Aux M-7 AX 7110 7180 7003 6903 7003 7098 188 6/6/1969 Aux M-7 AX 7110 6915 7216 7098 7009 7080 189 6/9/1969 Aux17&18 AX 7003 7428 7074 7045 7216 7168 206 6/13/1969 Aux Building M-6 AX 7463 7145 7835 7322 7227 7481
Calculation No.: FC08499 Rev. O Page 27 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete ll-28Daylab 111- 28Day Lab IV - 28 Day Lab External Subgrade 3 Consecutive Rolling 3Consecutive Rolling 3 Consecutive Rolling Set# Cylinders AX= Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Wall?(F/N) Average I (psi) Average II (psi) Average Ill (psi)
Cast RP =Reactor Plant 207 6/13/1369 Aux Building M-6 AX 7251 7163 7145 7410 7416 7186 208 6/13/1369 Aux Building M-6 AX 7251 7251 7145 7186 7216 7216 209 6/13/1369 Aux Building M-6 AX 7905 6933 7463 7434 7328 7434 210 6/13/1369 Aux Building M-6 AX 7782 7491 7835 7393 7579 7703 211 6/13/1969 Aux Building M-6 AX 6667 7446 7322 7331 7316 7145 212 6/13/1969 Aux Building M-6 AX 7640 7092 7082 7469 7351 7271 213 6/13/1369 Aux Building M-6 AX 7499 7640 7799 7224 7407 7646 256 6/24/1969 AX57 AX 6773 6614 6137 Y(7655) 7404 7062 6508 258 6/25/1369 M8Aux Mat AX 6296 6154 6154 6349 6136 6201 259 6/25/1369 MSAuxMat AX 6ll9 6225 6084 6142 6166 6143 260 6/25/1369 MSAuxMat AX 6437 6915 6597 6249 6479 6650 261 6/25/1969 MBAuxMat AX 6827 6667 6720 6780 6697 6738 262 6/25/1369 MSAuxMat AX 6420 6243 6402 6602 6461 6355 263 6/25/1369 MB Aux Mat AX 6048 6084 6632 6231 6178 6255 264 6/25/1969 MS Aux Mat AX 5500 5801 5659 6072 5978 5653 265 6/25/1969 MS Aux Mat AX 6331 6225 6597 5930 6072 6384 267 6/26/1969 AX39 AX 7a;5 7180 7145 Y(7657) 6626 6944 7127 284 7/2/1970 AXSl Wall AX 6066 5889 6225 6797 6367 6060 286 7/9/1970 AX-65&66 Walls AX 5854 5606 5305 Y(7656) 5989 5895 5588 287 7/9/1970 AX73Wall AX 6101 6225 6225 Y(7659) 5671 5877 6184 288 7/11/1970 AX56 AX 6455 6437 6420 6302 6372 6437 292 7/18/1370 AX40&41 AX 5854 5783 5889 6237 6019 5842 303 7/22/1369 AX-53 AX 6101 6296 6013 5924 6095 6137 306 7/23/1969 AX60Wall AX 5995 6897 6314 6101 6302 6402 308 7/24/1369 AX70 AX 6190 6349 6084 Y(7659) 6467 6284 6208 322 8/13/1369 AX-44 AX 5535 5624 5712 5989 5748 5624 332 8/15/1969 AX67Wall AX 5571 5447 5606 Y(7662) 5636 5577 5541 335 8/20/1969 AX77A AX 6101 6172 6031 Y(7676) 5718 5960 6101 336 8/21/1969 AX54 AX 5979 5995 6048 6061 6002 6007 337 8/21/1959 AX33 AX 5818 6101 5836 Y(7665) 5954 5989 5918 342 8/22/1969 AX61AWall AX 5801 5871 5765 5913 5836 5812 343 8/26/1969 AX47Wall AX 5801 5889 5871 5812 5818 5854 344 8/26/1969 AX68 AX 5960 5978 6013 Y(7662) 5907 5936 5984 345 8/28/1969 AX37 & 37a AX 6ll9 5889 5925 6037 6007 5978 346 9/2/1969 AX45 AX 5871 6172 5801 5895 5989 5948 347 9/3/1969 AX76 AX 5748 6172 6190 Y(7676) 5907 5907 6037 348 9/5/1969 AX71 AX 6561 6384 6207 6308 6378 6384 349 9/9/1969 AX36 &37b AX 6349 6384 6420 6313 6313 6384 367 9/15/1969 AX62, 63. 64 AX 5412 5323 5518 6072 5718 5418 373 9/19/1369 AX3 AX 6278 5889 5801 5706 5895 5989 374 9/19/1369 AX78Slab AX 5871 5889 5889 5854 5854 5883 375 9/19/1369 AX24 AX 6119 5854 6172 5966 5954 6048 376 9/22/1969 AX58 AX 6207 6367 6084 6078 6249 6219 379 9/24/1969 AX-16 AX 6137 6013 6207 6196 6078 6119 396 9/30/1969 AX-15 AX 5907 6031 5978 6042 6048 5972
Calculation No.: FC08499 Rev. O Page 28 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete ll-28Daylab lll-28Daylab IV- 28 Day Lab External Subgrade 3 Conserutive Rolling 3 Consecutive Rolling 3 Consecutive Rolling Set# Cylinders AX= Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Walll(F/N) Average I (psi) Average II (psi) Average Ill (psi) cast RP= Reactor Plant 397 10/1/1969 AX-31 AX 6154 6172 6367 6054 6101 6231 398 10/2/1969 AX-7 AX 6031 6154 5677 Y(7674) 6190 6184 5954 400 10/3/1969 AX27Wall AX 5960 5518 5482 5930 5718 5653 404 10/7/1969 AX74AWall AX 6579 6738 6278 Y(7684) 5860 6266 6532 406 10/9/1969 AXlOWaii AX 5482 5854 5482 Y(7654) 6166 5871 5606 409 10/10/1969 AX-8 AX 5907 6066 5942 Y(7687) 5748 5818 5972 415 10/20/1969 AX-36-"B"Wall AX 5252 5058 5040 Y(7691) 5753 5417 5117 416 10/21/1969 AX9B AX 6331 5588 5960 5476 5653 5960 417 10/21/1969 AX22 AX 5978 6137 4934 5842 6025 5683 420 10/27/1969 AX-25 AX 6013 6101 6084 5695 5683 6066 422 10/29/1969 AX lOSSlab AX 6296 6261 6137 6160 6214 6231 424 11/3/1969 AX-9AWal AX 5642 5482 5925 6013 5754 5683 428 11/7/1969 AX 107Slab AX 5748 5942 5871 5718 5872 5854 429 11/10/1969 AX 138, 143, 144, 146 AX 5871 6154 6101 5895 5965 6042 430 11/10/1969 AX 138, 143, 144, 146 AX 4n5 4969 5235 5677 5282 4993 431 11/10/1969 AX 138, 143, 144, 146 AX 6367 6650 6720 5524 6084 6579 432 11/11/1969 AX-21Wall AX 6968 7145 7145 6n9 6944 7086 440 11/15/1969 AX-lOOSlab AX 6013 6225 6013 6768 6461 6084 441 11/15/1969 AX-lOOSlab AX 6597 6473 6437 6278 6361 6502 446 11/18/1969 AX-19Wall AX 6526 6720 6632 6479 6561 6626 449 11/20/1969 AX-20Wall AX 6031 6207 6048 6461 6290 6095 455 11/21/1969 AX-5Wall AX 7254 6968 7U7 6503 6757 7116 456 11/21/1969 AX-175 & 176 Wail AX 6084 6473 6544 6726 6561 6367 458 11/24/1969 AX-104 B AX 7003 6986 6632 6673 6844 6874 460 11/25/1969 AX-106Slab AX 6473 5978 6544 6697 6361 6332 461 11/25/1969 AX-106 Slab AX 6154 6420 6190 6225 6373 6255 462 11/25/1969 AX-106 Slab AX 6402 6561 6384 6337 6384 6449 464 11/29/1969 AX-101Slab AX 6154 6473 6154 6366 6337 6260 465 11/29/1969 AX-101Slab AX 6579 6508 6614 6402 6414 6567 467 12/2/1969 AX177AWa11 AX 6720 6561 6738 6614 6632 6673 468 12/5/1969 AX-246Wa11 AX 6296 6508 6597 6532 6514 6467 469 12/5/1969 AX-246Wall AX 6013 6084 6013 6373 6231 6037 475 12/12/1969 AX-1 AX 5942 6013 5482 6013 5989 5812 476 12/12/1969 AX-1 AX 6172 6349 6172 5889 6001 6231 4n 12/12/1969 AX-1 AX 6225 6367 6473 6249 6255 6355 478 12/12/1969 AX-1 AX 5836 5871 5500 6225 6060 5736 479 12/12/1969 AX-1 AX 6473 5854 5854 5948 5942 6060 480 12/15/1969 AX-174A AX 6119 6384 6314 5942 6119 6272 481 12/16/1969 AX-166-167Wa11 AX 6614 6756 6650 6437 6561 6673 484 12/19/1969 AX-1756&1768Wall AX 5801 56n 5341 6402 6043 5606 485 12/22/1969 AX-161Walls AX 5871 5730 6031 5630 5647 5877 490 1/7/1970 AX-102 &103 AX 6437 6367 6544 6066 6278 6449 491 1/7/1970 AX-102 & 103 AX 6084 6084 6013 6332 6237 6060 492 1/7/1970 AX-102& 103 AX 5553 5518 5730 5883 5695 5600 493 1/7/1970 AX-102 & 103 AX 6137 6367 6084 5795 6078 6196
Calculation No.: FC08499 Rev. 0 Page 29 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete ll-28Daylab Ill- 28Day Lab IV- 28 Day Lab External Subgrade 3 Consecutive Rolling 3 Consecutive Rolling 3 Conserutive Rolling Set# Cylinders AX. =Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Wall?(F/N) Average I (psi) Average II (psi} Average Ill (psi)
Cast RP= Reactor Plant 494 1/7/1970 AX-102 & 103 AX 5871 5765 6013 6107 5907 5883 495 1/8/1970 AX-102 & 103 AX 5871 5907 5889 5883 5930 5889 496 1/8/1970 AX-102 & 103 AX 5659 5553 5624 5818 5700 5612 498 1/13/1970 AX-154-165 AX 6261 6013 6526 5813 5966 6267 499 1/14/1970 AX 109 AX 5818 5588 5730 6119 5977 5712 500 1/15/1970 AX 163 AX 6526 6685 6614 5948 6314 6608 501 1/16/1970 AX 159 AX 6084 6119 5942 6461 6272 6048 504 1/26/1970 AX 108Slab AX 5659 5695 5801 5907 5765 5718 507 1/28/1970 AX-153Wall AX 5518 5394 5642 5671 5571 5518 508 1/30/1970 AX-142Wall AX 6066 5677 5730 5701 5795 5824 509 2/6/1970 AX-137Wall AX 5925 5907 5642 5n7 5854 5825 529 4/8/1970 AX141Wall AX 6119 5907 6314 5889 5889 6113 530 4/9/1970 AX122A Wall AX 5588 5364 5801 V(n28) 5936 5755 5584 532 4/14/1970 AX 140Wa11 AX 6225 6190 6101 5797 6072 6172 533 4/15/1970 AX-2 AX 6349 6278 6420 6213 6243 6349 534 4/15/1970 AX-2 AX 6437 6490 6437 6378 6449 6455 535 4/15/1970 AX-2 AX 6243 6402 6314 6390 6361 6320 537 4/22/1970 AX149 AX 6579 6172 6n3 6432 6355 6508 538 4/23/1970 AX 138 AX 6402 6650 6703 6449 6608 6585 540 4/28/1970 AX- 29d wall AX 6013 6154 6225 6455 6290 6131 541 4/29/1970 AX74A AX 5995 6066 5925 V(7684) 6125 6095 5995 543 5/1/1970 AX 136A AX 6933 7003 6968 6308 6620 6968 544 5/4/1970 AX-110 AX 6614 6791 6402 6862 6791 6602 545 5/4/1970 AX-110 AX 6243 6367 6190 6479 6337 6267 546 5/4/1970 AX-110 AX 6261 6561 6508 6273 6337 6443 547 5/4/1970 AX-110 AX 6437 6296 6544 6502 6414 6426 548 5/5/1970 AX-170&172 AX 6261 6490 6473 6367 6432 6408 550 5/6/1970 AX-200 AX 6278 6190 6031 6414 6314 6166 551 5/6/1970 AX-200 AX 6579 6119 6437 6267 6243 6378 554 5/8/1970 AX 121AS1ab AX 5659 5978 5836 6072 6025 5824 555 5/12/1970 AX 147 AX 6048 5801 5783 5954 5895 5877 561 5/26/1970 AX-127 AX 5942 5836 5871 5842 5854 5883 580 6/4/1970 AX 125 & 132 AX 6172 6154 6101 5960 6066 6142 581 6/4/1970 AX 125 & 132 AX 6225 6137 5&54 6160 6154 6072 586 6/9/1970 AX 112 AX 5642 6278 5960 V(n18) 5878 5925 5960 587 6/9/1970 AX 112 AX 6031 6066 5925 V(n18) 6090 6019 6007 588 6/9/1970 AX 112 AX 6172 5836 5871 V(n18) 6CE4 5978 5960 589 6/10/1970 AX - 123a & AX13G-b AX 6119 6261 6066 5942 6084 6149 594 6/16/1970 AX-111 AX 5854 5960 5730 6060 5960 5848 595 6/16/1970 AX-111 AX 6031 6119 5942 5907 5960 6031 596 6/18/1970 AX-130 AX 6119 6314 6190 6060 6125 6208 600 6/22/1970 AX-124&126 AX 6084 6331 6154 6196 6202 6190 601 6/23/1970 AX 170& 172 AX 6119 6137 6119 6201 6137 6125 602 6/24/1970 AX 212 &215 AX 6827 6437 6526 6361 6461 6597 608 6/26/1970 AX 133 AX 6048 5978 6225 6337 6184 6084
Calculation No.: FC08499 Rev. O Page 30of133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete II- 28Day t.b 111- 28 Day t.b IV- 28 Day Lab External Subgrade 3 Consea.itive Rolling 3 Consecutive Rolling 3 Consecutive Rolling Set# Cylinders AX =Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Walil (F/N) Average I (psi) Average II (psi) Average Ill (psi)
Cast RP =Reactor Plant 610 6/30/1970 AX211 AX 5978 6119 6225 6060 6107 6107 614 7/2/1970 AX - lSlb & 157b AX 6278 S765 5960 6207 6089 6001 618 7/7/1970 AX 1516 t 1576 AX 6207 5907 5925 S9n 6025 6013 619 7/10/1970 AX-134WALL AX 5871 5748 6119 5901 5848 5913 620 7/10/1970 AX-134WALL AX 6101 6048 6207 5989 6089 6119 621 7/10/1970 AX-134WALL AX 6154 6013 5854 6136 6US 6007 622 7/10/1970 AX-134WALL AX 6190 6137 6278 6019 6060 6202 623 7/10/1970 AX-134WALL AX 6437 5960 6225 6284 6225 6207 627 7/13/1970 AX-202A AX 6437 6738 6384 6207 6467 6520 628 7/13/1970 AX-202A AX 5889 5642 5836 6337 5972 5789 629 7/13/1970 AX-202A AX 6296 6119 5995 5925 6084 6137 630 7/13/1970 AX-202A AX 6738 6526 6614 6284 6420 6626 631 7/14/1970 AX210a AX 6190 6190 5995 6443 6331 6US 637 7/16/1970 AX 171+179 AX 5871 5642 5836 6019 5836 5783 641 7/17/1970 AX-150 AX 5748 5907 5925 5742 5830 5860 643 7/22/1970 AX 201 AX 6013 6190 6172 5948 6043 GUS 644 7/22/1970 AX201 AX 6402 6402 6437 6255 6325 6414 645 7/22/1970 AX148 AX G278 G278 6084 6372 6331 6213 647 7/24/1970 AX-184A AX 5712 5164 5465 6025 5653 5447 648 7/27/1970 AX-113 AX 5942 6013 5571 5524 5807 5842 649 7/27/1970 AX-113 AX 5871 G048 5960 5818 5830 5960 654 7/30/1970 AX-214 AX 5783 5801 5394 5930 5848 5659 655 7/31/1970 AX-218, 220, 223 AX 5695 5764 5447 5630 5618 5635 658 8/3/1970 AX-204A+205A AX 5801 5642 6013 5671 5630 5819 659 8/6/1970 AX-216+217 AX 6066 5925 6013 5907 6001 6001 660 8/6/1970 AX 168a+169 AX 5818 6296 6207 5919 6042 6107 664 8/7/1970 AX 203, 205 b AX 6261 6314 6119 6255 6261 6231 665 8/7/1970 AX 203, 20Sb AX 6172 6261 6137 6202 G184 6190 670 8/11/1970 AX-162 AX 5995 6243 6048 G131 GUS 6095 671 8/13/1970 AX-182a AX 5942 5765 5907 6078 5918 5871 G74 8/20/1970 AX 1688 AX 5606 5606 5588 5759 5706 5600 678 8/27/1970 AX-221 AX 5535 5606 5341 5576 5576 5494 679 8/28/1970 AX 300a, 301a + 131a AX 5748 5748 6031 5565 56U 5842 680 8/28/1970 AX 300a, 301 a +181bl AX 5500 5553 5411 5760 5695 5488 683 9/10/1970 AXU2b AX 6048 5978 6402 5671 5812 6143 687 9/15/1970 AX 178COLS AX 6844 6579 6473 6408 G608 6632 689 9/21/1970 AX-225A + 226A AX 5765 6261 6544 G272 G166 6190 690 9/21/1970 AX-22SA + 226A AX 6190 5942 6084 6332 G225 6072 692 9/23/1970 AX 2048 AX 6331 6314 6597 6119 G243 6414 693 9/25/1970 AX-302 AX 6119 6314 5942 6343 G343 6US 694 9/25/1970 AX-302 AX 6278 6119 6261 6178 6113 6219 695 9/25/1970 AX-1248 AX 6597 6579 6579 6326 6479 6585 696 9/29/1970 Ax-231 &235 AX 6296 6367 6278 6485 6414 6314 697 9/30/1970 AX 317 &233 AX 5571 5871 6066 6072 5907 5836 698 10/1/1970 Ax311&3U AX 5818 5659 5712 5918 5848 5730
Calculation No.: FC08499 Rev. 0 Page 31 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code location of Concrete ll-28Daylab 111- 280ay Lab IV- 28 Day lab External Subgrade 3 Consecutive Rolling 3Consecutive Rolling 3 Consecutive Rolling Set# Cylinders AX =Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Wall?(F/N) Average I (psi) Average II (psi) Average Ill (psi) cast RP= Reactor Plant 700 10/7/1970 Ax 234a AX 5765 5889 5801 5712 5789 5818 701 10/7/1970 Ax 234a AX 5730 5659 5801 5807 5730 5730 702 10/7/1970 Ax 234a AX 6084 5801 5907 5848 5895 5931 703 10/7/1970 Ax 234a AX 5978 6207 6190 5895 6031 6125 704 10/13/1970 AX315 AX 6437 6791 6597 6278 6473 6608 7f15 10/14/1970 AX 123b AX 6367 6190 5836 6585 6385 6131 7Cli 10/20/1970 Ax 303 & AX 316 AX 6367 6190 6437 6131 6131 6331 707 10/21/1970 AX 179 & 182 b AX 6314 6367 5995 6314 6373 6225 708 10/ll/1970 AX401a&402b AX 5942 6048 6190 6101 5995 6Cl50 709 10/22/1970 AX401a&402b AX 5871 5696 5871 6036 5919 5813 713 10/29/1970 Ax 318&319 AX 6720 6773 6756 6096 6455 6750 714 10/29/1970 Ax409 AX 6420 6455 6261 6650 6544 6379 715 10/30/1970 Ax-400A AX 6190 6225 6473 6302 6125 6296 716 10/30/1970 Ax-400A AX 6455 6579 6331 6384 6502 6455 717 10/30/1970 Ax-400A AX 6048 5730 6154 6319 6036 5977 718 10/30/1970 Ax-400A AX 5995 5925 6048 5960 6025 5989 7ll 11/6/1970 AX ll7, ll8, ll9 AX 6280 6225 6120 6084 6184 6208 723 11/9/1970 AZ312&313B AX 5854 6013 5925 6rl56 5996 5931 724 11/12/1970 AX 234 B AX 6296 5960 6296 6078 6Cl50 6184 726 11/17/1970 AX77b AX 5978 5818 5765 V(7732) 6078 6031 5854 727 11/17/1970 AX 303 B AX 6296 6261 6207 5960 6107 6255 728 11/17/1970 AX 303 B AX 6119 6137 6119 6196 6154 6125 731 lZ/1/1970 AX-414 AX 5553 5553 5429 5936 5742 5512 733 lZ/4/1970 AX-502 AX 5889 5836 5854 5624 5718 5860 734 12/4/1970 AX-502 AX 5376 5500 5695 5689 5577 5524 734A 12/4/1970 AX50251ab AX 5588 5765 5765 5594 5683 5706 735 12/4/1970 AX-502 AX 5571 5535 5695 5700 5624 5600 736 12/4/1970 AX-502 AX 5394 5412 5447 5541 5500 5418 736A 12/4/1970 AX502Slab AX 5712 5606 5677 5524 5588 5665 737 12/4/1970 AX-502 AX 5783 5748 5659 5689 5736 5730 Cols Elev. 103C AX 310A, AX 743 3/4/1971 AX 6278 6314 6720 5895 6084 6437 321A 744 3/11/1971 AX 402 "B" SLAB AX 5818 5765 5783 6284 6101 5789 Parapet Walls AX 4C6, 406-745 3/18/1971 AX 5482 4669 5588 5677 5311 5246 1044'-0" AX Pads RM69AC-33, VA-17, 747 3/26/1971 AX 5465 5500 5748 5241 5518 5571 VA-18 748 4/2/1971 AX 180Al81A, 1818 Walls AX 5252 5412 5323 5500 5471 5329 AX123C Wall, AX310C, 321C 749 4/5/1971 AX 5606 5412 5270 5447 5447 5429 Cols.
750 4/9/1971 AX 186SlAB AX 5040 4793 4722 5241 5034 4852 751 4/16/1971 AX 181-B Wall & Col. AX321D AX 5129 5500 5500 4881 5117 5376 752 4/19/1971 AX180CWall AX 4704 4757 4704 5235 4987 4722 766 4/26/1971 AX225b, 226b, 410a AX 5677 6154 6013 5046 5512 5948 767 4/26/1971 AXllSb, 226b, 410a AX 6278 6561 6933 6148 6284 6591 768 4/27/1971 AX187a Slab AX188 stairs AX 6048 6119 6137 6514 6367 6101 769 4/29/1971 AX 187b AX 6384 5907 6243 6213 6143 6178 770 5/6/1971 AX 85 Pad AX 7145 6738 7092 6432 6709 6992 775 5/17/1971 AX-411A, 123d, 122C walls AX 6172 6137 6172 6667 6467 6160
Calculation No.: FC08499 Rev. O Page 32 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete II- 28 Day Lab lll-28Daylab IV - 28 Day Lab External Subgrade 3 Consecutive Rolling 3 Conserotive Rolling 3 Consecutive Rolling Set# Cylinders AX=Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Wali?(F/N) Average I (psi) Average II (psi) Average Ill (psi) cast RP= Reactor Plant n6 5/17/1971 AX-411A, 123d, 122C walls AX 6526 6402 6402 6278 6367 6443 780 5/24/1971 AX502AX86Wall AX 6455 6119 6225 Y(7895J 6420 6325 6266 781 5/26/1971 AX30lb, 304C, 183b AX 6013 6084 6314 6119 6107 6137 782 5/27/1971 AX41Db AX 5535 5465 5270 5978 5n1 5423 783 6/3/1971 AX314, 322, AX313a Wal Is AX 6190 6137 6261 5642 5866 6196 784 6/4/1971 CurbAX400B.C.D AX 6031 6190 5942 6143 6161 6054 785 8/5/1971 AX104C&D AX 5465 5836 5907 5866 5748 5736 785A 8/5/1971 AX-104 C & D AX 5907 6172 5765 5883 5995 5948 786 8/5/1971 Columns 313 B AX 5818 5412 6172 5918 5665 5801 787 8/9/1971 AX 225C AX 5553 5960 5836 5712 5895 5783 788 8/12/1971 AX323Wall AX 6314 6367 6561 6037 6172 6414 789 8/13/1971 AX500AX503 A AX 5500 5022 5146 6143 5694 5223 790 8/13/1971 AXSOOAXS03 A AX 5712 5695 5182 5293 5518 5530 790A 8/13/1971 AX-SODA & 503A AX 5838 5889 5871 5572 5636 5866 791 8/13/1971 AX5oo&503A AX 6084 6172 5801 5948 6042 6019 792 8/17/1971 AX-226C AX 6296 6473 6261 6090 6190 6343 800 8/20/1971 AX5008&503B AX 5925 5942 5748 6220 6043 5872 801 8/24/1971 AX411B AX 5783 5836 5624 5824 5789 5748 801A 8/24/1971 AX-411 B AX 5960 5995 5807 5860 5978 802 8/25/1971 AX-410C&225d AX 5995 5907 5801 5995 5951 5901 803 8/26/1971 1057 PARAPfTWALL AX 5305 5447 5341 5671 5518 5364 810 8/31/1971 AX502 Relief Panel AX 6101 6243 6278 5630 5895 6207 811 9/2/1971 AX123 E AX 5748 5695 5359 6090 5907 5601 811A 9/2/1971 AX 123 E AX 5712 5801 5589 5624 5757 813 9/9/1971 AX501&503(Part} AX 6119 6048 6278 5960 6084 6148 814 9/9/1971 AX501&503(Part} AX 6296 6190 6101 6207 6255 6196 Pressure Panels Elev, 1036 815 9/10/1971 AX 5217 5465 5571 5836 5594 5418 (Ax Bldg.}
816 9/15/1971 AX 2260 (Wall} AX 6278 6225 6225 5n1 6025 6243 818 9/16/1971 AX411CWall AX 5925 6508 6367 6125 6219 6267 1057' Parapets-AX SOS, 514, 820 9/22/1971 AX 5518 5482 5500 6131 5789 5500 515, 516 & 507 821 9/23/1971 AX116 AX 6066 6314 6261 5683 5960 6214 825 9/29/1971 AX-122DWa11 AX 6066 6101 5925 6214 6143 6031 826 9/30/1971 AX123FWall AX 5818 5642 6013 5948 5795 5824 830 10/7/1971 AX412B AX 5305 5164 5359 5653 5494 5276 832 10/12/1971 AX 206and Pads AX 6296 6544 6314 5606 6066 6385 834 10/14/1971 AX600A AX 6508 6526 6650 6455 6449 6561 835 10/14/1971 AX600A AX 6685 6756 6508 6620 6697 6650 VA-151A, B, C and D RM. 82 836 10/15/1971 AX 5624 5978 5730 6296 6037 sn1 Ax. Bldg. El. 1036 837 10/15/1971 AX 112C AX 6048 6207 6261 5919 5995 6172 839 10/22/1971 AX413b AX 7481 7446 7375 6650 7063 7434 1057 Roof B.O.S Pipe Sieve E.
840 10/26/1971 AX 6172 6402 6473 6998 6650 6349 Aux. Bldg.
844 10/29/1971 AX 122C AX 6207 6384 6172 6361 6355 6254 845 11/2/1971 AX-6008 AX 6437 6473 6314 6331 6361 6408 846 11/2/1971 AX-600B AX 6720 6384 6738 6502 6473 6614 847 11/4/1971 AX-1608 and AX-204 AX 6455 6314 6243 6526 6502 6337
Calculation No.: FC08499 Rev. 0 Page 33 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete ll-28Dayl.ab 111- 28Day Lab IV- 28 Day Lab External Subgrade 3Consecutive Rolling 3 Consecutive Rolling 3 Consecutive Rolling Set# Cylinders AX= Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Wall?(F/N) Average I (psi) Average II (psi) Average Ill {psi) cast RP= Reactor Plant 849 11/5/l!l71 1044 Roof B.O.S. Ax. Bldg. AX 5801 5889 6137 6119 5978 5942 851 11/10/1971 AX-605 Parapet Wall AX 6137 6402 6331 6054 6225 6290 852 11/11/1971 AX-600C AX 5217 5323 5535 5983 5624 5358 853 11/11/1971 AX-600C AX 5359 6243 5942 5406 5712 5848 854 11/11/1971 AX-114b and c AX 6137 5818 6225 Y(7873) 6107 5966 6060 855 11/17/1971 AX114 a & d wall AX 5712 6685 6597 Y(7873) 5918 6207 6331 856 11/19/1971 AX 89Slab AX 5571 5695 5712 6284 5954 5659 857 11/24/1971 AX 90Stairs AX 6207 6243 6048 5871 6054 6166 858 12/2/l!l71 AX 7169 B/O in AX 316 Wall AX 5164 5649 5288 5818 5620 5367 860 12/13/1971 AX 139Wall AX 5642 5571 5129 5526 5500 5447 861 12/14/l!l71 AX 114d AX 5606 5642 5217 5435 5459 5488 862 12/23/1971 AX 114e Sl~b AX 4651 4899 4863 5170 4922 4804 863 12/23/1971 AX 70808/0 AX 5394 5022 5058 5052 5093 5158 866 1/13/1972 AX-192 AX-1836b 304a, 191a AX 6013 5960 5801 5364 5677 5925 AX 7008B/O's1, 2, 3 AX7009 869 1/19/1972 AX 5748 5748 5730 5836 5766 5742 B/O's 1, 2, 3 872 1/26/1972 AX304A AX 6119 6455 6172 5866 6101 6249 873 2/1/1972 AXJ!llC AX 5588 5942 5659 6072 5901 5730 875 2/4/1972 AX193 AX 5978 6420 5836 5860 6019 6078 AX22SC, VA-69, AX411b, 876 2/9/1972 AX 5518 5164 5235 5925 5506 5306 AX234b 878 2/11/l!l72 AX325a, 326a, 327a (Walls) AX 4916 5093 5(68 5105 5081 5022 879 3/1/1972 AX191 band d AX 6314 6349 6331 5488 5907 6331 880 3/1/1972 AX325b, 326b, 327b and c AX 6190 6331 6225 6290 6284 6249 881 3/2/1972 AX7024-1 B/Os AX 5252 5288 5199 5936 5588 5246 882 3/9/1972 AX B/Os 7019-3 Rm's 4-15 AX 4686 5076 5429 5058 4987 5064 883 3/15/1972 AX B/Os 7019-11 AX 5925 6031 59(6 54n 5795 5954 884 3/20/1972 AX 191-E, 304 Band 324-A AX 6614 6154 6402 6183 6224 6390 885 3/22/l!l72 AX B/Os 7003-1 AX 5730 5624 5659 6095 5919 5671 886 3/29/1972 AX B/Os 7C66-l, 2, 3, 4, 5 AX 6048 5394 5695 5n7 5700 5712 887 3/30/l!l72 AX 324b, 504 AX 6367 6048 6526 5819 6037 6314 888 4/5/1972 AX 505, 514, 516 Parapets AX 5712 5730 5925 6095 5989 5789 AX B/OS 70281, 7, 8 410 & AX 890 4/10/1972 AX 5836 5659 5925 5830 5807 5807 38a, b, c AX B/OS 702&-3, 5, 6, 7, 15, 891 4/12/1972 AX 5500 5518 5588 5695 5648 5535 18, 19, 20, 22 AX B/OS 7153-5 7153-3, 5 892 4/18/l!l72 AX 5500 5659 5780 5535 5582 5646 7014-1, 2, 3, 4 7015-1, 2, 3, 5 B/OS 7463-1to12 893 4/19/l!l72 RPlSA Stair & Curb AX 5288 5359 5659 5576 5476 5435 AX B/OS 7059-5, 7, 8 AX B/OS 7059-2, 3, 6 7066-10 894 4/26/l!l72 AX 5925 5995 6066 5648 5860 5995 703().2, 3 7061-2 895 4/27/1972 AX114Slab AX 7003 6544 6632 6355 6538 6726 AX B/OS 7030-1, 6, 7, 14 7029-897 5/3/1972 AX 5765 5810 5836 6314 6069 5804 5, 77039-7 AX1148 Stairs
Calculation No.: FC08499 Rev. 0 Page 34 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete ll-28Daylab Ill- 28Daytab IV- 28 Day Lab External Subgrade 3 Consecutive Rolling 3 Consea.itive Rolling 3 Consecutive Rolling Set# Cylinders PJ< =Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Wall?(F/N) Average I (psi) Average II (psi) Average Ill (psi) cast RP= Reactor Plant 898 5/4/1972 AX B/O 7060-1 AX 5359 5022 5042 5668 5406 5141 AX 8/0S 7028-1, 11, 12 7029-899 5/10/1972 AX 5288 5022 5341 5117 5117 5217 1,2,3,4,5,7,8,9 AX 8/0S 7023-7 7025-2, 3, 5, 6 900 5/11/1972 AX 4510 4686 4669 4958 4846 4622 7017-1 AX 8/0S 7021-17018-87019-901 5/16/1972 AX 4899 5146 5058 4751 4905 5034 26 7025-3 7038-9 AX 8/0S 7146-1 7174-17147-2 902 5/18/1972 AX 4174 4757 4651 4793 4663 4527 to7 The rolling average minimum and 10% passing limit are included in Section 6.0 of this calculation.
Calculation No.: FC08499 Rev. 0 Page 35 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Calculate Rolling Average Minimum for 5 Consecutive Tests and 20% Passing Limit - Case 1 Date Building Code Location of Concrete II- 28Day lab lll-28Day Lab IV- 28 Day Lab External Subgrade 5 Consecutive Rolling 5 Consecutive Rolling 5 Conserutive Rolling Set# Cylinders AX= Auxiliary Building.
Placement Strength (psi) Strength (psi) Strength (psi) Wall?(F/N) Average I (psi) Average II (psi) Average Ill (psi) cast RP= Reactor Plant Wall W-4 Part #1 Auxiliary 43 2/17/1969 AX 7039 6862 7039 Y(7641)
Building Wall W-5 Part #2 Auxiliary 44 2/18/1969 AX 5818 6048 5588 Y(7642) 6561 6271 Building Wall W-3 Part #3 Auxiliary 45 2/19/1969 AX 6544 6968 7163 6207 6193 6462 Building Wall W-5 Part #5 Auxiliary 48 2/22/1969 AX 5907 5907 5818 y (7642) 6434 6498 6353 Building 51 2/28/1969 Auxiliary Building Wall W-1 AX 6827 6579 6296 6324 6208 6285 52 2/28/1969 Auxiliary Building Wall W-1 AX 7074 7U7 7286 6519 6781 6872 971-Auxiliary Bldg. W-BA, W4 72 3/8/1969 AX 6597 6650 6862 Y(7641) 6876 6947 6904 P-4, W-2 P-2 971-Auxillary Bldg. W-BA, W4 73 3/8/1969 AX 6544 6544 6685 Y(7641) 6788 6639 6657 P-4, W-2P-2 971-Auxiliary Bldg. W-SA, W4 74 3/8/1969 AX 6986 6508 6791 Y(7641) 6724 6653 6703 P-4, W2 P-2 121 5/8/1969 Slab 55-lAuxiliary Bldg. AX 6650 6667 6950 6724 6720 6713 122 5/8/1969 Slab 55-1 Auxiliary Bldg. AX 7021 7003 7074 6816 6858 6943 123 5/8/1969 Slab 55-1 Auxiliary Bldg. AX 6827 6667 6720 6975 6918 6858 124 5/8/1969 Slab 55-1 Auxiliary Bldg. AX 6261 6667 6367 6710 6628 6536 125 5/8/1969 Slab 55-1 Auxiliary Bldg. AX 6827 6137 6667 6568 6452 6533 126 5/8/1969 Slab 55-1 Auxiliary Bldg. AX 7286 7251 6986 6657 6834 6865 127 5/8/1969 Slab 55-1 Auxiliary Bldg. AX 6544 6650 6420 6947 6943 6770 148 5/23/1969 Auxiliary Building AX-13-wall AX 6809 6650 6650 Y(7653) 6682 6615 6636 149 5/23/1969 Auxiliary Building /J.X.-13-wall AX 6579 6561 6720 Y(7653) 6622 6650 6632 179 6/6/1969 Aux. M-7 AX 5801 5588 5606 6462 6250 6055 180 6/6/1969 Aux. M-7 AX 7499 7622 7304 6243 6423 6724 181 6/6/1969 Aux. M-7 AX 7U7 7110 6968 7032 7332 7226 182 6/6/1969 Aux. M-7 AX 7092 6402 7056 7UO 6940 6926 183 6/6/1969 Aux. M-7 AX 7339 6473 6809 6971 6872 6B16 184 6/6/1969 Aux M-7 AX 6066 6367 6278 6749 6611 6399 185 6/6/1969 Aux M-7 AX 6544 6720 6650 6413 6395 6512 186 6/6/1969 Aux M-7 AX 6880 6880 6720 6614 6735 6770 187 6/6/1969 Aux M-7 AX 7110 7180 7003 6848 6954 6979 188 6/6/1969 Aux M-7 AX 7110 6915 7216 7025 7064 7085 189 6/9/1969 Aux17&1B AX 7003 7428 7074 7049 7134 7U7 206 6/13/1969 Aux Building M-6 AX 7463 7145 7835 7237 7223 7389
Calculation No.: FC08499 Rev. 0 Page 36 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete 11-28Daylab 111- 280ay Lab IV - 28 Day Lab External Subgrade 5 Conserutive Rolling 5 Conserutive Rolling 5 Consecutive Rolling Set# Cylinders AX= Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Walll(F/N) Average I (psi) Average II (psi) Average Ill (psi)
Cast RP =Reactor Plant 207 6/13/1969 Aux Building M-6 A'X 7251 7163 7145 7354 7371 7308 208 6/13/1969 Aux Building M-6 A'X 7251 7251 7145 7329 7212 7191 209 6/13/1969 Aux Building M-6 A'X 7905 6933 7463 7339 7297 7339 210 6/13/1969 Aux Building M-6 A'X nsi 7491 7835 7446 7515 7501 211 6/13/1969 Aux Building M-6 A'X 6667 7446 7322 7448 7444 7352 212 6/13/1969 Aux Building M-6 AX 7640 7092 7082 7382 7233 7316 2l3 6/13/1969 Aux Building M-6 A'X 7499 7640 n99 7327 7391 7422 256 6/24/1969 AX57 A'X 6n3 6614 6l37 Y(7655) 7359 7265 6993 258 6/25/1969 MB Aux Mat A'X 6296 6154 6154 6724 6395 6271 259 6/25/1969 MS Aux Mat A'X 6119 6225 6084 6172 6190 6147 260 6/25/1969 M8Aux Mat A'X 6437 6915 6597 6204 6356 6452 261 6/25/1969 MB Aux Mat A'X 6827 6667 6720 6572 6689 6745 262 6/25/1969 MS Aux Mat AX 6420 6243 6402 6646 6575 6490 263 6/25/1969 M8Aux Mat A'X 6048 6084 6632 6367 6239 6282 264 6/25/1969 MS Aux Mat AX 5500 5801 5659 6133 6013 5935 265 6/25/1969 MB Aux Mat A'X 6331 6225 6597 5985 5903 6123 267 6/26/1969 A'X39 A'X 7CE6 7180 7145 Y(7657) 6374 6678 6841 284 7/2/1970 AX51Wall A'X 6066 5889 6225 6809 6667 6501 286 7/9/1970 AX-65&66 Walls A'X 5854 5606 5305 Y(7656) 6236 5928 5n6 287 7/9/1970 AX73Wall A'X 6101 6225 6225 Y(7659) 5818 5818 5892 288 7/11/1970 A'X56 A'X 6455 6437 6420 6062 6289 6352 292 7/18/1970 AX40&41 AX 5854 5783 5889 6278 6190 6on 303 7/22/1969 AX~53 AX 6101 6296 6013 6009 5985 6016 306 7/23/1969 AX60Wall A'X 5995 6897 6314 6059 6260 6303 308 7/24/1969 A'X70 AX 6190 6349 6084 Y(7659) 6282 6349 6367 322 8/13/1969 A'X-44 A'X 5535 5624 5712 6094 5956 5861 332 8/15/1969 AX 67Wall A'X 5571 5447 5606 Y(7662) 5705 5578 5592 335 8/20/1969 AXnA A'X 6101 6172 6031 Y(7676) 5687 Sn9 5871 336 8/21/1969 A'X54 A'X 5979 5995 6048 5978 6056 6045 337 8/21/1969 A'X33 A'X 5818 6101 5836 Y(7665) 5974 5988 5960 342 8/22/1969 AX 61A Wall A'X 5801 5871 5765 5921 5885 5875 343 8/26/1969 AX47Wall AX 5801 5889 5871 5815 5825 5839 344 8/26/1969 A'X68 A'X 5960 5978 6013 Y(7662) 5857 5900 5942 345 8/28/1969 AX37&37a AX 6119 5889 5925 5988 5992 5985 346 9/2/1969 AX45 A'X 5871 6172 5801 5963 5995 5932 347 9/3/1969 A'X76 A'X 5748 6172 6190 Y(7676) 5903 5953 6017 348 9/5/1969 A'X71 A'X 6561 6384 6207 6094 6211 6303 349 9/9/1969 AX36 &37b A'X 6349 6384 6420 6338 6377 6349 367 9/15/1969 A'X62, 63, 64 A'X 5412 5323 5518 6154 5978 5811 373 9/19/1969 A'X3 A'X 6278 5889 5801 5790 5684 5762 374 9/19/1969 AX78Slab A'X 5871 5889 5889 5871 5946 5868 375 9/19/1969 AX24 A'X 6119 5854 6172 5914 5924 5985 376 9/22/1969 AX58 A'X 6207 6367 6084 6048 6144 6137 379 9/24/1969 AX-16 A'X 6l37 6013 6207 6193 6162 6162 396 9/30/1969 AX-15 A'X 5907 6031 5978 6070 6059 6027
Calculation No.: FC08499 Rev. 0 Page 37 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete II- 28Day Lab lll-28Daylab IV - 28 Day lab External Subgrade 5 Conserutive Rolling 5 Conserutive Rolling 5 Consecutive Rolling Set# Cylinders AX= Auxiliary Building, Placement Strength {psi) Strength (psi) Strength (psi) Wall?(F/N) Average I (psi) Average II (psi) Average Ill (psi) cast RP= Reactor Plant 397 10/1/1969 AX-31 AX 6154 6172 6367 6CE5 6048 6140 398 10/2/1969 AX-7 AX 6031 6154 5677 y (7674) 6140 6176 6080 400 10/3/1969 AX27Wa11 AX 5960 5518 5482 6038 5868 5758 404 10/7/1969 AX.74AWall AX 6579 6738 6278 Y(7684) 5843 6CE5 6119 406 10/9/1969 AX10Wa11 AX 5482 5854 5482 y (7654) 6112 6186 5967 409 10/10/1969 AX-8 AX 5907 6066 5942 y (7687) 5801 5758 5850 415 10/20/1969 AX-36-"B" Wall AX 5252 5CE8 5040 y (7691) 5730 5645 5472 416 10/21/1969 AX9B AX 6331 5588 5960 5525 5454 5595 417 10/21/1969 AX22 AX 5978 6137 4934 5779 5999 5719 420 10/27/1969 AX-25 AX 6013 6101 6084 5804 5833 5854 422 10/29/1969 AX lOSSlab AX 6296 6261 6137 5886 6151 6176 424 11/3/1969 AX-9A Wal AX 5642 5482 5925 6084 5964 5889 428 11/7/1969 AX.107Slab AX 5748 5942 5871 5787 . 5748 5794 429 11/10/1969 AX 138, 143, 144, 146 AX 5871 6154 6101 5871 5917 5988 430 11/10/1969 AX 138, 143, 144, 146 AX 4775 4969 5235 5754 5574 5447 431 11/10/1969 AX 138, 143, 144, 146 AX 6367 6650 6720 5489 5599 5988 432 11/11/1969 AX-21Wall AX 6968 7145 7145 6388 6770 6926 440 11/15/1969 AX-100Slab AX 6013 6225 6013 6798 6699 6508 441 11/15/1969 AX-lOOSlab AX 6597 6473 6437 6399 6264 6349 446 11/18/1969 AX-19Wall AX 6526 6720 6632 6409 6551 6558 449 11/20/1969 AX-20Wall AX 6031 6207 6048 6469 6423 6328 455 11/21/1969 AX-5Wall AX 7254 6968 7127 6434 6502 6721 456 11/21/1969 AX-175 & 176 Wall AX 6084 6473 6544 6696 6781 6639 458 11/24/1969 AX-104 B AX 7003 6986 6632 6646 6618 6728 460 11/25/1969 AX-106Slab AX 6473 5978 6544 6728 6614 6523 461 11/25/1969 AX-106Slab AX 6154 6420 6190 6356 6314 6257 462 11/25/1969 AX-106Slab AX 6402 6561 6384 6342 6345 6391 464 11/29/1969 AX-101Slab AX 6154 6473 6154 6338 6395 6345 465 11/29/1969 AX-101Slab AX 6579 6508 6614 6349 6374 6466 467 12/2/1969 AX177AWall AX 6720 6561 6738 6515 6596 6628 468 12/5/1969 AX-246Wall AX 6296 6508 6597 6586 6565 6540 469 12/5/1969 AX-246Wall AX 6013 6084 6013 6430 6300 6243 475 12/12/1969 AX-1 AX 5942 6013 5482 6130 6013 5907 476 12/12/1969 AX-1 AX 6172 6349 6172 5924 5992 6038 477 12/12/1969 AX-1 AX 6225 6367 6473 6080 6257 6317 478 12/12/1969 AX-1 AX 5836 5871 5500 6215 6154 6009 479 12/12/1969 AX-1 AX 6473 5854 5854 6031 5907 5910 480 12/15/1969 AX-174A AX 6119 6384 6314 5960 6137 61CE 481 12/16/1969 AX - 166- 167 Wall AX 6614 6756 6650 6257 6437 6544 484 12/19/1969 AX-1756& 1768Wall AX 5801 5677 5341 6427 6300 6045 485 12/22/1969 AX-161Walls AX 5871 5730 6031 5868 5684 5730 490 1/7/1970 AX-102 & 103 AX 6437 6367 6544 5882 6087 6222 491 1/7/1970 AX-102 & 103 AX 6084 6084 6013 6293 6303 6218 492 1/7/1970 AX-102 & 103 AX 5553 5518 5730 6CE6 5850 5780 493 1/7/1970 AX-102 & 103 AX 6137 6367 6084 5790 5861 5967
Calculation No.: FC08499 Rev. O Page 38 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete 11- 28 Day Lab 111- 28Day Lab IV- 28 Dav Lab External Subgrade 5 Conseattive Rolling 5 Consecutive Rolling 5 Consecutive Rolling Set# Cylinders AX= Auxiliary Building, Placement Strength (psi) Strength (psi} Strength (psi) Walll(F/N) Average I (psi) Average II (psi) Average Ill (psi)
Cast RP= Reactor Plant 494 1/7/1970 AX-102 & 103 AX S871 S76S 6013 6038 604S 6020 495 1/8/1970 AX-102 & 103 AX S871 5907 5889 S921 SSBS 5889 496 1/8/1970 AX-102 & 103 AX S659 5553 5624 S868 5776 5726 498 1/13/1970 AX-154-165 AX 6261 6013 6526 S797 S822 5995 499 1/14/1970 AX 109 AX 5818 SS88 5730 6048 6041 593S soo 1/15/1970 AX 163 AX 6526 6685 6614 6038 6069 6229 501 1/16/1970 AX 159 AX 6084 6119 S942 6328 6406 6289 S04 1/26/1970 AX 108Slab AX 5659 5695 S801 6084 5900 S843 507 1/28/1970 AX-153Wall AX SS18 5394 S642 S723 5613 S610 S08 1/30/1970 AX-142 Wall AX 6066 sm S730 S684 5659 S702 509 2/6/1970 AX-137Wall AX S92S S907 S642 S808 5861 S776 S29 4/8/1970 AX141 Wall AX 6119 5907 6314 S86S S900 5978 S30 4/9/1970 AX122A Wall AX S588 5364 S801 Y(n28) S914 S858 S795 S32 4/14/1970 AX140Wall AX 6225 6190 6101 5858 S834 S936 S33 4/15/1970 AX-2 AX 6349 6278 6420 6133 6229 6268 S34 4/15/1970 AX-2 AX 6437 6490 6437 6317 6395 6412 S3S 4/15/1970 AX-2 AX 6243 6402 6314 6405 6402 6377 S37 4/22/1970 AX149 AX 6579 6172 6773 639S 6342 6448 S38 4/23/1970 AX 138 AX 6402 6650 6703 6448 6S15 6540 S40 4/28/1970 AX- 29d wall AX 6013 6154 6225 6508 6384 6349 S41 4/29/1970 AX74A AX 5995 6066 5925 Y(7684) 6218 6091 6073 543 S/1/1970 AX136A AX 6933 7003 6968 6229 6384 6579 S44 S/4/1970 AX-110 AX 6614 6791 6402 6689 6862 6756 S45 S/4/1970 AX-110 AX 6243 6367 6190 6604 6483 6399 S46 S/4/1970 AX-110 AX 6261 6561 6S08 6293 6324 6377 S47 S/4/1970 AX-110 AX 6437 6296 6544 6391 6413 6469 S48 S/S/1970 AX-170& 172 AX 6261 6490 6473 6409 6406 6413 5SO S/6/1970 AX-200 AX 6278 6190 6031 6409 6338 6292 551 S/6/1970 AX-200 AX 6S79 6119 6437 6310 6239 6271 S54 S/8/1970 AX 121A Slab AX 5659 S978 S836 6165 6154 6006 SSS S/12/1970 AX 147 AX 6048 S801 S783 5992 5864 S889 S61 S/26/1970 AX-127 AX S942 S836 S871 S882 5882 S847 S80 6/4/1970 AX 125 &132 AX 6172 6154 6101 S921 599S 6027 S81 6/4/1970 AX 125 & 132 AX 622S 6137 S854 6105 6158 6094 S86 6/9/1970 AX 112 AX S642 6278 S960 Y(7718) 5992 6027 5974 S87 6/9/1970 AX112 AX 6031 6066 5925 Y(7718) S953 S99S 6052 S88 6/9/1970 AX112 AX 6172 5836 S871 Y(7718) 6031 6006 S974 S89 6/10/1970 IV<.-123a & AX130-b AX 6119 6261 6066 S985 6052 6031 S94 6/16/1970 AX-111 AX S854 5960 S730 6034 6052 S974 S95 6/16/1970 AX-111 AX 6031 6119 S942 5928 5939 S956 S96 6/18/1970 AX-130 AX 6119 6314 6190 5988 6105 6137 600 6/22/1970 AX-124& 126 AX 6084 6331 6154 6130 6208 6215 601 6/23/1970 AX 170& 172 AX 6119 6137 6119 6176 616S 6172 602 6/24/1970 AX 212 & 215 AX 6827 6437 6S26 6271 6328 6409 608 6/26/1970 AX 133 AX 6048 5978 6225 6391 6363 6243
Calculation No.: FC08499 Rev. 0 Page 39 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete 11-28Day t.b lll-28Daylab IV- 28 Day Lab External Subgrade S Consecutive Rolling 5 Consecutive Rolling 5 Conserutive Rolling Set# Cylinders AX =Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi} Walll(F/N) Average I (psi) Average II (psi) Average Ill (psi)
Cast RP =Reactor Plant 610 6/30/1970 AX 211 AX 5978 6119 6225 6151 6070 6105 614 7/2/1970 AX-151b & 157b AX 6278 5765 5960 6165 6073 6069 618 7/7/1970 AX 1516 + 1576 AX 6207 5907 5925 6087 6023 5953 619 7/10/1970 AX-134WALL AX 5871 5748 6119 5974 5932 5914 620 7/10/1970 AX-134WALL AX 6101 6048 6207 5953 5977 6045 621 7/10/1970 AX-134WALL AX 6154 6013 5854 6126 6105 6CE5 622 7/10/1970 AX-134WALL AX 6190 6137 6278 6084 6070 6094 623 7/10/1970 AX-134WALL AX 6437 5960 6225 6179 6200 6207 627 7/13/1970 AX-202A AX 6437 6738 6384 6267 6359 6349 628 7/13/1970 AX-202 A AX 5889 5642 5836 6335 6218 6098 629 7/13/1970 AX-202A AX 6296 6119 5995 6009 5956 5978 630 7/13/1970 AX-202A AX 6738 6526 6614 6197 6335 6398 631 7/14/1970 AX210a AX 6190 6190 5995 6413 6452 6303 637 7/16/1970 AX 171+ 179 AX 5871 5642 5836 6172 5978 5907 641 7/17/1970 AX-150 AX 5748 5907 5925 5818 5801 5812 643 7/22/1970 AX 201 AX 6013 6190 6172 5886 5957 6041 644 7/22/1970 AX201 AX 6402 6402 6437 6140 6236 6321 645 7/22/1970 AX 148 AX 6278 6278 6084 6338 6359 6296 647 7/24/1970 AX-184A AX 5712 5164 5465 6158 5903 5741 648 7/27/1970 AX-113 AX 5942 6013 5571 5673 5659 5631 649 7/27/1970 AX-113 AX 5871 6048 5960 5772 5889 5893 654 7/30/1970 AX-214 AX 5783 5801 5394 5847 5893 5797 655 7/31/1970 AX-218, 220, 223 AX 5695 5764 5447 5727 5687 5620 658 8/3/1970 AX-204 A+205A AX 5801 5642 6013 5620 5670 5733 659 8/6/1970 AX-216 +217 AX 6066 5925 6013 5794 5889 5932 660 8/6/1970 AX 168a+l69 AX 5818 6296 6207 5967 6024 6CE2 664 8/7/1970 AX 203, 2CE b AX 6261 6314 6119 6119 6179 6239 665 8/7/1970 AX 203, 2CEb AX 6172 6261 6137 6215 6225 6201 670 8/11/1970 AX-162 AX 5995 6243 6048 6137 6162 6137 671 8/13/1970 AX-182 a AX 5942 5765 5907 6073 5999 5981 674 8/20/1970 AX 168 B AX 5606 5606 5588 5854 5765 5694 678 8/27/1970 AX-221 AX 5535 5606 5341 5648 5588 5535 679 8/28/1970 AX 300a, 301a + 131a AX 5748 5748 6031 5564 5596 5695 680 8/28/1970 AX 300a, 301 a +181bl AX 5500 5553 5411 5674 5716 5649 683 9/10/1970 AX 122b AX 6048 5978 6402 5709 5698 5878 687 9/15/1970 AX 178COl5 AX 6844 6579 6473 6137 6370 6455 689 9/21/1970 AX-225A + 226A AX 5765 6261 6544 6413 6384 6324 690 9/21/1970 AX-225A + 226A AX 6190 5942 6084 6247 6140 6204 692 9/23/1970 AX 2048 AX 6331 6314 6597 6218 6172 6254 693 9/25/1970 AX-302 AX 6119 6314 5942 6289 6335 6257 694 9/25/1970 AX-302 AX 6278 6119 6261 6250 6154 6183 695 9/25/1970 AX-1249 AX 6597 6579 6579 6239 6367 6427 696 9/29/1970 Ax-231 &235 AX 6296 6367 6278 6462 6484 6420 697 9/30/1970 AX 317 & 233 AX 5571 5871 6066 6218 6077 6031 698 10/1/1970 Ax 311 & 312 AX 5818 5659 5712 5921 5797 5825
Calculation No.: FC08499 Rev. O Page 40 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete ll-28Daylab Ill- 28Day Lab IV- 28 Day Lab External Subgrade 5 Consecutive Rolling 5 Consecutive Rolling 5 Consecutive Rolling Set# Cylinders AX= Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Wali?(F/N) Average I (psi) Average II (psi) Average Ill (psi)
Cast RP= Reactor Plant 700 10/7/1970 AA 234a AX 5765 5889 5801 5804 5769 5765 701 10/7/1970 AA 234a AX 5730 5659 5801 5779 5769 5776 702 10/7/1970 Ax 234a AX 6084 5801 5907 5815 5815 5850 703 10/7/1970 AA 234a AX 5978 6207 6190 5914 5995 6017 704 10/13/1970 AX315 AX 6437 6791 6597 6144 6321 6444 7a; 10/14/1970 AX 123b AX 6367 6190 5836 6476 6476 6356 706 10/20/1970 AA 303 & AX 316 AX 6367 6190 6437 6271 6190 6204 707 10/21/1970 AX 179&182b AX 6314 6367 5995 6229 6335 6261 708 10/22/1970 AX401a&402b AX 5942 6048 6190 6211 6133 6108 709 10/22/1970 AX401a&402b AX 5871 5696 5871 6009 5949 5935 713 10/29/1970 AA 318&319 AX 6720 6773 6756 6070 6186 6363 714 10/29/1970 Ax409 AX 6420 6455 6261 6508 6625 6533 715 10/30/1970 AA-400A AX 6190 6225 6473 6416 6310 6321 716 10/30/1970 Ax-400A AX 6455 6579 6331 6321 6384 6413 717 10/30/1970 AA-400A AX 6048 5730 6154 6377 6229 6168 718 10/30/1970 Ax-400A AX 5995 5925 6048 6ffi2 5970 5970 722 11/6/1970 AX 227, 228, 229 AX 6280 6225 6120 6080 6095 6120 723 11/9/1970 AZ312&313B AX 5854 6013 5925 6105 6098 6027 724 11/12/1970 AX 234 B AX 6296 5960 6296 6042 6010 6098 726 11/17/1970 AX77b AX 5978 5818 5765 Y(7732) 6091 6070 5963 727 11/17/1970 AX 303 B AX 6296 6261 6207 6031 6024 6069 728 11/17/1970 AX 303 B AX 6119 6137 6119 6130 6204 6169 731 12/1/1970 AX-414 AX 5553 5553 5429 6027 5896 5758 733 12/4/1970 AX-502 AX 5889 5836 5854 5709 5652 5712 734 12/4/1970 AX-502 AX 5376 5500 5695 5677 5691 5652 734A 12/4/1970 AX 50251ab AX 5588 5765 5765 5603 5585 5663 735 12/4/1970 AX-502 AX 5571 5535 5695 5677 5645 5666 736 12/4/1970 AX-502 AX 5394 5412 5447 5592 5521 5497 736A 12/4/1970 AX 502Slab AX 5712 5606 5677 5532 5514 5571 737 12/4/1970 AX-502 AX 5783 5748 5659 5645 5705 5695 Cols Elev. 103C AX 310A, AX 743 3/4/1971 AX 6278 6314 6720 5829 5956 6144 321A 744 3/11/1971 AX 402 "B" SlA8 AX 5818 5765 5783 6158 6179 6080 Parapet Walls AX 405, 406-745 3/18/1971 AX 5482 4669 5588 5914 5503 5457 1044'-0" AX Pads RM69AC-33, VA-17, 747 3/26/1971 AX 5465 5500 5748 5397 5341 5394 VA-18 748 4/2/1971 AX 180 A 181A, 181B Walls AX 5252 5412 5323 5511 5475 5447 AX123C Wall, AX310C, 321C 749 4/5/1971 AX 5606 5412 5270 5468 5401 5405 Cols.
750 4/9/1971 AX 18651AB AX 5040 4793 4722 5330 5224 5047 751 4/16/1971 AX 181-B Wall & Col. AX321D AX 5129 5500 5500 4991 5037 5129 752 4/19/1971 AX 180CWa11 AX 4704 4757 4704 5111 5118 5033 766 4/26/1971 AX225b, 226b, 410a AX 5677 6154 6013 5068 5199 5461 767 4/26/1971 AX225b, 226b, 410a AX 6278 6561 6933 5765 6137 6388 768 4/27/1971 AX187a Slab AX188stairs AX 6048 6119 6137 6367 6388 6360 769 4/29/1971 AX 187b AX 6384 5907 6243 6324 6119 6158 770 5/6/1971 AX 85 Pad AX 7145 6738 7092 6363 6483 6625 775 5/17/1971 AX-411A, 123d, 122C walls AX 6172 6137 6172 6678 6657 6462
Calculation No.: FC08499 Rev. O Page 41 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete 11- 28 Day Lab lll-28Daylab IV- 28 Day lab External Subgrade 5 Consecutive Rolling 5 Consewtive Rolling S Consea.itive Rolling Set# Cylinders AX =Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Walll(F/N) Average I (psi) Average II (psi) Average Ill (psi)
Cast RP= Reactor Plant 776 5/17/1971 AX-411A, 123d, 122C walls AX 6526 6402 6402 6420 6282 6328 780 5/24/1971 AX 502 AX 86 Wall AX 6455 6119 6225 Y(7895) 6391 6381 6321 781 5/26/1971 AX30lb, 304C, 183b AX 6013 6084 6314 6243 6179 6151 782 5/27/1971 AX41Clb AX 5535 5465 5270 6034 5882 5734 783 6/3/1971 AX314, 322, AX313a Walls AX 6190 6137 6261 5755 5719 5865 784 6/4/1971 Curb AX 400 B.C.D AX 6031 6190 5942 5978 6162 6112 785 8/5/1971 AX104C&D AX 5465 5836 5907 5978 5893 5868 785A 8/5/1971 AX-104C&D AX 5907 6172 5765 5811 5857 5917 786 8/5/1971 Columns 313 B AX 5818 5412 6172 5914 5815 5868 7f':l 8/9/1971 AX 225C AX 5553 5960 5836 5744 5783 5787 788 8/12/1971 AX323Wall AX 6314 6367 6561 5967 6006 6208 789 8/13/1971 AX5DOAXS03 A AX 5500 5022 5146 6116 5953 5719 790 8/13/1971 AXSOOAXS03 A AX 5712 5695 5182 5588 5415 5351 790A 8/13/1971 AX-500A & 503A AX 5838 5889 5871 5515 5663 5695 791 8/13/1971 AX5oo&503A AX 6084 6172 5801 5773 5971 5963 792 8/17/1971 AX-226C AX 6296 6473 6261 6045 6165 6201 800 8/20/1971 AX5006&503B AX 5925 5942 5748 6151 6179 6070 801 8/24/1971 AX 411B AX 5783 5836 5624 5932 5847 5787 801A 8/24/1971 AX-411 B AX 5960 5995 5790 5840 5854 802 8/25/1971 AX-410C&225d AX 5995 5907 5801 5894 5964 5925 803 8/26/1971 1C67 PARAPITWALL AX 53C6 5447 5341 5752 5691 5560 810 8/31/1971 AXS02 Relief Panel AX 6101 6243 6278 5599 5687 5882 811 9/2/1971 AXU3E AX 5748 5695 5359 5942 6013 5865 811A 9/2/1971 AXU3E AX 5712 5801 5758 5663 5642 813 9/9/1971 AX 501 & 503 (Part) AX 6119 6048 6278 5748 5920 6062 814 9/9/1971 AX 501&503 (Part) AX 6296 6190 6101 6185 6186 6183 Pressure Panels Elev. 1036 815 9/10/1971 AX 5217 5465 5571 6016 5854 5709 (Ax Bldg.)
816 9/15/1971 AX 2260 (Wall) AX 6278 6225 6225 5726 5751 5953 818 9/16/1971 AX411CWall AX 5925 6508 6367 6045 6232 6250 1057' Parapets-AX 51'.6, 514, 820 9/22/1971 AX 5518 5482 5500 6109 5960 5f':/5 515, 516 & 507 821 9/23/1971 AX116 AX 6066 6314 6261 5787 5776 5925 825 9/29/1971 AX-122DWall AX 6066 6101 5925 6041 6162 6133 826 9/30/1971 AX 123 FWall AX 5818 5642 6013 6034 5910 5900 830 10/7/1971 AX412B AX 5305 5164 5359 5741 5588 5497 832 10/12/1971 AX 206 and Pads AX 6296 6544 6314 5627 5734 5935 834 10/14/1971 AX 6DOA AX 6508 6526 6650 6204 6438 6508 835 10/14/1971 AX 6DOA AX 6685 6756 6508 6537 6625 6625 VA-151A, B, C and D RM. 82 836 10/15/1971 AX 5624 5978 5730 6445 6310 6119 Ax. Bldg. El. 1036 837 10/15/1971 AX 112C AX 6048 6207 6261 5978 5917 6045 839 10/22/1971 AX 413b AX 7481 7446 7375 6345 6689 6954 1C67 Roof B.0.5 Pipe Sieve E.
840 10/26/1971 AX 6172 6402 6473 6947 6975 6774 Aux. Bldg.
844 10/29/1971 AX 122C AX 6207 6384 6172 6526 6328 6328 845 11/2/1971 AX-600B AX 6437 6473 6314 6335 6335 6356 846' 11/2/1971 AX-600B AX 6720 6384 6738 6423 6466 6526 847 11/4/1971 AX-1606 and AX-204 AX 6455 6314 6243 6522 6522 6427
Calculation No.: FC08499 Rev. 0 Page 42 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete ll-2BDaylab 111-28Day Lab IV- 28 Day Lab External Subgrade 5 Conserutive Rolling s Consecutive Rolling 5 Consecutive Rolling Set# Cylinders AX =Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Wall7(F/NJ Average I (psi) Average II (psi) Average Ill (psi)
Cast RP= Reactor Plant 849 11/5/1971 1044 Roof B.o.s. Ax. Bldg. AX 5801 5889 6137 6310 6140 6077 851 11/10/1971 AX-605 Parapet Wall AX 6137 6402 6331 60U 6073 6179 852 11/11/1971 AX-600C AX 5217 5323 5535 6045 5882 5762 853 11/11/1971 AX-600C AX 5359 6243 5942 5553 5535 5680 854 11/11/1971 AX-114b and c AX 6137 5818 6225 Y(7873) 5843 5900 6073 855 11/17/1971 AX114 a & d wall AX 5712 6685 6597 y (7873) 5967 6115 6207 856 11/19/1971 AX 89Slab AX 5571 5695 5712 6158 6052 6052 857 11/24/1971 AX 90Stairs AX 6207 6243 6048 5956 5886 5981 858 12/2/1971 AX 7169 B/O in AX 316 Wall AX 5164 5649 5288 5875 5862 5678 860 12/13/1971 AX 139Wall AX 5642 5571 5129 5558 5463 5456 861 12/14/1971 AX 114d AX 5606 5642 5217 5447 5518 5433 862 12/23/1971 AX 114e Slab AX 4651 4899 4863 5249 5203 5054 863 12/23/1971 AX 70808/0 AX 5394 5022 5058 5005 4966 5047 866 1/l3/19n AX-192 AX-1836b 304a, 191a AX 6013 5960 5801 5270 5489 5571 AX 7008 B/O's 1, 2, 3 AX7009 869 1/19/1972 AX 5748 5748 5730 5716 5854 5797 B/O's 1, 2, 3 872 1/26/1972 AX304A AX 6119 6455 6172 5829 5960 6045 873 2/1/1972 AX191C AX 5588 5942 5659 6013 6055 5963 875 2/4/1972 AX193 AX 5978 6420 5836 5868 5917 5967 AX225C, VA-69, AX411b, 876 2/9/1972 AX 5518 5164 5235 5882 5783 5635 AX234b 878 2/11/1972 AX325a, 326a, 327a (Walls) AX 4916 5093 5058 5334 5185 5093 879 3/1/1972 AX191b and d AX 6314 6349 6331 5323 5546 5829 880 3/1/1972 AX325b, 326b, 327b and c AX 6190 6331 6225 6048 6303 6285 881 3/2/1972 AX7024-1 B/Os AX 5252 5288 5199 6066 5857 5659 882 3/9/1972 AX B/Os 7019-3 Rm's 4-15 AX 4686 5076 5429 5330 5100 5136 883 3/15/1972 AX B/Os 7019-11 AX 5925 6031 5905 5263 5429 5673 884 3/20/1972 AX 191-E, 304 Band 324-A AX 6614 6154 6402 5981 6126 6221 885 3/22/19n AX B/Os 7003-1 AX 5730 5624 5659 6161 6105 5914 886 3/29/1972 AX 8/0s 7056-1, 2, 3, 4, 5 AX 6048 5394 5695 5893 5691 5684 887 3/30/1972 AX324b, 504 AX 6367 6048 6526 5833 5910 6006 888 4/5/1972 AX 505, 514, 516 Parapets AX 5712 5730 5925 6070 6077 5988 AX B/OS 70281, 7, 8410 & AX 890 4/10/1972 AX 5836 5659 5925 5946 5772 5815 38a, b, c AX B/05 7028-3, 5, 6, 7, 15, 891 4/12/1972 AX 5500 5518 5588 5769 5688 5638 18, 19, 20, 22 AX B/OS 7153-5 7153-3, 5 892 4/18/1972 AX 5500 5659 5780 5606 5553 5609 7014-1, 2, 3, 4 7015-1, 2, 3, 5 B/OS 7463-1to12 893 4/19/1972 RP15A Stair & Curb AX 5288 5359 5659 5563 5517 5549 AX B/OS 7059-5, 7, 8 AX B/OS 7059-2, 3, 6 7066-10 894 4/26/1972 AX 5925 5995 6066 5602 5645 5801 7030-2, 3 7061-2 895 4/27/1972 AX114Slab AX 7003 6544 6632 6130 6307 6448 AX B/OS 703().1, 6, 7, 14 7029-897 5/3/1972 AX 5765 5810 5836 6402 6351 6117 5, 77039-7 AX114 BStairs
Calculation No.: FC08499 Rev. O Page 43of133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete II- 2B Day Lab lll-2BDaylab IV- 28 Day Lab External Subgrade 5 Conserutive Rolling 5 Conserutive Rolling 5 Conserutive Rolling Set# Cylinders AX =Auxillarv Building, Placement Strength (psi) Strength (psi) Strength (psi) Walll(F/N) Average I (psi) Average II (psi) Average Ill (psi) cast RP =Reactor Plant 898 5/4/1972 AX B/O 706().1 AX S359 S022 S()l2 5880 5558 5414 AX B/OS 7028-1, 11, 12 7029-899 5/10/1972 AX 5288 5022 5341 5309 5147 5143 1,2,3,4,5,7,8,9 AX B/OS 7023-77025-2, 3, 5, 6 900 5/11/1972 AX 4510 4686 4669 5()11 4969 4846 7017-1 AX B/OS 7021-17018-87019-901 5/16/1972 AX 4899 5146 Sffi8 4821 4782 4892 26 7025-3 703&-9 AX B/OS 7146-1 7174-1 7147-2 902 5/18/1972 AX 4174 4757 4651 4789 4807 4757 to7 The rolling average minimum and 20% passing limit are included in Section 6.0 of this calculation.
Calculation No.: FC08499 Rev. 0 Page 44of133 Evaluation of FCS Concrete Compressive Strength Test Data Calculate Rolling Average Minimum for 3 Consecutive Tests and 10% Passing Limit - Case 2 Date Building Code Location of Concrete 11-28Daylab lll-28Daylab IV- 28 Day Lab External Subgrade 3 Consecutive Rolling 3 Consecutive Rolling 3Consecutive Rolling Set# Cylinders AX= Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Wall?(F/N) Average I (psi} Average II (psi) Average Ill (psi)
Cast RP= Reactor Plant Wall W-3 Part #3 Auxiliary 45 2/19/1969 AX 6544 6968 7163 6892 Building 51 2/28/1969 Auxiliary Building Wall W-1 AX 6827 6579 6296 6986 6856 6567 52 2/28/1969 Auxiliary Building Wall W-1 AX 7074 7U7 7286 6650 6832 7162 121 5/8/1969 SlabSS-lAuxiliary Bldg. AX 6650 6667 6950 7021 6868 6756 122 5/8/1969 SlabSS-lAuxiliary Bldg. AX 7021 7003 7074 6879 6991 7033 123 5/8/1969 Slab 55-1 Auxiliary Bldg. AX 6827 6667 6720 6968 6856 6738 124 5/8/1969 Slab55-1Auxiliary Bldg. AX 6261 6667 6367 6549 6549 6432 125 5/8/1969 SlabSS-lAuxiliary Bldg. AX 6827 6137 6667 6620 6444 6544 126 5/8/1969 Slab 55-lAuxiliary Bldg. AX 7286 7251 6986 6697 7068 7174 127 5/8/1969 Slab 55-1 Auxiliary Bldg. AX 6544 6650 6420 6927 6727 6538 179 6/6/1969 Aux. M-7 AX 5801 5588 5606 6290 5936 5665 180 6/6/1969 Aux. M-7 AX 7499 7622 7304 6231 6909 7475 181 6/6/1969 Aux. M-7 AX 7127 7110 6968 7351 7180 7068 182 6/6/1969 Aux. M-7 AX 7092 6402 7166 7167 6821 6850 183 6/6/1969 Aux. M-7 AX 7339 6473 6809 6932 6956 6874 184 6/6/1969 Aux M-7 AX 6066 6367 6278 6449 6414 6237 185 6/6/1969 Aux M-7 AX 6544 6720 6650 6396 6514 6638 186 6/6/1969 Aux M-7 AX 6880 6880 6720 6750 6803 6827 187 6/6/1969 Aux M-7 AX 7110 7180 7003 6903 7003 7098 188 6/6/1969 Aux M-7 AX 7110 6915 7216 7098 7009 7080 189 6/9/1969 Aux17&18 AX 7003 7428 7074 7045 7216 7168 206 6/13/1969 Aux Building M-6 AX 7463 7145 7835 7322 7227 7481 207 6/13/1969 Aux Building M-6 AX 7251 7163 7145 7410 7416 7186 208 6/13/1969 Aux Building M-6 AX 7251 7251 7145 7186 7216 7216 209 6/13/1969 Aux Building M-6 AX 7905 6933 7463 7434 7328 7434 210 6/13/1969 Aux Building M-6 AX 7782 7491 7835 7393 7579 7703 211 6/13/1969 Aux Building M-6 AX 6667 7446 7322 7331 7316 7145 212 6/13/1969 Aux Building M-6 AX 7640 7092 7082 7469 7351 7271 213 6/13/1969 Aux Building M-6 AX 7499 7640 7299 7224 7407 7646 258 6/25/1969 M8Aux Mat AX 6296 6154 6154 7245 6750 6201 259 6/25/1969 M8AuxMat AX 6119 6225 6084 6142 6166 6143 260 6/25/1969 M8Aux Mat AX 6437 6915 6597 6249 6479 6650 261 6/25/1969 MS Aux Mat AX 6827 6667 6720 6780 6697 6738 262 6/25/1969 MS Aux Mat AX 6420 6243 6402 6602 6461 6355 263 6/25/1969 MS Aux Mat AX 6048 6084 6632 6231 6178 6255 264 6/25/1969 MB Aux Mat AX 5500 5801 5659 6072 5978 5653 265 6/25/1969 M8Aux Mat AX 6331 6225 6597 5930 6072 6384 284 7/2/1970 AX51Wall AX 6066 5889 6225 6296 6184 6060 288 7/11/1970 AX56 AX 6455 6437 6420 6190 6372 6437 292 7/18/1970 AX40&41 AX 5854 5783 5889 6237 6019 5842
Calculation No.: FC08499 Rev. 0 Page 45 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete ll-28Daylab 111-28Daylab IV - 28 Day Lab External Subgrade 3 Conserutive Rolling 3 Conserutive Rolling 3 Consecutive Rolling Set# cylinders AX =Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Walll(F/N) Average I (psi) Average II (psi) Average Ill (psi)
Cast RP= Reactor Plant 303 7/22/1969 AX-53 AX 6101 6296 6013 5924 6095 6137 306 7/23/1969 AX60Wall AX 5995 6897 6314 6101 6302 6402 322 8/13/1969 AX-44 AX 5535 5624 5712 6249 5824 5624 336 8/21/1969 AX54 AX 5979 5995 6048 5n2 5895 6007 342 8/22/1969 AX61AWall AX 5801 5871 5765 5948 5907 5812 343 8/26/1969 AX47Wall AX 5801 5889 5871 5812 5818 5854 345 8/28/1969 AX37 &37a AX 6119 5889 5925 5960 5960 5978 346 9/2/1969 AX45 AX 5871 6172 5801 5895 5989 5948 348 9/5/1969 AX71 AX 6561 6384 6207 6178 6249 6384 349 9/9/1969 AX36&37b AX 6349 6384 6420 6313 6313 6384 367 9/15/1969 AX62, 63, 64 AX 5412 5323 5518 6072 5718 5418 373 9/19/1969 AX3 AX 6278 5889 5801 5706 5895 5989 374 9/19/1969 AX7851ab AX 5871 5889 5889 5854 5854 5883 375 9/19/1969 AX24 AX 6119 5854 6172 5966 5954 6048 376 9/22/1969 AX58 AX 6207 6367 6084 6078 6249 6219 379 9/24/1969 AX-16 AX 6137 6013 6207 6196 6078 6119 396 9/30/1969 AX-15 AX 5907 6031 5978 6042 6048 5972 397 10/1/1969 AX-31 AX 6154 6172 6367 6054 6101 6231 400 10/3/1969 AX27Wall AX 5960 5518 5482 6166 5948 5653 416 10/21/1969 AX9B AX 6331 5588 5960 5n7 5800 5960 417 10/21/1969 AX22 AX 5978 6137 4934 5842 6025 5683 420 10/27/1969 AX-25 AX 6013 6101 6084 5695 5683 6066 422 10/29/1969 AX 105Slab AX 6296 6261 6137 6160 6214 6231 424 11/3/1969 AX-9A Wal AX 5642 5482 5925 6013 5754 5683 428 11/7/1969 AX 107 Slab AX 5748 5942 5871 5718 5872 5854 429 11/10/1969 AX 138, 143, 144, 146 AX 5871 6154 6101 5895 5965 6042 430 11/10/1969 AX 138, 143, 144, 146 AX 4n5 4969 5235 5677 5282 4993 431 11/10/1969 AX 138, 143, 144, 146 AX 6367 6650 6720 5524 6084 6579 432 11/11/1969 AX-21 Wall AX 6968 7145 7145 6n9 6944 7086 440 11/15/1969 AX-lOOSlab AX 6013 6225 6013 6768 6461 6084 441 11/15/1969 AX-lOOSlab AX 6597 6473 6437 6278 6361 6502 446 11/18/1969 AX-19Wall AX 6526 6720 6632 6479 6561 6626 449 11/20/1969 AX-20Wall AX 6031 6207 6048 6461 6290 6095 455 11/21/1969 AX-5Wall AX 7254 6968 7127 6503 6757 7116 456 11/21/1969 AX-175 & 176Wall AX 6084 6473 6544 6726 6561 6367 458 11/24/1969 AX-104 8 AX 7003 6986 6632 6673 6844 6874 460 11/25/1969 AX-106Slab AX 6473 5978 6544 6697 6361 6332 461 11/25/1969 AX-106Slab AX 6154 6420 6190 6225 6373 6255 462 11/25/1969 AX-l06Slab AX 6402 6561 6384 6337 6384 6449 464 11/29/1969 AX-101Slab AX 6154 6473 6154 6366 6337 6260 465 11/29/1969 AX-101Slab AX 6579 6508 6614 6402 6414 6567 467 12/2/1969 AXlnAWall AX 6720 6561 6738 6614 6632 6673 468 12/5/1969 AX-246Wa11 AX 6296 6508 6597 6532 6514 6467 469 12/5/1969 AX-246Warl AX 6013 6084 6013 6373 6231 6037 475 12/12/1969 AX-1 AX 5942 6013 5482 6013 5989 5812
Calculation No.: FC08499 Rev. 0 Page 46 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete II- 2BDay Lab 111- 28 Day Lab IV - 28 Day Lab External Subgrade 3 Conserutive Rolling 3 Conseootive Rolling 3 Consecutive Rolling Set# Cylinders PX =Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Walll(F/N) Average I (psi) Average II (psi) Average Ill (psi)
Cast RP= Reactor Plant 476 12/12/1969 AX-1 AX 6172 6349 6172 5889 6001 6231 477 12/12/1969 AX-1 AX 6225 6367 6473 6249 6255 6355 478 12/12/1969 AX-1 AX 5836 5871 5500 6225 6060 5736 479 12/12/1969 AX-1 AX 6473 5854 5854 5948 5942 6060 480 12/15/1969 AX-174A AX 6119 6384 6314 5942 6119 6272 481 12/16/1969 AX - 166 - 167 Wall AX 6614 6756 6650 6437 6561 6673 484 12/19/1969 AX-1756& 1768Wall AX 5801 5677 5341 6402 6043 5606 485 12/22/1969 AX-161Walls AX 5871 5730 6031 5630 5647 5877 490 1/7/1970 AX-102 & 103 AX 6437 6367 6544 6066 6278 6449 491 1/7/1970 AX-102&103 AX 6084 6084 6013 6332 6237 6060 492 1/7/1970 AX-102 &103 AX 5553 5518 5730 5883 5695 5600 493 1/7/1970 AX-102&103 AX 6137 6367 6084 5795 6078 6196 494 1/7/1970 AX-102 &103 AX 5871 5765 6013 6107 5907 5883 495 1/8/1970 AX-102 & 103 AX 5871 5907 5889 5883 5930 5889 496 1/8/1970 AX-102 & 103 AX 5659 5553 5624 5818 5700 5612 498 1/13/1970 AX-154-165 AX 6261 6013 6526 5813 5966 6267 499 1/14/1970 AX 109 AX 5818 5588 5730 6ll9 5977 5712 500 1/15/1970 AX 163 AX 6526 6685 6614 5948 6314 6608 501 1/16/1970 AX 159 AX 6084 6119 5942 6461 6272 6048 504 1/26/1970 AX 108Slab AX 5659 5695 5801 5907 5765 5718 507 1/28/1970 AX-153Wall AX 5518 5394 5642 5671 5571 5518 508 1/30/1970 AX-142Wall AX 6066 5677 5730 5701 5795 5824 509 2/6/1970 AX-137Wall AX 5925 5907 5642 5777 5854 5825 529 4/8/1970 AX141Wall AX 6119 5907 6314 5889 5889 6113 532 4/14/1970 AX140Wall AX 6225 6190 6101 6149 6243 6172 533 4/15/1970 AX-2 AX 6349 6278 6420 6213 6243 6349 534 4/15/1970 AX-2 AX 6437 6490 6437 6378 6449 6455 535 4/15/1970 AX-2 AX 6243 6402 6314 6390 6361 6320 537 4/22/1970 AX 149 AX 6579 6172 6773 6432 6355 6508 538 4/23/1970 AX 138 AX 6402 6650 6703 6449 6608 6585 540 4/28/1970 AX-29dwall AX 6013 6154 6225 6455 6290 6131 543 5/1/1970 AX 136A AX 6933 7003 6968 6437 6720 6968 544 5/4/1970 AX-110 AX 6614 6791 6402 6862 6791 6602 545 5/4/1970 AX.-110 AX 6243 6367 6190 6479 6337 6267 546 5/4/1970 AX-110 AX 6261 6561 6508 6273 6337 6443 547 5/4/1970 AX-110 AX 6437 6296 6544 6502 6414 6426 548 5/5/1970 AX-170 & 172 AX 6261 6490 6473 6367 6432 6408 550 5/6/1970 AX-200 AX 6278 6190 6031 6414 6314 6166 551 5/6/1970 AX-200 AX 6579 6119 6437 6267 6243 6378 554 5/8/1970 AX 121AS1ab AX 5659 5978 5836 6072 6025 5824 555 5/12/1970 AX147 AX 6048 5801 5783 5954 5895 5877 561 5/26/1970 AX-127 AX 5942 5836 5871 5842 5854 5883 580 6/4/1970 AX i l l & 132 AX 6172 6154 6101 5960 6066 6142 581 6/4/1970 AX i l l & 132 AX 6225 6137 5854 6160 6154 6072 589 6/10/1970 AX - 123a & AX130..b AX 6119 6261 6066 6037 6078 6149
Calculation No.: FC08499 Rev. 0 Page 47 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete ll-28Daylab 111-28Daylab IV- 28 Day lab External Subgrade 3 Consecutive Rolling 3 Consea.itive Rolling 3 Consecutive Rolling Set# Cylinders AX= Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Wall?(F/N) Average I (psi) Average II (psi) Average Ill (psi) cast RP =Reactor Plant 594 6/16/1970 AX-111 AX 5854 5960 5730 6060 5960 5848 595 6/16/1970 AX-111 AX 6031 6119 5942 5907 5960 6031 596 6/18/1970 AX-130 AX 6119 6314 6190 6060 6125 6208 600 6/22/1970 AX-124& 126 AX 6084 6331 6154 6196 6202 6190 601 6/23/1970 AX 170& 172 AX 6119 6137 6119 6201 6137 6125 602 6/24/1970 AX 212&215 AX 6827 6437 6526 6361 6461 6597 608 6/26/1970 AX133 AX 6048 5978 6225 6337 6184 6084 610 6/30/1970 AX211 AX 5978 6119 6225 6060 6107 6107 614 7/2/1970 AX - lSlb & 157b AX 6278 5765 5960 6207 6089 6001 618 7/7/1970 AX 1516 + 1576 AX 6207 5907 5925 5977 6025 6013 619 7/10/1970 AX-134WALL AX 5871 5748 6119 5901 5848 5913 620 7/10/1970 AX-134WALL AX 6101 6048 6207 5989 6089 6119 621 7/10/1970 AX-134WALL AX 6154 6013 5854 6136 6125 6007 622 7/10/1970 AX-134WALL AX 6190 6137 6278 6019 6060 6202 623 7/10/1970 AX-134WALL AX 6437 5960 6225 6284 6225 6207 627 7/13/1970 AX-202 A AX 6437 6738 6384 6207 6467 6520 628 7/13/1970 AX-202 A AX 5889 5642 5836 6337 5972 5789 629 7/13/1970 AX-202A AX 6296 6119 5995 5925 6084 6137 630 7/13/1970 AX-202 A AX 6738 6526 6614 6284 6420 6626 631 7/14/1970 AX210a AX 6190 6190 5995 6443 6331 6125 637 7/16/1970 AX 171+ 179 AX 5871 5642 5836 6019 5836 5783 641 7/17/1970 AX-150 AX 5748 5907 5925 5742 5830 5860 643 7/22/1970 AX201 AX 6013 6190 6172 5948 6043 6125 644 7/22/1970 AX201 AX 6402 6402 6437 6255 6325 6414 645 7/22/1970 AX 148 AX 6278 6278 6084 6372 6331 6213 647 7/24/1970 AX-184A AX 5712 5164 5465 6025 5653 5447 648 7/27/1970 AX-113 AX 5942 6013 5571 5524 5807 5842 649 7/27/1970 AX-113 AX 5871 6048 5960 5818 5830 5960 654 7/30/1970 AX-214 AX 5783 5801 5394 5930 5848 5659 655 7/31/1970 AX-218, 220, 223 AX 5695 5764 5447 5630 5618 5635 658 8/3/1970 AX-204 A+205A AX 5801 5642 6013 5671 5630 5819 659 8/6/1970 AX-216 +217 AX 6066 5925 6013 5907 6001 6001 660 8/6/1970 AX 168a+169 AX 5818 6296 6207 5919 6042 6107 664 8/7/1970 AX 203, 205 b AX 6261 6314 6119 6255 6261 6231 665 8/7/1970 AX 203, 20Sb AX 6172 6261 6137 6202 6184 6190 670 8/11/1970 AX-162 AX 5995 6243 6048 6131 6125 6095 671 8/13/1970 AX-182 a AX 5942 5765 5907 6078 5918 5871 674 8/20/1970 AX 1688 AX 5606 5606 5588 5759 5706 5600 678 8/27/1970 AX-221 AX 5535 5606 5341 5576 5576 5494 679 8/28/1970 AX 300a, 301a + 131a AX 5748 5748 6031 5565 5612 5842 680 8/28/1970 AX 300a, 301 a +181bl AX 5500 5553 5411 5760 5695 5488 683 9/10/1970 AX 122b AX 6048 5978 6402 5671 5812 6143 687 9/15/1970 AX178COL5 AX 6844 6579 6473 6408 6608 6632 689 9/21/1970 AX-225A + 226A AX 5765 6261 6544 6272 6166 6190 690 9/21/1970 AX*225A + 226A AX 6190 5942 6084 6332 6225 6072
Calculation No.: FC08499 Rev. O Page 48 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete ll-28Daylab lll-28Day Lab IV- 28 Day Lab External Subgrade 3 Conserutive Rolling 3 Conserutive Rolling 3 Conserutive Rolling Set# Cylinders AX= Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Walll(F/N) Average I (psi) Average II (psi) Average Ill (psi) cast RP = Reactor Plant 692 9/23/l'J70 AX 2048 AX 6331 6314 6597 6119 6243 6414 693 9/25/1970 AX-302 AX 6119 6314 5942 6343 6343 6125 694 9/25/1970 AX-302 AX 6278 6119 6261 6178 6113 6219 695 9/25/1970 AX-1248 AX 6597 6579 6579 6326 6479 6585 696 9/29/l'J70 Ax-231 &235 AX 6296 6367 6278 6485 6414 6314 697 9/30/1970 AX 317 &233 AX 5571 5871 6066 6072 5907 5836 698 10/l/l'J70 Ax 311&312 AX 5818 5659 5712 5918 5848 5730 700 10/7/1970 Ax 234a AX 5765 5889 5801 5712 5789 5818 701 10/7/l'J70 Ax 234a AX 5730 5659 5801 5807 5730 5730 702 10/7/1970 Ax 234a AX 6084 5801 5907 5848 5895 5931 703 10/7/l'J70 Ax 234a AX 5978 6207 6190 5895 6031 6125 704 10/13/1970 AX31S AX 6437 6791 6597 6278 6473 6608 705 10/14/1970 AX 123b AX 6367 6190 5836 6585 6385 6131 706 10/20/1970 Ax 303 & AX 316 AX 6367 Gl'JO 6437 6131 6131 6331 707 10/21/1970 AX179&182b AX 6314 6367 5995 6314 6373 6225 708 10/22/1970 AX401a&402b AX 5942 6048 6190 6101 5995 6060 709 10/22/1970 AX401a&402b AX 5871 5696 5871 6036 5919 5813 713 10/29/1970 Ax 318&319 AX 6720 6723 6756 6096 6455 6750 714 10/29/1970 Ax409 AX 6420 6455 6261 6650 6544 6379 715 10/30/1970 Ax-400A AX 6190 6225 6473 6302 6225 6296 716 10/30/1970 Ax-400A AX 6455 6579 6331 6384 6502 6455 717 10/30/1970 Ax-400A AX 6048 5730 6154 6319 6036 5972 718 10/30/1970 Ax-400A AX 5995 5925 6048 5960 6025 5989 722 11/6/1970 AX 227, 228, 229 AX 6280 6225 6120 6084 6184 6208 723 ll/9/l'J70 A2312&313B AX 5854 6013 5925 6066 5996 5931 724 11/12/1970 AX 234 B AX 6296 5960 6296 6078 6060 6184 727 11/17/1970 AX 303 B AX 6296 6261 6207 6184 6284 6255 728 11/17/1970 AX 303 B AX 6119 6137 6119 61'J6 6154 6125 731 12/1/1970 AX-414 AX 5553 5553 5429 5936 5742 5512 733 12/4/1970 AX-502 AX 5889 5836 5854 5624 5718 5860 734 12/4/1970 AX-502 AX 5376 5500 5695 5689 5572 5524 734A 12/4/1970 AX 502Slab AX 5588 5765 5765 5594 5683 5706 735 12/4/1970 AX-502 AX 5571 5535 5695 5700 5624 5600 736 12/4/l'J70 AX-502 AX 5394 5412 5447 5541 5500 5418 736A 12/4/1970 AX502Slab AX 5712 5606 5677 5524 5588 5665 737 12/4/l'J70 AX-502 AX 5783 5748 5659 5689 5736 5730 Cols Elev.103C AX 310A, AX 743 3/4/1971 AX 6278 6314 6720 5895 6084 6437 321A 744 3/11/1971 AX 402 "B" SLAB AX 5818 5765 5783 6284 6101 5789 Parapet Walls AX 4CE, 406-745 3/18/l'J71 AX 5482 4669 5588 5677 5311 5246 1044'-0
AX Pads RM69AC-33, VA-17, 747 3/26/l'J71 AX 5465 5500 5748 5241 5518 5571 VA-18 748 4/2/1971 AX 180A 181A, 181BWalls AX 5252 5412 5323 5500 5471 5329 AX123C Wall, AX310C, 3llC 749 4/5/1971 AX 5606 5412 5270 5447 5447 5429 Cols.
750 4/9/1971 AX 186SLAB AX 5040 4793 4722 5241 5034 4852 751 4/16/l'J71 AX 181-B Wall & Col. AX321D AX 5129 5500 5500 4881 5117 5376 752 4/19/l'J71 AXlSOCWall AX 4704 4757 4704 5235 4987 4722
Calculation No.: FC08499 Rev. 0 Page 49 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete 11-28Daylab 111-28 Day lab IV - 28 Day Lab External Subgrade 3 Conserutive Rolling 3 Consecutive Rolling 3 Consecutive Rolling Set# Cylinders AX =Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Walll(F/N) Average I (psi) Average II (psi) Average Ill (psi) cast RP= Reactor Plant 766 4/26/l371 AX225b, 226b, 410a AX 5677 6154 6013 5046 5512 5948 767 4/26/1971 AX225b, 226b, 410a AX 6278 6561 6933 6148 6284 6591 768 4/27/1971 AX187a Slab AX188 stairs AX 6048 6119 6137 6514 6367 6101 769 4/29/1971 AX 187b AX 6384 5907 6243 6213 6143 6178 770 5/6/1971 AX 85 Pad AX 7145 6738 7092 6432 6709 6992 775 5/17/1971 AX-411A, 123d, 122C walls AX 6172 6137 6172 6667 6467 6160 776 5/17/1971 AX-411A, 123d, 122C walls AX 6526 6402 6402 6278 6367 6443 781 5/26/1971 AX30lb, 304C, 183b AX 6013 6084 6314 6272 6166 6137 782 5/27/l371 AX410b AX 5535 5465 5270 5978 5771 5423 783 6/3/1971 AX314, 322, AX313a Walls AX 6190 6137 6261 5642 5866 6196 784 6/4/1971 CurbAX400B.C.D AX 6031 6190 5942 6143 6161 6054 785 8/5/1971 AX104C&D AX 5465 5836 5907 5866 5748 5736 785A 8/5/1971 AX-104C&D AX 5907 6172 5765 5883 5995 5948 786 8/5/1971 Columns 313 B AX 5818 5412 6172 5918 5665 5801 787 8/9/1971 AX225C AX 5553 5960 5836 5712 5895 5783 788 8/12/1971 AX323Wall AX 6314 6367 6561 6037 6172 6414 789 8/13/1971 AX5DOAXS03 A AX 5500 5022 5146 6143 5694 5223 790 8/13/l371 AX5DOAX503 A AX 57U 5695 5182 5293 5518 5530 790A 8/13/1971 AX-500A & 503A AX 5838 5889 5871 5572 5636 5866 791 8/13/1971 AX5oo&503A AX 6084 6172 5801 5948 6042 6019 792 8/17/1971 AX-226C AX 6296 6473 6261 6090 6190 6343 800 8/20/1971 AX500B&503B AX 5925 5942 5748 6220 6043 5872 801 8/24/1971 AX411B AX 5783 5836 5624 5824 5789 5748 801A 8/24/1971 AX-411 B AX 5960 5995 5807 5860 5978 802 8/25/1971 AX-410C&225d AX 5995 5907 5801 5995 5951 5901 803 8/26/1971 1057 PARAPET WALL AX 5305 5447 5341 5671 5518 5364 810 8/31/l371 AX502 Relief Panel AX 6101 6243 6278 5630 5895 6207 811 9/2/1971 AX123 E AX 5748 5695 5359 6090 5907 5601 BllA 9/2/1971 AXU3E AX 5712 5801 5589 5624 5757 813 9/9/1971 AX501&503(P*rt) AX 6119 6048 6278 5960 6084 6148 814 9/9/1971 AX501 &503 (P*rt) AX 6296 6190 6101 6207 6255 6196 Pressure Panels Elev. 1036 815 9/10/1971 AX 5217 5465 5571 5836 5594 5418 (Ax Bldg.)
816 9/15/l371 AX 2260 (W*ll) AX 6278 6225 6225 5n1 6025 6243 818 9/16/1971 AX411CWall AX 5925 6508 6367 6U5 6219 6267 1057' Parapets-AX 505, 514, 820 9/22/1971 AX 5518 5482 5500 6131 5789 5500 515, 516 & 507 821 9/23/l371 AX116 AX 6066 6314 6261 5683 5960 6214 825 9/29/l371 AX-122DWall AX 6066 6101 5925 6214 6143 6031 826 9/30/1971 AX 123 FWall AX 5818 5642 6013 5948 5795 5824 830 10/7/l371 AX412B AX 5305 5164 5359 5653 5494 5276 832 10/U/1971 AX 206 and Pads AX 6296 6544 6314 5606 6066 6385 834 10/14/1971 AX6DOA AX 6508 6526 6650 6455 6449 6561 835 10/14/1971 AX6DOA AX 6685 6756 6508 6620 6697 6650 VA-151A, B, C and D RM. 82 836 10/15/1971 AX 5624 5978 5730 6296 6037 5777 Ax. Bldg. El. 1036 837 10/15/1971 AX 112C AX 6048 6207 6261 5919 5995 6172 839 10/22/1971 AX413b AX 7481 7446 7375 6650 7063 7434
Calculation No.: FC08499 Rev. 0 Page 50 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete ll-28Daylab lll-28Daylab IV- 28 Day Lab External Subgrade 3 Consecutive Rolling 3Consecutive Rolling 3 Consecutive Rolling Set# Cylinders AX= Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Walll(F/N) Average I (psi) Average II (psi) Average Ill (psi)
Cast RP = Reactor Plant 1057 Roof B.O.S Pipe Sieve E.
840 10/26/1971 AX 6172 6402 6473 6998 6650 6349 Aux. Bldg.
844 10/29/1971 AX 122C AX 6207 6384 6172 6361 6355 6254 845 11/2/1971 AX-6008 AX 6437 6473 6314 6331 6361 6408 846 11/2/1971 AX-6008 AX 6720 6384 6738 6502 6473 6614 847 11/4/1971 AX-1608 and AX-204 AX 6455 6314 6243 6526 6502 6337 849 11/5/1971 1044 Roof B.O.S. Ax. Bldg. AX 5801 5889 6137 6119 5978 5942 851 11/10/1971 AX-6C6 Parapet Wall AX 6137 6402 6331 6054 6225 6290 852 11/11/1971 AX-600C AX 5217 5323 5535 5983 5624 5358 853 11/11/1971 AX-600C AX 5359 6243 5942 5406 5712 5848 856 11/19/1971 AX89Slab AX 5571 5695 5712 5919 5736 5659 857 11/24/1971 AX 90Stairs AX 6207 6243 6048 5871 6054 6166 858 12/2/1971 AX 7169 B/O in AX 316 Wall AX 5164 5649 5288 5818 5620 5367 860 12/13/1971 AX139Wall AX 5642 5571 5129 5526 5500 5447 861 12/14/1971 AX 114d AX 5606 5642 5217 5435 5459 5488 862 12/23/1971 AX 114e Slab AX 4651 4899 4863 5170 4922 4804 863 12/23/1971 AX 7080 8/0 AX 5394 5022 5058 5052 5093 5158 866 1/13/1972 AX-192 AX-1836b 304a, 191a AX 6013 5960 5801 5364 5677 5925 AX 7008 8/0's l, 2, 3 AX7009 869 1/19/1972 AX 5748 5748 5730 5836 5766 5742 8/0's 1, 2, 3 872 1/26/1972 AX304A AX 6119 6455 6172 5866 6101 6249 873 2/1/1972 AX191C AX 5588 5942 5659 6072 5901 5730 875 2/4/1972 AX193 AX 5978 6420 5836 5860 6019 6078 AX225C, YA-69,AX4llb, 876 2/9/1972 AX 5518 5164 5235 5925 5506 5306 AX234b 878 2/11/1972 AX32Sa, 326a, 327a (Wal Is) AX 4916 5093 5058 5105 5081 5022 879 3/1/1972 AX191 band d AX 6314 6349 6331 5488 5907 6331 880 3/1/1972 AX32Sb, 326b, 327b and c AX 6190 6331 6225 6290 6284 6249 881 3/2/1972 AX7024-1 B/Os AX 5252 5288 5199 5936 5588 5246 882 3/9/1972 AX B/Os 7019-3 Rm's 4-15 AX 4686 5076 5429 5058 4987 5064 883 3/15/1972 AX B/Os 7019-11 AX 5925 6031 5905 54n 5795 5954 884 3/20/1972 AX 191-E, 304 Band 324-A AX 6614 6154 6402 6183 6224 6390 885 3/22/1972 AX 8/0s 7003-1 AX 5730 5624 5659 6095 5919 5671 886 3/29/1972 AX B/Os 7056-1, 2, 3, 4, 5 AX 6048 5394 5695 5n1 5700 5712 887 3/30/1972 AX 324b, 504 AX 6367 6048 6526 5819 6037 6314 888 4/5/1972 AX 505, 514, 516 Parapets AX 5712 5730 5925 6095 5989 5789 AX 8/05 70281, 7, 8 410 & AX 890 4/10/1972 AX 5836 5659 5925 5830 5807 5807 38a, b, c AX 8/05 7028-3, 5, 6, 7, 15, 891 4/12/1972 AX 5500 5518 5588 5695 5648 5535 18, 19, 20, 22 AX 8/05 7153-5 7153-3, 5 892 4/18/1972 AX 5500 5659 5780 5535 5582 5646 7014-1, 2, 3, 4 7015-1, 2, 3, 5 B/OS 7463-1to12 893 4/19/1972 RPlSA Stair & Curb AX 5288 5359 5659 5576 5476 5435 AX 8/05 7053-5, 7, 8 AX 8/05 7053-2, 3, 6 7066-10 894 4/26/1972 AX 5925 5995 6066 5648 5860 5995 7030-2, 3 7061-2
Calculation No.: FC08499 Rev. O Page 51 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete ll-28Daylab lll-28Day Lab IV- 28 Day Lab External Subgrade 3 Conserutive Rolling 3 Conserutive Rolling 3 Consecutive Rolling Set# Cylinders AX=Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Walll(F/N) Average I (psi) Average II (psi) Average Ill (psi)
Cast RP= Reactor Plant 895 4/27/1972 AX114Slab AX 7003 6544 6632 6355 6538 6726 AX 8/05 7030-1, 6, 7, 14 7029-897 5/3/1972 AX 5765 5810 5836 6314 6069 5804 5, 7703g...7 AX114 BStairs 898 5/4/1972 AX B/O 7060-1 AX 5359 5022 5042 5668 5406 5141 AX B/05 7028-1, 11, 12 7029-899 5/10/1972 AX 5288 5022 5341 5117 5117 5217 1,2,3,4,5,7,8,9 AX B/057023-77025-2, 3, 5, 6 900 5/11/1972 AX 4510 4686 4669 4958 4846 4622 7017-1 AX B/05 7021-17018-87019-901 5/16/1972 AX 4899 5146 5058 4751 4905 5034 26 7025-3 7038-9 AX B/05 7146-1 7174-1 7147-2 902 5/18/1972 AX 4174 4757 4651 4793 4663 4527 to7 The rolling average minimum and 10% passing limit are included in Section 6.0 of this calculation.
Calculation No.: FC08499 Rev. 0 Page 52of133 Evaluation of FCS Concrete Compressive Strength Test Data Calculate Rolling Average Minimum for 5 Consecutive Tests and 20% Passing Limit - Case 2 Date Building Code Location of Concrete ll-28Daylab lll-28Daylab IV- 28 Day Lab External Subgrade 5 Consea.itive Rolling 5 Consecutive Rolling 5 Consecutive Rolling Set# Cylinders AX= Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Walll(F/N) Average I (psi) Average II (psi) Average Ill (psi) cast RP =Reactor Plant Wall W-3 Part #3 Auxiliary 45 2/19/l!J69 AY. 6544 6968 7163 Building 51 2/28/1969 Auxiliary Building Wall W-1 AY. 6827 6579 6296 6816 6767 52 2/28/l!J69 Auxiliary Building Wall W-1 AX 7074 7127 7286 6788 6781 6872 121 5/8/1969 Slab 55-lAuxiliary Bldg. AY. 6650 6667 6950 6887 6961 6936 122 5/8/1969 Slab 55-lAuxiliary Bldg. AX 7021 7003 7074 6915 6858 6943 123 5/8/1969 Slab 55-lAuxiliary Bldg. AX 6827 6667 6720 6975 6918 6858 124 5/8/1969 Slab55-1Auxiliary Bldg. AY. 6261 6667 6367 6710 6628 6536 125 5/8/1969 Slab 55-1 Auxiliary Bldg, AY. 6827 6137 6667 6568 6452 6533 126 5/8/1969 Slab 55-1 Auxiliary Bldg. AX 7286 7251 6986 6657 6834 6865 127 5/8/1969 Slab 55-1 Auxiliary Bldg. AX 6544 6650 6420 6947 6943 6770 179 6/6/1969 Aux. M-7 AY. 5801 5588 5606 6480 6201 6013 180 6/6/1969 Aux. M-7 AX 7499 7622 7304 6183 6423 6724 181 6/6/1969 Aux. M-7 AX 7127 7110 6968 7032 7332 7226 182 6/6/1969 Aux. M-7 AY. 7092 6402 7CE6 7120 6940 6926 183 6/6/1969 Aux. M-7 AY. 7339 6473 6809 6971 6872 6816 184 6/6/1969 Aux M-7 AX 6066 6367 6278 6749 6611 6399 185 6/6/1969 Aux M-7 AX 6544 6720 6650 6413 6395 6512 186 6/6/1969 Aux M-7 AY. 6880 6880 6720 6614 6735 6770 187 6/6/1969 Aux M-7 AX 7110 7180 7003 6848 6954 6979 188 6/6/1969 Aux M-7 AX 7110 6915 7216 7025 7064 7085 189 6/9/1969 Aux 17 & 18 AY. 7003 7428 7074 7049 7134 7127 206 6/13/1969 Aux Building M-6 AX 7463 7145 7835 7237 7223 7389 207 6/13/l!J69 Aux Building M-6 AY. 7251 7163 7145 7354 7371 7308 208 6/l3/l!J69 Aux Building M-6 AY. 7251 7251 7145 7329 7212 7191 209 6/13/1969 Aux Building M-6 AX 7905 6933 7463 7339 7297 7339 210 6/13/1969 Aux Building M*6 AY. 7782 7491 7835 7446 7515 7501 211 6/13/1969 Aux Building M-6 AY. 6667 7446 7322 7448 7444 7352 212 6/13/l!J69 Aux Building M-6 AX 7640 7092 7082 7382 7233 7316 213 6/l3/l!J69 Aux Building M-6 AY. 7499 7640 7799 7327 7391 7422 258 6/25/l!J69 MS Aux Mat AX 6296 6154 6154 7263 7078 6809 259 6/25/l!J69 MS Aux Mat AX 6119 6225 6084 6504 6190 6147 260 6/25/l!J69 MS Aux Mat AX 6437 6915 6597 6204 6356 6452 261 6/25/1969 MS Aux Mat AY. 6827 6667 6720 6572 6689 6745 262 6/25/1969 MS Aux Mat AY. 6420 6243 6402 6646 6575 6490 263 6/25/1969 MS Aux Mat AX 6048 6084 6632 6367 6239 6282 264 6/25/l!J69 MS Aux Mat AX 5500 5801 5659 6133 6013 5935 265 6/25/l!J69 MS Aux Mat AX 6331 6225 6597 5985 5903 6123 284 7/2/1970 AX51Wall AX 6066 5889 6225 6176 6222 6200 288 7/ll/l!J70 AY.56 AY. 6455 6437 6420 6246 6214 6285 292 7/18/1970 AY.40&41 AY. 5854 5783 5889 6278 6l!JO 6077
Calculation No.: FC08499 Rev. 0 Page 53of133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code location of Concrete II- 28 Day Lab lll-28Day Lab IV- 28 Day lab External Subgrade 5 Consecutive Rolling 5 Consecutive Rolling 5 Consecutive Rolling Set# Cylinders AX= Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Walll(F/N) Average I (psi) Average II (psi) Average Ill (psi) cast RP= Reactor Plant 303 7/22/1969 AX-S3 AX 6101 6296 6013 6009 S985 6016 306 7/23/1969 AX60Wall AX 5995 6897 6314 6059 6260 6303 322 8/13/1969 AX-44 AX 5535 S624 5712 6151 6073 6016 336 8/21/1969 AX54 AX 5979 5995 6048 5833 5769 5872 342 8/22/1969 AX61AWall AX 5801 5871 5765 5907 5939 5896 343 8/26/1969 AX47Wall AX 5801 5889 5871 5857 5825 5839 345 8/28/1969 AX37 & 37a AX 6119 5889 5925 5889 5914 5939 346 9/2/1969 AX45 AX 5871 6172 5801 5935 5995 5932 348 9/5/1969 AX71 AX 6561 6384 6207 6066 6158 6225 349 9/9/1969 AX36 &37b AX 6349 6384 6420 6260 6377 6349 367 9/15/1969 AX62, 63, 64 AX 5412 5323 5518 6154 5978 5811 373 9/19/1969 AX3 AX 6278 5889 5801 5790 5684 5762 374 9/19/1969 AX78Slab AX 5871 5889 5889 5871 5946 5868 375 9/19/1969 AX24 AX 6119 5854 6172 5914 5924 5985 376 9/22/1969 AX58 AX 6207 6367 6084 6048 6144 6137 379 9/24/1969 AX-16 AX 6137 6013 6207 6193 6162 6162 396 9/30/1969 AX-15 AX 5907 6031 5978 6070 6059 6027 397 10/1/1969 AX-31 AX 6154 6172 6367 6055 6048 6140 400 10/3/1969 AX27Wall AX 5960 5518 5482 6126 6034 5900 416 10/21/1969 AX9B AX 6331 5588 5960 5932 5776 5776 417 10/21/1969 AX22 AX 5978 6137 4934 5868 5999 5719 420 10/27/1969 AX-25 AX 6013 6101 6084 5804 5833 5854 422 10/29/1969 AX 105 Slab AX 6296 6261 6137 5886 6151 6176 424 11/3/1969 AX-9AWal AX 5642 5482 5925 6084 5964 5889 428 11/7/1969 AX 107Slab AX 5748 5942 5871 5787 5748 5794 429 11/10/1969 AX 138, 143, 144, 146 AX 5871 6154 6101 5871 5917 5988 430 11/10/1969 AX 138, 143, 144, 146 AX 4775 4969 5235 5754 5574 5447 431 11/10/1969 AX 138, 143, 144, 146 AX 6367 6650 6720 5489 5599 5988 432 11/11/1969 AX-21 Wall AX 6968 7145 7145 6388 6770 6926 440 11/15/1969 AX-lOOSlab AX 6013 6225 6013 6798 6699 6508 441 11/15/1969 AX-lOOSlab AX 6597 6473 6437 6399 6264 6349 446 11/18/1969 AX-19Wall AX 6526 6720 6632 6409 6551 6558 449 11/20/1969 AX-20Wall AX 6031 6207 6048 6469 6423 6328 455 11/21/1969 AX-SWall AX 7254 6968 7127 6434 6502 6721 456 11/21/1969 AX-175 & 176 Wall AX 6084 6473 6544 6696 6781 6639 458 11/24/1969 AX-104 8 AX 7003 6986 6632 6646 6618 6728 460 11/25/1969 AX-10651ab AX 6473 5978 6544 6728 6614 6523 461 11/25/1969 AX-10651ab AX 6154 6420 6190 6356 6314 6257 462 11/25/1969 AX-10651ab AX 6402 6561 6384 6342 6345 6391 464 11/29/1969 AX-10151ab AX 6154 6473 6154 6338 6395 6345 465 11/29/1969 AX-10151ab AX 6579 6508 6614 6349 6374 6466 467 12/2/1969 AX177A Wall AX 6720 6561 6738 6515 6596 6628 468 12/5/1969 AX-246W*ll AX 6296 6508 6597 6586 6565 6540 469 12/5/1969 AX-246Wall AX 6013 6084 6013 6430 6300 6243 475 12/12/1969 AX-1 AX 5942 6013 5482 6130 6013 5907
Calculation No.: FC08499 Rev. 0 Page 54 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete ll-28Daylab lll-28Daylab IV- 28 Day Lab External Subgrade 5 Consecutive Rolling 5 Conserutive Rolling 5 Conseaitive Rolling Set# cylinders AX= Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Wall?(F/N) Average I (psi) Average II (psi) Average Ill (psi)
Cast RP= Reactor Plant 476 12/12/1%9 AX-1 AX 6172 6349 6172 5924 5992 6038 477 12/12/1%9 AX-1 AX 6225 6367 6473 6080 6257 6317 478 12/U/1969 AX-1 AX 5836 5871 5500 6215 6154 6009 479 12/12/1%9 AX-1 AX 6473 5854 5854 6031 5907 5910 480 12/15/1969 AX-174A AX 6119 6384 6314 5%0 6137 6105 481 12/16/1969 AX-166-167Wall AX 6614 6756 6650 6257 6437 6544 484 12/19/1969 AX-1756 & 1768 Wall AX 5801 5677 5341 6427 6300 6045 485 12/22/1%9 AX-161Watls AX 5871 5730 6031 5868 5684 5730 490 1/7/1970 AX-102 &103 AX 6437 6367 6544 5882 6087 6222 491 1/7/1970 AX-102 &103 AX 6084 6084 6013 6293 6303 6218 492 1/7/1970 AX-102 &103 AX 5553 5518 5730 6(66 5850 5780 493 1/7/1970 AX-102 & 103 AX 6137 6367 6084 5790 5861 5967 494 1/7/1970 AX-102 &103 AX 5871 5765 6013 6038 6045 6020 495 1/8/1970 AX-102 &103 AX 5871 5907 5889 5921 5885 5889 496 1/8/1970 AX-102 & 103 AX 5659 5553 5624 5868 5776 5726 498 1/13/1970 AX-154-165 AX 6261 6013 6526 5797 5822 5995 499 1/14/1970 AX109 AX 5818 5588 5730 6048 6041 5935 500 1/15/1970 AX 163 AX 6526 6685 6614 6038 6069 6229 501 1/16/1970 AX159 AX 6084 6119 5942 6328 6406 6289 504 1/26/1970 AX 108Slab AX 5659 5695 5801 6084 5900 5843 507 1/28/1970 AX-153Wa11 AX 5518 5394 5642 5723 5613 5610 SOB 1/30/1970 AX-142Wa11 AX 6066 5677 5730 5684 5659 5702 509 2/6/1970 AX-137Wa11 AX 5925 5907 5642 5808 5861 5776 529 4/8/1970 AX141Wa11 AX 6119 5907 6314 5865 5900 5978 532 4/14/1970 AX140Wa11 AX 6225 6190 6101 6041 6151 6147 533 4/15/1970 AX-2 AX 6349 6278 6420 6236 6229 6268 534 4/15/1970 AX-2 AX 6437 6490 6437 6317 639S 6412 53S 4/15/1970 AX-2 AX 6243 6402 6314 6405 6402 6377 537 4/22/1970 AX 149 AX 6S79 6172 6773 639S 6342 6448 538 4/23/1970 AX138 AX 6402 6650 6703 6448 6515 6540 540 4/28/1970 AX.-29dwall AX 6013 6154 622S 6S08 6384 6349 S43 S/1/1970 AX136A AX 6933 7003 6968 6406 6466 6657 544 5/4/1970 AX-110 AX 6614 6791 6402 6749 6862 6756 545 S/4/1970 AX-110 AX 6243 6367 6190 6604 6483 6399 S46 S/4/1970 AX-110 AX 6261 6S61 6508 6293 6324 6377 547 S/4/1970 AX-110 AX 6437 6296 6544 6391 6413 6469 548 5/5/1970 AX-170 & 172 AX 6261 6490 6473 6409 6406 6413 sso 5/6/1970 AX-200 AX 6278 6190 6031 6409 6338 6292 SSl 5/6/1970 AX-200 AX 6579 6119 6437 6310 6239 6271 554 5/8/1970 AX 121ASlab AX S659 5978 5836 6165 6154 6006 SSS S/12/1970 AX147 AX 6048 5801 5783 S992 5864 5889 S61 5/26/1970 AX-127 AX S942 SB36 5871 S882 S882 5847 S80 6/4/1970 AX 125 & 132 AX 6172 6154 6101 S921 5995 6027 S81 6/4/1970 AX 125 & 132 AX 6225 6137 5854 6105 6158 6094 589 6/10/1970 AX - 123a & AX130-b AX 6119 6261 6066 6087 6119 6087
Calculation No.: FC08499 Rev. O Page 55 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code location of Concrete 11-28Day Lab Ill- 28Day Lab IV - 28 Day Lab External Subgrade S Consecutive Rolling S Consecutive Rolling 5 Consecutive Rolling Set# Cylinders AX= Auxiliary Building, Placement Strength (psi} Strength (psi) Strength (psi) Wall?(F/N) Average I (psi) Average II (psi) Average Ill (psi)
Cast RP =Reactor Plant 594 6/16/1970 AX-111 AX 5854 5960 5730 6031 6052 5974 595 6/16/1970 AX-111 AX 6031 6119 5942 5928 5939 5956 596 6/18/1970 AX-130 AX 6119 6314 6190 5988 6105 6137 600 6/22/1970 AX-124&126 AX 6084 6331 6154 6130 6208 6215 601 6/23/1970 AX170&1n AX 6119 6137 6119 6176 6165 6172 602 6/24/1970 AX 212 &215 AX 6827 6437 6526 6271 6328 6409 608 6/26/1970 AX 133 AX 6048 5978 6225 6391 6363 6243 610 6/30/1970 AX 211 AX 5978 6119 6225 6151 6070 6105 614 7/2/1970 AX - lSlb & 157b AX 6278 5765 5960 6165 6073 6069 618 7/7/1970 AX 1516 + 1576 AX 6207 5907 5925 6087 6023 5953 619 7/10/1970 AX-134WALL AX 5871 5748 6119 5974 5932 5914 620 7/10/1970 AX-134WALL AX 6101 6048 6207 5953 5977 6045 621 7/10/1970 AX-134WALL AX 6154 6013 5854 6126 6105 6055 622 7/10/1970 AX-134WALL AX 6190 6137 6278 6084 6070 6094 623 7/10/1970 AX-134WALL AX 6437 5960 6225 6179 6200 6207 627 7/13/1970 AX-202A AX 6437 6738 6384 6267 6359 6349 628 7/13/1970 AX-202A AX 5889 5642 5836 6335 6218 6008 629 7/13/1970 AX-202A AX 6296 6119 5995 6009 5956 5978 630 7/13/1970 AX-202A AX 6738 6526 6614 6197 6335 6398 631 7/14/1970 AX210a AX 6190 6190 5995 6413 6452 6303 637 7/16/1970 AX 171+ 179 AX 5871 5642 5836 6172 5978 5907 641 7/17/1970 AX-150 AX 5748 5907 5925 5818 5801 5812 643 7/22/1970 AX201 AX 6013 6190 6172 5886 5957 6041 644 7/22/1970 AX201 AX 6402 6402 6437 6140 6236 6321 645 7/22/1970 AX148 AX 6278 6278 6084 6338 6359 6296 647 7/24/1970 AX-184A AX 5712 5164 5465 6158 5903 5741 648 7/27/1970 AX-113 AX 5942 6013 5571 5673 5659 5631 649 7/27/1970 AX-113 AX 5871 6048 5960 5772 5889 5893 654 7/30/1970 AX-214 AX 5783 5801 5394 5847 5893 5797 655 7/31/1970 AX-218, 220, 223 AX 5695 5764 5447 5727 5687 5620 658 8/3/1970 AX-204 A+20SA AX 5801 5642 6013 5620 5670 5733 659 8/6/1970 AX-216 +217 AX 6066 5925 6013 5794 5889 5932 660 8/6/1970 AX 168a+169 AX 5818 6296 6207 5967 6024 6052 664 8/7/1970 AX 203, 205 b AX 6261 6314 6119 6119 6179 6239 665 8/7/1970 AX 203, 205b AX 6172 6261 6137 6215 6225 6201 670 8/11/1970 AX-162 AX 5995 6243 6048 6137 6162 6137 671 8/13/1970 AX-182 a AX 5942 5765 5907 6073 5999 5981 674 8/20/1970 AX 1688 AX 5606 5606 5588 5854 5765 5694 678 8/27/1970 AX-221 AX 5535 5606 5341 5648 5588 5535 679 8/28/1970 AX 300a, 301a + 131a AX 5748 5748 6031 5564 5596 5695 680 8/28/1970 AX 300a, 301 a +181b1 AX 5500 5553 5411 5674 5716 5649 683 9/10/1970 AX 122b AX 6048 5978 6402 5709 5698 5878 687 9/15/1970 AX 178COLS AX 6844 6579 6473 6137 6370 6455 689 9/21/1970 AX-225A + 226A AX 5765 6261 6544 6413 6384 6324 690 9/21/1970 AX-225A + 226A AX 6190 5942 6084 6247 6140 6204
Calculation No.: FC08499 Rev. O Page 56 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete II- 28 Day Lab 111-28 Day Lab IV- 28 Day Lab External Subgrade 5 Consecutive Rolling 5 Consecutive Rolling 5 Consecutive Rolling Set# cylinders AX= Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Walll (F/N) Average I (psi) Average II (psi) Average Ill (psi)
Cast RP =Reactor Plant 692 9/23/l!J70 AX 204B AX 6331 6314 6597 6218 6172 6254 693 9/25/1970 AX-302 AX 6119 6314 5942 6289 6335 6257 694 9/25/1970 AX-302 AX 6278 6119 6261 6250 6154 6183 695 9/25/1970 AX-124B AX 6597 6579 6579 6239 6367 6427 696 9/29/l!J70 Ax-231 & 235 AX 6296 6367 6278 6402 6484 6420 697 9/30/1970 AX 317 &233 AX 5571 5871 6066 6218 6077 6031 698 10/1/l!J70 Ax 311&312 AX 5818 5659 5712 5921 5797 5825 700 10/7/1970 Ax 234a AX 5765 5889 5801 5804 5769 5765 701 10/7/1970 Ax 234a AX 5730 5659 5801 5n9 5769 5n6 702 10/7/1970 Ax 234a AX 6084 5801 5907 5815 5815 5850 703 10/7/l!J70 Ax 234a AX 5978 6207 6l!JO 5914 5995 6017 704 10/13/1970 AX315 AX 6437 6791 6597 6144 6321 6444 7(]; 10/14/1970 AX 123b AX 6367 6l!JO 5836 6476 6476 6356 706 10/20/1970 Ax 303 & AX 316 AX 6367 6l!JO 6437 6271 6190 6204 707 10/21/1970 AX 179 & 182 b AX 6314 6367 5995 6229 6335 6261 708 10/22/1970 AX401a&402b AX 5942 6048 6190 6211 6133 6108 709 10/22/1970 AX401a&402b AX 5871 5696 5871 6009 5949 5935 713 10/29/1970 Ax 318&319 AX 6720 6n3 6756 6070 6186 6363 714 10/29/1970 Ax 409 AX 6420 6455 6261 6508 6625 6533 715 10/30/1970 Ax-400A AX 6190 6225 6473 6416 6310 6321 716 10/30/1970 Ax-400A AX 6455 6579 6331 6321 6384 6413 717 10/30/1970 Ax-400A AX 6048 5730 6154 6377 6229 6168 718 10/30/1970 Ax-400A AX 5995 5925 6048 6(];2 5970 5970 722 11/6/1970 AX 227, 228, 229 AX 6280 6225 6120 6080 6095 6120 723 11/9/1970 A2312 &313B AX 5854 6013 5925 6105 6098 6027 724 11/12/1970 AX 2348 AX 6296 5960 6296 6042 6010 6098 727 11/17/1970 AX 303 B AX 6296 6261 6207 6155 6222 6204 728 11/17/1970 AX 303 B AX 6119 6137 6119 6236 6204 6169 731 12/1/l!J70 AX-414 AX 5553 5553 5429 6027 5896 5758 733 12/4/1970 AX-502 AX 5889 5836 5854 5709 5652 5712 734 12/4/1970 AX-502 AX 5376 5500 5695 5677 5691 5652 734A 12/4/1970 AX 502Slab AX 5588 5765 5765 5603 5585 5663 735 12/4/1970 AX-502 AX 5571 5535 5695 5677 5645 5666 736 12/4/1970 AX-502 AX 5394 5412 5447 5592 5521 5497 736A 12/4/1970 AX SD2Slab AX 5712 5606 5677 5532 5514 5571 737 12/4/1970 AX-502 AX 5783 5748 5659 5645 5705 5695 Cols Elev. 103C AX 310A, AX 743 3/4/1971 AX 6278 6314 6720 5829 5956 6144 321A 744 3/11/1971 AX 402 "B" SLAB AX 5818 5765 5783 6158 6179 6080 Parapet Walls AX 4ffi, 406-745 3/18/l!J71 AX 5482 4669 5588 5914 5503 5457 1044'-0
AX Pads RM69AC-33, VA-17, 747 3/26/1971 AX 5465 5500 5748 5397 5341 5394 VA-18 748 4/2/1971 AX 180 A 181A, 181B Walls AX 5252 5412 5323 5511 5475 5447 AX123C Wall, AX310C, 321C 749 4/5/1971 AX 5606 5412 5270 5468 5401 5405 Cols.
750 4/9/1971 AX 1865lAB AX 5040 4793 4722 5330 5224 5047 751 4/16/l!J71 AX 181-B Wall & Col. AX321D AX 5129 5500 5500 4991 5037 5129 752 4/19/l!J71 AX180CWall AX 4704 4757 4704 5111 5118 5033
Calculation No.: FC08499 Rev. 0 Page 57 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code location of Concrete ll-28Daylab lll-28Daylab IV- 28 Day Lab External Subgrade 5 Consecutive Rolling S Consecutive Rolling 5 Consecutive Rolling Set# Cylinders AX= Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Waiil(F/N) Average I (psi) Average II (psi) Average Ill (psi)
Cast RP= Reactor Plant 766 4/26/1971 AX225b, 226b, 410a AX 5677 6154 6013 5068 5199 5461 767 4/26/1971 AX225b. 226b, 410a AX 6278 6561 6933 5765 6137 6388 768 4/27/1971 AX187a Slab AX188 stairs AX 6048 6119 6137 6367 6388 6360 769 4/29/1971 AX 187b AX 6384 5907 6243 6324 6119 6158 770 5/6/1971 AX SS Pad AX 7145 6738 7092 6363 6483 6625 775 5/17/1971 AX-411A, 123d, 122C walls AX 6172 6137 6172 6678 6657 6462 776 5/17/1971 AX-411A, 123d, 122C walls AX 6526 6402 6402 6420 6282 6328 781 5/26/1971 AX30lb, 304C, 183b AX 6013 6084 6314 6303 6285 6243 782 5/27/1971 AX410b AX 5535 5465 5270 6070 5882 5734 783 6/3/1971 AX314, 322, AX313a Walls AX 6190 6137 6261 5755 5719 5865 784 6/4/1971 Curb AX 400 B.C.D AX 6031 6190 5942 5978 6162 6112 785 8/5/1971 AX104C&D AX 5465 5836 5907 5978 5893 5868 785A 8/5/1971 AX-104C&D AX 5907 6172 5765 5811 5857 5917 786 8/5/1971 Columns 313 B AX 5818 5412 6172 5914 5815 5868 787 8/9/1971 AX 225 C AX 5553 5960 5836 5744 5783 5787 788 8/12/1971 AX323Wall AX 6314 6367 6561 5967 6006 6208 789 8/13/1971 AX500AXS03 A AX 5500 5022 5146 6116 5953 5719 790 8/13/1971 AXSOOAX503 A AX 5712 5695 5182 5588 5415 5351 790A 8/13/1971 AX-500A & 503A AX 5838 5889 5871 5515 5663 5695 791 8/13/1971 AX5oo&503A AX 6084 6172 5801 5n3 5971 5963 792 8/17/1971 AX-226C AX 6296 6473 6261 6045 6165 6201 BOO 8/20/1971 AX500B&5038 AX 5925 5942 5748 6151 6179 6070 801 8/24/1971 AX 4118 AX 5783 5836 5624 5932 5847 5787 801A 8/24/1971 AX-411 B AX 5960 5995 5790 5840 5854 802 8/25/1971 AX-410C&22Sd AX 5995 5907 5801 5894 5964 5925 803 8/26/1971 1057 PARAPET WALL AX 5305 5447 5341 5752 5691 5560 810 8/31/1971 AXS02 Relief Panel AX 6101 6243 6278 5599 5687 5882 811 9/2/1971 AX123 E AX 5748 5695 5359 5942 6013 5865 811A 9/2/1971 AX 123 E AX 5712 5801 5758 5663 5642 813 9/9/1971 AX 501&503 (Part) AX 6119 6048 6278 5748 5920 6062 814 9/9/1971 AX501&503(Part) AX 6296 6190 6101 6185 6186 6183 Pressure Panels Elev. 1036 815 9/10/1971 AX 5217 5465 5571 6016 5854 5709 (Ax Bldg.)
816 9/15/1971 AX 2260 (Wail) AX 6278 6225 6225 5726 5751 5953 818 9/16/1971 AX411CWall AX 5925 6508 6367 6045 6232 6250 1057' Parapets -AX SCE, 514, 820 9/22/1971 AX 5518 5482 5500 6109 5960 5875 515, 516 & 507 821 9/23/1971 AX 116 AX 6066 6314 6261 5787 5n6 5925 825 9/29/1971 AX-122DWaii AX 6066 6101 5925 6041 6162 6133 826 9/30/1971 AX123FWaii AX 5818 5642 6013 6034 5910 5900 830 10/7/1971 AX412B AX 5305 5164 5359 5741 5588 5497 832 10/12/1971 AX 206 and Pads AX 6296 6544 6314 5627 5734 5935 834 10/14/1971 AX600A AX 6508 6526 6650 6204 6438 6508 835 10/14/1971 AX600A AX 6685 6756 6508 6537 6625 6625 VA-151A, B, C and D RM. 82 836 10/15/1971 AX 5624 5978 5730 6445 6310 6119 Ax. Bldg. El. 1036 837 10/15/1971 AX 112C AX 6048 6207 6261 5978 5917 6045 839 10/22/1971 AX413b AX 7481 7446 7375 6345 6689 6954
Calculation No.: FC08499 Rev. O Page 58 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code location of Concrete ll-28Daylab lll-280aylab IV- 28 Day Lab External Subgrade 5 Consecutive Rolling 5 Consea.itive Rolling 5 Consecutive Rolling Set# Cylinders AX= Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Wall?(F/N) Average I (psi) Average II {psi) Average Ill (psi) cast RP= Reactor Plant 1057 Roof B.O.S Pipe Sieve E.
840 10/26/1971 AX 6172 6402 6473 6947 6975 6774 Aux. Bldg.
844 10/29/1971 AX 122C AX 6207 6384 6172 6526 6328 6328 845 11/2/1971 AX-6008 AX 6437 6473 6314 6335 6335 6356 846 11/2/1971 AX-6008 AX 6720 6384 6738 6423 6466 6526 847 11/4/1971 AX-1608 and AX-204 AX 6455 6314 6243 6522 6522 6427 849 11/5/1971 1044 Roof B.O.S, Ax. Bldg. AX 5801 5889 6137 6310 6140 6077 851 11/10/1971 AX-605 Parapet Wall AX 6137 6402 6331 6041 6073 6179 852 11/11/1971 AX-600C AX 5217 5323 5535 6045 5882 5762 853 11/11/1971 AX-600C AX 5359 6243 5942 5553 5535 5680 856 11/19/1971 AX 89Slab AX 5571 5695 5712 5730 5762 5833 857 11/24/1971 AX 90Stairs AX 6207 6243 6048 5825 5886 5981 858 12/2/1971 AX 7169 B/O in AX 316Wall AX 5164 5649 5288 5875 5862 5678 860 12/13/1971 AX 139Wall AX 5642 5571 5129 5558 5463 5456 861 12/14/1971 AX 114d AX 5606 5642 5217 5447 5518 5433 862 12/23/1971 AX 114e Slab AX 4651 4899 4863 5249 5203 5054 863 12/23/1971 AX 7080 8/0 AX 5394 5022 5058 SOOS 4966 5047 866 1/13/1972 AX-192 AX-1836b 304a. 191a AX 6013 5960 5801 5270 5489 5571 AX 7008 B/O's l, 2, 3 AX7009 869 1/19/1972 AX 5748 5748 5730 5716 5854 5797 B/O"s 1, 2. 3 872 1/26/1972 AX304A AX 6119 6455 6172 5829 5960 6045 873 2/1/1972 AX191C AX 5588 5942 5659 6013 6055 5963 875 2/4/1972 AX193 AX 5978 6420 5836 5868 5917 5967 AX225C, VA-69, AX411b, 876 2/9/1972 AX 5518 5164 5235 5882 5783 5635 AX234b 87B 2/11/1972 AX325a, 326a, 327a (Wal Is) AX 4916 5093 5058 5334 5185 5093 879 3/1/1972 AX191b and d AX 6314 6349 6331 5323 5546 5829 880 3/1/1972 AX32Sb, 326b, 327b and c AX 6190 6331 6225 6048 6303 6285 881 3/2/1972 AX7024-1 B/Os AX 5252 5288 5199 6066 5857 5659 882 3/9/1972 AX B/Os 7019-3 Rm's 4-15 AX 4686 5076 5429 5330 5100 5136 883 3/15/1972 AX B/Os 7019-11 AX 5925 6031 5905 5263 5429 5673 884 3/20/1972 AX 191-E, 304 Band 324-A AX 6614 6154 6402 5981 6126 6221 885 3/22/1972 AX B/Os 7003-1 AX 5730 5624 5659 6161 6105 5914 886 3/29/1972 AX B/Os 7056-1, 2, 3, 4, 5 AX 6048 5394 5695 5893 5691 5684 887 3/30/1972 AX 324b, 504 AX 6367 6048 6526 5833 5910 6006 888 4/5/1972 AX 505, 514, 516 Parapets AX 5712 5730 5925 6070 son 5988 AX B/OS 70281, 7, 8410 & AX 890 4/10/1972 AX 5836 5659 5925 5946 5772 5815 38a, b, c AX 8/0S 7028-3, 5, 6, 7, 15, 891 4/12/1972 AX 5500 5518 5588 5769 5688 5638 18, 19, 20, 22 AX B/OS 7153-5 7153-3, 5 892 4/18/1972 AX 5500 5659 5780 5606 5553 5609 7014-1, 2, 3, 4 7015-1, 2, 3, 5 B/OS 7463-1to12 893 4/19/1972 RPlSA Stair & Curb AX 5288 5359 5659 5563 5517 5549 AX B/OS 7059-5, 7, 8 AX B/OS 7059-2, 3, 6 7066-10 894 4/26/1972 AX 5925 5995 6066 5602 5645 5801 703().2, 3 7061-2
Calculation No.: FC08499 Rev. O Page 59 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete 11- 28Daylab Ill- 28Day Lab IV- 28 Day Lab External Subgrade 5 Conserutive Rolling 5 Consecutive Rolling 5 Consecutive Rolling Set# C:Vlinders AX =Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Wall?(F/N) Average I (psi) Average II (psi) Average Ill (psi)
Cast RP= Reactor Plant 895 4/27/1972 AX114Slab AX 7003 6544 6632 6130 6307 6448 AX B/05 7030-1, 6, 7, 14 7029-897 5/3/1972 AX 5765 5810 5&36 6402 6351 6117 5, 77039-7 AX114BStairs 898 5/4/1972 AX B/O 7060-1 AX 5359 5022 5042 5880 5558 5414 AX B/05 7028-1, 11, 12 7029-899 5/10/1972 AX 5288 5022 5341 5309 5147 5143 1,2,3,4,5, 7,8,9 AX B/OS 7023-7 7025-2, 3, 5, 6 900 5/11/1972 AX 4510 4686 4669 5041 4969 4846 7017-1 AX B/OS 7021-17018-87019-901 5/16/1972 AX 4899 5146 5058 4821 4782 4892 26 7025-3 7038-9 AX B/05 7146-1 7174-17147-2 902 5/18/1972 AX 4174 4757 4651 4789 4807 4757 to7 The rolling average minimum and 20% passing limit are included in Section 6.0 of this calculation.
Calculation No.: FCOB499 Rev. O Page 60of133 Evaluation of FCS Concrete Compressive Strength Test Data Calculate Rolling Average Minimum for 3 Consecutive Tests and 10% Passing Limit- Case 3 Date Building Code Location of Concrete II- 28Day Lab Ul-28Day Lab IV- 28 Day Lab Reactor cavity Floor 3 Conserutive Rolling 3 Conserutive Rolling 3 Consecutive Rolling Set# Cylinders AX =Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) or Walls? (F/N) Average I (psi) Average II (psi) Average Ill (psi)
Cast =
RP Reactor Plant 405 10/8/1969 RP Mud Slab 3 B RP 6367 6597 6367 N (7910) 6444 474 12/11/1969 RP-SA RP 6S08 6S61 6897 N (7606) 6491 6479 665S 483 12/19/1969 RP- 5 Slab & Wall RP S712 S942 S942 N (7606) 6390 6184 S86S S02 1/23/1970 RP 6&8 RP S783 S624 S748 N (7917) S889 5783 5718 S03 1/23/1970 RP 6&8 RP S252 S323 S217 N (7917) S541 S441 S264 SU 2/20/1970 RP-7 & 9 RP S624 S836 S659 y (7918. 7607) S388 S559 S706 S13 2/20/1970 RP-7 & 9 RP 5730 S677 5518 y (7918, 7607) 5742 S689 S642 S14 2/20/1970 RP-7 & 9 RP 6119 S942 S907 y (7918, 7607) S771 S860 S989 SlS 2/20/1970 RP-7 & 9 RP SS18 SS88 S305 y (7918, 7607) S789 S671 5470 S18 3/S/1970 RP-10& 128 RP 6048 S942 6048 N (7608) S647 S76S 6013 S19 3/S/1970 RP-10&128 RP 6190 6048 S659 N (7608) 6060 609S S966 S20 3/9/1970 RP-11 RP 6013 6048 6261 N (7609) S907 S907 6107 S21 3/18/1970 RP-13C1Cols. 7&8 RP 6031 S871 5818 N (8088, 8089) 6113 6054 S907 S22 3/19/1970 RP-13 N from Col. 9- Col. U RP 5871 S889 S92S N (8088, 8089) S853 S859 S89S S26 4/2/1970 RP-13 RP 6S79 6650 6720 N (8088, 8089) 6131 6385 6650 S39 4/27/1970 RP-13-5 RP 5907 S836 6084 N (8088, 8089) 6426 6154 S942 S49 S/S/1970 RP-C-4-2, C-5-2, C-6-2 RP S836 599S 6207 Unknown 5919 S972 6013 SS6 S/12/1970 RP 9 RP 6296 6190 6396 Y(7607) 6166 6231 6294 SS7 5/12/1970 RP 9 RP 6367 6367 6137 Y(7607) 6318 6377 6290 S62 S/27/1970 RP 15a RP 6137 S730 S942 N (7943) 6214 6001 S936 S85 6/8/1970 RP-13 RP S76S SS88 S907 N (8088, 8089) S8U 5765 S753 S93 6/15/1970 RP 13 N RP S624 S447 ssoo N (8088, 8089) S706 S659 SS24 615 7/6/1970 RP-14b RP 6154 5748 6278 N(76U) S700 S801 6060 616 7/6/1970 RP146 RP 64SS 6420 6101 N(76U) 6160 6384 6325 617 7/6/1970 RP146 RP 64SS 6561 6561 N(76U) 6325 6372 6S26 632 7/14/1970 RP 15c RP 6296 6490 6314 N (7944) 6473 6449 6367 633 7/14/1970 RP 15c RP 6013 6013 S978 N (7944) 6272 6113 6001 642 7/21/1970 RP 15-B RP 5960 6101 6225 N (7942) S984 6013 609S 646 7/24/1970 RP-14A RP 5642 5836 5764 N(76U) 5989 S901 5747 669 8/11/1970 RP-16"8" RP S960 S907 SB71 N (7615) S853 S877 S913 672 8/14/1970 RP16C RP S801 S836 S907 N (7616) S860 5836 S848 673 8/14/1970 RP16C RP S748 S677 S730 N (7616) S830 S777 S718 685 9/11/1970 RP16A RP S642 S642 S642 N (7614) 5683 5671 S642 686 9/11/1970 RP16A RP 6066 6013 S659 N (7614) 5783 S907 5913 691 9/22/1970 RP-178 RP S92S S960 S871 N (7617) S866 5848 S919 699 10/2/1970 RP-17C RP 6084 S76S S53S N (7617) S972 5907 5795 710 10/28/1970 RP 17A RP 6031 6278 6314 N (8090) sm S948 6208 711 10/28/1970 RP 17A RP 6S08 6402 6384 N (8090) 6367 6408 6431 7U 10/28/1970 RP 17A RP 6384 6632 6490 N (8090) 6390 6467 6S02 725 11/13/1970 RP 180 RP 5783 S925 S783 N (7972) 6302 6066 S830
Calculation No.: FC08499 Rev. O Page 61 of 133 Evaluation of FCS Concrete Compressive Strenath Test Data Date Building Code Location of Concrete II- 28Day Lab Ill- 28Day Lab IV- 28 Day Lab Reactor cavity Floor 3Conserutive Rolling 3Consecutive Rolling 3 Consecutive Rolling Set# cylinders !()( =Auxiliary Building.
Placement Strength (psi) Strength (psi) Strength (psi) or Walls? (F/N) Average I (psi) Average II (psi) Average Ill (psi)
Cast RP= Reactor Plant 7'5A 11/13/1970 RP lBD RP 6119 6190 6225 N (7972) 5942 6031 6178 729 11/25/1970 RP-188 RP 5429 5447 5518 N (7970) 5948 5700 5465 730 11/30/1970 RP- lSA RP 5730 5606 5677 N (7943) 5565 5618 5671 730A 11/30/1970 RPlSA RP 6154 6154 6384 N (7943) 5812 5995 6231 732 12/1/1970 RP-18A RP 5765 5601 5588 N (7971) 6101 5983 5718 732A 12/1/1970 RP18A RP 6225 6048 6402 N (7971) 5871 5954 6225 738 12/10/1970 RP-19Slab RP 5818 5925 5712 N (7973) 6089 6048 5818 738A 12/10/1970 RP19Slar RP 6084 6278 6314 N (7973) 5907 60'5 62'5 819 9/17/1971 RP21aandb RP 5601 5376 5518 N (7980) 6131 5830 5565 824 9/28/1971 RP 20Aand B RP 5448 6048 6066 N (7976) 5447 5671 5854 831 10/8/1971 RP 21D RP 6048 6190 5995 N (7979) 6054 6101 6078 833 10/13/1971 RP22A RP 6544 6473 6190 N (7982) 6243 6337 6402 838 10/18/1971 RP20D RP 6544 6384 6119 N (7979) 6402 6373 6349 841 10/26/1971 RP 22b RP 6367 6013 6119 N (7982) 6290 6166 6166 842 10/27/1971 RP-7-2 RP 6172 5642 5765 Y(7984) 6101 5978 5860 848 11/4/1971 RP-22C RP 5836 5960 5871 N (7982) 5748 5854 5889 The rolling average minimum and 10% passing limit are included in Section 6.0 of this calculation.
Calculation No.: FC08499 Rev. O Page 62 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Calculate Rolling Average Minimum for 5 Consecutive Tests and 20% Passing Limit - Case 3 Date Building Code Location of Concrete II- 28 Day Lab 111- 28Day Lab IV- 28 Day Lab Reactor Cavity Floor 5 Consewtive Rolling 5 Consecutive Rolling 5 Consecutive Rolling Set# Cylinders AX= Auxiliary Building, Placement Strength (psi) Strength (psi} Strength (psi) or Walls? (F/N) Average I (psi) Average II (psi) Average Ill (psi)
Cast RP =Reactor Plant 4CE 10/8/1969 RP Mud Slab 3 B RP 6367 6597 6367 N (7910) 474 12/11/1969 RP-SA RP 6S08 6561 6897 N (7606) 6480 6S86 483 12/19/1969 RP-SSlab & Wall RP S712 S942 S942 N (7606) 6409 6324 6211 S02 1/23/1970 RP6&8 RP S783 5624 S748 N (7917) 6CES S801 S808 S03 1/23/1970 RP 6&8 RP S252 S323 S217 N (7917) S670 S546 5433 S12 2/20/1970 RP-7 & 9 RP 5624 S836 S659 y (7918, 7607) S433 5450 SS32 S13 2/20/1970 RP-7 &9 RP S730 S677 SS18 y (7918, 7607) 5613 S705 S684 S14 2/20/1970 RP-7 & 9 RP 6119 S942 S907 y (7918, 7607) 5741 S797 S833 SlS 2/20/1970 RP-7 & 9 RP SS18 SS88 S305 y (7918, 7607) S801 S815 S652 S18 3/S/1970 RP-10& 128 RP 6048 S942 6048 N (7608) S673 S680 S786 S19 3/S/1970 RP-10& 126 RP 6190 6048 S659 N (7608) S907 6CES S977 S20 3/9/1970 RP-11 RP 6013 6048 6261 N (7609) S992 S992 6006 S21 3/18/1970 RP-13 Cl Cols. 7 & 8 RP 6031 5871 S818 N (8088, 8089) 6002 604S 6006 S22 3/19/1970 RP-13 N from Col. 9- Col.12 RP S871 S889 S92S N (8088, 8089) 5970 S896 S87S S26 4/2/1970 RP-13 RP 6S79 6650 6720 N (8088, 8089) 6016 6183 6353 S39 4/27/1970 RP-13-5 RP S907 5836 6084 N (8088, 8089) 6356 6338 6239 S49 S/S/1970 RP-C-4-2, C-5-2, C-6-2 RP S836 5995 6207 Unknown 6077 S932 S992 S56 S/12/1970 RP 9 RP 6296 6190 6396 Y(7607) 6084 6105 6217 SS7 S/12/1970 RP9 RP 6367 6367 6137 Y(7607) 6291 6323 6291 S62 S/27/1970 RPlSa RP 6137 S730 5942 N (7943) 6281 6148 6063 SSS 6/8/1970 RP-13 RP 5765 5S88 S907 N (8088, 8089) S942 S832 S786 S93 6/15/1970 RP 13 N RP S624 S447 ssoo N (8088, 8089) 5765 S666 S613 615 7/6/1970 RP-14b RP 6154 S748 6278 N (7612) 5726 S69S S825 616 7/6/1970 RP146 RP 645S 6420 6101 N (7612) 6027 6211 6200 617 7/6/1970 RP146 RP 6455 6561 6561 N {7612) 6342 6398 6420 632 7/14/1970 RPlSc RP 6296 6490 6314 N (7944) 639S 6473 6444 633 7/14/1970 RP 15c RP 6013 6013 5978 N (7944) 633S 6225 6162 642 7/21/1970 RP 15-6 RP 5960 6101 6225 N (7942) 6CE6 6013 6CES 646 7/24/1970 RP-14A RP 5642 S836 S764 N (7612) S981 S953 S914 669 8/11/1970 RP-16"6" RP S960 S907 S871 N (7615) S885 S822 S868 672 8/14/1970 RP16C RP S801 5836 S907 N (7616) S861 S87S S864 673 8/14/1970 RP16C RP S748 S677 S730 N (7616) S833 S794 S780 685 9/11/1970 RP16A RP 5642 S642 S642 N (7614) S741 S688 S667 686 9/11/1970 RP16A RP 6066 6013 S659 N (7614) S744 S80l S804 691 9/22/1970 RP-176 RP S92S S960 S871 N (7617) S861 S925 S886 699 10/2/1970 RP-17C RP 6084 S765 S53S N (7617) S900 S921 S843 710 10/28/1970 RP 17A RP 6031 6278 6314 N (8090) SBS7 S939 S98S 711 10/28/1970 RP 17A RP 6S08 6402 6384 N (8090) 6133 6307 6377 712 10/28/1970 RP 17A RP 6384 6632 6490 N (8090) 6398 6462 64S8 725 11/13/1970 RP 180 RP S783 S92S S783 N (7972) 633S 6243 6123
~.
Calculation No.: FC08499 Rev. 0 Page 63 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete 11- 2B Day Lab 111-28Daylab IV - 28 Day Lab Reactor cavity Floor 5 Conserutive Rolling 5 Conserutive Rolling 5 Conserutive Rolling Set# Cylinders AX= Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) or Walls? (F/N) Average I (psi) Average II (psi) Average Ill (psi) cast RP =Reactor Plant 7'15A 11/13/1970 RP 180 RP 6119 6190 6225 N (7972) 6020 5960 6048 729 11/25/1970 RP-188 RP 5429 5447 5518 N (7970) 5949 5882 5762 730 11/30/1970 RP-15A RP 5730 5606 5m N (7943) 5670 5546 5596 730A 11/30/1970 RP15A RP 6154 6154 6384 N (7943) 5737 5864 5995 732 12/1/1970 RP-18A RP 5765 5801 5588 N (7971) 6027 6052 5938 732A 12/l/1970 RP18A RP 6225 6048 6402 N (7971) 5953 5885 6013 738 12/10/1970 RP-19Slab RP 5818 5925 5712 N (7973) 6016 6084 5981 738A 12/10/1970 RP19Slar RP 6084 6278 6314 N (7973) 5988 5963 6063 819 9/17/1971 RP 21aand b RP 5801 5376 5518 N (7980) 6038 5971 5857 824 9/28/1971 RP 20Aand B RP 5448 6048 6066 N (7976) 5691 5638 5691 831 10/8/1971 RP 210 RP 6048 6190 5995 N (7979) 5826 5960 6069 833 10/13/1971 RP 22A RP 6544 6473 6190 N (7982) 6169 6250 6278 838 10/18/1971 RP 200 RP 6544 6384 6119 N (7979) 6349 6427 6342 841 10/26/1971 RP 22b RP 6367 6013 6119 N (7982) 6321 6285 6200 842 10/27/1971 RP-7-2 RP 6172 5642 5765 Y(7984) 6158 6063 5942 848 ll/4/1971 RP-22C RP 5836 5960 5871 N (7982) 5907 5875 5815 The rolling average minimum and 20% passing limit are included in Section 6.0 of this calculation.
Calculation No.: FCOB499 Rev. 0 Page 64of133 Evaluation of FCS Concrete Compressive Strength Test Data Calculate Rolling Average Minimum for 3 Consecutive Tests and 10% Passing Limit- Case 4 Date Building Code Location of Concrete 11-28Daylab 111- 28 Day lab IV - 28 Day lab Reactor Cavity Floor 3 Consecutive Rolling 3Consecutive Rolling 3 Consecutive Rolling Set# cylinders AX= Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) or Walls? (F/N) Average I (psi) Average II (psi) Average Ill (psi)
Cast RP =Reactor Plant 4CE 10/8/1969 RP Mud Slab 3 B RP 6367 6597 6367 N (7910) 6444 474 12/11/1969 RP-SA RP 6508 6561 6897 N (7606) 6491 6479 6655 483 12/19/1969 RP-5 Slab & Wall RP 5712 5942 5942 N (7606) 6390 6184 5865 502 1/23/1970 RP 6&8 RP 5783 5624 S748 N (7917) 5889 S783 5718 503 1/23/1970 RP6&8 RP 5252 5323 5217 N (7917) 5541 5441 5264 518 3/5/1970 RP-10& 128 RP 6048 5942 6048 N (7608) 5529 5736 6013 519 3/5/1970 RP-10&126 RP 6190 6048 5659 N (7608) 6060 6095 5966 520 3/9/1970 RP-11 RP 6013 6048 6261 N (7609) 5907 5907 6107 521 3/18/1970 RP-13 Cl Cols. 7 & 8 RP 6031 5871 5818 N (8088, 8089) 6113 6CE4 5907 522 3/19/1970 RP-13 N from Col. 9- Col.12 RP 5871 5889 5925 N (8088, 8089) 5853 5859 5895 526 4/2/1970 RP-13 RP 6579 6650 6720 N (8088, 8089) 6131 6385 6650 539 4/27/1970 RP-13-5 RP 5907 5836 6084 N (8088, 8089) 6426 6154 5942 549 5/5/1970 RP-C-4-2, C-5-2, C-6-2 RP 5836 5995 6207 Unknown 5919 5972 6013 562 5/27/1970 RP lSa RP 6137 5730 5942 N (7943) 6113 6025 5936 585 6/8/1970 RP-13 RP 5765 5588 5907 N (8088, 8089) 5812 5765 5753 593 6/15/1970 RP13 N RP 5624 5447 5500 N (8088, 8089) 5706 5659 5524 615 7/6/1970 RP-14b RP 6154 5748 6278 N (7612) 5700 5801 6060 616 7/6/1970 RP146 RP 6455 6420 6101 N (7612) 6160 6384 6325 617 7/6/1970 RP146 RP 6455 6561 6561 N (7612) 6325 6372 6526 632 7/14/1970 RP lSc RP 6296 6490 6314 N (7944) 6473 6449 6367 633 7/14/1970 RP lSc RP 6013 6013 5978 N (7944) 6272 6113 6001 642 7/21/1970 RP 15-8 RP 5960 6101 6225 N (7942) 5984 6013 6095 646 7/24/1970 RP-14A RP 5642 5836 5764 N (7612) 5989 5901 5747 669 8/11/1970 RP-16"8" RP 5960 5907 5871 N (7615) 5853 5877 5913 672 8/14/1970 RP16C RP 5801 5836 5907 N (7616) 5860 5836 5848 673 8/14/1970 RP16C RP 5748 5677 5730 N (7616) 5830 5777 5718 685 9/11/1970 RP16A RP 5642 5642 5642 N (7614) 5683 5671 5642 686 9/11/1970 RP16A RP 6066 6013 5659 N (7614) 5783 5907 5913 691 9/22/1970 RP-178 RP 5925 5960 5871 N (7617) 5866 5848 5919 699 10/2/1970 RP-17C RP 6084 5765 5535 N (7617) 5972 5907 5795 710 10/28/1970 RP 17A RP 6031 6278 6314 N (8090) 5777 5948 6208 711 10/28/1970 RP 17A RP 6508 6402 6384 N (8090) 6367 6408 6431 712 10/28/1970 RP 17A RP 6384 6632 6490 N (8090) 6390 6467 6502 725 11/13/1970 RP 18D RP 5783 5925 5783 N (7972) 6302 6066 5830 725A 11/13/1970 RP 180 RP 6119 6190 6225 N (7972) 5942 6031 6178 729 11/25/1970 RP-188 RP 5429 5447 5518 N (7970) 5948 5700 5465 730 11/30/1970 RP- lSA RP 5730 5606 5677 N (7943) 5565 5618 5671 730A 11/30/1970 RPlSA RP 6154 6154 6384 N (7943) 5812 5995 6231 732 12/1/1970 RP-1&\ RP 5765 5801 5588 N (7971) 6101 5983 5718 732A 12/1/1970 RP18A RP 6225 6048 6402 N (7971) 5871 5954 6225
Calculation No.: FC08499 Rev. O Page 65 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete ll-28Daylab lll-28Daylab IV- 28 Day Lab Reactor Cavity Floor 3 Conserutive Rolling 3 Consecutive Rolling 3 Conserutive Rolling Set# Cylinders AX= Auxiliary Building, Placement Strength (psi) Strength (psi) Strength(psi) or Walls? (F/N) Average I (psi) Average II (psi) Average Ill (psi)
Cast RP =Reactor Plant 738 12/10/1970 RP-19Slab RP 5818 5925 5712 N (7973) 6089 6048 5818 738A 12/10/1970 RP19Slar RP 6084 6278 6314 N (7973) 5907 6025 6225 819 9/17/1971 RP21aandb RP 5801 5376 5518 N (7980) 6131 5830 5565 824 9/28/1971 RP 20A and B RP 5448 6048 6066 N (7976) 5447 5671 5854 831 10/8/1971 RP 210 RP 6048 6190 5995 N (7979) 6CE4 6101 6078 833 10/13/1971 RP 22A RP 6544 6473 6190 N (7982) 6243 6337 6402 838 10/18/1971 RP 200 RP 6544 6384 6119 N (7979) 6402 6373 6349 841 10/26/1971 RP 22b RP 6367 6013 6119 N (7982) 6290 6166 6166 848 11/4/1971 RP-22C RP 5836 5960 5871 N (7982) 5989 5972 5889 The rolling average minimum and 10% passing limit are included in Section 6.0 of this calculation.
Calculation No.: FC08499 Rev. O Page 66 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Calculate Rolling Average Minimum for 5 Consecutive Tests and 20% Passing Limit - Case 4 Date Building Code Location of Concrete ll-28Daylab lll-28Daylab IV- 28 Day Lab Reactor Cavity Floor 5 Consecutive Rolling S Consecutive Rolling 5 Consecutive Rolling Set# Cylinders AX= Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) orWalls7 (F/N) Average I (psi) Average II (psi) Average Ill (psi) cast RP= Reactor Plant 405 10/8/1969 RP Mud Slab 3 B RP 6367 6597 6367 N (7910) 474 12/11/1969 RP-SA RP 6508 6561 6897 N (7606) 6480 6586 483 12/19/1969 RP-SSlab&Wall RP 5712 5942 5942 N (7606) 6409 6324 6lll 502 1/23/1970 RP6&8 RP 5783 5624 5748 N (7917) 6055 5801 5808 503 1/23/1970 RP6&8 RP 5252 5323 5217 N (7917) 5670 5546 5433 518 3/5/1970 RP-10& 128 RP 6048 5942 6048 N (7608) 5518 5556 5716 519 3/5/1970 RP-10& 128 RP 6190 6048 5659 N (7608) 5889 6055 5977 520 3/9/1970 RP-11 RP 6013 6048 6261 N (7609) 5992 5992 6006 521 3/18/1970 RP-13C1Co]s. 7&8 RP 6031 5871 5818 N (8088, 8089) 6002 6045 6006 522 3/19/1970 RP-13 N from Col. 9- Col. 12 RP 5871 5889 5925 N (8088, 8089) 5970 5896 5875 526 4/2/1970 RP-13 RP 6579 6650 6720 N (8088, 8089) 6016 6183 6353 539 4/27/1970 RP-13-S RP 5907 5836 6084 N (8088, 8089) 6356 6338 6239 549 5/5/1970 RP-C-4-2, C-5-2, C-6-2 RP 5836 5995 6207 Unknown 6077 5932 5992 562 5/27/1970 RP lSa RP 6137 5730 5942 N (7943) 6052 5981 6002 585 6/8/1970 RP-13 RP 5765 5588 5907 N (8088, 8089) 5956 5832 5786 593 6/15/1970 RP 13 N RP 5624 5447 5500 N (8088, 8089) 5765 5666 5613 615 7/6/1970 RP-14b RP 6154 5748 6278 N (7612) 5726 5695 5825 616 7/6/1970 RP146 RP 6455 6420 6101 N (7612) 6027 6211 6200 617 7/6/1970 RP146 RP 6455 6561 6561 N (7612) 6342 6398 6420 632 7/14/1970 RP lSc RP 6296 6490 6314 N (7944) 6395 6473 6444 633 7/14/1970 RP lSc RP 6013 6013 5978 N (7944) 6335 6225 6162 642 7/21/1970 RP l.S-B RP 5960 6101 6225 N (7942) 6056 6013 6055 646 7/24/1970 RP-14A RP 5642 5836 5764 N (7612) 5981 5953 5914 669 8/11/1970 RP-16"8" RP 5960 5907 5871 N (7615) 5885 5822 5868 672 8/14/1970 RP16C RP 5801 5836 5907 N (7616) 5861 5875 5864 673 8/14/1970 RP16C RP 5748 5677 5730 N (7616) 5833 5794 5780 685 9/11/1970 RP16A RP 5642 5642 5642 N (7614) 5741 5688 5667 686 9/11/1970 RP16A RP 6066 6013 5659 N (7614) 5744 5801 5804 691 9/22/1970 RP-178 RP 5925 5960 5871 N (7617) 5861 5925 5886 699 10/2/1970 RP-17C RP 6084 5765 5535 N (7617) 5900 5921 5843 710 10/28/1970 RP 17A RP 6031 6278 6314 N (8090) 5857 5939 5985 711 10/28/1970 RP 17A RP 6508 6402 6384 N (8090) 6133 6307 6377 712 10/28/1970 RP 17A RP 6384 6632 6490 N (8090) 6398 6462 6458 725 11/13/1970 RP 180 RP 5783 5925 5783 N (7972) 6335 6243 6123 725A 11/13/1970 RP 180 RP 6119 6190 6225 N (7972) 6020 5960 6048 729 11/25/1970 RP-188 RP 5429 5447 5518 N (7970) 5949 5882 5762 730 11/30/1970 RP-15A RP 5730 5606 5677 N (7943) 5670 5546 5596 730A 11/30/1970 RPlSA RP 6154 6154 6384 N (7943) 5737 5864 5995 732 12/1/1970 RP-18A RP 5765 5801 5588 N (7971) 6027 6052 5938 732A 12/1/1970 RP18A RP 6225 6048 6402 N (7971) 5953 5885 6013
Calculation No.: FC08499 Rev. 0 Page 67 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete ll-28Daylab Ill- 28Daylab IV* 28 Day Lab Reactor Cavity Floor 5 Conserutive Rolling 5 Consecutive Rolling S Consecutive Rolling Set# cylinders AX= Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) orWalls7 (F/N) Average I (psi) Average II (psi) Average Ill (psi)
Cast RP =Reactor Plant 738 11/10/1970 RP-19Slab RP 5818 5925 5712 N (7973) 6016 6084 5981 738A 12/10/1970 RP19Slar RP 6084 6278 6314 N (7973) 5988 5963 6063 819 9/17/1971 RP 21aand b RP 5801 5376 5518 N (7980) 6038 5971 5857 824 9/28/1971 RP 20A and B RP 5448 6048 6066 N (7976) 5691 5638 5691 831 10/8/1971 RP21D RP 6048 6190 5995 N (7979) 5826 5960 6069 833 10/13/1971 RP22A RP 6544 6473 6190 N (7982) 6169 6250 6278 838 10/18/1971 RP20D RP 6544 6384 6119 N (7979) 6349 6427 6342 841 10/26/1971 RP22b RP 6367 6013 6119 N (7982) 6321 6285 6200 848 11/4/1971 RP-22C RP 5836 5960 5871 N (7982) 6091 6059 5960 The rolling average minimum and 20% passing limit are included in Section 6.0 of this calculation.
Calculation No.: FC08499 Rev. 0 Page 68 of 133 Evaluation of FCS Concrete Compressive Strength Test Data 6.0 Results & Conclusions Case Mean (psi) Standard Deviation (psi) 95% Confidence Level (psi) 1 6103 529 5232 2 6099 535 5220 3 5992 331 5447 4 6007 331 5463 3 Consecutive Rolling 5 Consecutive Rolling 3 Consecutive Rolling 5 Consecutive Rolling Case Average 10% Passing Average 20% Passing Average Minimum (psi) Average Minimum (psi)
Limit (psi) Limit (psi) 1 5482 4527 5712 4757 2 5482 4527 5702 4757 3 5588 5264 5712 5433 4 5617 5264 5734 5433 In accordance with Section 1.2, the minimum of the rolling average strengths for WSO and USO (5 and 3 consecutive test rolling averages respectively), not more than the 20th and 10th percentile for WSO and USO accordingly, will be used as the new design basis concrete strength. The new design basis strength will also be limited to no greater than the 95% confidence level.
Cases 1 and 2 apply to the AB. Both the 5 and 3 consecutive test rolling average minimums are below, or not more than, the 20th and 10th percentile acceptance criteria respectively. The minimum rolling average strength for cases 1 and 2 is 4527 psi, which is also below the 95% confidence levels for both cases. Therefore, a concrete compressive strength of 4527 psi meets all testing and acceptance criteria for the AB. Conservatively, the new Class B concrete compressive strength will be considered to be 4500 psi. This is conservative and provides an additional level of confidence.
Cases 3 and 4 apply to the CIS. Both the 5 and 3 consecutive test rolling average minimums are below, or not more than, the 20th and 10th percentile acceptance criteria respectively. The minimum rolling average strength for cases 3 and 4 is 5264 psi, which is also below the 95% confidence levels for both cases. Therefore, a concrete compressive strength of 5264 psi meets all testing and acceptance criteria for the CIS. Conservatively, the new Class B concrete compressive strength will be considered to be 5200 psi. This is conservative and provides an additional level of confidence.
Calculation No.: FC08499 Rev. 0 Page 69of133 Evaluation of FCS Concrete Compressive Strength Test Data 7.0 Design Basis, Licensing Basis and/or Operating Document Changes This calculation does not directly affect any Design Basis, Licensing Basis and/or Operating D.ocuments. This calculation supports Licensing Amendment Request (LAR), LIC-15-0142 [1] request to allow reinforced concrete structures located in specified areas of the AB and CIS to be evaluated using concrete compressive strength based on actual 28-day test data.
Calculation No.: FC08499 Rev. 0 Page 70of133 Evaluation of FCS Concrete Compressive Strength Test Data 8.0 List of Attachments 8.1 List of WIP Files Reviewed 8.2 Compilation of Pertinent WIP File Data [54] - [59]
Calculation No.: FC08499 Rev. 0 Page 71 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Attachment 8.1 List of W IP Files Reviewed
Calculation No.: FC08499 Rev. 0 Page 72of133 Evaluation of FCS Concrete Compressive Strenqth Test Data WIP Useful? Notes Engineer 2180 N 2197 N 2689 N 3164 y lists (all?) aux bldg pour numbers AW 3166 N 5932 N 6770 y AW 6872 N 6874 y AW 6875 N lists one year compressive strength 6891 N 7105 N 7469 N 8435 y AW 8438 y AW 8440 y AW 8441 y AW 8450 y AW 8465 y AW 8498 y AW 9643 N 13383 N 13448 N 13449 N 13497 y AW 13502 N 13518 N 13519 N 13531 N 13537 N 13539 N 13540 N 13541 N 13542 N 13545 N 13546 N 13576 N lists some 90 day test strengths 13605 y AW 13683 N 13870 N 15866 N 15950 N 18187 N 18971 N 19052 N 19086 N 19374 N W-7 location results on page 3 is class B AW 20156 N 20211 N 20347 y AW 20379 N 20532 y AW 20540 N 20701 y AW 20860 y AW 20861 N 20864 N 20886 y AW 20916 N
Calculation No.: FC08499 Rev. 0 Page 73of133 Evaluation of FCS Concrete Compressive Strenqth Test Data WIP Useful? Notes Engineer 20929 N 20965 N 21107 N 21195 N 21196 y AW 21341 N 21392 y AW 21393 N 21498 y AW 21499 N 21531 y AW 21548 y AW 21549 y AW 21559 y AW 21560 y AW 21614 N 21646 N 21660 y AW 21661 y AW 21671 y AW 21676 N 21697 y AW 21710 N 21732 y AW 21866 y AW 21888 y AW 21901 y AW 22036 y AW 22057 y AW 22081 N 22087 y AW 22123 y AW 22280 y AW 23500 y AW 23543 N 23565 N 25625 N 25991 y AW 26022 y AW 26401 y AW 29744 y AW 29745 y AW 31246 N 31861 N 31862 N 31863 N 31864 N 31865 N 31867 N 31868 N 31869 N 31888 N 31939 N 32170 N 32250 N 32389 N 32398 N 32412 N 32430 N 32447 N
Calculation No.: FC08499 Rev. 0 Page 74of133 Evaluation of FCS Concrete Compressive Strenqth Test Data WIP Useful? Notes Engineer 32456 N 32516 y AW 32529 y AW 33142 y AW 38071 y AW 38072 N 38075 y AW 38076 N 38086 N 38133 N 38134 N 38135 N 38139 y AW 38202 y Original evaluation of sets 1 through 6 showing strength in excess of min design strength AW 38207 N bldg 971 38235 N 38239 N 38350 N 38382 N 38603 y AW 38617 y AW 38619 y AW 38629 y AW 38631 N 38697 N 38759 N 39026 N 39027 y KC 39031 N 39033 N 39034 N 39035 N 39036 N 39179 N 39192 y KC 39203 N 39390 N 39392 N 39393 y KC 39395 y KC 39397 y KC 39400 y KC 39402 y KC 39407 y KC 39413 y KC 39417 y KC 39441 N has some 1 year test results 39990 y KC 40923 y KC 53943 N 53953 N 53962 N 53972 N 53978 N 53982 N 53984 N 53989 N 53990 N 57486 N 57487 y KC
Calculation No.: FC08499 Rev. 0 Page 75 of 133 Evaluation of FCS Concrete Compressive Strength Test Data WIP Useful? Notes Engineer 57488 y KC 57490 y KC 57491 y KC 57492 y KC 57493 y KC 57494 y KC 57495 y KC 57496 y KC 57497 y KC 57498 y KC 57499 y KC 57500 y KC 57501 y KC 57502 y KC 57503 y KC 57504 y KC 57505 y KC 57506 y KC 57507 y KC 57508 N 57509 N 57510 y KC 57511 y KC 57512 y KC 57513 y KC 57515 y KC 57516 N 57517 N 57518 N 57519 y KC 57520 y KC 57521 y KC 57522 y KC 57523 y KC 57524 N 57525 N 57526 y KC 57527 N 57528 y KC 57529 y KC 57530 y KC 57535 y KC 57536 y KC 57537 y KC 57543 y KC 57544 y KC 57545 y KC 57546 y KC 57548 y KC 57549 y KC 57550 y KC 59721 N 59722 N 62050 N 64134 N 64135 N 64136 N 64137 N 64138 N 64139 N 64140 N
Calculation No.: FC08499 Rev. 0 Page 76 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Attachment 8.2 Compilation of Pertinent WIP File Data [54] - [59]
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LIC-16-0044 Page 1 Attachment 3 Calculation FC08499 Evaluation of FCS Concrete Compressive Strength Test Data
Design Analysis I Last Page No.
- 133 Analysls No.: , FC08499 Revision: 2 0 Major l8l MinorD Tttle:
- Evaluation of FCS Concrete Compressive Strength Test Data EC/ECR No.:* 58239 Revision:* 0 Station(s): 1 FCS Component(s): ,.
Unit No.:* 1 AE-AUX AE-CON Dlsclpllne:
- smc CONTAINMENT Descrip. Code/Keyword: 10 STRC AE-AUX-RCA !
Safety/QA Class: ,, Safety Related System Code: 12 AE Containment Structure:,.
Auxiliary Building CONTROLLED DOCUMENT REFERENCES 1*
Document No.: From/To Document No.: From/To USAR-5.2 To FC08452 To Section 3.3 References [5] through [51] From Is this Design Analysis Safeguards Information? 1* YesD No 181 If yes, see SY-M-101-106 Does this Design Analysis contain Unverified Assumptions? 17 YesD No l8J If yes, ATl/AR#:
This Design Analysis SUPERCEDES: 1e N/A in its entirety.
Description of Revision (lfst changed pages When all pages of original analysis were not changed): 1" Original Issuance
- This calculation is tied to the affected documents list within EC 58239 and will not be issued until the relevant updates proposed in LIC-15-0142 are complete.
Preparer: 20 Andrew Westrum Print Name ~
.d'd Si!'ll1Name
,, 6/1/2016 Datto Method of Review: 21 Detailed Review [gJ Alternate Calcu~) D Testing D Reviewer: 22 Tyler Knuth nm! I - ;e;.. 6/1/2016 Peerre~D Print Name Sign Name o.>11!
Review Notes: zi Independent review 121 (For Eiolemal Analyses Only)
External Approver: 2* NIA NIA N/A P!lntNarm Sign Name Da!e Exelon Reviewer: ., NIA NIA NIA Print Name SlgnNama Data D
Independent 3rt1 Party Review Reqd? Yes
_/_2/JL 20 Exelon Approver: 71 Sj.~ Qve~ No [gj
(/,l~lt' Plin!Name - 1 v- r - Sign Name Date EAG Reviewed
{ifcJ W N\t( Af 't lo[~ Jl(p Initial Date
Galculation No.: FC08499 Rev. 0 Page 2of133 Evaluation of FCS Concrete Compressive Strength Test Data ATTACHMENT 8 (CC-AA-309-1001)
Three-pass Review Instructions and Checkllst Page 1of3 The concept behind a multiple pass review structure is to reduce the number of errors by increasing the probability of a more thorough, focused and complete review of the product. It provides a structure that ensures a methodical approach is taken for technical reviews. The targeted questions below are focused on design analyses (with reference section numbers indicated) and any associated configuration changes, but the overall process may also be applied to other technical products.
General Instructions: For any attributes answered no, provide comments to the preparer that will result in the attribute being appropriately addressed in the final product. Use this guidance with Attachments 4 and 5 guidance to complete a quality review.
Product Ref# (Cale#, EC#, etc.) FC08499 Rev. O 191 Pass Attributes - General Overview The goal of the overview pass is to do a first read of the product to get an understanding of what it is trying to solve or create and to develop a review plan without an in depth review of the details. When you complete this pass you should understand the scope of the analysis and have a focus for your review. (Numbers in parenthesis refer to steps in this T&RM)
Yes No Attribute 00 D The purpose/scope is clear and well defined. You should be able to understand the purpose without resorting to consultation with the preparer. (4.3.2)
[lJ D The reason or need for the product is clearly discussed. (4.3.2) 00 D You possess the proper knowledge and skill sets needed for the review.
f If additional expertise is needed, then those reviews have been scheduled to ensure that appropriate knowledgeable "experts" are I
I utilized for reviews.
~ D I The Methodology is appropriate for the purpose and scope of th~
document, and is clearly documented.
- Calculation No.: FC08499 Rev. O Page 3 of133 Evaluation of Fcs*concrete Compressive Strength Test Data ATTACHMENT 8 (CC-AA-309-1001)
Three-pass Review Instructions and Checklist Page 2 of 3 2nd Pass Attributes - Technjcal Review The goal of the second pass is to validate the technical details associated with the analysis to ensure that the technical content of the product is accurate, complete and achieves the intended purpose. This is the detailed review that verifies the inputs, critical parameters, and numerical results. You should not have to consult with the preparer to complete this review. Any clarification required from the preparer should resu It .m chan :Jes to th e fi1naI prod uct. Al so see attri'b utes on A ttach mens t 4&5 Yes No Attribute
~ D Input Parameters are clearly listed, defined with source documentation.
~ D The Inputs are valid and are referenced to a quality documented reference.
~ D Assumptions are reasonable and well documented.
~ D The Methodology is appropriate and Equations Used have been verified- Ensure orooer methodoloav & units D [ii If an Alternate Calculation Tools or Methods was used as the review method, then that analysis has been attached to the final document
~ D The Numerical calculations and computations have been verified correct- validate the numbers
~ D The acceptance criteria is consistent with the Design Basis, Design Standards and applicable codes.
~ D I Does the analysis consider new potential failure modes and disposition them as aooropriate? If none are indicated, is this aooropriate?
~ D 1 Does the product consider the most limiting or bounding design basis I conditions?
I l
~ D Are the results consistent with actual plant response and do they appear reasonable?
[81 D l Does the conclusion clearly support the purpose as described?
Calculation No.: FC08499 Rev. 0 Page4 of133 Evaluation of FCS Concrete Compressive Strength Test Data ATTACHMENT 8 (CC-AA-309-1001)
Three-pass Review Instructions and Checklist Page 3 of 3 3rd Pass Attributes - Administrative The goal of this final pass is to ensure that the product content is clear and contains the appropriate level of detail, the format is in accordance with established procedures and expectations and no format or content errors exist.
Final document must meet Records Management criteria as given in RM-M" 108.
I Yes I No Attribute
~
~ D Check references- are they the correct rev 00 D Check procedures used" are they the correct rev 0 D Check for Spellino Errors, Punctuation and Grammar IBJ D Check for simplicity and readability
[El D Are the proper forms included in the document and filled out correctly
~ D Check Page and Attachment Numbering
~ D Right Boxes Checked on Forms 0 D Proper process has been used, Major Rev, Minor Rev, EC/ECR etc.
IB D Appropriate boxes are signed off or marked N/A
~ D Appropriate definition and use of abbreviations and acronyms Reviewer: Tyler Knuth
- Print I Signature
~ 6/1/2016 Date
Calculation No.: FC08499 Rev. 0 Page 5of133 Evaluation of FCS Concrete Compressive Strength Test Data TABLE OF CONTENTS 1.0 Purpose, Methodology, and Justification .......................................................................... 6 1.1 Purpose ................................................................................................................................. 6 1.2 Methodology ......................................................................................................................... 7 1.3 Justification .......................................................................................................................... 8 2.0 Scope ......................................................................................................................................... 9 3.0 Inputs/References ................................................................................................................. 10 3.1 Commitments ..................................................................................................................... 10 3.2 Operating Experience ....................................................................................................... 10 3.3 References .......................................................................................................................... 11 4.0 Assumptions .......................................................................................................................... 15 4.1 Engineering Judgement. .................................................................................................. 15 5.0 Analysis .................................................................................................................................. 16 6.0 Results & Conclusions ........................................................................................................ 68 7.0 Design Basis, Licensing Basis and/or Operating Document Changes ...................... 69 8.0 List of Attachments .............................................................................................................. 70 .1 .................................................................................................................................. 71 .2 .................................................................................................................................. 76
Calculation No.: FC08499 Rev. 0 Page 6of133 Evaluation of FCS Concrete Compressive Strength Test Data 1.0 Purpose, Methodology, and Justification 1.1 Purpose The FCS Containment Structure was originally designed using Class A concrete (specified as compressive strength 5000 psi [4]). Other Class I structures (i.e.
the Auxiliary Building, Intake Structure, and non-shell portions of the Containment Building) were originally designed using Class B concrete (specified as compressive strength 4000 psi [4]) [5].
The results of this calculation supports the Licensing Amendment Request (LAR), LIC-15-0142 [1] request to allow reinforced concrete structures located in specified areas of the Auxiliary Building (AB) and Containment Internal Structure (CIS) to be evaluated using concrete compressive strength based on actual 28-day test data while meeting the strength testing requirements of the FCS licensing basis concrete building code ACI 318-63 Section 504 [60] in lieu of the original specified value (i.e. 4000 psi for Class B concrete). This is appropriate as original test data shows that the actual 28-day compressive strength of the concrete exceeds the original specified value.
The AB and CIS are defined in reference [1]. CIS includes the Reactor Cavity and Compartments.
Calculation No.: FC08499 Rev. 0 Page 7of133 Evaluation of FCS Concrete Compressive Strength Test Data 1.2 Methodology The concrete strength for the proposed licensing basis (PLB) will be determined through application of FCS licensing basis concrete Building Code ACI 318-63 Section 504(c) [60], which specifies the use of the 28-day laboratory-cured concrete strength test data. Specifically, one concrete strength will be established for the Auxiliary Building and one concrete strength will be established for Containment Internal Structures. The methodology to be used is as follows:
- Concrete compressive strength test data specific to the AB and CIS will be retrieved and logged.
o A rolling average will be calculated for five consecutive strength tests for WSO (ACI 318-63 Section 504(c)(1 )).
- A rolling average will be calculated for three consecutive strength tests for USO (ACI 318-63 Section 504(c)(2)).
- The 20th percentile of the rolling average strengths will be calculated for WSO (ACI 318-63 Section 504(c)(1 )).
- The 10th percentile of the rolling average strengths will be calculated for USO (ACI 318-63 Section 504(c)(2)).
- The minimum of the rolling average strengths for WSO and USO, not more than the 20th and 10th percentile for WSO and USO accordingly, will be used as the new design basis concrete strength.
- If more than the indicated permissive percentage is below the specified strength, the procedures of ACI 214-65 will be employed to determine if the average strength being calculated is adequately in excess of the specified strength (ACI 318-63 Section 504(c)(*)).
- This new design basis concrete strength will be limited to no greater than the 95% confidence level of all test data analyzed for each specific structure (additional conservatism beyond ACI 318-63 requirements).
Calculation No.: FC08499 Rev. 0 Page 8of133 Evaluation of FCS Concrete Compressive Strength Test Data 1.3 Justification The actual concrete strengths determined with the methodology prescribed in Section 1.2 satisfies the strength testing requirements of ACI 318-63 [60]. As defined in Section 301 of ACI 318-63, "Compressive strength shall be determined by test of standard 6-in. x 12-in. cylinders made and tested in accordance with ASTM specifications at 28 days or such earlier age as concrete is to receive its full service load or maximum stress." [60]
Per ACI 318-63 Section 504(a), "Specimens made to check ... strength of concrete or as a basis for acceptance of concrete shall be made and laboratory-cured in accordance with ... (ASTM C31) .... Strength tests shall be made in accordance with ... (ASTM C39)." [60] ACI 318-63 Section 504 also states, "Additional test specimens cured entirely under field conditions may be required by the Building Official to check adequacy of curing and protection of the concrete." [60] Test specimens cured entirely under field conditions are not specified for the determination of concrete compressive strength.
In regard to the use of rolling average calculations for data analysis, FCS licensing basis concrete Building Code ACI 318-63 Section 504(c) specifies, "To conform to the requirements of this code:
For Working Stress Design:
- 1. For structures designed in accordance with Part IV-A of this code, the average of any five consecutive strength tests of the laboratory-cured specimens representing each class of concrete shall be equal to or greater than the specified strength, fc', and not more than 20 percent of the strength tests shall have values less than the specified strength.
For Ultimate Strength Design:
- 2. For structures designed in accordance with Part IV-B of this code, and for prestressed structures the average of any three consecutive strength tests of the laboratory-cured specimens representing each class of concrete shall be equal to or greater than the specified strength, fc', and not more than 10 percent of the strength tests shall have values Jess than the specified strength."
Limiting the determined strength to the 95% confidence level is an additional means of establishing a high level of confidence in the new design basis strengths.
Calculation No.: FC08499 Rev. 0 Page 9of133 Eyaluation of FCS Concrete Compressive Strength Test Data EPRI Guidance To gain further insight in determining an appropriate confidence level to use for the statistical evaluation, EPRI NP-6041-SL, "A Methodology for Assessment of Nuclear Power Plant Seismic Margin," [61] is used for guidance in determining acceptable industry practice. Even though specifics and methodologies used for seismic margin calculations are not specific to this calculation, NP-6041-SL [61]
does provide insight into the reasoning for the use of the 95% confidence level.
As indicated in section 6 of NP-6041-SL [61], under "Material Properties," the use of the 95% value corresponding to the exceedance probability of actual strength test data is considered a conservative value to use when sufficient data is available to derive meaningful statistical values.
Additionally, the use of the 95% confidence level has been widely used throughout the nuclear industry, and previously suggested and approved by the NRC for many specific topics, as an acceptable threshold level in defining variables with associated uncertainties.
Detailed investigations have been undertaken of the placement of concrete and the specific materials used and their location in the AB and CIS. Coupled with the methodology described in Section 1.2 which satisfies the testing requirements of ACI 318-63 [60], the use of concrete compressive strength based on actu.al 28-day test data is warranted and acceptable.
2.0 Scope The statistical evaluation performed in this calculation will establish the concrete compressive strength based on actual 28-day test data used in the construction of the AB and CIS as discussed in section 1.0 of this calculation.
Calculation No.: FC08499 Rev. 0 Page 10of133 Evaluation of FCS Concrete Compressive Strength Test Data 3.0 Inputs/References Data retrieval for this calculation began with document title searches performed on the FCS server using the keywords "compressive" and "concrete" in separate searches. The search output files' titles were manually reviewed for potentially useful documents.
A total of 240 unique WIP files were identified as being potentially useful. Each of those 240 files were reviewed for Class B concrete compressive strength test data. A table listing the 240 WIP files reviewed is included as Attachment 8.1 of this calculation.
A quantity of 912 unique samples, or set numbers, were identified within the WIP files reviewed as being used in the construction of FCS Nuclear Plant. A comprehensive list of these 912 sets is included within Section 5.0 of this calculation. All data contained within the list of 912 sets can be found within References [54] - [59] and is shown in Attachment 8.2. The remaining WIP files that were reviewed include duplications of the set data but do not include any additional unique set data and are therefore not included in the Reference section of this calculation.
3.1 Commitments Licensing Amendment Request (LAR), LIC-15-0142 [1], proposes the use of actual concrete strength based on 28-day test data to be used in the design basis analysis of the AB and CIS. This calculation supports that proposal.
3.2 Operating Experience A search of operating Experience (OE) in the NRC OE database was conducted by using following search terms: "concrete strength" and "compressive strength."
The search identified Memorandum ML023290377, Reference [3], which discusses the use of 28-day concrete compressive strength test data for the design basis evaluation of the CIS for DC Cook Units 1 and 2 in Section 5.1 of the document. Upon review of Reference [3], it is apparent that a similar methodology as is described within Section 1.2 of this calculation has been implemented and accepted by the NRC for use in at least one other nuclear power generation plant.
The search also identified NRC Information Notice 2012-17, reference [2],
detailing three instances of" Inappropriate Use of Age-Hardened Concrete Compressive Strength." This calculation as well as Reference [1] are making no request for the use of increased concrete strength due to age-hardening.
Calculation No.: FC08499 Rev. 0 Page 11 of 133 Evaluation of FCS Concrete Compressive Strength Test Data 3.3 References Plant and Regulatory Documents
[1] LIC-15-0142, dated 12/23/2015, "Supplement of License Amendment Request 15-03; Revise Current Licensing Basis to Use ACI Ultimate Strength Requirements."
[2] NRC Information Notice 2012-17, dated 9/6/2012, "Inappropriate Use of Certified Material Test Report Yield Stress and Age-Hardened Concrete Compressive Strength in Design Calculations."
[3] NRC Memorandum ML023290377, "Donald C. Cook Nuclear Plant, Units 1 and 2 - Response to Task Interface Agreement (TIA 2001-15)
Regarding Evaluation of Containment Structure Conformance to Design-Basis Requirements (TAC Nos. MB3603 and MB3604)."
[4] Omaha Public Power District Contract 759, "Concrete Structures, Containment, Structural Steel and Miscellaneous Facilities."
Plant Drawings
[5] 11405-S-47 Sheet 1, Rev 15, "AUXILIARY BUILDING FOUNDATION PLAN ELEV 989FT OIN, OUTLINE, SHEET 1" (F/N 16432).
[6] 11405-S-48 Sheet 1, Rev 2, "AUXILIARY BUILDING FOUNDATION PLAN ELEV 989FT OIN, OUTLINE, SHEET 2" (F/N 16433).
[7] 11405-S-49 Sheet 1, Rev 11, "AUXILIARY BUILDING FOUNDATION PLAN ELEV 971 FT OIN OUTLINE, SHEET 3" (F/N 16434 ).
[8] 9304-B Sheet 1, Rev 0, "REACTOR PLANT, POUR RP-5A, RP-5B AND RP-5C, ELEV 9 93 FT 10 IN TO 998 FT 0 IN" (F/N 7606).
[9] 9305-B Sheet 1, Rev 3, "REACTOR PLANT, RP-9, ELEV 1002 FT 3 IN TO 1012 FT 0 IN" (F/N 7607).
[10] 9306-B Sheet 1, Rev 1, "REACTOR PLANT, RP-10, RP-10A, RP-10A, ELEV 993 FT 10 IN TO 1Q05 FT 10 IN" (F/N 7608).
[11] 9312-B Sheet 1, Rev 1, "REACTOR PLANT, RP-14A, RP-14B, ELEV 1Q12FT 10IN TO 1Q28FT SIN" (F/N 7612).
[12] 9315-B Sheet 1, Rev 2, "REACTOR PLANT, RP-16A, ELEV 1Q28FT 51N TO 1038FT 4 IN" (F/N 7614).
[13] 9316-B Sheet 1, Rev 2, "REACTOR PLANT, RP-16B, ELEV 1028FT 51N TO 1038FT 4 IN" (F/N 7615).
[14] 9317-B Sheet 1, Rev 0, "REACTOR PLANT, RP-16C, ELEV 1028FT 51N AND 1029FT QIN TO 1Q38FT 41N" (F/N 7616).
[15] 9319-B Sheet 1, Rev 1, "REACTOR PLANT, RP-17B AND RP-17C, ELEV 1Q38FT 41N TO 1044 FT 1QIN" (F/N 7617).
[16] 70Q3-C Sheet 1, Rev 0, "AUXILIARY BUILDING, WALL POUR W-4 AT ELEV 97QFT 1Q IN" (F/N 7641).
[17] 7004-C Sheet 1, Rev 0, "AUXILIARY BUILDING WALL POUR V'/-5 AT ELEV 970FT 101 N" (F/N 7642). ,
Calculation No.: FC08499 Rev. 0 Page 12of133 Evaluation of FCS Concrete Compressive Strength Test Data
[18] 7QQ5-C Sheet 1, Rev Q, "AUXILIARY BUILDING WALL POUR W-8 AND W-8A, COLUMN C-1, C-2 AT ELEV 97QFT 10IN" (F/N 7643).
[19] 7Q15-C Sheet 1, Rev 1, "AUXILIARY BUILDING WALL POUR AX-1 Q, AX-12, AX-14 FROM ELEV 988FT 1QIN TO 1QQ7FT QIN" (F/N 7654).
[2Q] 7Q16-C Sheet 1, Rev 1, "AUXILIARY BUILDING WALL POUR AX-57, AX-58, AX-59, AX-6Q, AX-62 FROM 988FT 1QIN TO 1QQ9FT QIN" (F/N 7655).
[21] 7Q17-C Sheet 1, Rev Q, "AUXILIARY BUILDING WALL POUR AX-65, AX-66 FROM 988 FT 1QIN TO 1Q10FT 41N" (F/N 7656).
[22] 7Q18-C Sheet 1, Rev 1, "AUXILIARY BUILDING WALL POUR AX-39, AX-41, AX-53, AX-54, AX-55, AX-56" (F/N 7657).
[23] 7Q2Q-C Sheet 1, Rev Q, "AUXILIARY BUILDING WALL POUR AX-69, AX-7Q, AX-71, AX-72, AX-73 ELEV 988FT OIN" (F/N 7659).
[24] 7Q23-C Sheet 1, Rev Q, "AUXILIARY BUILDING WALL AND COLUMN POUR AX-49A, AX -49B, AX-5Q FROM ELEV 988FT 1QIN" (F/N 7662).
[25] 7Q27-C Sheet 1, Rev Q, "AUXILIARY BUILDING WALL POUR AX-33A, AX-33B ELEV 9 88FT QIN" (F/N 7665).
[26] 7Q35 Sheet 1, Rev Q, "AUXILIARY BUILDING WALL POUR AX-6, AX-7" (F/N 7674).
[27] 7Q37-C Sheet 1, Rev Q, "AUXILIARY BUILDING WALL POUR AX-76A" (F/N 7676).
[28] 7Q45-C Sheet 1, Rev Q, "AUXILIARY BUILDING WALL POUR AX-74A" (F/N 7684).
[29] 7Q47 Sheet 1, Rev Q, "AUXILIARY BUILDING WALL POUR AX-8" (F/N 7687).
[3Q] 7Q5Q-C Sheet 1, Rev 1, "AUXILIARY BUILDING WALL POUR AX-36B,SLAB POUR AX-8 4 AT ELEV 1QQ2FT 1QIN" (F/N 7691).
[31] 7Q74-1-C Sheet 1, Rev 1, "AUXILIARY BUILDING WALL POUR AX-112A, SLAB POURAX-112B, AX-112C, TOP ELEV 1QQ6FT 1QIN" (F/N 7718).
[32] 7Q81Sheet1, Rev 1, "AUXILIARY BUILDING WALL POURAX-122A,AX-122B" (F/N 7728).
[33] 7Q84-C Sheet 1, Rev Q, "AUXILIARY BUILDING WALL POUR AX-77B" (F/N 7732).
[34] 7215-C Sheet 1, Rev Q, "AUXILIARY BUILDING WALL POUR AX-114A, AX-114B" (F/N 7873).
[35] 7235-C Sheet 1, Rev Q, "AUXILIARY BUILDING HYDROGEN GAS PLATFORM WALL POUR AX-86" (F/N 7895).
[36] 7412-C Sheet 1, Rev Q, "REACTOR PLANT SLAB POUR RP-3 ELEV 991 FT 31N" (F/N 791 Q).
[37] 7417-C Sheet 1, Rev 1, "REACTOR PLANT POUR RP-6, RP-6A, RP-6B ELEV 1QQ5FT 21N TO 1QQ5FT 101N" (F/N 7917).
[38] 7418-1-C Sheet 1, Rev 2, "REACTOR PLANT POUR RP-7 ELEV 1QQ2FT 31N AND 1QQ2FT 41N" (F/N 7918).
[39] 7431-C Sheet 1, Rev 2, "REACTOR PLANT RP-15B ELEV 1028FT 51N" (F/N 7942).
Calculation No.: FC08499 Rev. 0 . Page 13 of 133 Evaluation of FCS Concrete Compressive Strength Test Data
[40] 7432-C Sheet 1, Rev 1, "REACTOR PLANT RP-1SA ELEV 1019FT 101N" (F/N 7943).
[41] 7433-C Sheet 1, Rev 4, "REACTOR PLANT POUR RP-1SC ELEV 1029FT OIN, 1028FT SIN" (F/N 7944).
[42] 7460-C Sheet 1, Rev 0, "REACTOR PLANT POUR RP-1 BB ELEV 1044FT 101N TO 10S6 FT BIN" (F/N 7970).
[43] 7461-C Sheet 1, Rev 1, "REACTOR PLANT POUR RP-18A ELEV 1044FT 10IN TO 10S6 FT BIN" (F/N 7971).
[44] 7462-C Sheet 1, Rev 0, "REACTOR PLANT POUR RP-18D ELEV 1044FT 101N TO 10S6 FT BIN" (F/N 7972).
[4S] 7463-C Sheet 1, Rev 1, "REACTOR PLANT POUR RP-19ELEV10S6FT 81N TO 1OS9FT 1OIN" (F/N 7973).
[46] 7466-C Sheet 1, Rev 0, "REACTOR PLANT POUR RP-20A, RP-20B COMBINED 1013FT OIN TO 1036FT 101N, SECOND STAGE" (F/N 7976).
[47] 7469-C Sheet 1, Rev 0, "REACTOR PLANT RP-20D, RP-21 D, ELEV 1038FT 41N TO 1OS6FT BIN" (F/N 7979).
[4B] 7472-C Sheet 1, Rev 0, "REACTOR PLANT POUR RP-21A, RP-21B COMBINED ELEV 1013FT DIN TO 103SFT 101N" (F/N 7980).
[49] 7474-C Sheet 1, Rev 0, "REACTOR PLANT SECOND STAGE CONCRETE RP-22A, RP-22B RP-22C" (F/N 7982).
[SO] 7478-1Sheet1, Rev 1, "REACTOR PLANT SECOND STAGE POUR RP-7-2 ELEV 1002FT 41N TO 1012FT SIN" (F/N 7984).
[S1] 9309-C Sheet 1, Rev 0, "REACTOR PLANT POUR RP-13N EL 1009 FT 10 IN TO 1013 FT 0 IN" (F/N 8088).
[S2] 9311-C Sheet 1, Rev 0, "REACTOR PLANT POUR RP-13S EL 1009 FT 10 IN TO 1012 FT 10 IN" (F/N 8089).
[53] 9318-C Sheet 1, Rev 1, "REACTOR PLANT POUR RP-17A SLAB EL 1038 FT 4 IN TO 1044 FT 10 IN" (F/N 8090).
FCS WIP Documents
[54] WIP3164, "Summary Of Concrete Cylinders Compressive Strengthtest Results On Properties Of Plastic Concrete & Strength Of Hardened Concrete From Various."
[55] WIP6770, "Summary Of Concrete Cylinders Compressive Strengthtest Reports On Compressive Strength Of Molded Concrete Cylinders; Class B Concrete."
[56] WIP6B74, "Report Of Test Of Compressive Strength Of Molded Concrete Cylinderscontains Test Results For Various Pour Samples."
[57] WIP13497, "Summary Of Concrete Cylinders Compressive Strengthreports Properties Of Plastic Concrete & Strengths Of Hardened Concrete."
[58] WIP1360S, "Summary Of Concrete Cylinders Compressive Strengthconcrete Test Results."
[59] WIP32S16, "Summary Of Concrete Cylinders Compressive Strength."
Calculation No.: FC08499 Rev. 0 Page 14of133 Evaluation of FCS Concrete Compressive Strength Test Data Building Codes and Standards
[60] ACI 318-63, "Building Code Requirements for Reinforced Concrete."
[61] EPRI NP-6041-SL, "A Methodology for Assessment of Nuclear Power Plant Seismic Margin (Revision 1)."
[62] ACI 214-77, "Recommended Practice for Evaluation of Strength Test Results of Concrete."
Calculation No.: FC08499 Rev. 0 Page 15of133 Evaluation of FCS Concrete Compressive Strength Test Data 4.0 Assumptions There are no assumptions requiring verification in this calculation.
4.1 Engineering Judgement Engineering judgement is used in Section 5.0 of this calculation to provide justification for any samples that were not located in the FCS plant records.
Although there may have been additional original test data, locating 903 of the 912 unique sets identified is considered an appropriate sample representation of the entirety of the FCS original test data.
Calculation No.: FC08499 Rev. 0 Page 16of133 Evaluation of FCS Concrete Compressive Strength Test Data 5.0 Analysis Data Logging Attachment 8.2 contains the balance of test data for the sets identified in Attachment 8.1. A summary of the set data pertaining to the AB and CIS is presented in the table on the following pages. Notes about each column of the table are included below.
- Set # - Concrete Set #
Date Cylinders Cast- actual date the test cylinders were cast for each set Location of Concrete Placement - pour location associated with each set Building Code - AX is associated with AB, RP is associated with CIS Specified Strength (psi) - 4000 psi corresponds with Class B concrete [4]
I - 7 Day Strength (psi) - recorded test strength II - 28 Day Lab Strength (psi) - recorded test strength Ill - 28 Day Lab Strength (psi) - recorded test strength IV - 28 Day Lab Strength (psi) - recorded test strength V - 28 Day Field Strength (psi) - recorded test strength Reference -WIP file in which each set can be found External Subgrade Wall? (FIN) - pour data associated with external walls below 1007 ft is identified here along with the FCS File Number corresponding to the pour drawing Reactor Cavity Floor or Walls? (FIN) - pours associated with the reactor cavity floor or areas directly surrounding the reactor core are identified here along with the FCS File Number corresponding to the pour drawing Notes - any pertinent notes recorded throughout the data discovery process are listed here
Calculation No.: FC08499 Rev. 0 Page 17of133 Evaluation of FCS Concrete Compressive Strength Test Data Building Code Cyl!nden locatlonofConcrete Placement AX=AuxllfaryBu!ldlng, Spedfled l-70ay 11*28Daylab IU*280aylab LV*280aylab Strength(psl}Strength(psl)Strength(psl} Strength{psl)Strength(psl)
V-28Dayfield Strength(psl}
Reference ExterNlSubg101de w..m(F/NJ RP=ReactorPlant 2/17/19fB WallW-4PartltlAuxll!ary 5482 6862 5412 WIP8498, 13605 Y(7641) 7D.ayStrengthls8day,partofpouris Building exte1nalandpartisintemal WaUW-SPartlt2AuxU!ary 44 2/18/19ffJ AX WIP8498,13605 Y(7642) partofpourJsexternalandp<irtls!nternal Build in WaUW*3Part113Auxiliary 2/19/19fB AX 5412 7163 WIP8498,13605 Bulldlng WallW-SPartltSAuxlllary 48 2/22/19fB AX 5907 NOT@AREA PLACED WIP8498,13605 Y(7642) partofpourlsextemalandpartls!nternal Bu!ldln 51 2/28/19fB Auxlllarv&J!ldln WallW*l 5412 WIPB498,13505 52 2/28/19ffJ AuxlllarvBu!ldln WallW*l 5058 lll74 7127 '"'
7286 5765 WIP8498,13605 AX 6597 97l*Auxll!ary 8ldg. W*8A, W4
""' "'"' 5836 WIP8498,13605 Y(7641) W41sexternal W41sexte1nal 3/8/19f8 WIP8498,13605 Y(7641)
P*4,W*2P*2 971*Auxi~~~ :~-~*8A, W4 74 31811969 AX 4810 6791
""' WIP8498,13005 V(7641) W41sexte1na1 Sasedonthedatesforsets206*213,ltis 5/8/1969 S!ab5S.1AuxlllaryB!dg. AX 5412 6667 6950 6207 WIP3164 reasonabletoconciudethesesetstook 1ace!nl969 Basedonthedatesforsets206*213,itls 122 5/8/1969 Slab55-1AmdllaryBldg. 7021 7074 6437 reasonab!etoconcludethesesetstook
!ace!n1959 Basedonthedatesforsets206-213,ltis 5/8/1969 Slab55-1Auxlllary81dg. AX 5394 6827 6667 6720 6172 WlP3164 reasonabletoconcludethesesetstook tace1nl969 Sasedonthedatesforsets206-213,ltls U4 AX 6667 &367 reasonabletocontludethesesetstook 5/8/1969 Slab55-1Auxillary81dg. 5305
"" WIP3164 place!n1969 8asedonthedatesforsets206*213,ltl$
5/8/1969 51ab55-1Auxi!laryB!dg. reasonab!etooondudethesesetstook 1ace!nl969 U6 5/8/1969 Slab55-1AuxlllaryBldg. AX 6243 71ll6 7251 6986 .,,, WIP3164 26DayReldRequested,Basedonthedates forsets206-213,itisreasonab1eto oondudethesesetstookplacelnl969 26DayFieldRequested, Based on the dates U7 AX 5376 6544 6410 forsets206-213,itls1easonableto 5/8/1969 SlabSS.lAuxlllaryBldg.
"'"' 5889 WIP3164 condudethesesetstookplacelnl969 148 5/23/1959 AlllllliaryBulldingAX-13-wall unab!etolocate Y(7653) 149 5/23/1959 AuidHary BulldingAX-13-wall 6579 unable to locate Y(7653) 6/6/1969 Aux. M-7 AX '651 5801 5588 5518 WIP8498,13605 6/6/1969 Aux.M-7 7499 7612 7074 WJP8498,13605 181 6/6/l969 7127 7110 6968 7110 WIP8498,1360S 182 6/6/1969 Atlll.M-7 7056 6632 WIP8498,13605 6/6/1969 Aux. M-7 AX 5871 7339 6473
""' 6243 WIP8498,13605 PDFpage34ofWIP8498isstampedrecelved 184 6/6/1969 AuxM-7 AX 5871 WIP8435,8498,l3605 7/21/fB;thereforeitisreasonableto concludethesesetstookplaceinl969 PDFpage34ofWIP8498isstampedreceived 185 6/6/1969 AuxM-7 WlP8435,8498,13EOS 7/21/fB;thereforeitisreasonableto concludethesesetstookp!aceinl969 PDFpage34ofWIP8498isstampedreceived 186 6/6/1969 AuxM-7 WIP8435,8498,13605 7/21/fB;thereforeitlsreasonableto concludethesesetstookplaceinl969 PDFpage34ofWIP849Slsstampedrecelved 187 6/6/1969 AuxM-7 5447 7110 WIP8435,8498,13605 7/21/fB;thereforeltisreasonableto concludethesesetstookp!acelnl969 PDFpage34ofWIP84981sstampedrecelved 6915 188 6/6/1969 AuxM-7 5535
"" WIP8435,8498,13605 7/21/fS;thereforeltisreasonableto concludethesesetstookplacelnl969
Calculation No.: FC08499 Rev. 0 Page 18of133 Evaluation of FCS Concrete Comi;iressive Strength Test Data
.... Cyllnden Oort loatfonofConcrrte Placement BulldlnaCode AXaAuxlllvyBulld!ng..
RP a Reactor Plant Sped fled 1-7Day 11-28Dayl.ab IU-28Dayi.ab IV-28Daylab Strength(psl) Strength(psl) Strength(psl) Strength(psi) Strength(psl)
V-28DayFleld Strength{psl)
Reference ExtemalSubgrade Wall?(F/NI ReactorC.VltyFloor orWalls?(F/N)
PDFpage34ofWIP84981sst:lmpedrecelved 6/9/1969 7/2l/flJ;the1eforeitlsreasonableto Aux17&18 A>. JOOl
" ""' 6791 WIP8435,8498,13S!i 189 400) 5801 contludethesesetstookplacelnl969 PDF page 4 of WIP 8435 is stamped received 6/l3/l9f/J WIP843S, 13605 7/21/W;thereforeitisrenonableto AuxBlllldingM-6 A>. 5871 7463 71'5
"" 7251 206 400) condudethesesetstookplaceln1969 PDF page 4ofWIP 84351s stamped received
]fJ7 6/13/19flJ AuxBulldlngM-6 A>. 400) 6331 7251 7163 71'5 WIP843.S, 13605 7/21/flJ;thereforeltlsreasonableto conc:ludethesesetstookplaceln1969 PDFpage4ofWIP84351sstampedrecelved 6/13/1969 Au~BulldingM-6 7251 7251 7145 67]fJ WIP8435, 13605 7/21/ff!J;therefo1eitlsreasonableto eoncludethesesetstookplaceinl969 209 6/13/19fB Au11.BulldingM-6 A>. 400) 6544 7905 .... WIP8435, 13005 PDFpagellofWIP84351sstampedrecelved 7/21/fB;thereforeitisreasonableto condudethesesetstookplaceln1969 6/13/19@ AuxBulldlngM-6 6367 7182 7491 7835 ,,., WIP8435, 13605 PDFpage4ofWIP843Sisstampedrecelved 7/21/fB;therefoieitisreasonableto condudetheH*setstookplaceinl969
.,,., 74'6 7322 6296 J.3605 POFpage4ofWIP84351sstampedreceived 7/21/f;B;thereforeitlsreasonableto 211 6/13/19fB AuxBulldlngM-6 A>.
""" 5995 WIP8435, concludethesesetstookp1acelnl969 PDfpage4ofWIP843Sisstampedrecelved 6/13/19(;!) 7/21/fB;thereforeltlsreasonableto 212 AuxBulldingM-6 A>.
""" 0084 7640 7092 7082 6243 WIP8435, 13605 concludethesesetstookplaceln1969 6/13/19fB AuxBulldlngM-6 7640 ,,., 6544 WIP8435,13605 PDFpage4ofWIP8435isstampedreceived 7/21/fB;thereforeitisreasonableto 213 AX
""" 5553 concludethesesetstookplacelnl969 Therecelptstampdatelscutoffappearsto 256 6/24/1969 400) 5129 6773
""' 6137 6225 WIP8438,13605 Y(7655) be196X,soitlsreasonabletoconclude thesesetstook lacein1969 Therecelptstampdateiscutoffappearsto 6296 6154 5712 be196X,soltlsreasonabletocondude 6/25/1969 MBAU'.CMat
"" 615* WIP8438,13605 thesesetstook laceln1969 Therecelptstampdatelscutoffappearsto 259 6/25/19ffJ MB Aux Mat AX 400) 4722 6119 6225 6013 WIP8438,13605 be196X,soltlsreasonabletoconclude thesesetstook laceln1969 Therecelptstampdateiscutoffappearsto 260 6/25/191') A>. 400) 5040 6437 0>15 6597 WIP8438,13605 be196X,soltlsreasonabletocondude thesesetstook racein19ffJ 261 6/25/1969 M8AuxMat A>. 400) ,,.. 6827 ,,,., 6720 6650 WIP8438,13605 Thereceiptstampdatelscutoffappearsto be196X,soltlsreasonabletocondude thesesetstookplacein1969 Therecelptstampdatelscutoffappearsto be196X,soltlsreasonabletoconclude 262 6/25/1969 MB Aux Mat 4916
"'" 6143 6402
"" WIP8438,13605 thesesetstook !aceln1969 263 6/25/19f/J MB Aux Mat
"" ""' .... 6632 5748 WIP8438,13605 Thereceiptstampdateiscutoffappearsto be196X,soltisreasonabletocondude thesesetstook laceln1969 Therecelptstampdatelscutoffappearsto 5659 5235 WlP8438,13605 be196X,soltlsreason.abletocondude 264 6/25/190> M8AuxMat
"" 5500 5801 thesesetstook laceln1969 Therecelptstampdatelscutoffappearsto bel96){,solt15reasonabletocondude 265 6/25/19@ MB Aux Mat 6125 6597
""' WIP8438,13605 thesesetstook laceln1969 Therece!ptstampdateiscutoffappearsto 267 286 6/26/19f/J 7/2/1970 7/9/1970 AX39 AX51Wa11 AX*65&66Wa!ls A>.
A>.
400) 7056 5854 7145 6225 5305 6125 6773 NOT@AREAPlACED NOT@AREA PlACED NOT@AREA PlACED WIP8438, 13605 WIP846S,13605 WIP846S, 13605 WIP846S, 13605 Y(7657)
Y{76S6J y 7659 be196X,soltisreasonabletoconclude thesesetstook lacein19f/J 287 7/9/1970 AX73Wa11 A>.
""" "" 6101
Calculation No.: FC08499 Rev. 0 Page 19 of 133 Evaluation of FCS Concrete Compressive Strength Test Data o~. Building Code locatlonofConcrete Specified 1-7Day 11*28Dayl.ab lll-28Dayl.ab IV-28Dayl.ab V-1.SDayFleld ExtemalSubgrade Cyl!nders AXcAu*lllaryBulldlng, Referenoe Placement Strength(psl)Strength(psl}Strength(psl) Strength(psl) Strength(psl) Strength{psl) Wall?(F/N}
RPcReactorPlant 711/1970 AX56 6455 6437 6420 6243 WJP846S, 13605 4368 5854 6119 WJP8465,13605
"' 7/18/1970 7/27119(/J AX40&41 AX*S3 0)13 NOT@AREA PlACED WlP8440.1360S 7/23/19fB AX60Wa!I AX10 AX .,., 6897 6314 5748 WlP8440, 13605 308 7/24/1969 8/13/19(/J AX*44 AX67Wall AX 4227 5535 6349 5447 5712 5341 NOT @AREA PLACED WIP8440,13605 WIP8440,13605 WlP13605 Y7662 8/15/19@ 5465 8/20!19fB 4315 6101 6172 NOT @AREA PLACED WlP13605 Y7676 336 8/21/19fB AX 597!l 5995 5730 Poun;AX*33aandAX*33bareshowninF/N 8/21/1900 4439 5818 5836 5783 WJP1360S Y(7665) 7665 8/22/19fB AX61AWall 5871 5765 5659 W1Pl3605 343 8/26/19fB AX47Wall AX 5889 5871 5659 WIP13605 344 8/26/19fB AX68 AX 5978 0013 5854 WIP8441,13605 345 8/28/19fB AX37&37a '616 6119 5925 NOT@AREAPLACED WIP8441.13li05 346 9/211969 AX45 5801 NOT@AREA PLACED WIP 844L 13605 y 76761 AX76alsshown!nF/N7676 348 9 51969 AX71 ""
3997
'651 6190 6420 NOT@AREAPLACEO 5659 WIP844L 13605 WIP844L 13605 WIP844l, 13605 349 9/9/1969 AX36&37b AX 6349 6384 367 9/15/l9fD AX62,63,64 AX 4510 5412 5323 5518 51'19 373 9/19/19f£J AX3 6278 5889 5801 5518 WIP13605 374 9/191969 AX78Slab AX 5871 5889 375 9/19/19f/J AX24 6119 5854 61n 5376 WIP1360S 9/22/19fE AX58 4510 NOT@AREA PLACED WIP 13605 9/241969 4333 62Cfl NOT@AREAPlACEO WIP13605 9/30/1969 5978 4952 WIPMSO.l3605 397 10/111969 AX*3l 6154 6367 4n5 WIP MSO. 13605 398 10/2/19flJ AX-7 AX 6031 6154 56n WIPM50,13605 Y(7674 10/3/19f/J AX 5518 5482 NOT@AREAPlACEO WlPMS0, 13605 404 10/7/19f/J 6579 6738 6278 5500 WlPM50,1360S 405 10/8/19f/J RPMud51ab3B RP 6597 6367 5146 10/9/19f/J AX10Wall AX 5854 5482 NOT@AREAPlACEO WlPMS0, 13605 10/10/1969 AX*8 4138 5907 5942 4651 WlP8450, 13605 Y(7687J 415 10201969 AX-3o."B"Wall 3997 5252 5058 NOT@AREA PLACED WlP MSO. 13605 Y7691 artedernal, artlnterna!
416 10/2111969 AX9B 4103 6331 5588 WlPMS0.13605 417 10/21/1969 AX22 5978 4934 5076 WlP84S0.13li05 420 10/27/19fB AX 6101 6084 WIP8450, 13605 10/'19/1969 AX10551ab AX 6296 6261 6137 NOT@AREA PlACEO WIP 8450, 13605 424 11/319f/J AX-9AWa1 AX 3961 5925 4014 WIP8450,13605 428 11/71969 AX107Slab AX 4403 5748 5942 5871 NOT@AREAPLACED WIP8450,13605 429 11/10/1969 AX138,143,l44,146 5871 6154 6101 5235 WIP84S0.13605 11/10/1969 AX138,143,144,146 5235 4085 WlPM50,13605 11/10/1969 AX138,143,144,146 6120 5730 WlP8450,13605 432 11/1111969 AX-21Wall AX 5341 7145 7145 5482 WIP8450,13605 440 AX 4686 6225 0013 4987 WIP8450,13605 11/15/1969 11/15/1969 AX-lOOSlab AX-1005lab SOOS ""'
6597 6437 5359 WIP8450,13605 446 11/18/1969 AX-19Wall AX 4510 6632 5836 WlP8450, 13605 449 11/2()/1969 AX-20Wall AX 6048 5182 WIP8450, 13605 C.olV-280ayReld5trengthverifiedwithP/
455 11/21/1969 AX-5Wall
"'" 7127 5412 WIP8450, 13605 A
456 11/21/1969 AX-175&176Wal[
AX-104B AX AX .,.,
4421 6544 5465 5588 WIP8450,13605 WIP8450, 13605 458 4W ll/24{1969 11/2511969 AX-106Slab 6473 "'"
5978 6544
""' WIP8450, 13605 WIP8450, 13605 461 ll/7<;/1969 AX*10651ab 6154 6420 462 11/25/1969 AX-10651ab AX 6561 6384 4704 WIP8450,13605 464 11/'191969 AX-l0151ab AX 6154 6473 6154 WIP8450, 13605 465 ll/'191969 AX-10151ab AX 6579 6614 WIP8450,13605 467 12/7/19f£J AXlnAWall 5022 6720 WIP8450.13605 468 12/5/1969 AX-246Wall AX 6597 WIP8450,13505 469 474 12/5/1969 1211111969 AX-245Wall RP*SA AX 5058 4457 5561 0013 4775 4350 WIP8450, 13605 WIP13605 ., C.ontainmentwalltrandercanalinterface 475 121711969 AX-1 5942 0013 WJP8450,13605 12/W1969 4350 6172 6172 4952 WlP8450, 13605 4n 12/U/1969 6225 6473 5058 WlP8450,13605 478 12/U/1969 4103 5836 5871 WIP8450,13605 479 480 1969 12/151969 AX*l AX-174A AX-166-167Wall 4757 6473 6119 5854 6384 4297 4704 WlP8450,13605 WIP8450,13605 WIPMS0,13605 11./16/1969 AX 6650 RP-55!ab&Wall RP 4757 WJP13605 N7. . C.ontalnmentwatltransfercanalinterface l'l/19/1969
Calculation No.: FC08499 Rev. O Page 20 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Building Code location of Concrete Specified 1-7Day 11*28Daylab 111*28Daylab IV*28Daylab V-28DayFleld UtemalSubgrade Seti! Cylfnders AX =Auxlllary Building. Refere nee Placement Strength(psl)Strength{psl)Strength(pslJ Strength(psl) Strength(psl) Strength(psl) WaU?(F/N) 12/19/19(/) AX-1756&1768Wall 5341 4421 WIP8450,13605 485 l2/ll/19fB AX-161Walls AX 4492 5871 5730 AlrtestsoncorrectedloadsS.3,S.5,4.8 490 491 l/7/l970 1/7/1970 AX-102&103 AX-102&103 AX AX 6437 6'67 "'" WIP8450,13605 WIP8450,13605 2582 WIP8450,13605 492 1/7/1970 AX-102&103 5518 WIP8450,13605 493 l/7/1970 AX*l02&l03 AX 4174 6137 6'67 WIP8450,13605 494 1/7/1970 AX-102&103 AX 4156 5871 5765 495 496 1/8/1970 l/8/1970 AX-102&103 AX-102&103 AX 4085 5871 "'" WIP8450,13605 WIP8450,13605 4457 WIP8450,13605 1/13/1970 6526 4492 WIP8450,13605 499 1/14/1970 AX109 AX 3873 5818 5588 5730 WIP8450,13605 500 1/151970 AXl6' 4350 6526 4916 WIP8450,13605 501 1/16/1970 AX!S9 5942 4633 WIP84S0.13605 502 1/23/1970 RP6&8 3731 5783 4740 WIP13605 N 7917 SGVaultwaH 503 1/23/1970 RP6&8 RP 5252 5323 5217 WIP13605 N(7917) 28DayFieldPossiblydamagedonjobslte 504 1/26/1970 AX10851ab AX 5659 5695 WIP8450,13605 507 1/28/1970 AX-153Wall 3572 5518 5394 5642 WIP8450,13605 28Da"fieldPosslbl dama edonobslte sos 1/30/1970 AX-l42Wall 4174 5677 5730 WIP8450,13605 S09 2/6/l'J70 AX-l37Wall AX 3714 5007 5642 3731 WJP8450,13605 28DavFJeldPosslblydamagedonjobsite 512 2/20/1970 RP-7&9 RP 5836 5659 4421 WJP13605 V(7918,7007) PartofRP-7andRP-9surroundsreactor 2/20/1970 RP-7&9 RP 5518 4315 WIP13605 V 7918,700TI PartofRP-7andRP-9surroundsreactor 2/20/1970 RP-7&9 4598 WIP13605 V 7918, 700/J PartofRP*7andRP-9surroundsreactor 2/20/1970 RP 4174 WIP13605 V7918,7007 PartofRP-7andRP-9surroundsreactor 518 3/5/1970 RP-10&12B 4138 5942 N(7&l8) SGVaultwall 519 3/51970 RP-10&12B 4227 61!,I 5659 N 7&l8 SG Vault wall 520 3/9/1970 RP-11 4244 6261 Nl7009) Basementwallooenln nearCol9 521 3/18/1970 3/19/1970 RP-130Cols.7&8 RP-13NfromCol.9-Col.12
"'" 5871 5818 WIP13605 WIP13605 N 8088,8089 N(8088,8089) 1013'El l013'EL WIP13605 4/2/1970 WIP13605 N(8088,8089 1013'EL 48/1970 AX141Wall 5199 WIP13605 4/91970 AX122AWall 4510 WIP13605 vms artialabovearade 532 4/14/1970 AX140Wall AX 6125 6190 5270 WIP13605 533 4/15/1970 AX*2 AX 3961 6349 6278 6420 SOOS 534 4/15/1970 AX*2 AX 6490 6437 5164 535 4/15/1970 AX*2 AX 6402 537 4/22/1970 4/23/1970 AX149 AX138 6579 6172 "" 5624 WIP8465,13605 WIP8465,13605 539 4/27/1970 RP-13-S RP 5907 5058 WIP13605 N 8088,8089 lOB'EL 540 4/28/1970 AX-29dwall AX 3979 6225 541 4/29/1970 AX74A AX "'" 5058 WIP8465,13605 WJP8465,13505 Y7684 543 5/1/1970 AX136A AX 5571 5/4/1970 6791 ""' WIP8465,13605 WJP8465,13605 Fieldcvllnderpossiblydamagedonsite 5/4/1970 4403 6243 6'67 WJP8465,13605 Field.,,IJnderpossiblydama,,.edonsite 546 5/4/1970 AX-110 AX 4757 6261 6561 WJP8465,13605 547 5/4/1970 AX-110 AX 6437 5022 WIP8465,l3605 Field.,,linder osslbl damaaedonsite 5/5/1970 AX-170&1n 4333 6261 6490 6473 WIP8465,13605 5/5/1970 RP-C-4-2,C-5-2,C-6-2 4174 5836 5995 WJP13605 Unknown 550 5/6/1970 AX 6278 WIP8465,l3605 Fieldtest9da breaks 551 5/6/1970 AX-200 AX WIP8465,13605 554 5/8/1970 AX121A51ab AX 3961 5659 5978 5836 WIP6770,13605 555 5/12/1970 AX147 AX 4032 5801 5783 5058 WIP6770,13605 512/1970 RP9 RP 6296 556 557 5/12/1970 RP9 RP "185 6137 5659 5500 WIP13605 V70071 Y7001]
PartofRP-9surroundsreactor PartofRP-9surroundsreactor 5/2Afl970 AX-127 AX 5942 5836 5871 4934 WIP6770,1360S 562 5/27/1970 RPlSa RP 5942 5199 WIP13605 N(7943) 6/4/1970 AX125&132 AX 5535 WlP6770,8465,13605 64/1970 AX125&132 AX 6225 5854 5305 WlP6770,8465,13roS 585 6/8/1970 RP*13 4297 5765 5588 5907 WIP13605 N 8Cti!S,SOS9 1013'El 586 6/9/1970 AX112 AX 5642 5900 Y(7n8) AX-112.aJsshown In F/N n18 587 6/9/1970 AX112 AX ""' 5925 5677 5518 WIP6770,13605 WIP6770,13005 vms AX-112aisshowninf/N7n8 6/9/1970 AXU2 5871 WIPDTJ0,13605 AX-112aisshowninF/N7718 fi/10/1970 AX-123a&AX130-b 4527 6119 6261 WIP6770,l3605 593 "1151970 RP13N 4032 5624 5447 5500 Wl?13605 N SOSS,8089 1013'El 594 6/16/1970 AX-111 AX 5730 4527 WIPDTJ0,13605 595 6/16/1970 AX-111 AX 6119 5942 4810 WIPDTJ0,13605 596 6/18/1970 AX-130 AX 6119 619;) 5305 WIP6770,13150S (00 6/22/1970 AX-124&126 AX 6331 6154 5553 WIP6TI0,13605 6/23/1970 AX170&1n 456' 6119 6137 WIP6770,13605 624/1970 AX2l2&215 4899 6827 WIPfiTl0,13605
Calculation No.: FC08499 Rev. O Page 21 of 133 Evaluation of FCS Concrete Compressive Strength Test Data o~. Building Code Location of Concrete Specified 1*7Day 11*28Daylab fll-28Daylab lV-28Daylab V-28Dayfleld ExtemalSubgrade S.t# Cyllnders AX"'AullfllaryBuJldlng. Reference Platel'l'H!!nt Strength(psl}Strength(psl)Strength{psl} Strength(psl) Strength(psl} Strength(psl) Wall?(F/NJ c..t RP"'ReactorPlant 6/26/1970 AX!33 AX 5978 6225 5925 WIP6770, 13605 610 6/30/1970 AX211 AX 4000 4439 5978 6119 6225 WIP6770,13605 614 7/2/1970 AX-151h&157b AX 4315 WIP6770, 13605 76/1970 RP-14b SGvaultwall consideredaspartofRP*14bbasedontest 616 7/6/1970 RP146 4527 6455 6410 6101 WJP13605 N(7612) dates coreideredaspartofRP-14bbasedontest 7/6/1970 RP146 N(7612) dates 618 7/7/1970 AX1516+1576 5925 5058 WIP6770,8465,1360S 619 710/1970 AX*134WAU 5871 5748 6119 5170 WIP6770,8465,13605 7/10/1970 AX-134WAU AX 4000 459' 6101 WIPfill0,8465,13005 7Jo/1970 AX-134WA11 WIP6770,8465,1360S 7/10/1970 AX-134WALL 6137 5836 WIP6770,8465,13EiOS 7/10/1970 AX*l34WAU 6225 5606 WIP6T70,8465,13605 fiJ.7 7/13/1970 AX-202A AX 4000 6437 6738 WIPfiTI0,8465,13605 7/13/J.970 AX-202A AX 4421 WIPfill0,8465,13605 7/13/1970 AX-202A AX 4386 6296 6119 WIPfiT70,8465,1360S 630 7/13/1970 AX-202A AX 5093 631 7/14/1970 RP15c:
61!X) 6526 6190
$14 5995 5730 WIP6770,8465,13605 WIPfiTl0,8465, 13005 N(7944) 632 7/14/1'370 6296 6490 6314 5942 WIP13605 633 7/14/J.970 0013 0013 5978 5129 WIP13605 N(7944) 637 7/16/1970 5871 5642 5836 5359 WIPfil70,1360S 641 7/17/J.970 5748 5907 5925 5170 WIPfiTl0,13605 7/21/J.970 RPlS.-B RP 4457 5900 6225 WIP1360S N(7942) 643 7/22/J.970 AX201 AX 4000 4457 0013 6190 6172 WIPfiT70,1350S 7/22/1970 AX201 AX 4916 6402 6437 WIP6770,1360S 645 7/21/J.970 AX148 AX 4439 6278 6278 5305 WIP6T70,13605 646 7/24/J.970 RP-14A 5836 5764 WIP13605 N(7612) 5Gvaultwall 647 7/24/J.970 AX 5164 WIP6770, 13005 7/27/1970 WIPfil70,8465,13005 649 7/27/1970 5412 WIPfil70,8465,13005 654 7/30/J.970 5801 5394 5341 WIPfil10,8465, 1360S 655 7/31/1970 AX-218,220,223 AX 4333 5695 5764 5447 5288 WIPfiTl0,8465,13605 8/3/1970 AX-204A+205A AX 4421 5801 5642 0013 5500 WIP(;l7Q,8465,1360S 8/6/1970 AX-216+217 AX 4492 5925 0013 WIP6770,8465,1360S 660 8/6/1970 AX168a+169 AX 4757 5818 6296 6207 5712 WIP6770,8465,1360S 664 8/7/J.970 AX203,20Sb 6314 6119 WIP6770,B60S CLASS A RECORDED, DO NOT USE 665 8/7/J.970 AX203,20Sb 6172 6261 6137 WIP6770, 13605 CLASS A RECORDED, DO NOT USE 669 8/11/1970 RP-16"8" 4333 5900 5907 5871 4987 WIP13605 N 7615 SGvaultwall fi10 8/11/1970 4510 5995 5571 WIP6770, 13605 671 8/13/1970 AX-182a 3944 5942 5765 5907 5164 WIP6770, 13605 8/14/1970 RP16C N(7616) SGvaultwall 8/14/1970 4474 WIP13605 N(7616 5Gvau!twall 674 8/20/1970 WIPfiT70, 13605 678 8/27/1970 AX-221 5535 5341 4810 W1Pfil10, 13605 Extraa!rtesttakenthioughoutthispour-679 8/28/1970 AX300a,30la+131a 0031 WIP6770, 13605 4.0,4.4 680 8/28/1970 AX300a,301a+181b1 CollV-280aylabStren11:1hisP/A 683 9/10/1970 AX122b 5978 5500 WIP6770 685 9/11/1970 RP16A RP 5642 5642 5642 W1Pfil10 N(7614) 5Gvau!twall 686 9/11/1970 RP16A 0013 WIP6770 N(7614) SGvau!twall 687 9/15/1970 AX178C0!.5 6579 "1?6770 9/21/1970 AX-225A+22M 4174 5765 6261 5606 "1?6770 9/21/1970 AX-225A+22M AX 3891 6190 5942 5111 "1?6770 691 9/22/1970 5925 5900 4757 "1?6770 N(7617l 1045El 692 9/23/1970 AX204B 6331 6314 6597 5376 "1?6770 9/25/1970 AX-302 AX 4333 6119 6314 5942 5553 WIP6770 934 9/25/1970 AX-302 AX 4227 6278 6119 6261 4969 WIPfil10 695 9/25/1970 AX-1248 4421 6597 6579 6579 5465 "1?6770 e!l6 9/29/1970 Ax-231&235 6296 6367 6278 4633 WIP6770, 13605 fB7 9/30/1970 AX317&233 AX 3749 5571 5871 4297 WIP6770,13605 10/1/1970 M311&3U AX 3578 5818 5659 5712 WIPfil70, 13605 699 102/1970 RP-l7C RP 4200 5765 5535 4810 N 76171 1045El 7IXl 10/7/1970 Ax234a 4050 5765 5889 5801 4863 WIPfiT70, 13605 701 1017/1970 Ax234a AX 3802 5730 5659 5801 4757 W1Pfi170,13605 702 10/7/1970 Ax2.34a 3961 5801 5907 4828 WIP6770, 13605 703 10/7/1970 Ax234a 4050 5978 6207 6190 4828 W1Pfil70,1360S 10/13/1970 AX 4704 WIP6770, 13605 10/14/1970 AX123b WIPfiTI0,13605
Calculation No.: FC08499 Rev. O Page 22of133 Evaluation of FCS Concrete Comoressive Strenoth Test Data Cyllnders LoeationofConcrete Building Code AXcAullfllaryBulld!ng, Specified I 1*7Day 111*28Daylab 1lll*28DaylabllV-28Daylab V-28DayF/eld Reference ExtemalSubgrade Re:;:;a~l:;l~;!~r !Notes Placement Strength(psl)Strength(psl}Strength(psl) Strength!psl} Strength(psl) Strength(pslJ Wall?{F/NJ RP,,ReactorPlant 706 "'"
10/20/1970 Ax303&AX316 6100 4633 WIPfiTIO, 13605 707 10/21/1970 AX179&182b AX
"""' 4457 6314 6367 5995 WIPfiTI0,13605 708 10/22/1970 10/22/1970 AX401a&402b AX401a&402b AX
"""' 4421 5942 5871 WJP6770,13605 WIP6770,13605 710 I 10/"J.8/1970 RP17A 6278 6314 4510 W1Pl3605 N/8090' 1045EL RP17A RP 711 110/28/1970 RP17A RP """' 4439 6500 64-02 6384 I 4722 WIP13605 N(8090) 1045El 712 713 110/28/1970 110/29/1970 Ax31S&319 """' 4810 6384
"" 6490 I 4987 SOOS I W1P6770, 13605 N(W30) 714 ll0/'19/1970 6455 4740 I WJP6770, 13605 715 110/30/1970 Ax-400A Ax-400A AX
"""' 4545 WlPfiT70, 13605 716 717 110/30/1970 110/30/1970 Ax-400A AX AX """' 4740 4174 6455 6048 6579 5730 6331 6154 I
I 5093 4527 I
I WlP677'0, 13605 WlP6TlO, 13605 718 110/'3-0/1970 Ax-400A 6048 I 4740 I WIP6Tl0,13605 AX 722 n3 I 11/6/1970 t 11/9/1970 AXU.7,228,229 AX """'
4000 4174 3837 6280 5854 6225 6120 5925 I
I 4400 3979 I
I WIP6Tl0,l3605 n4 11111211970 AX2340 AX
"""' 4067 6295 ""'
5900 WIPfiTT0,13605 WIP6Tl0,13605 n5 111/13/1970 RP180 RP 4000 4032 5783 5925 5783 I lost on lob WIPl3605 Nl79n 11/13/1970 6119 61W 6225 I lost on/ob WlP13605 Nl79n 11/17/1970 AXnb 4297 5978 5818 5765 4280 I WlPfiTT0,13605 v1m2 1artialabove11:rade n1 I 111111/1970 11/17/1970 """' 6296 6261 6207 6119 4358 4315 I WIPfiTT0,13605 W!Pfil70,13605 RP 729 111/25/1970 RP-188 RP """' 5429 NOT@AREAPlACED N(7970}
730 111/30/1970 RP-lSA
"""' 3997 sampled@
5730 end of pump RP 731'.lA 111/30/1970 RP15A
"""' discharge hose 6154 6154 6384 WIP3164,fil70 N(7943) 12/1/1970 5553 5429 4262 WlP6TlO, 13605 12/1/1970 4457 WlPl.3605 sampled@
end of pump I
732A 12/1/1970 RP18A
"""' discharge hose 6225 6048 6402 WIP3l64,fil70 N(7971)
J1/4/1970 AX-502 WlPfiTT0,13605 12/4/1970 WlPfiTT0,13605 sampled@
end of pump :setllanddatecutoffinWlP3164scan, 12/4/1970 AXS02Slab WlP3164,6770 discharge remainingdatamatches6770 hose 3784 735 I 12/4/1970 AX-502
"""' 5571 5535 5695 WIP6770,l3605 736 I 12/4/1970 AX-502 AX
"""' 3891 sampled@
5394 5412 5447 WlPfiTT0,13605 endofpump :setllanddatecutoffinWlP3164scan, 736A I 12/4/1970 AX502Slab 5712 5606 56n WlP3164,6770 discharge remaining data matches mo hose 737 I J1/4/l'370 5748 5659 3661 WIP6770, 13605 738 IJ1/l0/1970 RP-19Slab 5925 5712 4510 WlP13605 N(7973 1060EL sampled@
end of pump 738A 112/10/1970 RP19Slar RP 6084 6278 WIP3164,6770 N(7973) discharge hose ColsElev.103CAX3l!lo\,AX 743 744 3/4/1971 I 3/11/1971 321A AX AX
"""' 4846 6278 5818 6314 5765 6720 5783 4545 3484 WIP6Tl0,1360S WIP6Tl0,13605 12DayFieldCure ParapetWa11sAX405,406-745 747 3/18/1971 I 3/26/19 1044'-0" IAXPadsRM69AC-33,VA-17, AX 4000 3678 5482
""' NOT@AREA PlACEO WIPfiTT0,13605 71 VA-18 AX
"""' 3767 35n 5465 5500 wtPfiTTO, 13605 748 4/2/1971 AX180Al81A,181BWa11s AX123C Wall, AX310C., 321(
AX
"""' 5252 5412 5323 4474 IWIP6Tl0,39395,13W' lwtPfiTTO, 39395, 13f:O~
749 750 4/5/1971 4/9/1971 Cots.
AX186SLAB AX
"""' 3183 3625 5606 5040 5412 4793 5270 4722 4421 IW1Pfil70,39395,l.300' I 4/16/1971 I AX 181-B Wall & Col. AX321D AX 4000 5129 5500 5500 5058 751 I
"" WIP6Tl0,l360S 752 4/19/1971 I 4/26/1971 I AXlSOCWaH AX225b,226b,4103 AX
"""' 3130 4704 56n 4757 6154 4704 6013 I
I 4120 5447 I
I WIPfiTT0,13605 WlPfil70,39393 767 I 4/26/1971 I AX21.5b,226b,410a 6278 6561 6'333 I 5695 I WJP6Tl0,39393 AX187aSlabAX188stairs 6119 6137 4828 I WlP6770,39393 769 I 4/29/1971 I AX187b 6243 5359 I WIP6770,39393 no I 5/6/1971 I AX85Pad
"""' 5076 7145 6738 7092 I NOT@AREAPlACEDI WlPfiTT0,39393
Calculation No.: FC08499 Rev. O Page 23 of 133 Evaluation of FCS Concrete Compressive Strength Test Data
,~. BulldlngCode LocatlonofConc:rete Spedfied l-7Day 11*28Dayl.cib lll-28Dayl.cib IV-280ayl.ab V-280ayFleld &itemalSubgr.ide ReactorCavltyFloor Notes Cyl!nders AX=Auxll1aryB11Udlng, Reference Placement Strength{psl)Strength(psl)Strength(pslJ Strength{psl) Strength(psf) Strength(psl} Wall?{F/N) orWalls?(F/N)
RP=RuctorPJant 775 "'"
5/17/1971 s111/l9n AX-411A,123d.122Cwalls AX-4llA,123d,122Cwalls AX 4457 6137 6172 5978 WIP3164,6874 setncutoffinscan!n3164,fu!lscanln6874 6526 5199 WIP3164,6874 setllcutoff!ns.canin3164,fu!lscanln6874 setllartoff!nscan!n3164,fuUs.canin6874 5/24/1971 AX502AX86Watl 4457 6455 622S 5518 WIP3164,6874 V(7B95)
AX-86oart1alabovel!rade 781 5/26/1971 AX301b,304C,183b 4174 6314 WIP3164,6874 setllartofflnscanJn3164,fuUseanln6874 782 5/27/1971 AX410J 5535 5270 5182 WIP3164,6874 setllcutofflnseanin3164,fullseanln6874 783 6/3/1971 AX314, 322, AX313a Walls AX 4598 6190 6261 5748 WIP3164, 6874 setllcutofflnscanln3164,fullseanln6874 784 6/4/1971 CurbAX4008.C.D AX 785 8/5/1971 AXlOllc&D AX ""'
4156 sampled@
5465 6190 5835 5941 5907 5712 5252 WIP3164,6874 WIP3164,6874 setllcutofflnscanin3164,fullseanln6874 setllcutoffinscanln3164,fullseanln6874 endofpump setllanddatecutofflnWIP3164scan, 78SA 8/5/1971 AX*lOllC&D AX 5765 WIP3164,6770 discharge remain!ngdatamatches6770 786 8/5/1971 C.o!umns3l38 5818 5412 5449 WIP3164,6874 setllcutofflnscanln3164,futlseanln6874 787 8/9/1971 AX22SC 5553 5960 NOT@AREA PLACED WIP 3164, 6874 setllcutofflnseanin3164,fu!lseanln6874 788 8/12/1971 AX323Wall 6314 6367 6561 5900 WIP3164,6874 setllcutofflnseanin3164,fu!lseanin6874 8/13/1971 AXSOOAX503A 5500 5146 4881 WIP3164,6874 setllcutofflnscanin3164,fu!lseanln6874 8/13/1971 AXSOOAXS03A 5712 5695 5182 5323 WIP3164,6874 setllcutofflnseanin3164,fu!1seanln6874 sampled@
end of pump setllanddatecutoff!nWIP3l64scan,
~ 8/13/1971 AX-5ro\&503A 5889 5871 WIP3164,6770 discharge remalnlngdatamatches6770 hose 8/13/1971 AX500&503A 6084 6172 5836 WIP3164,6874 8/17/1971 AX*226C 6296 6473 WIP3164,6874 8/20/1971 AX500B&S038 5915 5942 5978 WIP3164,6874 8/24/1971 AX4118 5783 5836 4987 WIP3164,6874 sampled@
end of pump setllanddatecutoffinWIP3164scan, 801A 8/24/1971 AX-4118 WIP3164,6770 discharge remainlngdatamatches6770 802 8/25/1971 AX-410C&225d 4000 """
4280 5995 5907 5235 WIP3164,6874 Thispourislikelypartofthe1Cl57Elparapet wallfortheAuxBuilding. Checktoseeifthe 803 8/26/1971 1057PARAPETWAl1 3873 5305 5447 4969 WIP3164,6874 testresultscorrespondwlthanyoftheother para etwall ours.
Setllisnotcompletelyleglble.1..oglcally basedondatesandwhatnumbencanbe 810 8/31/1971 AX502Relief Panel AX 4757 6101 6278 5465 WIP3164, 13605 readonthlspageandthepreviouspageof WIP3164,this5etllls810.
9/2/1971 AX123E 5748 5695 4899 WIP3164,6770.13605 seenoteforSet118lO sampled@
endofpump setllanddatecutoffinWIP3164scan, 8llA 9/2/1971 AXillE AX 5712 WIP3164,6770 discharge remaln1ngdatamatches6770 hose 9/9/1971 AX501&503 Part 4633 6119 5182 WIP3164,6770,13605 seenotefor5etlt8l0 814 9/9/1971 AX501&503 Part AX 4000 6296 6190 5553 WIP3164,6770,l3605 seenoteforSet11810 PressurePanelsElev,1036 9/10/1971 4000 3810 5465 NOT@AREA PLACED WIP 3164, fiTlO, 13605 seenotefor5etll8l0 (AxBldg.l 816 9/15/1971 AX2260Wall 4522 6278 6225 6225 5376 WIP3164,6Tl0,13605 seenoteforSet/1810 9/16/1971 AX411CWall 5925 5447 WIP3164,6Tl0,13605 seenotefor5etll810 819 9/17/1971 RP21aandb RP 5801 5376 5518 5146 WIP13605 N 7980 1057Parapets-AX50S,514, 9/22/1971 3749 5518 5482 4510 WIP3164,6770,13605 seenoteforSet118l0 515,516&507 821 9/23/1971 AX 6314 6261 4863 WIP3164,6770,13605 seenoteforSetll810 824 9/28/1971 RP 4899 WIP13497 N 7976 Setlllsnotcompletelylegible. l..o2ically basedondatesa11dwhatnumbencanbe 825 9/29/1971 AX*1220Wall AX 6101 5925 WlP6Tl0,13497,3919 1eadonthlspageofWJP6770,th!sSetllis 825.C.onflrmedlnWIPl3497.
9/30/1971 AXl23FWall AX 5818 5642 6013 4350 WIP6770, 13497,39l9 seeriotefor5et11825 l0/7/1971 AX S3ll5 5359 4191 WIP6770,13497,3919 seenoteforSetll825 10/8/1971 RP21D RP 5995 5129 WIP13497 N{7979) 832 10/12/1971 AX206andPads AX 4563 6314 5376 WIP6770,l3497,3919 seenoteforSet11825 833 10/13/1971 RP22A RP 6473 6190 11987 WIP13497 Nl7982) 834 10/14/1971 AXfDJA AX 6526 5412 WIP6770, 13497,3919 seenoteforSetll825 835 10/14/1971 AXfDJA AX 6756 5500 WIP6770, 13497,3919 seenoteforSet11825 AX 5624 5978 4492 WIP6770, 13497,3919 seenotefor5etll825
Calculation No.: FC08499 Rev. 0 Page 24of133 Evaluation of FCS Concrete Compressive StrenQth Test Data
,~. BulldfngCode I
-- Re:;a~l:;r~;~';°' !Notes locatlonofConcrete Spedfled 1*70ay 111-280ayLabllll-28DayLabllV-2803yLab V-28Dayfleld &:ternalSubgrade CyUnders AX" Auxiliary Bu!ldlng, Refererv;e Placement Strength{psl)Strength(psl)Strength(psl) Strength(psiJ Strength{psl) Strength(psl} Wall?(F/N)
RP;ReactorPlant 837 "'"
10/15/1971 AY.112C 0048 6261 seenoteforSet11825
"' 10/18/1971 10/'12/1971 RP200 RP ""'
'474 6207 6384 5444 5005 IWIP6770, 13497,3919 WlP13497 WIPl.3497,39192 5588 7481 7446 lD/l6/l l1057RoofB.O.SPipeSleve£.
971 AX 4669 61n 6401 6473 5093 I WIP13497,39192 AUll.Bldii.
841 ll0/26/19711 RP22b RP N(7982) 842 110/27/19711 RP-7-2 RP 4315 3'78 6'67 61n ""'
5642 5765 4863 4403 WJP13497 WIP13497 Y{7984' 1artiallvsurroundsreactor 10/JS/19711 AX122C 42'4 6207 6172 5111 I WIP13497,39192 845 846 I 1Vifi.971 I I 11/2/1971 I AX-6008 AX-6008 ,., 6437 ""
6473 6384 6314 4350 4474 I WIP13497,39192 I WIP13497,39192 3961 fil1IJ 847 I 11/4/1971 I AX-160BandAX-2°'1 AX 4041 6455 6314 6243 4527 I WIP13497,39192
- II llZ~~ I Roof~~~ ~ 5836 590l
- I =~~ I WIPV
- ~~:192 N/7982l 1M4 Ax. Bld.11.. 3749 5801 5889 851 852 11/10/19711 I 11/11/1971 I AX-fll5ParapetWall AX-600C ,., 4138 3579 5217 5323 4262 4138 I
I WIP13497,39192 WIP13497,39192 853 111/11/1971 AX 5359 5942 4120 I WIP13497,39192 11/11/1971 I AX-114bandc 61.37 5818 6225 4297 I WIP13497,39192 Y{7873) AX-114bandcpartlalabovegrade 855 111/17/1971 I AX114a&dwall 5712 6685 6597 4598 Y(7873) AX-114apartialabovegrade 856 I 11/19/1971 I AX89Slab 5571 5695 5712 4457 WIP13005 11(24/1971 I AX90Sta!rs AX 6207 6243 ti048 I NOT@AREAPLACEOI WIPl.305 fl/2/1971 I AX71698/0inAX316Wall 5288 I NOT@AREAPLACEDI WIP13&'.15 860 112/13/19711 AX139Wall 4987 5641 5571 WIPl.3&'.15 I fl/14/1971 I 861 AX114d
,., "" ""' 5641 WIPl.3005 862 863 I fl/23/1971 I I U/23/1971 I AX114eS!ab AX7080B/0 ,., ..,, 4014 4386 4651 4899 5058 4333 4686 I WIP13EOS WIP13EOS 1/13/19n I AX-192AX-1836b304a,19J.a AX7008B/O'sl,2,3AX700'J Ol13 590l 5801 4959 1/19/JEn 5748 5748 5730 B/O'sl2,3 8n I ll26/19n I 2/1/l912 AX ..,,
6119 6455 Dama.11.edatJobSite 873 875 I 2/4/19n AX ""' 5836 5012 4934 WIP13497 WIP13497 876 2/9/19n AX225C, VA-fB, AX411h, AX234b
,., ..,, '457 5135 SOOS W1Pl3497 2/11/19n I AX32Sa, 326a, 327a (Walls) 4297 4916 5093 5058 WIP13497 3/1/1972 I AX19lbandd 6314 6331 3/1/"J972 I AX32Sb,326b,327bandc 3/2/1972 I AX7024-18/0s 6190 "
6331 WlP13497 4757 5252 5188 5199 WlP13497 881 3/9/1972 I AX B/Os 7019-3 Rm's 4-15 AX 4333 WIP13497 3/15/1972 I 4411 883 AXB/Os7019-ll 3/20/1972 I AX191-E,304Band324-A '411 5925 DamaRedatJobSite WlPl.3497 WIP13497 3/22/1972 I AXB/Os7003-1 3/29/1972 I AXB/Os7050.1,2,3,4,5 ,., "" 5730 5394 5695 4849 5465 W1P13497 WIP13497 887 3/30/1972 I AX324b,504 4/5/1972 I AX50S,514,516Par~ts ,., ..,, 6526 562' 4757 890 4/10/1972 IAXB/OS7028L7,B410&AA 4563 5836 5659 5925 5925 4916 WIP32516 38a,b,c AXB/057028-3,5,6, 7,15, 891 4/12/1972 AX 5500 5518 5588 5659 18,19,20,22 AXB/057153-57153-3,5 891 4/18/1972 4810 5500 5659 5780 7014-1,2,3,47015-1,2,3,5 893 I 4/19/1972 I B/OS7463-lto12 RPlSAStair&Curb ,., 5659 5465 WIP32516 AXB/057059-5, 7,8 894 I 4/26/1972 IAXB/057059-2,3,67066-10 "'66 5341 895 I 4/27/JE72 I 7030-2,37061-2 AX114Slab ,., 5305 5394 WIP32516 897 I 5/3/1972 IAXB/057030-1,6,7,147029- 5765 5836 4793 898 I 5/4/1972 I 5, 77039-7AX114BStairs AXB/07Q61).1 ,., 3537 5359 5041 4740 WIP32516 5/10/JE72 IAXB/057028-1,11,127029-4315 5012 I
1.2,3,4,5,7,8,9
,., "" WIP32516 900 5/11/1972 IAXB/057023-77025-2,3,5,6 4669 3944 7017-1 5/16/1972 IAAB/~~:~~~::7019- ,., 4156 4899 5146 4686 WlP32516 902 I 5/18/1972 IAXB/057146-17174-17147-2; ,., 4174 4757 4651 4067
Calculation No.: FC08499 Rev. 0 Page 25of133 Evaluation of FCS Concrete Compressive Strength Test Data It is possible that the test data that has been logged does not encompass all test data for the construction of the AB and CIS. Although there may have been additional original test data, locating 903 of the 912 unique sets identified is considered an appropriate sample representation of the entirety of the FCS original test data. See Attachment 8.2 for all 912 sets identified.
Four sets of data as described below will be evaluated separately.
Case 1: All Class B AB data.
Case 2: All Class B AB data except pours contributing to external subgrade walls.
Case 3: All Class B CIS data.
Case 4: All Class B CIS data except pours contributing to the floor beneath the reactor core and the concrete immediately surrounding the reactor core.
Calculate 95% Confidence Levels The sample population standard deviation and mean are calculated considering the test strengths reported. The 95% confidence level is calculated from mean and standard deviation.
SAMPLE POPULATION STANDARD DEVIATION, cr SAMPLE POPULATION MEAN,µ SINGLE TAIL 95% CONFIDENCE, µ - 1.645cr A single tail test is appropriate as long as the impact of values falling outside the range of values on the opposite side of the curve has been considered. i.e. Is it a problem if the compressive strength is substantially higher than the mean?
Since any compressive strength higher than the mean presents no negative impact, it is appropriate to use a single tail test.
As stated in ACI 214-77, "The strength of concrete test specimens on controlled projects can be assumed to fall into a pattern similar to the normal frequency distribution." [62] Therefore, the 95% confidence level corresponds with 1.645cr.
A summary of the mean, standard deviation, and 95% confidence level for cases 1 through 4 is included in Section 6.0 of this calculation.
Calculate Consecutive Test Rolling Averages Rolling averages are calculated on the following pages by averaging sets of 3 and 5 chronologically consecutive test strength values.
Calculation No.: FC08499 Rev. O Page 26 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Calculate Rolling Average Minimum for 3 Consecutive Tests and 10% Passing Limit - Case 1 Date Building Code Location of Concrete 11- 2B Day lab lll-2BDay lab IV - 28 Day Lab External Subgrade 3 Consecutive Rolling 3 Consecutive Rolling 3 Consecutive Rolling Set# cylinders AX= Auxlllary Building, Placement Strength (psi) Strength (psi) Strength (psi) Wall?(F/N) Average I (psi) Average II (psi) Average Ill (psi)
Cast RP =Reactor Plant Wall W-4 Part #1 Auxiliary 43 2/17/1969 AX 7039 6862 7039 Y(7641) 6980 Building Wall W-5 Part #2 Auxiliary 44 2/18/1969 AX 5818 6048 5588 Y(7642) 6573 6302 5818 Building Wall W-3 Part #3 Auxiliary 45 2/19/1969 AX 6544 6968 7163 6060 6367 6892 Building Wall W-5 Part #5 Auxiliary 48 2/22/1969 AX 5907 5907 5818 Y(7642) 6679 6326 5877 Building 51 2/28/1969 Auxiliary Building Wall W-1 AX 6827 6579 6296 6184 6408 6567 52 2/28/1969 Auxiliary Building Wall W-1 AX 7074 7127 7286 6650 6832 7162 971-Auxiliary Bldg. W-SA, W4 72 3/8/1969 AX 6597 6650 6862 Y(7641) 7003 6844 6703 P-4,W-2P-2 971-Auxiliary Bldg. W-8A, W4 73 3/8/1969 AX 6544 6544 6685 Y(7641) 6685 6650 6591 P-4, W-2 P-2 971-Auxiliary Bldg. W-8A, W4 74 3/8/1969 AX 6986 6508 6791 Y(7641) 6738 6726 6762 P-4, W2P-2 121 5/8/1969 Slab 55-lAuxiliary Bldg. AX 6650 6667 6950 6650 6703 6756 122 5/8/1969 Slab 55-lAuxiliary Bldg. AX 7021 7003 7074 6879 6991 7033 123 5/8/1969 Slab 55-lAuxiliary Bldg. AX 6827 6667 6720 6968 6856 6738 124 5/8/1969 Slab 55-1 Auxiliary Bldg. AX 6261 6667 6367 6549 6549 6432 125 5/8/1969 Slab 55-lAuxillary Bldg. AX 6827 6137 6667 6620 6444 6544 126 5/8/1969 Slab 55-lAuxiliary Bldg. AX 7286 7251 6986 6697 7068 7174 127 5/8/1969 Slab 55-lAuxiliary Bldg. AX 6544 6650 6420 6927 6727 6538 148 5/23/1969 Auxiliary Building AX-13-wall AX 6809 6650 6650 Y(7653) 6626 6626 6703 149 5/23/1969 Auxiliary Building AX-13-wall AX 6579 6561 6720 Y(7653) 6626 6597 6620 179 6/6/1969 Aux. M-7 AX 5801 5588 5606 6361 6036 5665 180 6/6/1969 Aux. M-7 AX 7499 7622 7304 6231 6909 7475 181 6/6/1969 Aux.Wt-7 AX 7127 7110 6968 7351 7180 7068 182 6/6/1969 Aux.Wt-7 AX 7092 6402 7056 7057 6821 6850 183 6/6/1969 Aux. Wt-7 AX 7339 6473 6809 6932 6956 6874 184 6/6/1969 Aux M-7 AX 6066 6367 6278 6449 6414 6237 185 6/6/1969 Aux M-7 AX 6544 6720 6650 6396 6514 6638 186 6/6/1969 Aux M-7 AX 6880 6880 6720 6750 6803 6827 187 6/6/1969 Aux M-7 AX 7110 7180 7003 6903 7003 7098 188 6/6/1969 Aux M-7 AX 7110 6915 7216 7098 7009 7080 189 6/9/1969 Aux17&18 AX 7003 7428 7074 7045 7216 7168 206 6/13/1969 Aux Building M-6 AX 7463 7145 7835 7322 7227 7481
Calculation No.: FC08499 Rev. O Page 27 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete ll-28Daylab 111- 28Day Lab IV - 28 Day Lab External Subgrade 3 Consecutive Rolling 3Consecutive Rolling 3 Consecutive Rolling Set# Cylinders AX= Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Wall?(F/N) Average I (psi) Average II (psi) Average Ill (psi)
Cast RP =Reactor Plant 207 6/13/1369 Aux Building M-6 AX 7251 7163 7145 7410 7416 7186 208 6/13/1369 Aux Building M-6 AX 7251 7251 7145 7186 7216 7216 209 6/13/1369 Aux Building M-6 AX 7905 6933 7463 7434 7328 7434 210 6/13/1369 Aux Building M-6 AX 7782 7491 7835 7393 7579 7703 211 6/13/1969 Aux Building M-6 AX 6667 7446 7322 7331 7316 7145 212 6/13/1969 Aux Building M-6 AX 7640 7092 7082 7469 7351 7271 213 6/13/1369 Aux Building M-6 AX 7499 7640 7799 7224 7407 7646 256 6/24/1969 AX57 AX 6773 6614 6137 Y(7655) 7404 7062 6508 258 6/25/1369 M8Aux Mat AX 6296 6154 6154 6349 6136 6201 259 6/25/1369 MSAuxMat AX 6ll9 6225 6084 6142 6166 6143 260 6/25/1369 MSAuxMat AX 6437 6915 6597 6249 6479 6650 261 6/25/1969 MBAuxMat AX 6827 6667 6720 6780 6697 6738 262 6/25/1369 MSAuxMat AX 6420 6243 6402 6602 6461 6355 263 6/25/1369 MB Aux Mat AX 6048 6084 6632 6231 6178 6255 264 6/25/1969 MS Aux Mat AX 5500 5801 5659 6072 5978 5653 265 6/25/1969 MS Aux Mat AX 6331 6225 6597 5930 6072 6384 267 6/26/1969 AX39 AX 7a;5 7180 7145 Y(7657) 6626 6944 7127 284 7/2/1970 AXSl Wall AX 6066 5889 6225 6797 6367 6060 286 7/9/1970 AX-65&66 Walls AX 5854 5606 5305 Y(7656) 5989 5895 5588 287 7/9/1970 AX73Wall AX 6101 6225 6225 Y(7659) 5671 5877 6184 288 7/11/1970 AX56 AX 6455 6437 6420 6302 6372 6437 292 7/18/1370 AX40&41 AX 5854 5783 5889 6237 6019 5842 303 7/22/1369 AX-53 AX 6101 6296 6013 5924 6095 6137 306 7/23/1969 AX60Wall AX 5995 6897 6314 6101 6302 6402 308 7/24/1369 AX70 AX 6190 6349 6084 Y(7659) 6467 6284 6208 322 8/13/1369 AX-44 AX 5535 5624 5712 5989 5748 5624 332 8/15/1969 AX67Wall AX 5571 5447 5606 Y(7662) 5636 5577 5541 335 8/20/1969 AX77A AX 6101 6172 6031 Y(7676) 5718 5960 6101 336 8/21/1969 AX54 AX 5979 5995 6048 6061 6002 6007 337 8/21/1959 AX33 AX 5818 6101 5836 Y(7665) 5954 5989 5918 342 8/22/1969 AX61AWall AX 5801 5871 5765 5913 5836 5812 343 8/26/1969 AX47Wall AX 5801 5889 5871 5812 5818 5854 344 8/26/1969 AX68 AX 5960 5978 6013 Y(7662) 5907 5936 5984 345 8/28/1969 AX37 & 37a AX 6ll9 5889 5925 6037 6007 5978 346 9/2/1969 AX45 AX 5871 6172 5801 5895 5989 5948 347 9/3/1969 AX76 AX 5748 6172 6190 Y(7676) 5907 5907 6037 348 9/5/1969 AX71 AX 6561 6384 6207 6308 6378 6384 349 9/9/1969 AX36 &37b AX 6349 6384 6420 6313 6313 6384 367 9/15/1969 AX62, 63. 64 AX 5412 5323 5518 6072 5718 5418 373 9/19/1369 AX3 AX 6278 5889 5801 5706 5895 5989 374 9/19/1369 AX78Slab AX 5871 5889 5889 5854 5854 5883 375 9/19/1369 AX24 AX 6119 5854 6172 5966 5954 6048 376 9/22/1969 AX58 AX 6207 6367 6084 6078 6249 6219 379 9/24/1969 AX-16 AX 6137 6013 6207 6196 6078 6119 396 9/30/1969 AX-15 AX 5907 6031 5978 6042 6048 5972
Calculation No.: FC08499 Rev. O Page 28 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete ll-28Daylab lll-28Daylab IV- 28 Day Lab External Subgrade 3 Conserutive Rolling 3 Consecutive Rolling 3 Consecutive Rolling Set# Cylinders AX= Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Walll(F/N) Average I (psi) Average II (psi) Average Ill (psi) cast RP= Reactor Plant 397 10/1/1969 AX-31 AX 6154 6172 6367 6054 6101 6231 398 10/2/1969 AX-7 AX 6031 6154 5677 Y(7674) 6190 6184 5954 400 10/3/1969 AX27Wall AX 5960 5518 5482 5930 5718 5653 404 10/7/1969 AX74AWall AX 6579 6738 6278 Y(7684) 5860 6266 6532 406 10/9/1969 AXlOWaii AX 5482 5854 5482 Y(7654) 6166 5871 5606 409 10/10/1969 AX-8 AX 5907 6066 5942 Y(7687) 5748 5818 5972 415 10/20/1969 AX-36-"B"Wall AX 5252 5058 5040 Y(7691) 5753 5417 5117 416 10/21/1969 AX9B AX 6331 5588 5960 5476 5653 5960 417 10/21/1969 AX22 AX 5978 6137 4934 5842 6025 5683 420 10/27/1969 AX-25 AX 6013 6101 6084 5695 5683 6066 422 10/29/1969 AX lOSSlab AX 6296 6261 6137 6160 6214 6231 424 11/3/1969 AX-9AWal AX 5642 5482 5925 6013 5754 5683 428 11/7/1969 AX 107Slab AX 5748 5942 5871 5718 5872 5854 429 11/10/1969 AX 138, 143, 144, 146 AX 5871 6154 6101 5895 5965 6042 430 11/10/1969 AX 138, 143, 144, 146 AX 4n5 4969 5235 5677 5282 4993 431 11/10/1969 AX 138, 143, 144, 146 AX 6367 6650 6720 5524 6084 6579 432 11/11/1969 AX-21Wall AX 6968 7145 7145 6n9 6944 7086 440 11/15/1969 AX-lOOSlab AX 6013 6225 6013 6768 6461 6084 441 11/15/1969 AX-lOOSlab AX 6597 6473 6437 6278 6361 6502 446 11/18/1969 AX-19Wall AX 6526 6720 6632 6479 6561 6626 449 11/20/1969 AX-20Wall AX 6031 6207 6048 6461 6290 6095 455 11/21/1969 AX-5Wall AX 7254 6968 7U7 6503 6757 7116 456 11/21/1969 AX-175 & 176 Wail AX 6084 6473 6544 6726 6561 6367 458 11/24/1969 AX-104 B AX 7003 6986 6632 6673 6844 6874 460 11/25/1969 AX-106Slab AX 6473 5978 6544 6697 6361 6332 461 11/25/1969 AX-106 Slab AX 6154 6420 6190 6225 6373 6255 462 11/25/1969 AX-106 Slab AX 6402 6561 6384 6337 6384 6449 464 11/29/1969 AX-101Slab AX 6154 6473 6154 6366 6337 6260 465 11/29/1969 AX-101Slab AX 6579 6508 6614 6402 6414 6567 467 12/2/1969 AX177AWa11 AX 6720 6561 6738 6614 6632 6673 468 12/5/1969 AX-246Wa11 AX 6296 6508 6597 6532 6514 6467 469 12/5/1969 AX-246Wall AX 6013 6084 6013 6373 6231 6037 475 12/12/1969 AX-1 AX 5942 6013 5482 6013 5989 5812 476 12/12/1969 AX-1 AX 6172 6349 6172 5889 6001 6231 4n 12/12/1969 AX-1 AX 6225 6367 6473 6249 6255 6355 478 12/12/1969 AX-1 AX 5836 5871 5500 6225 6060 5736 479 12/12/1969 AX-1 AX 6473 5854 5854 5948 5942 6060 480 12/15/1969 AX-174A AX 6119 6384 6314 5942 6119 6272 481 12/16/1969 AX-166-167Wa11 AX 6614 6756 6650 6437 6561 6673 484 12/19/1969 AX-1756&1768Wall AX 5801 56n 5341 6402 6043 5606 485 12/22/1969 AX-161Walls AX 5871 5730 6031 5630 5647 5877 490 1/7/1970 AX-102 &103 AX 6437 6367 6544 6066 6278 6449 491 1/7/1970 AX-102 & 103 AX 6084 6084 6013 6332 6237 6060 492 1/7/1970 AX-102& 103 AX 5553 5518 5730 5883 5695 5600 493 1/7/1970 AX-102 & 103 AX 6137 6367 6084 5795 6078 6196
Calculation No.: FC08499 Rev. 0 Page 29 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete ll-28Daylab Ill- 28Day Lab IV- 28 Day Lab External Subgrade 3 Consecutive Rolling 3 Consecutive Rolling 3 Conserutive Rolling Set# Cylinders AX. =Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Wall?(F/N) Average I (psi) Average II (psi} Average Ill (psi)
Cast RP= Reactor Plant 494 1/7/1970 AX-102 & 103 AX 5871 5765 6013 6107 5907 5883 495 1/8/1970 AX-102 & 103 AX 5871 5907 5889 5883 5930 5889 496 1/8/1970 AX-102 & 103 AX 5659 5553 5624 5818 5700 5612 498 1/13/1970 AX-154-165 AX 6261 6013 6526 5813 5966 6267 499 1/14/1970 AX 109 AX 5818 5588 5730 6119 5977 5712 500 1/15/1970 AX 163 AX 6526 6685 6614 5948 6314 6608 501 1/16/1970 AX 159 AX 6084 6119 5942 6461 6272 6048 504 1/26/1970 AX 108Slab AX 5659 5695 5801 5907 5765 5718 507 1/28/1970 AX-153Wall AX 5518 5394 5642 5671 5571 5518 508 1/30/1970 AX-142Wall AX 6066 5677 5730 5701 5795 5824 509 2/6/1970 AX-137Wall AX 5925 5907 5642 5n7 5854 5825 529 4/8/1970 AX141Wall AX 6119 5907 6314 5889 5889 6113 530 4/9/1970 AX122A Wall AX 5588 5364 5801 V(n28) 5936 5755 5584 532 4/14/1970 AX 140Wa11 AX 6225 6190 6101 5797 6072 6172 533 4/15/1970 AX-2 AX 6349 6278 6420 6213 6243 6349 534 4/15/1970 AX-2 AX 6437 6490 6437 6378 6449 6455 535 4/15/1970 AX-2 AX 6243 6402 6314 6390 6361 6320 537 4/22/1970 AX149 AX 6579 6172 6n3 6432 6355 6508 538 4/23/1970 AX 138 AX 6402 6650 6703 6449 6608 6585 540 4/28/1970 AX- 29d wall AX 6013 6154 6225 6455 6290 6131 541 4/29/1970 AX74A AX 5995 6066 5925 V(7684) 6125 6095 5995 543 5/1/1970 AX 136A AX 6933 7003 6968 6308 6620 6968 544 5/4/1970 AX-110 AX 6614 6791 6402 6862 6791 6602 545 5/4/1970 AX-110 AX 6243 6367 6190 6479 6337 6267 546 5/4/1970 AX-110 AX 6261 6561 6508 6273 6337 6443 547 5/4/1970 AX-110 AX 6437 6296 6544 6502 6414 6426 548 5/5/1970 AX-170&172 AX 6261 6490 6473 6367 6432 6408 550 5/6/1970 AX-200 AX 6278 6190 6031 6414 6314 6166 551 5/6/1970 AX-200 AX 6579 6119 6437 6267 6243 6378 554 5/8/1970 AX 121AS1ab AX 5659 5978 5836 6072 6025 5824 555 5/12/1970 AX 147 AX 6048 5801 5783 5954 5895 5877 561 5/26/1970 AX-127 AX 5942 5836 5871 5842 5854 5883 580 6/4/1970 AX 125 & 132 AX 6172 6154 6101 5960 6066 6142 581 6/4/1970 AX 125 & 132 AX 6225 6137 5&54 6160 6154 6072 586 6/9/1970 AX 112 AX 5642 6278 5960 V(n18) 5878 5925 5960 587 6/9/1970 AX 112 AX 6031 6066 5925 V(n18) 6090 6019 6007 588 6/9/1970 AX 112 AX 6172 5836 5871 V(n18) 6CE4 5978 5960 589 6/10/1970 AX - 123a & AX13G-b AX 6119 6261 6066 5942 6084 6149 594 6/16/1970 AX-111 AX 5854 5960 5730 6060 5960 5848 595 6/16/1970 AX-111 AX 6031 6119 5942 5907 5960 6031 596 6/18/1970 AX-130 AX 6119 6314 6190 6060 6125 6208 600 6/22/1970 AX-124&126 AX 6084 6331 6154 6196 6202 6190 601 6/23/1970 AX 170& 172 AX 6119 6137 6119 6201 6137 6125 602 6/24/1970 AX 212 &215 AX 6827 6437 6526 6361 6461 6597 608 6/26/1970 AX 133 AX 6048 5978 6225 6337 6184 6084
Calculation No.: FC08499 Rev. O Page 30of133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete II- 28Day t.b 111- 28 Day t.b IV- 28 Day Lab External Subgrade 3 Consea.itive Rolling 3 Consecutive Rolling 3 Consecutive Rolling Set# Cylinders AX =Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Walil (F/N) Average I (psi) Average II (psi) Average Ill (psi)
Cast RP =Reactor Plant 610 6/30/1970 AX211 AX 5978 6119 6225 6060 6107 6107 614 7/2/1970 AX - lSlb & 157b AX 6278 S765 5960 6207 6089 6001 618 7/7/1970 AX 1516 t 1576 AX 6207 5907 5925 S9n 6025 6013 619 7/10/1970 AX-134WALL AX 5871 5748 6119 5901 5848 5913 620 7/10/1970 AX-134WALL AX 6101 6048 6207 5989 6089 6119 621 7/10/1970 AX-134WALL AX 6154 6013 5854 6136 6US 6007 622 7/10/1970 AX-134WALL AX 6190 6137 6278 6019 6060 6202 623 7/10/1970 AX-134WALL AX 6437 5960 6225 6284 6225 6207 627 7/13/1970 AX-202A AX 6437 6738 6384 6207 6467 6520 628 7/13/1970 AX-202A AX 5889 5642 5836 6337 5972 5789 629 7/13/1970 AX-202A AX 6296 6119 5995 5925 6084 6137 630 7/13/1970 AX-202A AX 6738 6526 6614 6284 6420 6626 631 7/14/1970 AX210a AX 6190 6190 5995 6443 6331 6US 637 7/16/1970 AX 171+179 AX 5871 5642 5836 6019 5836 5783 641 7/17/1970 AX-150 AX 5748 5907 5925 5742 5830 5860 643 7/22/1970 AX 201 AX 6013 6190 6172 5948 6043 GUS 644 7/22/1970 AX201 AX 6402 6402 6437 6255 6325 6414 645 7/22/1970 AX148 AX G278 G278 6084 6372 6331 6213 647 7/24/1970 AX-184A AX 5712 5164 5465 6025 5653 5447 648 7/27/1970 AX-113 AX 5942 6013 5571 5524 5807 5842 649 7/27/1970 AX-113 AX 5871 G048 5960 5818 5830 5960 654 7/30/1970 AX-214 AX 5783 5801 5394 5930 5848 5659 655 7/31/1970 AX-218, 220, 223 AX 5695 5764 5447 5630 5618 5635 658 8/3/1970 AX-204A+205A AX 5801 5642 6013 5671 5630 5819 659 8/6/1970 AX-216+217 AX 6066 5925 6013 5907 6001 6001 660 8/6/1970 AX 168a+169 AX 5818 6296 6207 5919 6042 6107 664 8/7/1970 AX 203, 205 b AX 6261 6314 6119 6255 6261 6231 665 8/7/1970 AX 203, 20Sb AX 6172 6261 6137 6202 G184 6190 670 8/11/1970 AX-162 AX 5995 6243 6048 G131 GUS 6095 671 8/13/1970 AX-182a AX 5942 5765 5907 6078 5918 5871 G74 8/20/1970 AX 1688 AX 5606 5606 5588 5759 5706 5600 678 8/27/1970 AX-221 AX 5535 5606 5341 5576 5576 5494 679 8/28/1970 AX 300a, 301a + 131a AX 5748 5748 6031 5565 56U 5842 680 8/28/1970 AX 300a, 301 a +181bl AX 5500 5553 5411 5760 5695 5488 683 9/10/1970 AXU2b AX 6048 5978 6402 5671 5812 6143 687 9/15/1970 AX 178COLS AX 6844 6579 6473 6408 G608 6632 689 9/21/1970 AX-225A + 226A AX 5765 6261 6544 G272 G166 6190 690 9/21/1970 AX-22SA + 226A AX 6190 5942 6084 6332 G225 6072 692 9/23/1970 AX 2048 AX 6331 6314 6597 6119 G243 6414 693 9/25/1970 AX-302 AX 6119 6314 5942 6343 G343 6US 694 9/25/1970 AX-302 AX 6278 6119 6261 6178 6113 6219 695 9/25/1970 AX-1248 AX 6597 6579 6579 6326 6479 6585 696 9/29/1970 Ax-231 &235 AX 6296 6367 6278 6485 6414 6314 697 9/30/1970 AX 317 &233 AX 5571 5871 6066 6072 5907 5836 698 10/1/1970 Ax311&3U AX 5818 5659 5712 5918 5848 5730
Calculation No.: FC08499 Rev. 0 Page 31 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code location of Concrete ll-28Daylab 111- 280ay Lab IV- 28 Day lab External Subgrade 3 Consecutive Rolling 3Consecutive Rolling 3 Consecutive Rolling Set# Cylinders AX =Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Wall?(F/N) Average I (psi) Average II (psi) Average Ill (psi) cast RP= Reactor Plant 700 10/7/1970 Ax 234a AX 5765 5889 5801 5712 5789 5818 701 10/7/1970 Ax 234a AX 5730 5659 5801 5807 5730 5730 702 10/7/1970 Ax 234a AX 6084 5801 5907 5848 5895 5931 703 10/7/1970 Ax 234a AX 5978 6207 6190 5895 6031 6125 704 10/13/1970 AX315 AX 6437 6791 6597 6278 6473 6608 7f15 10/14/1970 AX 123b AX 6367 6190 5836 6585 6385 6131 7Cli 10/20/1970 Ax 303 & AX 316 AX 6367 6190 6437 6131 6131 6331 707 10/21/1970 AX 179 & 182 b AX 6314 6367 5995 6314 6373 6225 708 10/ll/1970 AX401a&402b AX 5942 6048 6190 6101 5995 6Cl50 709 10/22/1970 AX401a&402b AX 5871 5696 5871 6036 5919 5813 713 10/29/1970 Ax 318&319 AX 6720 6773 6756 6096 6455 6750 714 10/29/1970 Ax409 AX 6420 6455 6261 6650 6544 6379 715 10/30/1970 Ax-400A AX 6190 6225 6473 6302 6125 6296 716 10/30/1970 Ax-400A AX 6455 6579 6331 6384 6502 6455 717 10/30/1970 Ax-400A AX 6048 5730 6154 6319 6036 5977 718 10/30/1970 Ax-400A AX 5995 5925 6048 5960 6025 5989 7ll 11/6/1970 AX ll7, ll8, ll9 AX 6280 6225 6120 6084 6184 6208 723 11/9/1970 AZ312&313B AX 5854 6013 5925 6rl56 5996 5931 724 11/12/1970 AX 234 B AX 6296 5960 6296 6078 6Cl50 6184 726 11/17/1970 AX77b AX 5978 5818 5765 V(7732) 6078 6031 5854 727 11/17/1970 AX 303 B AX 6296 6261 6207 5960 6107 6255 728 11/17/1970 AX 303 B AX 6119 6137 6119 6196 6154 6125 731 lZ/1/1970 AX-414 AX 5553 5553 5429 5936 5742 5512 733 lZ/4/1970 AX-502 AX 5889 5836 5854 5624 5718 5860 734 12/4/1970 AX-502 AX 5376 5500 5695 5689 5577 5524 734A 12/4/1970 AX50251ab AX 5588 5765 5765 5594 5683 5706 735 12/4/1970 AX-502 AX 5571 5535 5695 5700 5624 5600 736 12/4/1970 AX-502 AX 5394 5412 5447 5541 5500 5418 736A 12/4/1970 AX502Slab AX 5712 5606 5677 5524 5588 5665 737 12/4/1970 AX-502 AX 5783 5748 5659 5689 5736 5730 Cols Elev. 103C AX 310A, AX 743 3/4/1971 AX 6278 6314 6720 5895 6084 6437 321A 744 3/11/1971 AX 402 "B" SLAB AX 5818 5765 5783 6284 6101 5789 Parapet Walls AX 4C6, 406-745 3/18/1971 AX 5482 4669 5588 5677 5311 5246 1044'-0" AX Pads RM69AC-33, VA-17, 747 3/26/1971 AX 5465 5500 5748 5241 5518 5571 VA-18 748 4/2/1971 AX 180Al81A, 1818 Walls AX 5252 5412 5323 5500 5471 5329 AX123C Wall, AX310C, 321C 749 4/5/1971 AX 5606 5412 5270 5447 5447 5429 Cols.
750 4/9/1971 AX 186SlAB AX 5040 4793 4722 5241 5034 4852 751 4/16/1971 AX 181-B Wall & Col. AX321D AX 5129 5500 5500 4881 5117 5376 752 4/19/1971 AX180CWall AX 4704 4757 4704 5235 4987 4722 766 4/26/1971 AX225b, 226b, 410a AX 5677 6154 6013 5046 5512 5948 767 4/26/1971 AXllSb, 226b, 410a AX 6278 6561 6933 6148 6284 6591 768 4/27/1971 AX187a Slab AX188 stairs AX 6048 6119 6137 6514 6367 6101 769 4/29/1971 AX 187b AX 6384 5907 6243 6213 6143 6178 770 5/6/1971 AX 85 Pad AX 7145 6738 7092 6432 6709 6992 775 5/17/1971 AX-411A, 123d, 122C walls AX 6172 6137 6172 6667 6467 6160
Calculation No.: FC08499 Rev. O Page 32 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete II- 28 Day Lab lll-28Daylab IV - 28 Day Lab External Subgrade 3 Consecutive Rolling 3 Conserotive Rolling 3 Consecutive Rolling Set# Cylinders AX=Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Wali?(F/N) Average I (psi) Average II (psi) Average Ill (psi) cast RP= Reactor Plant n6 5/17/1971 AX-411A, 123d, 122C walls AX 6526 6402 6402 6278 6367 6443 780 5/24/1971 AX502AX86Wall AX 6455 6119 6225 Y(7895J 6420 6325 6266 781 5/26/1971 AX30lb, 304C, 183b AX 6013 6084 6314 6119 6107 6137 782 5/27/1971 AX41Db AX 5535 5465 5270 5978 5n1 5423 783 6/3/1971 AX314, 322, AX313a Wal Is AX 6190 6137 6261 5642 5866 6196 784 6/4/1971 CurbAX400B.C.D AX 6031 6190 5942 6143 6161 6054 785 8/5/1971 AX104C&D AX 5465 5836 5907 5866 5748 5736 785A 8/5/1971 AX-104 C & D AX 5907 6172 5765 5883 5995 5948 786 8/5/1971 Columns 313 B AX 5818 5412 6172 5918 5665 5801 787 8/9/1971 AX 225C AX 5553 5960 5836 5712 5895 5783 788 8/12/1971 AX323Wall AX 6314 6367 6561 6037 6172 6414 789 8/13/1971 AX500AX503 A AX 5500 5022 5146 6143 5694 5223 790 8/13/1971 AXSOOAXS03 A AX 5712 5695 5182 5293 5518 5530 790A 8/13/1971 AX-SODA & 503A AX 5838 5889 5871 5572 5636 5866 791 8/13/1971 AX5oo&503A AX 6084 6172 5801 5948 6042 6019 792 8/17/1971 AX-226C AX 6296 6473 6261 6090 6190 6343 800 8/20/1971 AX5008&503B AX 5925 5942 5748 6220 6043 5872 801 8/24/1971 AX411B AX 5783 5836 5624 5824 5789 5748 801A 8/24/1971 AX-411 B AX 5960 5995 5807 5860 5978 802 8/25/1971 AX-410C&225d AX 5995 5907 5801 5995 5951 5901 803 8/26/1971 1057 PARAPfTWALL AX 5305 5447 5341 5671 5518 5364 810 8/31/1971 AX502 Relief Panel AX 6101 6243 6278 5630 5895 6207 811 9/2/1971 AX123 E AX 5748 5695 5359 6090 5907 5601 811A 9/2/1971 AX 123 E AX 5712 5801 5589 5624 5757 813 9/9/1971 AX501&503(Part} AX 6119 6048 6278 5960 6084 6148 814 9/9/1971 AX501&503(Part} AX 6296 6190 6101 6207 6255 6196 Pressure Panels Elev, 1036 815 9/10/1971 AX 5217 5465 5571 5836 5594 5418 (Ax Bldg.}
816 9/15/1971 AX 2260 (Wall} AX 6278 6225 6225 5n1 6025 6243 818 9/16/1971 AX411CWall AX 5925 6508 6367 6125 6219 6267 1057' Parapets-AX SOS, 514, 820 9/22/1971 AX 5518 5482 5500 6131 5789 5500 515, 516 & 507 821 9/23/1971 AX116 AX 6066 6314 6261 5683 5960 6214 825 9/29/1971 AX-122DWa11 AX 6066 6101 5925 6214 6143 6031 826 9/30/1971 AX123FWall AX 5818 5642 6013 5948 5795 5824 830 10/7/1971 AX412B AX 5305 5164 5359 5653 5494 5276 832 10/12/1971 AX 206and Pads AX 6296 6544 6314 5606 6066 6385 834 10/14/1971 AX600A AX 6508 6526 6650 6455 6449 6561 835 10/14/1971 AX600A AX 6685 6756 6508 6620 6697 6650 VA-151A, B, C and D RM. 82 836 10/15/1971 AX 5624 5978 5730 6296 6037 sn1 Ax. Bldg. El. 1036 837 10/15/1971 AX 112C AX 6048 6207 6261 5919 5995 6172 839 10/22/1971 AX413b AX 7481 7446 7375 6650 7063 7434 1057 Roof B.O.S Pipe Sieve E.
840 10/26/1971 AX 6172 6402 6473 6998 6650 6349 Aux. Bldg.
844 10/29/1971 AX 122C AX 6207 6384 6172 6361 6355 6254 845 11/2/1971 AX-6008 AX 6437 6473 6314 6331 6361 6408 846 11/2/1971 AX-600B AX 6720 6384 6738 6502 6473 6614 847 11/4/1971 AX-1608 and AX-204 AX 6455 6314 6243 6526 6502 6337
Calculation No.: FC08499 Rev. 0 Page 33 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete ll-28Dayl.ab 111- 28Day Lab IV- 28 Day Lab External Subgrade 3Consecutive Rolling 3 Consecutive Rolling 3 Consecutive Rolling Set# Cylinders AX= Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Wall?(F/N) Average I (psi) Average II (psi) Average Ill {psi) cast RP= Reactor Plant 849 11/5/l!l71 1044 Roof B.O.S. Ax. Bldg. AX 5801 5889 6137 6119 5978 5942 851 11/10/1971 AX-605 Parapet Wall AX 6137 6402 6331 6054 6225 6290 852 11/11/1971 AX-600C AX 5217 5323 5535 5983 5624 5358 853 11/11/1971 AX-600C AX 5359 6243 5942 5406 5712 5848 854 11/11/1971 AX-114b and c AX 6137 5818 6225 Y(7873) 6107 5966 6060 855 11/17/1971 AX114 a & d wall AX 5712 6685 6597 Y(7873) 5918 6207 6331 856 11/19/1971 AX 89Slab AX 5571 5695 5712 6284 5954 5659 857 11/24/1971 AX 90Stairs AX 6207 6243 6048 5871 6054 6166 858 12/2/l!l71 AX 7169 B/O in AX 316 Wall AX 5164 5649 5288 5818 5620 5367 860 12/13/1971 AX 139Wall AX 5642 5571 5129 5526 5500 5447 861 12/14/l!l71 AX 114d AX 5606 5642 5217 5435 5459 5488 862 12/23/1971 AX 114e Sl~b AX 4651 4899 4863 5170 4922 4804 863 12/23/1971 AX 70808/0 AX 5394 5022 5058 5052 5093 5158 866 1/13/1972 AX-192 AX-1836b 304a, 191a AX 6013 5960 5801 5364 5677 5925 AX 7008B/O's1, 2, 3 AX7009 869 1/19/1972 AX 5748 5748 5730 5836 5766 5742 B/O's 1, 2, 3 872 1/26/1972 AX304A AX 6119 6455 6172 5866 6101 6249 873 2/1/1972 AXJ!llC AX 5588 5942 5659 6072 5901 5730 875 2/4/1972 AX193 AX 5978 6420 5836 5860 6019 6078 AX22SC, VA-69, AX411b, 876 2/9/1972 AX 5518 5164 5235 5925 5506 5306 AX234b 878 2/11/l!l72 AX325a, 326a, 327a (Walls) AX 4916 5093 5(68 5105 5081 5022 879 3/1/1972 AX191 band d AX 6314 6349 6331 5488 5907 6331 880 3/1/1972 AX325b, 326b, 327b and c AX 6190 6331 6225 6290 6284 6249 881 3/2/1972 AX7024-1 B/Os AX 5252 5288 5199 5936 5588 5246 882 3/9/1972 AX B/Os 7019-3 Rm's 4-15 AX 4686 5076 5429 5058 4987 5064 883 3/15/1972 AX B/Os 7019-11 AX 5925 6031 59(6 54n 5795 5954 884 3/20/1972 AX 191-E, 304 Band 324-A AX 6614 6154 6402 6183 6224 6390 885 3/22/l!l72 AX B/Os 7003-1 AX 5730 5624 5659 6095 5919 5671 886 3/29/1972 AX B/Os 7C66-l, 2, 3, 4, 5 AX 6048 5394 5695 5n7 5700 5712 887 3/30/l!l72 AX 324b, 504 AX 6367 6048 6526 5819 6037 6314 888 4/5/1972 AX 505, 514, 516 Parapets AX 5712 5730 5925 6095 5989 5789 AX B/OS 70281, 7, 8 410 & AX 890 4/10/1972 AX 5836 5659 5925 5830 5807 5807 38a, b, c AX B/OS 702&-3, 5, 6, 7, 15, 891 4/12/1972 AX 5500 5518 5588 5695 5648 5535 18, 19, 20, 22 AX B/OS 7153-5 7153-3, 5 892 4/18/l!l72 AX 5500 5659 5780 5535 5582 5646 7014-1, 2, 3, 4 7015-1, 2, 3, 5 B/OS 7463-1to12 893 4/19/l!l72 RPlSA Stair & Curb AX 5288 5359 5659 5576 5476 5435 AX B/OS 7059-5, 7, 8 AX B/OS 7059-2, 3, 6 7066-10 894 4/26/l!l72 AX 5925 5995 6066 5648 5860 5995 703().2, 3 7061-2 895 4/27/1972 AX114Slab AX 7003 6544 6632 6355 6538 6726 AX B/OS 7030-1, 6, 7, 14 7029-897 5/3/1972 AX 5765 5810 5836 6314 6069 5804 5, 77039-7 AX1148 Stairs
Calculation No.: FC08499 Rev. 0 Page 34 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete ll-28Daylab Ill- 28Daytab IV- 28 Day Lab External Subgrade 3 Consecutive Rolling 3 Consea.itive Rolling 3 Consecutive Rolling Set# Cylinders PJ< =Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Wall?(F/N) Average I (psi) Average II (psi) Average Ill (psi) cast RP= Reactor Plant 898 5/4/1972 AX B/O 7060-1 AX 5359 5022 5042 5668 5406 5141 AX 8/0S 7028-1, 11, 12 7029-899 5/10/1972 AX 5288 5022 5341 5117 5117 5217 1,2,3,4,5,7,8,9 AX 8/0S 7023-7 7025-2, 3, 5, 6 900 5/11/1972 AX 4510 4686 4669 4958 4846 4622 7017-1 AX 8/0S 7021-17018-87019-901 5/16/1972 AX 4899 5146 5058 4751 4905 5034 26 7025-3 7038-9 AX 8/0S 7146-1 7174-17147-2 902 5/18/1972 AX 4174 4757 4651 4793 4663 4527 to7 The rolling average minimum and 10% passing limit are included in Section 6.0 of this calculation.
Calculation No.: FC08499 Rev. 0 Page 35 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Calculate Rolling Average Minimum for 5 Consecutive Tests and 20% Passing Limit - Case 1 Date Building Code Location of Concrete II- 28Day lab lll-28Day Lab IV- 28 Day Lab External Subgrade 5 Consecutive Rolling 5 Consecutive Rolling 5 Conserutive Rolling Set# Cylinders AX= Auxiliary Building.
Placement Strength (psi) Strength (psi) Strength (psi) Wall?(F/N) Average I (psi) Average II (psi) Average Ill (psi) cast RP= Reactor Plant Wall W-4 Part #1 Auxiliary 43 2/17/1969 AX 7039 6862 7039 Y(7641)
Building Wall W-5 Part #2 Auxiliary 44 2/18/1969 AX 5818 6048 5588 Y(7642) 6561 6271 Building Wall W-3 Part #3 Auxiliary 45 2/19/1969 AX 6544 6968 7163 6207 6193 6462 Building Wall W-5 Part #5 Auxiliary 48 2/22/1969 AX 5907 5907 5818 y (7642) 6434 6498 6353 Building 51 2/28/1969 Auxiliary Building Wall W-1 AX 6827 6579 6296 6324 6208 6285 52 2/28/1969 Auxiliary Building Wall W-1 AX 7074 7U7 7286 6519 6781 6872 971-Auxiliary Bldg. W-BA, W4 72 3/8/1969 AX 6597 6650 6862 Y(7641) 6876 6947 6904 P-4, W-2 P-2 971-Auxillary Bldg. W-BA, W4 73 3/8/1969 AX 6544 6544 6685 Y(7641) 6788 6639 6657 P-4, W-2P-2 971-Auxiliary Bldg. W-SA, W4 74 3/8/1969 AX 6986 6508 6791 Y(7641) 6724 6653 6703 P-4, W2 P-2 121 5/8/1969 Slab 55-lAuxiliary Bldg. AX 6650 6667 6950 6724 6720 6713 122 5/8/1969 Slab 55-1 Auxiliary Bldg. AX 7021 7003 7074 6816 6858 6943 123 5/8/1969 Slab 55-1 Auxiliary Bldg. AX 6827 6667 6720 6975 6918 6858 124 5/8/1969 Slab 55-1 Auxiliary Bldg. AX 6261 6667 6367 6710 6628 6536 125 5/8/1969 Slab 55-1 Auxiliary Bldg. AX 6827 6137 6667 6568 6452 6533 126 5/8/1969 Slab 55-1 Auxiliary Bldg. AX 7286 7251 6986 6657 6834 6865 127 5/8/1969 Slab 55-1 Auxiliary Bldg. AX 6544 6650 6420 6947 6943 6770 148 5/23/1969 Auxiliary Building AX-13-wall AX 6809 6650 6650 Y(7653) 6682 6615 6636 149 5/23/1969 Auxiliary Building /J.X.-13-wall AX 6579 6561 6720 Y(7653) 6622 6650 6632 179 6/6/1969 Aux. M-7 AX 5801 5588 5606 6462 6250 6055 180 6/6/1969 Aux. M-7 AX 7499 7622 7304 6243 6423 6724 181 6/6/1969 Aux. M-7 AX 7U7 7110 6968 7032 7332 7226 182 6/6/1969 Aux. M-7 AX 7092 6402 7056 7UO 6940 6926 183 6/6/1969 Aux. M-7 AX 7339 6473 6809 6971 6872 6B16 184 6/6/1969 Aux M-7 AX 6066 6367 6278 6749 6611 6399 185 6/6/1969 Aux M-7 AX 6544 6720 6650 6413 6395 6512 186 6/6/1969 Aux M-7 AX 6880 6880 6720 6614 6735 6770 187 6/6/1969 Aux M-7 AX 7110 7180 7003 6848 6954 6979 188 6/6/1969 Aux M-7 AX 7110 6915 7216 7025 7064 7085 189 6/9/1969 Aux17&1B AX 7003 7428 7074 7049 7134 7U7 206 6/13/1969 Aux Building M-6 AX 7463 7145 7835 7237 7223 7389
Calculation No.: FC08499 Rev. 0 Page 36 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete 11-28Daylab 111- 280ay Lab IV - 28 Day Lab External Subgrade 5 Conserutive Rolling 5 Conserutive Rolling 5 Consecutive Rolling Set# Cylinders AX= Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Walll(F/N) Average I (psi) Average II (psi) Average Ill (psi)
Cast RP =Reactor Plant 207 6/13/1969 Aux Building M-6 A'X 7251 7163 7145 7354 7371 7308 208 6/13/1969 Aux Building M-6 A'X 7251 7251 7145 7329 7212 7191 209 6/13/1969 Aux Building M-6 A'X 7905 6933 7463 7339 7297 7339 210 6/13/1969 Aux Building M-6 A'X nsi 7491 7835 7446 7515 7501 211 6/13/1969 Aux Building M-6 A'X 6667 7446 7322 7448 7444 7352 212 6/13/1969 Aux Building M-6 AX 7640 7092 7082 7382 7233 7316 2l3 6/13/1969 Aux Building M-6 A'X 7499 7640 n99 7327 7391 7422 256 6/24/1969 AX57 A'X 6n3 6614 6l37 Y(7655) 7359 7265 6993 258 6/25/1969 MB Aux Mat A'X 6296 6154 6154 6724 6395 6271 259 6/25/1969 MS Aux Mat A'X 6119 6225 6084 6172 6190 6147 260 6/25/1969 M8Aux Mat A'X 6437 6915 6597 6204 6356 6452 261 6/25/1969 MB Aux Mat A'X 6827 6667 6720 6572 6689 6745 262 6/25/1969 MS Aux Mat AX 6420 6243 6402 6646 6575 6490 263 6/25/1969 M8Aux Mat A'X 6048 6084 6632 6367 6239 6282 264 6/25/1969 MS Aux Mat AX 5500 5801 5659 6133 6013 5935 265 6/25/1969 MB Aux Mat A'X 6331 6225 6597 5985 5903 6123 267 6/26/1969 A'X39 A'X 7CE6 7180 7145 Y(7657) 6374 6678 6841 284 7/2/1970 AX51Wall A'X 6066 5889 6225 6809 6667 6501 286 7/9/1970 AX-65&66 Walls A'X 5854 5606 5305 Y(7656) 6236 5928 5n6 287 7/9/1970 AX73Wall A'X 6101 6225 6225 Y(7659) 5818 5818 5892 288 7/11/1970 A'X56 A'X 6455 6437 6420 6062 6289 6352 292 7/18/1970 AX40&41 AX 5854 5783 5889 6278 6190 6on 303 7/22/1969 AX~53 AX 6101 6296 6013 6009 5985 6016 306 7/23/1969 AX60Wall A'X 5995 6897 6314 6059 6260 6303 308 7/24/1969 A'X70 AX 6190 6349 6084 Y(7659) 6282 6349 6367 322 8/13/1969 A'X-44 A'X 5535 5624 5712 6094 5956 5861 332 8/15/1969 AX 67Wall A'X 5571 5447 5606 Y(7662) 5705 5578 5592 335 8/20/1969 AXnA A'X 6101 6172 6031 Y(7676) 5687 Sn9 5871 336 8/21/1969 A'X54 A'X 5979 5995 6048 5978 6056 6045 337 8/21/1969 A'X33 A'X 5818 6101 5836 Y(7665) 5974 5988 5960 342 8/22/1969 AX 61A Wall A'X 5801 5871 5765 5921 5885 5875 343 8/26/1969 AX47Wall AX 5801 5889 5871 5815 5825 5839 344 8/26/1969 A'X68 A'X 5960 5978 6013 Y(7662) 5857 5900 5942 345 8/28/1969 AX37&37a AX 6119 5889 5925 5988 5992 5985 346 9/2/1969 AX45 A'X 5871 6172 5801 5963 5995 5932 347 9/3/1969 A'X76 A'X 5748 6172 6190 Y(7676) 5903 5953 6017 348 9/5/1969 A'X71 A'X 6561 6384 6207 6094 6211 6303 349 9/9/1969 AX36 &37b A'X 6349 6384 6420 6338 6377 6349 367 9/15/1969 A'X62, 63, 64 A'X 5412 5323 5518 6154 5978 5811 373 9/19/1969 A'X3 A'X 6278 5889 5801 5790 5684 5762 374 9/19/1969 AX78Slab A'X 5871 5889 5889 5871 5946 5868 375 9/19/1969 AX24 A'X 6119 5854 6172 5914 5924 5985 376 9/22/1969 AX58 A'X 6207 6367 6084 6048 6144 6137 379 9/24/1969 AX-16 A'X 6l37 6013 6207 6193 6162 6162 396 9/30/1969 AX-15 A'X 5907 6031 5978 6070 6059 6027
Calculation No.: FC08499 Rev. 0 Page 37 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete II- 28Day Lab lll-28Daylab IV - 28 Day lab External Subgrade 5 Conserutive Rolling 5 Conserutive Rolling 5 Consecutive Rolling Set# Cylinders AX= Auxiliary Building, Placement Strength {psi) Strength (psi) Strength (psi) Wall?(F/N) Average I (psi) Average II (psi) Average Ill (psi) cast RP= Reactor Plant 397 10/1/1969 AX-31 AX 6154 6172 6367 6CE5 6048 6140 398 10/2/1969 AX-7 AX 6031 6154 5677 y (7674) 6140 6176 6080 400 10/3/1969 AX27Wa11 AX 5960 5518 5482 6038 5868 5758 404 10/7/1969 AX.74AWall AX 6579 6738 6278 Y(7684) 5843 6CE5 6119 406 10/9/1969 AX10Wa11 AX 5482 5854 5482 y (7654) 6112 6186 5967 409 10/10/1969 AX-8 AX 5907 6066 5942 y (7687) 5801 5758 5850 415 10/20/1969 AX-36-"B" Wall AX 5252 5CE8 5040 y (7691) 5730 5645 5472 416 10/21/1969 AX9B AX 6331 5588 5960 5525 5454 5595 417 10/21/1969 AX22 AX 5978 6137 4934 5779 5999 5719 420 10/27/1969 AX-25 AX 6013 6101 6084 5804 5833 5854 422 10/29/1969 AX lOSSlab AX 6296 6261 6137 5886 6151 6176 424 11/3/1969 AX-9A Wal AX 5642 5482 5925 6084 5964 5889 428 11/7/1969 AX.107Slab AX 5748 5942 5871 5787 . 5748 5794 429 11/10/1969 AX 138, 143, 144, 146 AX 5871 6154 6101 5871 5917 5988 430 11/10/1969 AX 138, 143, 144, 146 AX 4775 4969 5235 5754 5574 5447 431 11/10/1969 AX 138, 143, 144, 146 AX 6367 6650 6720 5489 5599 5988 432 11/11/1969 AX-21Wall AX 6968 7145 7145 6388 6770 6926 440 11/15/1969 AX-100Slab AX 6013 6225 6013 6798 6699 6508 441 11/15/1969 AX-lOOSlab AX 6597 6473 6437 6399 6264 6349 446 11/18/1969 AX-19Wall AX 6526 6720 6632 6409 6551 6558 449 11/20/1969 AX-20Wall AX 6031 6207 6048 6469 6423 6328 455 11/21/1969 AX-5Wall AX 7254 6968 7127 6434 6502 6721 456 11/21/1969 AX-175 & 176 Wall AX 6084 6473 6544 6696 6781 6639 458 11/24/1969 AX-104 B AX 7003 6986 6632 6646 6618 6728 460 11/25/1969 AX-106Slab AX 6473 5978 6544 6728 6614 6523 461 11/25/1969 AX-106Slab AX 6154 6420 6190 6356 6314 6257 462 11/25/1969 AX-106Slab AX 6402 6561 6384 6342 6345 6391 464 11/29/1969 AX-101Slab AX 6154 6473 6154 6338 6395 6345 465 11/29/1969 AX-101Slab AX 6579 6508 6614 6349 6374 6466 467 12/2/1969 AX177AWall AX 6720 6561 6738 6515 6596 6628 468 12/5/1969 AX-246Wall AX 6296 6508 6597 6586 6565 6540 469 12/5/1969 AX-246Wall AX 6013 6084 6013 6430 6300 6243 475 12/12/1969 AX-1 AX 5942 6013 5482 6130 6013 5907 476 12/12/1969 AX-1 AX 6172 6349 6172 5924 5992 6038 477 12/12/1969 AX-1 AX 6225 6367 6473 6080 6257 6317 478 12/12/1969 AX-1 AX 5836 5871 5500 6215 6154 6009 479 12/12/1969 AX-1 AX 6473 5854 5854 6031 5907 5910 480 12/15/1969 AX-174A AX 6119 6384 6314 5960 6137 61CE 481 12/16/1969 AX - 166- 167 Wall AX 6614 6756 6650 6257 6437 6544 484 12/19/1969 AX-1756& 1768Wall AX 5801 5677 5341 6427 6300 6045 485 12/22/1969 AX-161Walls AX 5871 5730 6031 5868 5684 5730 490 1/7/1970 AX-102 & 103 AX 6437 6367 6544 5882 6087 6222 491 1/7/1970 AX-102 & 103 AX 6084 6084 6013 6293 6303 6218 492 1/7/1970 AX-102 & 103 AX 5553 5518 5730 6CE6 5850 5780 493 1/7/1970 AX-102 & 103 AX 6137 6367 6084 5790 5861 5967
Calculation No.: FC08499 Rev. O Page 38 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete 11- 28 Day Lab 111- 28Day Lab IV- 28 Dav Lab External Subgrade 5 Conseattive Rolling 5 Consecutive Rolling 5 Consecutive Rolling Set# Cylinders AX= Auxiliary Building, Placement Strength (psi) Strength (psi} Strength (psi) Walll(F/N) Average I (psi) Average II (psi) Average Ill (psi)
Cast RP= Reactor Plant 494 1/7/1970 AX-102 & 103 AX S871 S76S 6013 6038 604S 6020 495 1/8/1970 AX-102 & 103 AX S871 5907 5889 S921 SSBS 5889 496 1/8/1970 AX-102 & 103 AX S659 5553 5624 S868 5776 5726 498 1/13/1970 AX-154-165 AX 6261 6013 6526 S797 S822 5995 499 1/14/1970 AX 109 AX 5818 SS88 5730 6048 6041 593S soo 1/15/1970 AX 163 AX 6526 6685 6614 6038 6069 6229 501 1/16/1970 AX 159 AX 6084 6119 S942 6328 6406 6289 S04 1/26/1970 AX 108Slab AX 5659 5695 S801 6084 5900 S843 507 1/28/1970 AX-153Wall AX SS18 5394 S642 S723 5613 S610 S08 1/30/1970 AX-142 Wall AX 6066 sm S730 S684 5659 S702 509 2/6/1970 AX-137Wall AX S92S S907 S642 S808 5861 S776 S29 4/8/1970 AX141 Wall AX 6119 5907 6314 S86S S900 5978 S30 4/9/1970 AX122A Wall AX S588 5364 S801 Y(n28) S914 S858 S795 S32 4/14/1970 AX140Wall AX 6225 6190 6101 5858 S834 S936 S33 4/15/1970 AX-2 AX 6349 6278 6420 6133 6229 6268 S34 4/15/1970 AX-2 AX 6437 6490 6437 6317 6395 6412 S3S 4/15/1970 AX-2 AX 6243 6402 6314 6405 6402 6377 S37 4/22/1970 AX149 AX 6579 6172 6773 639S 6342 6448 S38 4/23/1970 AX 138 AX 6402 6650 6703 6448 6S15 6540 S40 4/28/1970 AX- 29d wall AX 6013 6154 6225 6508 6384 6349 S41 4/29/1970 AX74A AX 5995 6066 5925 Y(7684) 6218 6091 6073 543 S/1/1970 AX136A AX 6933 7003 6968 6229 6384 6579 S44 S/4/1970 AX-110 AX 6614 6791 6402 6689 6862 6756 S45 S/4/1970 AX-110 AX 6243 6367 6190 6604 6483 6399 S46 S/4/1970 AX-110 AX 6261 6561 6S08 6293 6324 6377 S47 S/4/1970 AX-110 AX 6437 6296 6544 6391 6413 6469 S48 S/S/1970 AX-170& 172 AX 6261 6490 6473 6409 6406 6413 5SO S/6/1970 AX-200 AX 6278 6190 6031 6409 6338 6292 551 S/6/1970 AX-200 AX 6S79 6119 6437 6310 6239 6271 S54 S/8/1970 AX 121A Slab AX 5659 S978 S836 6165 6154 6006 SSS S/12/1970 AX 147 AX 6048 S801 S783 5992 5864 S889 S61 S/26/1970 AX-127 AX S942 S836 S871 S882 5882 S847 S80 6/4/1970 AX 125 &132 AX 6172 6154 6101 S921 599S 6027 S81 6/4/1970 AX 125 & 132 AX 622S 6137 S854 6105 6158 6094 S86 6/9/1970 AX 112 AX S642 6278 S960 Y(7718) 5992 6027 5974 S87 6/9/1970 AX112 AX 6031 6066 5925 Y(7718) S953 S99S 6052 S88 6/9/1970 AX112 AX 6172 5836 S871 Y(7718) 6031 6006 S974 S89 6/10/1970 IV<.-123a & AX130-b AX 6119 6261 6066 S985 6052 6031 S94 6/16/1970 AX-111 AX S854 5960 S730 6034 6052 S974 S95 6/16/1970 AX-111 AX 6031 6119 S942 5928 5939 S956 S96 6/18/1970 AX-130 AX 6119 6314 6190 5988 6105 6137 600 6/22/1970 AX-124& 126 AX 6084 6331 6154 6130 6208 6215 601 6/23/1970 AX 170& 172 AX 6119 6137 6119 6176 616S 6172 602 6/24/1970 AX 212 & 215 AX 6827 6437 6S26 6271 6328 6409 608 6/26/1970 AX 133 AX 6048 5978 6225 6391 6363 6243
Calculation No.: FC08499 Rev. 0 Page 39 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete 11-28Day t.b lll-28Daylab IV- 28 Day Lab External Subgrade S Consecutive Rolling 5 Consecutive Rolling 5 Conserutive Rolling Set# Cylinders AX =Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi} Walll(F/N) Average I (psi) Average II (psi) Average Ill (psi)
Cast RP =Reactor Plant 610 6/30/1970 AX 211 AX 5978 6119 6225 6151 6070 6105 614 7/2/1970 AX-151b & 157b AX 6278 5765 5960 6165 6073 6069 618 7/7/1970 AX 1516 + 1576 AX 6207 5907 5925 6087 6023 5953 619 7/10/1970 AX-134WALL AX 5871 5748 6119 5974 5932 5914 620 7/10/1970 AX-134WALL AX 6101 6048 6207 5953 5977 6045 621 7/10/1970 AX-134WALL AX 6154 6013 5854 6126 6105 6CE5 622 7/10/1970 AX-134WALL AX 6190 6137 6278 6084 6070 6094 623 7/10/1970 AX-134WALL AX 6437 5960 6225 6179 6200 6207 627 7/13/1970 AX-202A AX 6437 6738 6384 6267 6359 6349 628 7/13/1970 AX-202 A AX 5889 5642 5836 6335 6218 6098 629 7/13/1970 AX-202A AX 6296 6119 5995 6009 5956 5978 630 7/13/1970 AX-202A AX 6738 6526 6614 6197 6335 6398 631 7/14/1970 AX210a AX 6190 6190 5995 6413 6452 6303 637 7/16/1970 AX 171+ 179 AX 5871 5642 5836 6172 5978 5907 641 7/17/1970 AX-150 AX 5748 5907 5925 5818 5801 5812 643 7/22/1970 AX 201 AX 6013 6190 6172 5886 5957 6041 644 7/22/1970 AX201 AX 6402 6402 6437 6140 6236 6321 645 7/22/1970 AX 148 AX 6278 6278 6084 6338 6359 6296 647 7/24/1970 AX-184A AX 5712 5164 5465 6158 5903 5741 648 7/27/1970 AX-113 AX 5942 6013 5571 5673 5659 5631 649 7/27/1970 AX-113 AX 5871 6048 5960 5772 5889 5893 654 7/30/1970 AX-214 AX 5783 5801 5394 5847 5893 5797 655 7/31/1970 AX-218, 220, 223 AX 5695 5764 5447 5727 5687 5620 658 8/3/1970 AX-204 A+205A AX 5801 5642 6013 5620 5670 5733 659 8/6/1970 AX-216 +217 AX 6066 5925 6013 5794 5889 5932 660 8/6/1970 AX 168a+l69 AX 5818 6296 6207 5967 6024 6CE2 664 8/7/1970 AX 203, 2CE b AX 6261 6314 6119 6119 6179 6239 665 8/7/1970 AX 203, 2CEb AX 6172 6261 6137 6215 6225 6201 670 8/11/1970 AX-162 AX 5995 6243 6048 6137 6162 6137 671 8/13/1970 AX-182 a AX 5942 5765 5907 6073 5999 5981 674 8/20/1970 AX 168 B AX 5606 5606 5588 5854 5765 5694 678 8/27/1970 AX-221 AX 5535 5606 5341 5648 5588 5535 679 8/28/1970 AX 300a, 301a + 131a AX 5748 5748 6031 5564 5596 5695 680 8/28/1970 AX 300a, 301 a +181bl AX 5500 5553 5411 5674 5716 5649 683 9/10/1970 AX 122b AX 6048 5978 6402 5709 5698 5878 687 9/15/1970 AX 178COl5 AX 6844 6579 6473 6137 6370 6455 689 9/21/1970 AX-225A + 226A AX 5765 6261 6544 6413 6384 6324 690 9/21/1970 AX-225A + 226A AX 6190 5942 6084 6247 6140 6204 692 9/23/1970 AX 2048 AX 6331 6314 6597 6218 6172 6254 693 9/25/1970 AX-302 AX 6119 6314 5942 6289 6335 6257 694 9/25/1970 AX-302 AX 6278 6119 6261 6250 6154 6183 695 9/25/1970 AX-1249 AX 6597 6579 6579 6239 6367 6427 696 9/29/1970 Ax-231 &235 AX 6296 6367 6278 6462 6484 6420 697 9/30/1970 AX 317 & 233 AX 5571 5871 6066 6218 6077 6031 698 10/1/1970 Ax 311 & 312 AX 5818 5659 5712 5921 5797 5825
Calculation No.: FC08499 Rev. O Page 40 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete ll-28Daylab Ill- 28Day Lab IV- 28 Day Lab External Subgrade 5 Consecutive Rolling 5 Consecutive Rolling 5 Consecutive Rolling Set# Cylinders AX= Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Wali?(F/N) Average I (psi) Average II (psi) Average Ill (psi)
Cast RP= Reactor Plant 700 10/7/1970 AA 234a AX 5765 5889 5801 5804 5769 5765 701 10/7/1970 AA 234a AX 5730 5659 5801 5779 5769 5776 702 10/7/1970 Ax 234a AX 6084 5801 5907 5815 5815 5850 703 10/7/1970 AA 234a AX 5978 6207 6190 5914 5995 6017 704 10/13/1970 AX315 AX 6437 6791 6597 6144 6321 6444 7a; 10/14/1970 AX 123b AX 6367 6190 5836 6476 6476 6356 706 10/20/1970 AA 303 & AX 316 AX 6367 6190 6437 6271 6190 6204 707 10/21/1970 AX 179&182b AX 6314 6367 5995 6229 6335 6261 708 10/22/1970 AX401a&402b AX 5942 6048 6190 6211 6133 6108 709 10/22/1970 AX401a&402b AX 5871 5696 5871 6009 5949 5935 713 10/29/1970 AA 318&319 AX 6720 6773 6756 6070 6186 6363 714 10/29/1970 Ax409 AX 6420 6455 6261 6508 6625 6533 715 10/30/1970 AA-400A AX 6190 6225 6473 6416 6310 6321 716 10/30/1970 Ax-400A AX 6455 6579 6331 6321 6384 6413 717 10/30/1970 AA-400A AX 6048 5730 6154 6377 6229 6168 718 10/30/1970 Ax-400A AX 5995 5925 6048 6ffi2 5970 5970 722 11/6/1970 AX 227, 228, 229 AX 6280 6225 6120 6080 6095 6120 723 11/9/1970 AZ312&313B AX 5854 6013 5925 6105 6098 6027 724 11/12/1970 AX 234 B AX 6296 5960 6296 6042 6010 6098 726 11/17/1970 AX77b AX 5978 5818 5765 Y(7732) 6091 6070 5963 727 11/17/1970 AX 303 B AX 6296 6261 6207 6031 6024 6069 728 11/17/1970 AX 303 B AX 6119 6137 6119 6130 6204 6169 731 12/1/1970 AX-414 AX 5553 5553 5429 6027 5896 5758 733 12/4/1970 AX-502 AX 5889 5836 5854 5709 5652 5712 734 12/4/1970 AX-502 AX 5376 5500 5695 5677 5691 5652 734A 12/4/1970 AX 50251ab AX 5588 5765 5765 5603 5585 5663 735 12/4/1970 AX-502 AX 5571 5535 5695 5677 5645 5666 736 12/4/1970 AX-502 AX 5394 5412 5447 5592 5521 5497 736A 12/4/1970 AX 502Slab AX 5712 5606 5677 5532 5514 5571 737 12/4/1970 AX-502 AX 5783 5748 5659 5645 5705 5695 Cols Elev. 103C AX 310A, AX 743 3/4/1971 AX 6278 6314 6720 5829 5956 6144 321A 744 3/11/1971 AX 402 "B" SlA8 AX 5818 5765 5783 6158 6179 6080 Parapet Walls AX 405, 406-745 3/18/1971 AX 5482 4669 5588 5914 5503 5457 1044'-0" AX Pads RM69AC-33, VA-17, 747 3/26/1971 AX 5465 5500 5748 5397 5341 5394 VA-18 748 4/2/1971 AX 180 A 181A, 181B Walls AX 5252 5412 5323 5511 5475 5447 AX123C Wall, AX310C, 321C 749 4/5/1971 AX 5606 5412 5270 5468 5401 5405 Cols.
750 4/9/1971 AX 18651AB AX 5040 4793 4722 5330 5224 5047 751 4/16/1971 AX 181-B Wall & Col. AX321D AX 5129 5500 5500 4991 5037 5129 752 4/19/1971 AX 180CWa11 AX 4704 4757 4704 5111 5118 5033 766 4/26/1971 AX225b, 226b, 410a AX 5677 6154 6013 5068 5199 5461 767 4/26/1971 AX225b, 226b, 410a AX 6278 6561 6933 5765 6137 6388 768 4/27/1971 AX187a Slab AX188stairs AX 6048 6119 6137 6367 6388 6360 769 4/29/1971 AX 187b AX 6384 5907 6243 6324 6119 6158 770 5/6/1971 AX 85 Pad AX 7145 6738 7092 6363 6483 6625 775 5/17/1971 AX-411A, 123d, 122C walls AX 6172 6137 6172 6678 6657 6462
Calculation No.: FC08499 Rev. O Page 41 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete 11- 28 Day Lab lll-28Daylab IV- 28 Day lab External Subgrade 5 Consecutive Rolling 5 Consewtive Rolling S Consea.itive Rolling Set# Cylinders AX =Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Walll(F/N) Average I (psi) Average II (psi) Average Ill (psi)
Cast RP= Reactor Plant 776 5/17/1971 AX-411A, 123d, 122C walls AX 6526 6402 6402 6420 6282 6328 780 5/24/1971 AX 502 AX 86 Wall AX 6455 6119 6225 Y(7895) 6391 6381 6321 781 5/26/1971 AX30lb, 304C, 183b AX 6013 6084 6314 6243 6179 6151 782 5/27/1971 AX41Clb AX 5535 5465 5270 6034 5882 5734 783 6/3/1971 AX314, 322, AX313a Walls AX 6190 6137 6261 5755 5719 5865 784 6/4/1971 Curb AX 400 B.C.D AX 6031 6190 5942 5978 6162 6112 785 8/5/1971 AX104C&D AX 5465 5836 5907 5978 5893 5868 785A 8/5/1971 AX-104C&D AX 5907 6172 5765 5811 5857 5917 786 8/5/1971 Columns 313 B AX 5818 5412 6172 5914 5815 5868 7f':l 8/9/1971 AX 225C AX 5553 5960 5836 5744 5783 5787 788 8/12/1971 AX323Wall AX 6314 6367 6561 5967 6006 6208 789 8/13/1971 AX5DOAXS03 A AX 5500 5022 5146 6116 5953 5719 790 8/13/1971 AXSOOAXS03 A AX 5712 5695 5182 5588 5415 5351 790A 8/13/1971 AX-500A & 503A AX 5838 5889 5871 5515 5663 5695 791 8/13/1971 AX5oo&503A AX 6084 6172 5801 5773 5971 5963 792 8/17/1971 AX-226C AX 6296 6473 6261 6045 6165 6201 800 8/20/1971 AX5006&503B AX 5925 5942 5748 6151 6179 6070 801 8/24/1971 AX 411B AX 5783 5836 5624 5932 5847 5787 801A 8/24/1971 AX-411 B AX 5960 5995 5790 5840 5854 802 8/25/1971 AX-410C&225d AX 5995 5907 5801 5894 5964 5925 803 8/26/1971 1C67 PARAPITWALL AX 53C6 5447 5341 5752 5691 5560 810 8/31/1971 AXS02 Relief Panel AX 6101 6243 6278 5599 5687 5882 811 9/2/1971 AXU3E AX 5748 5695 5359 5942 6013 5865 811A 9/2/1971 AXU3E AX 5712 5801 5758 5663 5642 813 9/9/1971 AX 501 & 503 (Part) AX 6119 6048 6278 5748 5920 6062 814 9/9/1971 AX 501&503 (Part) AX 6296 6190 6101 6185 6186 6183 Pressure Panels Elev. 1036 815 9/10/1971 AX 5217 5465 5571 6016 5854 5709 (Ax Bldg.)
816 9/15/1971 AX 2260 (Wall) AX 6278 6225 6225 5726 5751 5953 818 9/16/1971 AX411CWall AX 5925 6508 6367 6045 6232 6250 1057' Parapets-AX 51'.6, 514, 820 9/22/1971 AX 5518 5482 5500 6109 5960 5f':/5 515, 516 & 507 821 9/23/1971 AX116 AX 6066 6314 6261 5787 5776 5925 825 9/29/1971 AX-122DWall AX 6066 6101 5925 6041 6162 6133 826 9/30/1971 AX 123 FWall AX 5818 5642 6013 6034 5910 5900 830 10/7/1971 AX412B AX 5305 5164 5359 5741 5588 5497 832 10/12/1971 AX 206 and Pads AX 6296 6544 6314 5627 5734 5935 834 10/14/1971 AX 6DOA AX 6508 6526 6650 6204 6438 6508 835 10/14/1971 AX 6DOA AX 6685 6756 6508 6537 6625 6625 VA-151A, B, C and D RM. 82 836 10/15/1971 AX 5624 5978 5730 6445 6310 6119 Ax. Bldg. El. 1036 837 10/15/1971 AX 112C AX 6048 6207 6261 5978 5917 6045 839 10/22/1971 AX 413b AX 7481 7446 7375 6345 6689 6954 1C67 Roof B.0.5 Pipe Sieve E.
840 10/26/1971 AX 6172 6402 6473 6947 6975 6774 Aux. Bldg.
844 10/29/1971 AX 122C AX 6207 6384 6172 6526 6328 6328 845 11/2/1971 AX-600B AX 6437 6473 6314 6335 6335 6356 846' 11/2/1971 AX-600B AX 6720 6384 6738 6423 6466 6526 847 11/4/1971 AX-1606 and AX-204 AX 6455 6314 6243 6522 6522 6427
Calculation No.: FC08499 Rev. 0 Page 42 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete ll-2BDaylab 111-28Day Lab IV- 28 Day Lab External Subgrade 5 Conserutive Rolling s Consecutive Rolling 5 Consecutive Rolling Set# Cylinders AX =Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Wall7(F/NJ Average I (psi) Average II (psi) Average Ill (psi)
Cast RP= Reactor Plant 849 11/5/1971 1044 Roof B.o.s. Ax. Bldg. AX 5801 5889 6137 6310 6140 6077 851 11/10/1971 AX-605 Parapet Wall AX 6137 6402 6331 60U 6073 6179 852 11/11/1971 AX-600C AX 5217 5323 5535 6045 5882 5762 853 11/11/1971 AX-600C AX 5359 6243 5942 5553 5535 5680 854 11/11/1971 AX-114b and c AX 6137 5818 6225 Y(7873) 5843 5900 6073 855 11/17/1971 AX114 a & d wall AX 5712 6685 6597 y (7873) 5967 6115 6207 856 11/19/1971 AX 89Slab AX 5571 5695 5712 6158 6052 6052 857 11/24/1971 AX 90Stairs AX 6207 6243 6048 5956 5886 5981 858 12/2/1971 AX 7169 B/O in AX 316 Wall AX 5164 5649 5288 5875 5862 5678 860 12/13/1971 AX 139Wall AX 5642 5571 5129 5558 5463 5456 861 12/14/1971 AX 114d AX 5606 5642 5217 5447 5518 5433 862 12/23/1971 AX 114e Slab AX 4651 4899 4863 5249 5203 5054 863 12/23/1971 AX 70808/0 AX 5394 5022 5058 5005 4966 5047 866 1/l3/19n AX-192 AX-1836b 304a, 191a AX 6013 5960 5801 5270 5489 5571 AX 7008 B/O's 1, 2, 3 AX7009 869 1/19/1972 AX 5748 5748 5730 5716 5854 5797 B/O's 1, 2, 3 872 1/26/1972 AX304A AX 6119 6455 6172 5829 5960 6045 873 2/1/1972 AX191C AX 5588 5942 5659 6013 6055 5963 875 2/4/1972 AX193 AX 5978 6420 5836 5868 5917 5967 AX225C, VA-69, AX411b, 876 2/9/1972 AX 5518 5164 5235 5882 5783 5635 AX234b 878 2/11/1972 AX325a, 326a, 327a (Walls) AX 4916 5093 5058 5334 5185 5093 879 3/1/1972 AX191b and d AX 6314 6349 6331 5323 5546 5829 880 3/1/1972 AX325b, 326b, 327b and c AX 6190 6331 6225 6048 6303 6285 881 3/2/1972 AX7024-1 B/Os AX 5252 5288 5199 6066 5857 5659 882 3/9/1972 AX B/Os 7019-3 Rm's 4-15 AX 4686 5076 5429 5330 5100 5136 883 3/15/1972 AX B/Os 7019-11 AX 5925 6031 5905 5263 5429 5673 884 3/20/1972 AX 191-E, 304 Band 324-A AX 6614 6154 6402 5981 6126 6221 885 3/22/19n AX B/Os 7003-1 AX 5730 5624 5659 6161 6105 5914 886 3/29/1972 AX 8/0s 7056-1, 2, 3, 4, 5 AX 6048 5394 5695 5893 5691 5684 887 3/30/1972 AX324b, 504 AX 6367 6048 6526 5833 5910 6006 888 4/5/1972 AX 505, 514, 516 Parapets AX 5712 5730 5925 6070 6077 5988 AX B/OS 70281, 7, 8410 & AX 890 4/10/1972 AX 5836 5659 5925 5946 5772 5815 38a, b, c AX B/05 7028-3, 5, 6, 7, 15, 891 4/12/1972 AX 5500 5518 5588 5769 5688 5638 18, 19, 20, 22 AX B/OS 7153-5 7153-3, 5 892 4/18/1972 AX 5500 5659 5780 5606 5553 5609 7014-1, 2, 3, 4 7015-1, 2, 3, 5 B/OS 7463-1to12 893 4/19/1972 RP15A Stair & Curb AX 5288 5359 5659 5563 5517 5549 AX B/OS 7059-5, 7, 8 AX B/OS 7059-2, 3, 6 7066-10 894 4/26/1972 AX 5925 5995 6066 5602 5645 5801 7030-2, 3 7061-2 895 4/27/1972 AX114Slab AX 7003 6544 6632 6130 6307 6448 AX B/OS 703().1, 6, 7, 14 7029-897 5/3/1972 AX 5765 5810 5836 6402 6351 6117 5, 77039-7 AX114 BStairs
Calculation No.: FC08499 Rev. O Page 43of133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete II- 2B Day Lab lll-2BDaylab IV- 28 Day Lab External Subgrade 5 Conserutive Rolling 5 Conserutive Rolling 5 Conserutive Rolling Set# Cylinders AX =Auxillarv Building, Placement Strength (psi) Strength (psi) Strength (psi) Walll(F/N) Average I (psi) Average II (psi) Average Ill (psi) cast RP =Reactor Plant 898 5/4/1972 AX B/O 706().1 AX S359 S022 S()l2 5880 5558 5414 AX B/OS 7028-1, 11, 12 7029-899 5/10/1972 AX 5288 5022 5341 5309 5147 5143 1,2,3,4,5,7,8,9 AX B/OS 7023-77025-2, 3, 5, 6 900 5/11/1972 AX 4510 4686 4669 5()11 4969 4846 7017-1 AX B/OS 7021-17018-87019-901 5/16/1972 AX 4899 5146 Sffi8 4821 4782 4892 26 7025-3 703&-9 AX B/OS 7146-1 7174-1 7147-2 902 5/18/1972 AX 4174 4757 4651 4789 4807 4757 to7 The rolling average minimum and 20% passing limit are included in Section 6.0 of this calculation.
Calculation No.: FC08499 Rev. 0 Page 44of133 Evaluation of FCS Concrete Compressive Strength Test Data Calculate Rolling Average Minimum for 3 Consecutive Tests and 10% Passing Limit - Case 2 Date Building Code Location of Concrete 11-28Daylab lll-28Daylab IV- 28 Day Lab External Subgrade 3 Consecutive Rolling 3 Consecutive Rolling 3Consecutive Rolling Set# Cylinders AX= Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Wall?(F/N) Average I (psi} Average II (psi) Average Ill (psi)
Cast RP= Reactor Plant Wall W-3 Part #3 Auxiliary 45 2/19/1969 AX 6544 6968 7163 6892 Building 51 2/28/1969 Auxiliary Building Wall W-1 AX 6827 6579 6296 6986 6856 6567 52 2/28/1969 Auxiliary Building Wall W-1 AX 7074 7U7 7286 6650 6832 7162 121 5/8/1969 SlabSS-lAuxiliary Bldg. AX 6650 6667 6950 7021 6868 6756 122 5/8/1969 SlabSS-lAuxiliary Bldg. AX 7021 7003 7074 6879 6991 7033 123 5/8/1969 Slab 55-1 Auxiliary Bldg. AX 6827 6667 6720 6968 6856 6738 124 5/8/1969 Slab55-1Auxiliary Bldg. AX 6261 6667 6367 6549 6549 6432 125 5/8/1969 SlabSS-lAuxiliary Bldg. AX 6827 6137 6667 6620 6444 6544 126 5/8/1969 Slab 55-lAuxiliary Bldg. AX 7286 7251 6986 6697 7068 7174 127 5/8/1969 Slab 55-1 Auxiliary Bldg. AX 6544 6650 6420 6927 6727 6538 179 6/6/1969 Aux. M-7 AX 5801 5588 5606 6290 5936 5665 180 6/6/1969 Aux. M-7 AX 7499 7622 7304 6231 6909 7475 181 6/6/1969 Aux. M-7 AX 7127 7110 6968 7351 7180 7068 182 6/6/1969 Aux. M-7 AX 7092 6402 7166 7167 6821 6850 183 6/6/1969 Aux. M-7 AX 7339 6473 6809 6932 6956 6874 184 6/6/1969 Aux M-7 AX 6066 6367 6278 6449 6414 6237 185 6/6/1969 Aux M-7 AX 6544 6720 6650 6396 6514 6638 186 6/6/1969 Aux M-7 AX 6880 6880 6720 6750 6803 6827 187 6/6/1969 Aux M-7 AX 7110 7180 7003 6903 7003 7098 188 6/6/1969 Aux M-7 AX 7110 6915 7216 7098 7009 7080 189 6/9/1969 Aux17&18 AX 7003 7428 7074 7045 7216 7168 206 6/13/1969 Aux Building M-6 AX 7463 7145 7835 7322 7227 7481 207 6/13/1969 Aux Building M-6 AX 7251 7163 7145 7410 7416 7186 208 6/13/1969 Aux Building M-6 AX 7251 7251 7145 7186 7216 7216 209 6/13/1969 Aux Building M-6 AX 7905 6933 7463 7434 7328 7434 210 6/13/1969 Aux Building M-6 AX 7782 7491 7835 7393 7579 7703 211 6/13/1969 Aux Building M-6 AX 6667 7446 7322 7331 7316 7145 212 6/13/1969 Aux Building M-6 AX 7640 7092 7082 7469 7351 7271 213 6/13/1969 Aux Building M-6 AX 7499 7640 7299 7224 7407 7646 258 6/25/1969 M8Aux Mat AX 6296 6154 6154 7245 6750 6201 259 6/25/1969 M8AuxMat AX 6119 6225 6084 6142 6166 6143 260 6/25/1969 M8Aux Mat AX 6437 6915 6597 6249 6479 6650 261 6/25/1969 MS Aux Mat AX 6827 6667 6720 6780 6697 6738 262 6/25/1969 MS Aux Mat AX 6420 6243 6402 6602 6461 6355 263 6/25/1969 MS Aux Mat AX 6048 6084 6632 6231 6178 6255 264 6/25/1969 MB Aux Mat AX 5500 5801 5659 6072 5978 5653 265 6/25/1969 M8Aux Mat AX 6331 6225 6597 5930 6072 6384 284 7/2/1970 AX51Wall AX 6066 5889 6225 6296 6184 6060 288 7/11/1970 AX56 AX 6455 6437 6420 6190 6372 6437 292 7/18/1970 AX40&41 AX 5854 5783 5889 6237 6019 5842
Calculation No.: FC08499 Rev. 0 Page 45 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete ll-28Daylab 111-28Daylab IV - 28 Day Lab External Subgrade 3 Conserutive Rolling 3 Conserutive Rolling 3 Consecutive Rolling Set# cylinders AX =Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Walll(F/N) Average I (psi) Average II (psi) Average Ill (psi)
Cast RP= Reactor Plant 303 7/22/1969 AX-53 AX 6101 6296 6013 5924 6095 6137 306 7/23/1969 AX60Wall AX 5995 6897 6314 6101 6302 6402 322 8/13/1969 AX-44 AX 5535 5624 5712 6249 5824 5624 336 8/21/1969 AX54 AX 5979 5995 6048 5n2 5895 6007 342 8/22/1969 AX61AWall AX 5801 5871 5765 5948 5907 5812 343 8/26/1969 AX47Wall AX 5801 5889 5871 5812 5818 5854 345 8/28/1969 AX37 &37a AX 6119 5889 5925 5960 5960 5978 346 9/2/1969 AX45 AX 5871 6172 5801 5895 5989 5948 348 9/5/1969 AX71 AX 6561 6384 6207 6178 6249 6384 349 9/9/1969 AX36&37b AX 6349 6384 6420 6313 6313 6384 367 9/15/1969 AX62, 63, 64 AX 5412 5323 5518 6072 5718 5418 373 9/19/1969 AX3 AX 6278 5889 5801 5706 5895 5989 374 9/19/1969 AX7851ab AX 5871 5889 5889 5854 5854 5883 375 9/19/1969 AX24 AX 6119 5854 6172 5966 5954 6048 376 9/22/1969 AX58 AX 6207 6367 6084 6078 6249 6219 379 9/24/1969 AX-16 AX 6137 6013 6207 6196 6078 6119 396 9/30/1969 AX-15 AX 5907 6031 5978 6042 6048 5972 397 10/1/1969 AX-31 AX 6154 6172 6367 6054 6101 6231 400 10/3/1969 AX27Wall AX 5960 5518 5482 6166 5948 5653 416 10/21/1969 AX9B AX 6331 5588 5960 5n7 5800 5960 417 10/21/1969 AX22 AX 5978 6137 4934 5842 6025 5683 420 10/27/1969 AX-25 AX 6013 6101 6084 5695 5683 6066 422 10/29/1969 AX 105Slab AX 6296 6261 6137 6160 6214 6231 424 11/3/1969 AX-9A Wal AX 5642 5482 5925 6013 5754 5683 428 11/7/1969 AX 107 Slab AX 5748 5942 5871 5718 5872 5854 429 11/10/1969 AX 138, 143, 144, 146 AX 5871 6154 6101 5895 5965 6042 430 11/10/1969 AX 138, 143, 144, 146 AX 4n5 4969 5235 5677 5282 4993 431 11/10/1969 AX 138, 143, 144, 146 AX 6367 6650 6720 5524 6084 6579 432 11/11/1969 AX-21 Wall AX 6968 7145 7145 6n9 6944 7086 440 11/15/1969 AX-lOOSlab AX 6013 6225 6013 6768 6461 6084 441 11/15/1969 AX-lOOSlab AX 6597 6473 6437 6278 6361 6502 446 11/18/1969 AX-19Wall AX 6526 6720 6632 6479 6561 6626 449 11/20/1969 AX-20Wall AX 6031 6207 6048 6461 6290 6095 455 11/21/1969 AX-5Wall AX 7254 6968 7127 6503 6757 7116 456 11/21/1969 AX-175 & 176Wall AX 6084 6473 6544 6726 6561 6367 458 11/24/1969 AX-104 8 AX 7003 6986 6632 6673 6844 6874 460 11/25/1969 AX-106Slab AX 6473 5978 6544 6697 6361 6332 461 11/25/1969 AX-106Slab AX 6154 6420 6190 6225 6373 6255 462 11/25/1969 AX-l06Slab AX 6402 6561 6384 6337 6384 6449 464 11/29/1969 AX-101Slab AX 6154 6473 6154 6366 6337 6260 465 11/29/1969 AX-101Slab AX 6579 6508 6614 6402 6414 6567 467 12/2/1969 AXlnAWall AX 6720 6561 6738 6614 6632 6673 468 12/5/1969 AX-246Wa11 AX 6296 6508 6597 6532 6514 6467 469 12/5/1969 AX-246Warl AX 6013 6084 6013 6373 6231 6037 475 12/12/1969 AX-1 AX 5942 6013 5482 6013 5989 5812
Calculation No.: FC08499 Rev. 0 Page 46 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete II- 2BDay Lab 111- 28 Day Lab IV - 28 Day Lab External Subgrade 3 Conserutive Rolling 3 Conseootive Rolling 3 Consecutive Rolling Set# Cylinders PX =Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Walll(F/N) Average I (psi) Average II (psi) Average Ill (psi)
Cast RP= Reactor Plant 476 12/12/1969 AX-1 AX 6172 6349 6172 5889 6001 6231 477 12/12/1969 AX-1 AX 6225 6367 6473 6249 6255 6355 478 12/12/1969 AX-1 AX 5836 5871 5500 6225 6060 5736 479 12/12/1969 AX-1 AX 6473 5854 5854 5948 5942 6060 480 12/15/1969 AX-174A AX 6119 6384 6314 5942 6119 6272 481 12/16/1969 AX - 166 - 167 Wall AX 6614 6756 6650 6437 6561 6673 484 12/19/1969 AX-1756& 1768Wall AX 5801 5677 5341 6402 6043 5606 485 12/22/1969 AX-161Walls AX 5871 5730 6031 5630 5647 5877 490 1/7/1970 AX-102 & 103 AX 6437 6367 6544 6066 6278 6449 491 1/7/1970 AX-102&103 AX 6084 6084 6013 6332 6237 6060 492 1/7/1970 AX-102 &103 AX 5553 5518 5730 5883 5695 5600 493 1/7/1970 AX-102&103 AX 6137 6367 6084 5795 6078 6196 494 1/7/1970 AX-102 &103 AX 5871 5765 6013 6107 5907 5883 495 1/8/1970 AX-102 & 103 AX 5871 5907 5889 5883 5930 5889 496 1/8/1970 AX-102 & 103 AX 5659 5553 5624 5818 5700 5612 498 1/13/1970 AX-154-165 AX 6261 6013 6526 5813 5966 6267 499 1/14/1970 AX 109 AX 5818 5588 5730 6ll9 5977 5712 500 1/15/1970 AX 163 AX 6526 6685 6614 5948 6314 6608 501 1/16/1970 AX 159 AX 6084 6119 5942 6461 6272 6048 504 1/26/1970 AX 108Slab AX 5659 5695 5801 5907 5765 5718 507 1/28/1970 AX-153Wall AX 5518 5394 5642 5671 5571 5518 508 1/30/1970 AX-142Wall AX 6066 5677 5730 5701 5795 5824 509 2/6/1970 AX-137Wall AX 5925 5907 5642 5777 5854 5825 529 4/8/1970 AX141Wall AX 6119 5907 6314 5889 5889 6113 532 4/14/1970 AX140Wall AX 6225 6190 6101 6149 6243 6172 533 4/15/1970 AX-2 AX 6349 6278 6420 6213 6243 6349 534 4/15/1970 AX-2 AX 6437 6490 6437 6378 6449 6455 535 4/15/1970 AX-2 AX 6243 6402 6314 6390 6361 6320 537 4/22/1970 AX 149 AX 6579 6172 6773 6432 6355 6508 538 4/23/1970 AX 138 AX 6402 6650 6703 6449 6608 6585 540 4/28/1970 AX-29dwall AX 6013 6154 6225 6455 6290 6131 543 5/1/1970 AX 136A AX 6933 7003 6968 6437 6720 6968 544 5/4/1970 AX-110 AX 6614 6791 6402 6862 6791 6602 545 5/4/1970 AX.-110 AX 6243 6367 6190 6479 6337 6267 546 5/4/1970 AX-110 AX 6261 6561 6508 6273 6337 6443 547 5/4/1970 AX-110 AX 6437 6296 6544 6502 6414 6426 548 5/5/1970 AX-170 & 172 AX 6261 6490 6473 6367 6432 6408 550 5/6/1970 AX-200 AX 6278 6190 6031 6414 6314 6166 551 5/6/1970 AX-200 AX 6579 6119 6437 6267 6243 6378 554 5/8/1970 AX 121AS1ab AX 5659 5978 5836 6072 6025 5824 555 5/12/1970 AX147 AX 6048 5801 5783 5954 5895 5877 561 5/26/1970 AX-127 AX 5942 5836 5871 5842 5854 5883 580 6/4/1970 AX i l l & 132 AX 6172 6154 6101 5960 6066 6142 581 6/4/1970 AX i l l & 132 AX 6225 6137 5854 6160 6154 6072 589 6/10/1970 AX - 123a & AX130..b AX 6119 6261 6066 6037 6078 6149
Calculation No.: FC08499 Rev. 0 Page 47 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete ll-28Daylab 111-28Daylab IV- 28 Day lab External Subgrade 3 Consecutive Rolling 3 Consea.itive Rolling 3 Consecutive Rolling Set# Cylinders AX= Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Wall?(F/N) Average I (psi) Average II (psi) Average Ill (psi) cast RP =Reactor Plant 594 6/16/1970 AX-111 AX 5854 5960 5730 6060 5960 5848 595 6/16/1970 AX-111 AX 6031 6119 5942 5907 5960 6031 596 6/18/1970 AX-130 AX 6119 6314 6190 6060 6125 6208 600 6/22/1970 AX-124& 126 AX 6084 6331 6154 6196 6202 6190 601 6/23/1970 AX 170& 172 AX 6119 6137 6119 6201 6137 6125 602 6/24/1970 AX 212&215 AX 6827 6437 6526 6361 6461 6597 608 6/26/1970 AX133 AX 6048 5978 6225 6337 6184 6084 610 6/30/1970 AX211 AX 5978 6119 6225 6060 6107 6107 614 7/2/1970 AX - lSlb & 157b AX 6278 5765 5960 6207 6089 6001 618 7/7/1970 AX 1516 + 1576 AX 6207 5907 5925 5977 6025 6013 619 7/10/1970 AX-134WALL AX 5871 5748 6119 5901 5848 5913 620 7/10/1970 AX-134WALL AX 6101 6048 6207 5989 6089 6119 621 7/10/1970 AX-134WALL AX 6154 6013 5854 6136 6125 6007 622 7/10/1970 AX-134WALL AX 6190 6137 6278 6019 6060 6202 623 7/10/1970 AX-134WALL AX 6437 5960 6225 6284 6225 6207 627 7/13/1970 AX-202 A AX 6437 6738 6384 6207 6467 6520 628 7/13/1970 AX-202 A AX 5889 5642 5836 6337 5972 5789 629 7/13/1970 AX-202A AX 6296 6119 5995 5925 6084 6137 630 7/13/1970 AX-202 A AX 6738 6526 6614 6284 6420 6626 631 7/14/1970 AX210a AX 6190 6190 5995 6443 6331 6125 637 7/16/1970 AX 171+ 179 AX 5871 5642 5836 6019 5836 5783 641 7/17/1970 AX-150 AX 5748 5907 5925 5742 5830 5860 643 7/22/1970 AX201 AX 6013 6190 6172 5948 6043 6125 644 7/22/1970 AX201 AX 6402 6402 6437 6255 6325 6414 645 7/22/1970 AX 148 AX 6278 6278 6084 6372 6331 6213 647 7/24/1970 AX-184A AX 5712 5164 5465 6025 5653 5447 648 7/27/1970 AX-113 AX 5942 6013 5571 5524 5807 5842 649 7/27/1970 AX-113 AX 5871 6048 5960 5818 5830 5960 654 7/30/1970 AX-214 AX 5783 5801 5394 5930 5848 5659 655 7/31/1970 AX-218, 220, 223 AX 5695 5764 5447 5630 5618 5635 658 8/3/1970 AX-204 A+205A AX 5801 5642 6013 5671 5630 5819 659 8/6/1970 AX-216 +217 AX 6066 5925 6013 5907 6001 6001 660 8/6/1970 AX 168a+169 AX 5818 6296 6207 5919 6042 6107 664 8/7/1970 AX 203, 205 b AX 6261 6314 6119 6255 6261 6231 665 8/7/1970 AX 203, 20Sb AX 6172 6261 6137 6202 6184 6190 670 8/11/1970 AX-162 AX 5995 6243 6048 6131 6125 6095 671 8/13/1970 AX-182 a AX 5942 5765 5907 6078 5918 5871 674 8/20/1970 AX 1688 AX 5606 5606 5588 5759 5706 5600 678 8/27/1970 AX-221 AX 5535 5606 5341 5576 5576 5494 679 8/28/1970 AX 300a, 301a + 131a AX 5748 5748 6031 5565 5612 5842 680 8/28/1970 AX 300a, 301 a +181bl AX 5500 5553 5411 5760 5695 5488 683 9/10/1970 AX 122b AX 6048 5978 6402 5671 5812 6143 687 9/15/1970 AX178COL5 AX 6844 6579 6473 6408 6608 6632 689 9/21/1970 AX-225A + 226A AX 5765 6261 6544 6272 6166 6190 690 9/21/1970 AX*225A + 226A AX 6190 5942 6084 6332 6225 6072
Calculation No.: FC08499 Rev. O Page 48 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete ll-28Daylab lll-28Day Lab IV- 28 Day Lab External Subgrade 3 Conserutive Rolling 3 Conserutive Rolling 3 Conserutive Rolling Set# Cylinders AX= Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Walll(F/N) Average I (psi) Average II (psi) Average Ill (psi) cast RP = Reactor Plant 692 9/23/l'J70 AX 2048 AX 6331 6314 6597 6119 6243 6414 693 9/25/1970 AX-302 AX 6119 6314 5942 6343 6343 6125 694 9/25/1970 AX-302 AX 6278 6119 6261 6178 6113 6219 695 9/25/1970 AX-1248 AX 6597 6579 6579 6326 6479 6585 696 9/29/l'J70 Ax-231 &235 AX 6296 6367 6278 6485 6414 6314 697 9/30/1970 AX 317 &233 AX 5571 5871 6066 6072 5907 5836 698 10/l/l'J70 Ax 311&312 AX 5818 5659 5712 5918 5848 5730 700 10/7/1970 Ax 234a AX 5765 5889 5801 5712 5789 5818 701 10/7/l'J70 Ax 234a AX 5730 5659 5801 5807 5730 5730 702 10/7/1970 Ax 234a AX 6084 5801 5907 5848 5895 5931 703 10/7/l'J70 Ax 234a AX 5978 6207 6190 5895 6031 6125 704 10/13/1970 AX31S AX 6437 6791 6597 6278 6473 6608 705 10/14/1970 AX 123b AX 6367 6190 5836 6585 6385 6131 706 10/20/1970 Ax 303 & AX 316 AX 6367 Gl'JO 6437 6131 6131 6331 707 10/21/1970 AX179&182b AX 6314 6367 5995 6314 6373 6225 708 10/22/1970 AX401a&402b AX 5942 6048 6190 6101 5995 6060 709 10/22/1970 AX401a&402b AX 5871 5696 5871 6036 5919 5813 713 10/29/1970 Ax 318&319 AX 6720 6723 6756 6096 6455 6750 714 10/29/1970 Ax409 AX 6420 6455 6261 6650 6544 6379 715 10/30/1970 Ax-400A AX 6190 6225 6473 6302 6225 6296 716 10/30/1970 Ax-400A AX 6455 6579 6331 6384 6502 6455 717 10/30/1970 Ax-400A AX 6048 5730 6154 6319 6036 5972 718 10/30/1970 Ax-400A AX 5995 5925 6048 5960 6025 5989 722 11/6/1970 AX 227, 228, 229 AX 6280 6225 6120 6084 6184 6208 723 ll/9/l'J70 A2312&313B AX 5854 6013 5925 6066 5996 5931 724 11/12/1970 AX 234 B AX 6296 5960 6296 6078 6060 6184 727 11/17/1970 AX 303 B AX 6296 6261 6207 6184 6284 6255 728 11/17/1970 AX 303 B AX 6119 6137 6119 61'J6 6154 6125 731 12/1/1970 AX-414 AX 5553 5553 5429 5936 5742 5512 733 12/4/1970 AX-502 AX 5889 5836 5854 5624 5718 5860 734 12/4/1970 AX-502 AX 5376 5500 5695 5689 5572 5524 734A 12/4/1970 AX 502Slab AX 5588 5765 5765 5594 5683 5706 735 12/4/1970 AX-502 AX 5571 5535 5695 5700 5624 5600 736 12/4/l'J70 AX-502 AX 5394 5412 5447 5541 5500 5418 736A 12/4/1970 AX502Slab AX 5712 5606 5677 5524 5588 5665 737 12/4/l'J70 AX-502 AX 5783 5748 5659 5689 5736 5730 Cols Elev.103C AX 310A, AX 743 3/4/1971 AX 6278 6314 6720 5895 6084 6437 321A 744 3/11/1971 AX 402 "B" SLAB AX 5818 5765 5783 6284 6101 5789 Parapet Walls AX 4CE, 406-745 3/18/l'J71 AX 5482 4669 5588 5677 5311 5246 1044'-0
AX Pads RM69AC-33, VA-17, 747 3/26/l'J71 AX 5465 5500 5748 5241 5518 5571 VA-18 748 4/2/1971 AX 180A 181A, 181BWalls AX 5252 5412 5323 5500 5471 5329 AX123C Wall, AX310C, 3llC 749 4/5/1971 AX 5606 5412 5270 5447 5447 5429 Cols.
750 4/9/1971 AX 186SLAB AX 5040 4793 4722 5241 5034 4852 751 4/16/l'J71 AX 181-B Wall & Col. AX321D AX 5129 5500 5500 4881 5117 5376 752 4/19/l'J71 AXlSOCWall AX 4704 4757 4704 5235 4987 4722
Calculation No.: FC08499 Rev. 0 Page 49 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete 11-28Daylab 111-28 Day lab IV - 28 Day Lab External Subgrade 3 Conserutive Rolling 3 Consecutive Rolling 3 Consecutive Rolling Set# Cylinders AX =Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Walll(F/N) Average I (psi) Average II (psi) Average Ill (psi) cast RP= Reactor Plant 766 4/26/l371 AX225b, 226b, 410a AX 5677 6154 6013 5046 5512 5948 767 4/26/1971 AX225b, 226b, 410a AX 6278 6561 6933 6148 6284 6591 768 4/27/1971 AX187a Slab AX188 stairs AX 6048 6119 6137 6514 6367 6101 769 4/29/1971 AX 187b AX 6384 5907 6243 6213 6143 6178 770 5/6/1971 AX 85 Pad AX 7145 6738 7092 6432 6709 6992 775 5/17/1971 AX-411A, 123d, 122C walls AX 6172 6137 6172 6667 6467 6160 776 5/17/1971 AX-411A, 123d, 122C walls AX 6526 6402 6402 6278 6367 6443 781 5/26/1971 AX30lb, 304C, 183b AX 6013 6084 6314 6272 6166 6137 782 5/27/l371 AX410b AX 5535 5465 5270 5978 5771 5423 783 6/3/1971 AX314, 322, AX313a Walls AX 6190 6137 6261 5642 5866 6196 784 6/4/1971 CurbAX400B.C.D AX 6031 6190 5942 6143 6161 6054 785 8/5/1971 AX104C&D AX 5465 5836 5907 5866 5748 5736 785A 8/5/1971 AX-104C&D AX 5907 6172 5765 5883 5995 5948 786 8/5/1971 Columns 313 B AX 5818 5412 6172 5918 5665 5801 787 8/9/1971 AX225C AX 5553 5960 5836 5712 5895 5783 788 8/12/1971 AX323Wall AX 6314 6367 6561 6037 6172 6414 789 8/13/1971 AX5DOAXS03 A AX 5500 5022 5146 6143 5694 5223 790 8/13/l371 AX5DOAX503 A AX 57U 5695 5182 5293 5518 5530 790A 8/13/1971 AX-500A & 503A AX 5838 5889 5871 5572 5636 5866 791 8/13/1971 AX5oo&503A AX 6084 6172 5801 5948 6042 6019 792 8/17/1971 AX-226C AX 6296 6473 6261 6090 6190 6343 800 8/20/1971 AX500B&503B AX 5925 5942 5748 6220 6043 5872 801 8/24/1971 AX411B AX 5783 5836 5624 5824 5789 5748 801A 8/24/1971 AX-411 B AX 5960 5995 5807 5860 5978 802 8/25/1971 AX-410C&225d AX 5995 5907 5801 5995 5951 5901 803 8/26/1971 1057 PARAPET WALL AX 5305 5447 5341 5671 5518 5364 810 8/31/l371 AX502 Relief Panel AX 6101 6243 6278 5630 5895 6207 811 9/2/1971 AX123 E AX 5748 5695 5359 6090 5907 5601 BllA 9/2/1971 AXU3E AX 5712 5801 5589 5624 5757 813 9/9/1971 AX501&503(P*rt) AX 6119 6048 6278 5960 6084 6148 814 9/9/1971 AX501 &503 (P*rt) AX 6296 6190 6101 6207 6255 6196 Pressure Panels Elev. 1036 815 9/10/1971 AX 5217 5465 5571 5836 5594 5418 (Ax Bldg.)
816 9/15/l371 AX 2260 (W*ll) AX 6278 6225 6225 5n1 6025 6243 818 9/16/1971 AX411CWall AX 5925 6508 6367 6U5 6219 6267 1057' Parapets-AX 505, 514, 820 9/22/1971 AX 5518 5482 5500 6131 5789 5500 515, 516 & 507 821 9/23/l371 AX116 AX 6066 6314 6261 5683 5960 6214 825 9/29/l371 AX-122DWall AX 6066 6101 5925 6214 6143 6031 826 9/30/1971 AX 123 FWall AX 5818 5642 6013 5948 5795 5824 830 10/7/l371 AX412B AX 5305 5164 5359 5653 5494 5276 832 10/U/1971 AX 206 and Pads AX 6296 6544 6314 5606 6066 6385 834 10/14/1971 AX6DOA AX 6508 6526 6650 6455 6449 6561 835 10/14/1971 AX6DOA AX 6685 6756 6508 6620 6697 6650 VA-151A, B, C and D RM. 82 836 10/15/1971 AX 5624 5978 5730 6296 6037 5777 Ax. Bldg. El. 1036 837 10/15/1971 AX 112C AX 6048 6207 6261 5919 5995 6172 839 10/22/1971 AX413b AX 7481 7446 7375 6650 7063 7434
Calculation No.: FC08499 Rev. 0 Page 50 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete ll-28Daylab lll-28Daylab IV- 28 Day Lab External Subgrade 3 Consecutive Rolling 3Consecutive Rolling 3 Consecutive Rolling Set# Cylinders AX= Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Walll(F/N) Average I (psi) Average II (psi) Average Ill (psi)
Cast RP = Reactor Plant 1057 Roof B.O.S Pipe Sieve E.
840 10/26/1971 AX 6172 6402 6473 6998 6650 6349 Aux. Bldg.
844 10/29/1971 AX 122C AX 6207 6384 6172 6361 6355 6254 845 11/2/1971 AX-6008 AX 6437 6473 6314 6331 6361 6408 846 11/2/1971 AX-6008 AX 6720 6384 6738 6502 6473 6614 847 11/4/1971 AX-1608 and AX-204 AX 6455 6314 6243 6526 6502 6337 849 11/5/1971 1044 Roof B.O.S. Ax. Bldg. AX 5801 5889 6137 6119 5978 5942 851 11/10/1971 AX-6C6 Parapet Wall AX 6137 6402 6331 6054 6225 6290 852 11/11/1971 AX-600C AX 5217 5323 5535 5983 5624 5358 853 11/11/1971 AX-600C AX 5359 6243 5942 5406 5712 5848 856 11/19/1971 AX89Slab AX 5571 5695 5712 5919 5736 5659 857 11/24/1971 AX 90Stairs AX 6207 6243 6048 5871 6054 6166 858 12/2/1971 AX 7169 B/O in AX 316 Wall AX 5164 5649 5288 5818 5620 5367 860 12/13/1971 AX139Wall AX 5642 5571 5129 5526 5500 5447 861 12/14/1971 AX 114d AX 5606 5642 5217 5435 5459 5488 862 12/23/1971 AX 114e Slab AX 4651 4899 4863 5170 4922 4804 863 12/23/1971 AX 7080 8/0 AX 5394 5022 5058 5052 5093 5158 866 1/13/1972 AX-192 AX-1836b 304a, 191a AX 6013 5960 5801 5364 5677 5925 AX 7008 8/0's l, 2, 3 AX7009 869 1/19/1972 AX 5748 5748 5730 5836 5766 5742 8/0's 1, 2, 3 872 1/26/1972 AX304A AX 6119 6455 6172 5866 6101 6249 873 2/1/1972 AX191C AX 5588 5942 5659 6072 5901 5730 875 2/4/1972 AX193 AX 5978 6420 5836 5860 6019 6078 AX225C, YA-69,AX4llb, 876 2/9/1972 AX 5518 5164 5235 5925 5506 5306 AX234b 878 2/11/1972 AX32Sa, 326a, 327a (Wal Is) AX 4916 5093 5058 5105 5081 5022 879 3/1/1972 AX191 band d AX 6314 6349 6331 5488 5907 6331 880 3/1/1972 AX32Sb, 326b, 327b and c AX 6190 6331 6225 6290 6284 6249 881 3/2/1972 AX7024-1 B/Os AX 5252 5288 5199 5936 5588 5246 882 3/9/1972 AX B/Os 7019-3 Rm's 4-15 AX 4686 5076 5429 5058 4987 5064 883 3/15/1972 AX B/Os 7019-11 AX 5925 6031 5905 54n 5795 5954 884 3/20/1972 AX 191-E, 304 Band 324-A AX 6614 6154 6402 6183 6224 6390 885 3/22/1972 AX 8/0s 7003-1 AX 5730 5624 5659 6095 5919 5671 886 3/29/1972 AX B/Os 7056-1, 2, 3, 4, 5 AX 6048 5394 5695 5n1 5700 5712 887 3/30/1972 AX 324b, 504 AX 6367 6048 6526 5819 6037 6314 888 4/5/1972 AX 505, 514, 516 Parapets AX 5712 5730 5925 6095 5989 5789 AX 8/05 70281, 7, 8 410 & AX 890 4/10/1972 AX 5836 5659 5925 5830 5807 5807 38a, b, c AX 8/05 7028-3, 5, 6, 7, 15, 891 4/12/1972 AX 5500 5518 5588 5695 5648 5535 18, 19, 20, 22 AX 8/05 7153-5 7153-3, 5 892 4/18/1972 AX 5500 5659 5780 5535 5582 5646 7014-1, 2, 3, 4 7015-1, 2, 3, 5 B/OS 7463-1to12 893 4/19/1972 RPlSA Stair & Curb AX 5288 5359 5659 5576 5476 5435 AX 8/05 7053-5, 7, 8 AX 8/05 7053-2, 3, 6 7066-10 894 4/26/1972 AX 5925 5995 6066 5648 5860 5995 7030-2, 3 7061-2
Calculation No.: FC08499 Rev. O Page 51 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete ll-28Daylab lll-28Day Lab IV- 28 Day Lab External Subgrade 3 Conserutive Rolling 3 Conserutive Rolling 3 Consecutive Rolling Set# Cylinders AX=Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Walll(F/N) Average I (psi) Average II (psi) Average Ill (psi)
Cast RP= Reactor Plant 895 4/27/1972 AX114Slab AX 7003 6544 6632 6355 6538 6726 AX 8/05 7030-1, 6, 7, 14 7029-897 5/3/1972 AX 5765 5810 5836 6314 6069 5804 5, 7703g...7 AX114 BStairs 898 5/4/1972 AX B/O 7060-1 AX 5359 5022 5042 5668 5406 5141 AX B/05 7028-1, 11, 12 7029-899 5/10/1972 AX 5288 5022 5341 5117 5117 5217 1,2,3,4,5,7,8,9 AX B/057023-77025-2, 3, 5, 6 900 5/11/1972 AX 4510 4686 4669 4958 4846 4622 7017-1 AX B/05 7021-17018-87019-901 5/16/1972 AX 4899 5146 5058 4751 4905 5034 26 7025-3 7038-9 AX B/05 7146-1 7174-1 7147-2 902 5/18/1972 AX 4174 4757 4651 4793 4663 4527 to7 The rolling average minimum and 10% passing limit are included in Section 6.0 of this calculation.
Calculation No.: FC08499 Rev. 0 Page 52of133 Evaluation of FCS Concrete Compressive Strength Test Data Calculate Rolling Average Minimum for 5 Consecutive Tests and 20% Passing Limit - Case 2 Date Building Code Location of Concrete ll-28Daylab lll-28Daylab IV- 28 Day Lab External Subgrade 5 Consea.itive Rolling 5 Consecutive Rolling 5 Consecutive Rolling Set# Cylinders AX= Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Walll(F/N) Average I (psi) Average II (psi) Average Ill (psi) cast RP =Reactor Plant Wall W-3 Part #3 Auxiliary 45 2/19/l!J69 AY. 6544 6968 7163 Building 51 2/28/1969 Auxiliary Building Wall W-1 AY. 6827 6579 6296 6816 6767 52 2/28/l!J69 Auxiliary Building Wall W-1 AX 7074 7127 7286 6788 6781 6872 121 5/8/1969 Slab 55-lAuxiliary Bldg. AY. 6650 6667 6950 6887 6961 6936 122 5/8/1969 Slab 55-lAuxiliary Bldg. AX 7021 7003 7074 6915 6858 6943 123 5/8/1969 Slab 55-lAuxiliary Bldg. AX 6827 6667 6720 6975 6918 6858 124 5/8/1969 Slab55-1Auxiliary Bldg. AY. 6261 6667 6367 6710 6628 6536 125 5/8/1969 Slab 55-1 Auxiliary Bldg, AY. 6827 6137 6667 6568 6452 6533 126 5/8/1969 Slab 55-1 Auxiliary Bldg. AX 7286 7251 6986 6657 6834 6865 127 5/8/1969 Slab 55-1 Auxiliary Bldg. AX 6544 6650 6420 6947 6943 6770 179 6/6/1969 Aux. M-7 AY. 5801 5588 5606 6480 6201 6013 180 6/6/1969 Aux. M-7 AX 7499 7622 7304 6183 6423 6724 181 6/6/1969 Aux. M-7 AX 7127 7110 6968 7032 7332 7226 182 6/6/1969 Aux. M-7 AY. 7092 6402 7CE6 7120 6940 6926 183 6/6/1969 Aux. M-7 AY. 7339 6473 6809 6971 6872 6816 184 6/6/1969 Aux M-7 AX 6066 6367 6278 6749 6611 6399 185 6/6/1969 Aux M-7 AX 6544 6720 6650 6413 6395 6512 186 6/6/1969 Aux M-7 AY. 6880 6880 6720 6614 6735 6770 187 6/6/1969 Aux M-7 AX 7110 7180 7003 6848 6954 6979 188 6/6/1969 Aux M-7 AX 7110 6915 7216 7025 7064 7085 189 6/9/1969 Aux 17 & 18 AY. 7003 7428 7074 7049 7134 7127 206 6/13/1969 Aux Building M-6 AX 7463 7145 7835 7237 7223 7389 207 6/13/l!J69 Aux Building M-6 AY. 7251 7163 7145 7354 7371 7308 208 6/l3/l!J69 Aux Building M-6 AY. 7251 7251 7145 7329 7212 7191 209 6/13/1969 Aux Building M-6 AX 7905 6933 7463 7339 7297 7339 210 6/13/1969 Aux Building M*6 AY. 7782 7491 7835 7446 7515 7501 211 6/13/1969 Aux Building M-6 AY. 6667 7446 7322 7448 7444 7352 212 6/13/l!J69 Aux Building M-6 AX 7640 7092 7082 7382 7233 7316 213 6/l3/l!J69 Aux Building M-6 AY. 7499 7640 7799 7327 7391 7422 258 6/25/l!J69 MS Aux Mat AX 6296 6154 6154 7263 7078 6809 259 6/25/l!J69 MS Aux Mat AX 6119 6225 6084 6504 6190 6147 260 6/25/l!J69 MS Aux Mat AX 6437 6915 6597 6204 6356 6452 261 6/25/1969 MS Aux Mat AY. 6827 6667 6720 6572 6689 6745 262 6/25/1969 MS Aux Mat AY. 6420 6243 6402 6646 6575 6490 263 6/25/1969 MS Aux Mat AX 6048 6084 6632 6367 6239 6282 264 6/25/l!J69 MS Aux Mat AX 5500 5801 5659 6133 6013 5935 265 6/25/l!J69 MS Aux Mat AX 6331 6225 6597 5985 5903 6123 284 7/2/1970 AX51Wall AX 6066 5889 6225 6176 6222 6200 288 7/ll/l!J70 AY.56 AY. 6455 6437 6420 6246 6214 6285 292 7/18/1970 AY.40&41 AY. 5854 5783 5889 6278 6l!JO 6077
Calculation No.: FC08499 Rev. 0 Page 53of133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code location of Concrete II- 28 Day Lab lll-28Day Lab IV- 28 Day lab External Subgrade 5 Consecutive Rolling 5 Consecutive Rolling 5 Consecutive Rolling Set# Cylinders AX= Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Walll(F/N) Average I (psi) Average II (psi) Average Ill (psi) cast RP= Reactor Plant 303 7/22/1969 AX-S3 AX 6101 6296 6013 6009 S985 6016 306 7/23/1969 AX60Wall AX 5995 6897 6314 6059 6260 6303 322 8/13/1969 AX-44 AX 5535 S624 5712 6151 6073 6016 336 8/21/1969 AX54 AX 5979 5995 6048 5833 5769 5872 342 8/22/1969 AX61AWall AX 5801 5871 5765 5907 5939 5896 343 8/26/1969 AX47Wall AX 5801 5889 5871 5857 5825 5839 345 8/28/1969 AX37 & 37a AX 6119 5889 5925 5889 5914 5939 346 9/2/1969 AX45 AX 5871 6172 5801 5935 5995 5932 348 9/5/1969 AX71 AX 6561 6384 6207 6066 6158 6225 349 9/9/1969 AX36 &37b AX 6349 6384 6420 6260 6377 6349 367 9/15/1969 AX62, 63, 64 AX 5412 5323 5518 6154 5978 5811 373 9/19/1969 AX3 AX 6278 5889 5801 5790 5684 5762 374 9/19/1969 AX78Slab AX 5871 5889 5889 5871 5946 5868 375 9/19/1969 AX24 AX 6119 5854 6172 5914 5924 5985 376 9/22/1969 AX58 AX 6207 6367 6084 6048 6144 6137 379 9/24/1969 AX-16 AX 6137 6013 6207 6193 6162 6162 396 9/30/1969 AX-15 AX 5907 6031 5978 6070 6059 6027 397 10/1/1969 AX-31 AX 6154 6172 6367 6055 6048 6140 400 10/3/1969 AX27Wall AX 5960 5518 5482 6126 6034 5900 416 10/21/1969 AX9B AX 6331 5588 5960 5932 5776 5776 417 10/21/1969 AX22 AX 5978 6137 4934 5868 5999 5719 420 10/27/1969 AX-25 AX 6013 6101 6084 5804 5833 5854 422 10/29/1969 AX 105 Slab AX 6296 6261 6137 5886 6151 6176 424 11/3/1969 AX-9AWal AX 5642 5482 5925 6084 5964 5889 428 11/7/1969 AX 107Slab AX 5748 5942 5871 5787 5748 5794 429 11/10/1969 AX 138, 143, 144, 146 AX 5871 6154 6101 5871 5917 5988 430 11/10/1969 AX 138, 143, 144, 146 AX 4775 4969 5235 5754 5574 5447 431 11/10/1969 AX 138, 143, 144, 146 AX 6367 6650 6720 5489 5599 5988 432 11/11/1969 AX-21 Wall AX 6968 7145 7145 6388 6770 6926 440 11/15/1969 AX-lOOSlab AX 6013 6225 6013 6798 6699 6508 441 11/15/1969 AX-lOOSlab AX 6597 6473 6437 6399 6264 6349 446 11/18/1969 AX-19Wall AX 6526 6720 6632 6409 6551 6558 449 11/20/1969 AX-20Wall AX 6031 6207 6048 6469 6423 6328 455 11/21/1969 AX-SWall AX 7254 6968 7127 6434 6502 6721 456 11/21/1969 AX-175 & 176 Wall AX 6084 6473 6544 6696 6781 6639 458 11/24/1969 AX-104 8 AX 7003 6986 6632 6646 6618 6728 460 11/25/1969 AX-10651ab AX 6473 5978 6544 6728 6614 6523 461 11/25/1969 AX-10651ab AX 6154 6420 6190 6356 6314 6257 462 11/25/1969 AX-10651ab AX 6402 6561 6384 6342 6345 6391 464 11/29/1969 AX-10151ab AX 6154 6473 6154 6338 6395 6345 465 11/29/1969 AX-10151ab AX 6579 6508 6614 6349 6374 6466 467 12/2/1969 AX177A Wall AX 6720 6561 6738 6515 6596 6628 468 12/5/1969 AX-246W*ll AX 6296 6508 6597 6586 6565 6540 469 12/5/1969 AX-246Wall AX 6013 6084 6013 6430 6300 6243 475 12/12/1969 AX-1 AX 5942 6013 5482 6130 6013 5907
Calculation No.: FC08499 Rev. 0 Page 54 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete ll-28Daylab lll-28Daylab IV- 28 Day Lab External Subgrade 5 Consecutive Rolling 5 Conserutive Rolling 5 Conseaitive Rolling Set# cylinders AX= Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Wall?(F/N) Average I (psi) Average II (psi) Average Ill (psi)
Cast RP= Reactor Plant 476 12/12/1%9 AX-1 AX 6172 6349 6172 5924 5992 6038 477 12/12/1%9 AX-1 AX 6225 6367 6473 6080 6257 6317 478 12/U/1969 AX-1 AX 5836 5871 5500 6215 6154 6009 479 12/12/1%9 AX-1 AX 6473 5854 5854 6031 5907 5910 480 12/15/1969 AX-174A AX 6119 6384 6314 5%0 6137 6105 481 12/16/1969 AX-166-167Wall AX 6614 6756 6650 6257 6437 6544 484 12/19/1969 AX-1756 & 1768 Wall AX 5801 5677 5341 6427 6300 6045 485 12/22/1%9 AX-161Watls AX 5871 5730 6031 5868 5684 5730 490 1/7/1970 AX-102 &103 AX 6437 6367 6544 5882 6087 6222 491 1/7/1970 AX-102 &103 AX 6084 6084 6013 6293 6303 6218 492 1/7/1970 AX-102 &103 AX 5553 5518 5730 6(66 5850 5780 493 1/7/1970 AX-102 & 103 AX 6137 6367 6084 5790 5861 5967 494 1/7/1970 AX-102 &103 AX 5871 5765 6013 6038 6045 6020 495 1/8/1970 AX-102 &103 AX 5871 5907 5889 5921 5885 5889 496 1/8/1970 AX-102 & 103 AX 5659 5553 5624 5868 5776 5726 498 1/13/1970 AX-154-165 AX 6261 6013 6526 5797 5822 5995 499 1/14/1970 AX109 AX 5818 5588 5730 6048 6041 5935 500 1/15/1970 AX 163 AX 6526 6685 6614 6038 6069 6229 501 1/16/1970 AX159 AX 6084 6119 5942 6328 6406 6289 504 1/26/1970 AX 108Slab AX 5659 5695 5801 6084 5900 5843 507 1/28/1970 AX-153Wa11 AX 5518 5394 5642 5723 5613 5610 SOB 1/30/1970 AX-142Wa11 AX 6066 5677 5730 5684 5659 5702 509 2/6/1970 AX-137Wa11 AX 5925 5907 5642 5808 5861 5776 529 4/8/1970 AX141Wa11 AX 6119 5907 6314 5865 5900 5978 532 4/14/1970 AX140Wa11 AX 6225 6190 6101 6041 6151 6147 533 4/15/1970 AX-2 AX 6349 6278 6420 6236 6229 6268 534 4/15/1970 AX-2 AX 6437 6490 6437 6317 639S 6412 53S 4/15/1970 AX-2 AX 6243 6402 6314 6405 6402 6377 537 4/22/1970 AX 149 AX 6S79 6172 6773 639S 6342 6448 538 4/23/1970 AX138 AX 6402 6650 6703 6448 6515 6540 540 4/28/1970 AX.-29dwall AX 6013 6154 622S 6S08 6384 6349 S43 S/1/1970 AX136A AX 6933 7003 6968 6406 6466 6657 544 5/4/1970 AX-110 AX 6614 6791 6402 6749 6862 6756 545 S/4/1970 AX-110 AX 6243 6367 6190 6604 6483 6399 S46 S/4/1970 AX-110 AX 6261 6S61 6508 6293 6324 6377 547 S/4/1970 AX-110 AX 6437 6296 6544 6391 6413 6469 548 5/5/1970 AX-170 & 172 AX 6261 6490 6473 6409 6406 6413 sso 5/6/1970 AX-200 AX 6278 6190 6031 6409 6338 6292 SSl 5/6/1970 AX-200 AX 6579 6119 6437 6310 6239 6271 554 5/8/1970 AX 121ASlab AX S659 5978 5836 6165 6154 6006 SSS S/12/1970 AX147 AX 6048 5801 5783 S992 5864 5889 S61 5/26/1970 AX-127 AX S942 SB36 5871 S882 S882 5847 S80 6/4/1970 AX 125 & 132 AX 6172 6154 6101 S921 5995 6027 S81 6/4/1970 AX 125 & 132 AX 6225 6137 5854 6105 6158 6094 589 6/10/1970 AX - 123a & AX130-b AX 6119 6261 6066 6087 6119 6087
Calculation No.: FC08499 Rev. O Page 55 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code location of Concrete 11-28Day Lab Ill- 28Day Lab IV - 28 Day Lab External Subgrade S Consecutive Rolling S Consecutive Rolling 5 Consecutive Rolling Set# Cylinders AX= Auxiliary Building, Placement Strength (psi} Strength (psi) Strength (psi) Wall?(F/N) Average I (psi) Average II (psi) Average Ill (psi)
Cast RP =Reactor Plant 594 6/16/1970 AX-111 AX 5854 5960 5730 6031 6052 5974 595 6/16/1970 AX-111 AX 6031 6119 5942 5928 5939 5956 596 6/18/1970 AX-130 AX 6119 6314 6190 5988 6105 6137 600 6/22/1970 AX-124&126 AX 6084 6331 6154 6130 6208 6215 601 6/23/1970 AX170&1n AX 6119 6137 6119 6176 6165 6172 602 6/24/1970 AX 212 &215 AX 6827 6437 6526 6271 6328 6409 608 6/26/1970 AX 133 AX 6048 5978 6225 6391 6363 6243 610 6/30/1970 AX 211 AX 5978 6119 6225 6151 6070 6105 614 7/2/1970 AX - lSlb & 157b AX 6278 5765 5960 6165 6073 6069 618 7/7/1970 AX 1516 + 1576 AX 6207 5907 5925 6087 6023 5953 619 7/10/1970 AX-134WALL AX 5871 5748 6119 5974 5932 5914 620 7/10/1970 AX-134WALL AX 6101 6048 6207 5953 5977 6045 621 7/10/1970 AX-134WALL AX 6154 6013 5854 6126 6105 6055 622 7/10/1970 AX-134WALL AX 6190 6137 6278 6084 6070 6094 623 7/10/1970 AX-134WALL AX 6437 5960 6225 6179 6200 6207 627 7/13/1970 AX-202A AX 6437 6738 6384 6267 6359 6349 628 7/13/1970 AX-202A AX 5889 5642 5836 6335 6218 6008 629 7/13/1970 AX-202A AX 6296 6119 5995 6009 5956 5978 630 7/13/1970 AX-202A AX 6738 6526 6614 6197 6335 6398 631 7/14/1970 AX210a AX 6190 6190 5995 6413 6452 6303 637 7/16/1970 AX 171+ 179 AX 5871 5642 5836 6172 5978 5907 641 7/17/1970 AX-150 AX 5748 5907 5925 5818 5801 5812 643 7/22/1970 AX201 AX 6013 6190 6172 5886 5957 6041 644 7/22/1970 AX201 AX 6402 6402 6437 6140 6236 6321 645 7/22/1970 AX148 AX 6278 6278 6084 6338 6359 6296 647 7/24/1970 AX-184A AX 5712 5164 5465 6158 5903 5741 648 7/27/1970 AX-113 AX 5942 6013 5571 5673 5659 5631 649 7/27/1970 AX-113 AX 5871 6048 5960 5772 5889 5893 654 7/30/1970 AX-214 AX 5783 5801 5394 5847 5893 5797 655 7/31/1970 AX-218, 220, 223 AX 5695 5764 5447 5727 5687 5620 658 8/3/1970 AX-204 A+20SA AX 5801 5642 6013 5620 5670 5733 659 8/6/1970 AX-216 +217 AX 6066 5925 6013 5794 5889 5932 660 8/6/1970 AX 168a+169 AX 5818 6296 6207 5967 6024 6052 664 8/7/1970 AX 203, 205 b AX 6261 6314 6119 6119 6179 6239 665 8/7/1970 AX 203, 205b AX 6172 6261 6137 6215 6225 6201 670 8/11/1970 AX-162 AX 5995 6243 6048 6137 6162 6137 671 8/13/1970 AX-182 a AX 5942 5765 5907 6073 5999 5981 674 8/20/1970 AX 1688 AX 5606 5606 5588 5854 5765 5694 678 8/27/1970 AX-221 AX 5535 5606 5341 5648 5588 5535 679 8/28/1970 AX 300a, 301a + 131a AX 5748 5748 6031 5564 5596 5695 680 8/28/1970 AX 300a, 301 a +181b1 AX 5500 5553 5411 5674 5716 5649 683 9/10/1970 AX 122b AX 6048 5978 6402 5709 5698 5878 687 9/15/1970 AX 178COLS AX 6844 6579 6473 6137 6370 6455 689 9/21/1970 AX-225A + 226A AX 5765 6261 6544 6413 6384 6324 690 9/21/1970 AX-225A + 226A AX 6190 5942 6084 6247 6140 6204
Calculation No.: FC08499 Rev. O Page 56 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete II- 28 Day Lab 111-28 Day Lab IV- 28 Day Lab External Subgrade 5 Consecutive Rolling 5 Consecutive Rolling 5 Consecutive Rolling Set# cylinders AX= Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Walll (F/N) Average I (psi) Average II (psi) Average Ill (psi)
Cast RP =Reactor Plant 692 9/23/l!J70 AX 204B AX 6331 6314 6597 6218 6172 6254 693 9/25/1970 AX-302 AX 6119 6314 5942 6289 6335 6257 694 9/25/1970 AX-302 AX 6278 6119 6261 6250 6154 6183 695 9/25/1970 AX-124B AX 6597 6579 6579 6239 6367 6427 696 9/29/l!J70 Ax-231 & 235 AX 6296 6367 6278 6402 6484 6420 697 9/30/1970 AX 317 &233 AX 5571 5871 6066 6218 6077 6031 698 10/1/l!J70 Ax 311&312 AX 5818 5659 5712 5921 5797 5825 700 10/7/1970 Ax 234a AX 5765 5889 5801 5804 5769 5765 701 10/7/1970 Ax 234a AX 5730 5659 5801 5n9 5769 5n6 702 10/7/1970 Ax 234a AX 6084 5801 5907 5815 5815 5850 703 10/7/l!J70 Ax 234a AX 5978 6207 6l!JO 5914 5995 6017 704 10/13/1970 AX315 AX 6437 6791 6597 6144 6321 6444 7(]; 10/14/1970 AX 123b AX 6367 6l!JO 5836 6476 6476 6356 706 10/20/1970 Ax 303 & AX 316 AX 6367 6l!JO 6437 6271 6190 6204 707 10/21/1970 AX 179 & 182 b AX 6314 6367 5995 6229 6335 6261 708 10/22/1970 AX401a&402b AX 5942 6048 6190 6211 6133 6108 709 10/22/1970 AX401a&402b AX 5871 5696 5871 6009 5949 5935 713 10/29/1970 Ax 318&319 AX 6720 6n3 6756 6070 6186 6363 714 10/29/1970 Ax 409 AX 6420 6455 6261 6508 6625 6533 715 10/30/1970 Ax-400A AX 6190 6225 6473 6416 6310 6321 716 10/30/1970 Ax-400A AX 6455 6579 6331 6321 6384 6413 717 10/30/1970 Ax-400A AX 6048 5730 6154 6377 6229 6168 718 10/30/1970 Ax-400A AX 5995 5925 6048 6(];2 5970 5970 722 11/6/1970 AX 227, 228, 229 AX 6280 6225 6120 6080 6095 6120 723 11/9/1970 A2312 &313B AX 5854 6013 5925 6105 6098 6027 724 11/12/1970 AX 2348 AX 6296 5960 6296 6042 6010 6098 727 11/17/1970 AX 303 B AX 6296 6261 6207 6155 6222 6204 728 11/17/1970 AX 303 B AX 6119 6137 6119 6236 6204 6169 731 12/1/l!J70 AX-414 AX 5553 5553 5429 6027 5896 5758 733 12/4/1970 AX-502 AX 5889 5836 5854 5709 5652 5712 734 12/4/1970 AX-502 AX 5376 5500 5695 5677 5691 5652 734A 12/4/1970 AX 502Slab AX 5588 5765 5765 5603 5585 5663 735 12/4/1970 AX-502 AX 5571 5535 5695 5677 5645 5666 736 12/4/1970 AX-502 AX 5394 5412 5447 5592 5521 5497 736A 12/4/1970 AX SD2Slab AX 5712 5606 5677 5532 5514 5571 737 12/4/1970 AX-502 AX 5783 5748 5659 5645 5705 5695 Cols Elev. 103C AX 310A, AX 743 3/4/1971 AX 6278 6314 6720 5829 5956 6144 321A 744 3/11/1971 AX 402 "B" SLAB AX 5818 5765 5783 6158 6179 6080 Parapet Walls AX 4ffi, 406-745 3/18/l!J71 AX 5482 4669 5588 5914 5503 5457 1044'-0
AX Pads RM69AC-33, VA-17, 747 3/26/1971 AX 5465 5500 5748 5397 5341 5394 VA-18 748 4/2/1971 AX 180 A 181A, 181B Walls AX 5252 5412 5323 5511 5475 5447 AX123C Wall, AX310C, 321C 749 4/5/1971 AX 5606 5412 5270 5468 5401 5405 Cols.
750 4/9/1971 AX 1865lAB AX 5040 4793 4722 5330 5224 5047 751 4/16/l!J71 AX 181-B Wall & Col. AX321D AX 5129 5500 5500 4991 5037 5129 752 4/19/l!J71 AX180CWall AX 4704 4757 4704 5111 5118 5033
Calculation No.: FC08499 Rev. 0 Page 57 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code location of Concrete ll-28Daylab lll-28Daylab IV- 28 Day Lab External Subgrade 5 Consecutive Rolling S Consecutive Rolling 5 Consecutive Rolling Set# Cylinders AX= Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Waiil(F/N) Average I (psi) Average II (psi) Average Ill (psi)
Cast RP= Reactor Plant 766 4/26/1971 AX225b, 226b, 410a AX 5677 6154 6013 5068 5199 5461 767 4/26/1971 AX225b. 226b, 410a AX 6278 6561 6933 5765 6137 6388 768 4/27/1971 AX187a Slab AX188 stairs AX 6048 6119 6137 6367 6388 6360 769 4/29/1971 AX 187b AX 6384 5907 6243 6324 6119 6158 770 5/6/1971 AX SS Pad AX 7145 6738 7092 6363 6483 6625 775 5/17/1971 AX-411A, 123d, 122C walls AX 6172 6137 6172 6678 6657 6462 776 5/17/1971 AX-411A, 123d, 122C walls AX 6526 6402 6402 6420 6282 6328 781 5/26/1971 AX30lb, 304C, 183b AX 6013 6084 6314 6303 6285 6243 782 5/27/1971 AX410b AX 5535 5465 5270 6070 5882 5734 783 6/3/1971 AX314, 322, AX313a Walls AX 6190 6137 6261 5755 5719 5865 784 6/4/1971 Curb AX 400 B.C.D AX 6031 6190 5942 5978 6162 6112 785 8/5/1971 AX104C&D AX 5465 5836 5907 5978 5893 5868 785A 8/5/1971 AX-104C&D AX 5907 6172 5765 5811 5857 5917 786 8/5/1971 Columns 313 B AX 5818 5412 6172 5914 5815 5868 787 8/9/1971 AX 225 C AX 5553 5960 5836 5744 5783 5787 788 8/12/1971 AX323Wall AX 6314 6367 6561 5967 6006 6208 789 8/13/1971 AX500AXS03 A AX 5500 5022 5146 6116 5953 5719 790 8/13/1971 AXSOOAX503 A AX 5712 5695 5182 5588 5415 5351 790A 8/13/1971 AX-500A & 503A AX 5838 5889 5871 5515 5663 5695 791 8/13/1971 AX5oo&503A AX 6084 6172 5801 5n3 5971 5963 792 8/17/1971 AX-226C AX 6296 6473 6261 6045 6165 6201 BOO 8/20/1971 AX500B&5038 AX 5925 5942 5748 6151 6179 6070 801 8/24/1971 AX 4118 AX 5783 5836 5624 5932 5847 5787 801A 8/24/1971 AX-411 B AX 5960 5995 5790 5840 5854 802 8/25/1971 AX-410C&22Sd AX 5995 5907 5801 5894 5964 5925 803 8/26/1971 1057 PARAPET WALL AX 5305 5447 5341 5752 5691 5560 810 8/31/1971 AXS02 Relief Panel AX 6101 6243 6278 5599 5687 5882 811 9/2/1971 AX123 E AX 5748 5695 5359 5942 6013 5865 811A 9/2/1971 AX 123 E AX 5712 5801 5758 5663 5642 813 9/9/1971 AX 501&503 (Part) AX 6119 6048 6278 5748 5920 6062 814 9/9/1971 AX501&503(Part) AX 6296 6190 6101 6185 6186 6183 Pressure Panels Elev. 1036 815 9/10/1971 AX 5217 5465 5571 6016 5854 5709 (Ax Bldg.)
816 9/15/1971 AX 2260 (Wail) AX 6278 6225 6225 5726 5751 5953 818 9/16/1971 AX411CWall AX 5925 6508 6367 6045 6232 6250 1057' Parapets -AX SCE, 514, 820 9/22/1971 AX 5518 5482 5500 6109 5960 5875 515, 516 & 507 821 9/23/1971 AX 116 AX 6066 6314 6261 5787 5n6 5925 825 9/29/1971 AX-122DWaii AX 6066 6101 5925 6041 6162 6133 826 9/30/1971 AX123FWaii AX 5818 5642 6013 6034 5910 5900 830 10/7/1971 AX412B AX 5305 5164 5359 5741 5588 5497 832 10/12/1971 AX 206 and Pads AX 6296 6544 6314 5627 5734 5935 834 10/14/1971 AX600A AX 6508 6526 6650 6204 6438 6508 835 10/14/1971 AX600A AX 6685 6756 6508 6537 6625 6625 VA-151A, B, C and D RM. 82 836 10/15/1971 AX 5624 5978 5730 6445 6310 6119 Ax. Bldg. El. 1036 837 10/15/1971 AX 112C AX 6048 6207 6261 5978 5917 6045 839 10/22/1971 AX413b AX 7481 7446 7375 6345 6689 6954
Calculation No.: FC08499 Rev. O Page 58 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code location of Concrete ll-28Daylab lll-280aylab IV- 28 Day Lab External Subgrade 5 Consecutive Rolling 5 Consea.itive Rolling 5 Consecutive Rolling Set# Cylinders AX= Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Wall?(F/N) Average I (psi) Average II {psi) Average Ill (psi) cast RP= Reactor Plant 1057 Roof B.O.S Pipe Sieve E.
840 10/26/1971 AX 6172 6402 6473 6947 6975 6774 Aux. Bldg.
844 10/29/1971 AX 122C AX 6207 6384 6172 6526 6328 6328 845 11/2/1971 AX-6008 AX 6437 6473 6314 6335 6335 6356 846 11/2/1971 AX-6008 AX 6720 6384 6738 6423 6466 6526 847 11/4/1971 AX-1608 and AX-204 AX 6455 6314 6243 6522 6522 6427 849 11/5/1971 1044 Roof B.O.S, Ax. Bldg. AX 5801 5889 6137 6310 6140 6077 851 11/10/1971 AX-605 Parapet Wall AX 6137 6402 6331 6041 6073 6179 852 11/11/1971 AX-600C AX 5217 5323 5535 6045 5882 5762 853 11/11/1971 AX-600C AX 5359 6243 5942 5553 5535 5680 856 11/19/1971 AX 89Slab AX 5571 5695 5712 5730 5762 5833 857 11/24/1971 AX 90Stairs AX 6207 6243 6048 5825 5886 5981 858 12/2/1971 AX 7169 B/O in AX 316Wall AX 5164 5649 5288 5875 5862 5678 860 12/13/1971 AX 139Wall AX 5642 5571 5129 5558 5463 5456 861 12/14/1971 AX 114d AX 5606 5642 5217 5447 5518 5433 862 12/23/1971 AX 114e Slab AX 4651 4899 4863 5249 5203 5054 863 12/23/1971 AX 7080 8/0 AX 5394 5022 5058 SOOS 4966 5047 866 1/13/1972 AX-192 AX-1836b 304a. 191a AX 6013 5960 5801 5270 5489 5571 AX 7008 B/O's l, 2, 3 AX7009 869 1/19/1972 AX 5748 5748 5730 5716 5854 5797 B/O"s 1, 2. 3 872 1/26/1972 AX304A AX 6119 6455 6172 5829 5960 6045 873 2/1/1972 AX191C AX 5588 5942 5659 6013 6055 5963 875 2/4/1972 AX193 AX 5978 6420 5836 5868 5917 5967 AX225C, VA-69, AX411b, 876 2/9/1972 AX 5518 5164 5235 5882 5783 5635 AX234b 87B 2/11/1972 AX325a, 326a, 327a (Wal Is) AX 4916 5093 5058 5334 5185 5093 879 3/1/1972 AX191b and d AX 6314 6349 6331 5323 5546 5829 880 3/1/1972 AX32Sb, 326b, 327b and c AX 6190 6331 6225 6048 6303 6285 881 3/2/1972 AX7024-1 B/Os AX 5252 5288 5199 6066 5857 5659 882 3/9/1972 AX B/Os 7019-3 Rm's 4-15 AX 4686 5076 5429 5330 5100 5136 883 3/15/1972 AX B/Os 7019-11 AX 5925 6031 5905 5263 5429 5673 884 3/20/1972 AX 191-E, 304 Band 324-A AX 6614 6154 6402 5981 6126 6221 885 3/22/1972 AX B/Os 7003-1 AX 5730 5624 5659 6161 6105 5914 886 3/29/1972 AX B/Os 7056-1, 2, 3, 4, 5 AX 6048 5394 5695 5893 5691 5684 887 3/30/1972 AX 324b, 504 AX 6367 6048 6526 5833 5910 6006 888 4/5/1972 AX 505, 514, 516 Parapets AX 5712 5730 5925 6070 son 5988 AX B/OS 70281, 7, 8410 & AX 890 4/10/1972 AX 5836 5659 5925 5946 5772 5815 38a, b, c AX 8/0S 7028-3, 5, 6, 7, 15, 891 4/12/1972 AX 5500 5518 5588 5769 5688 5638 18, 19, 20, 22 AX B/OS 7153-5 7153-3, 5 892 4/18/1972 AX 5500 5659 5780 5606 5553 5609 7014-1, 2, 3, 4 7015-1, 2, 3, 5 B/OS 7463-1to12 893 4/19/1972 RPlSA Stair & Curb AX 5288 5359 5659 5563 5517 5549 AX B/OS 7059-5, 7, 8 AX B/OS 7059-2, 3, 6 7066-10 894 4/26/1972 AX 5925 5995 6066 5602 5645 5801 703().2, 3 7061-2
Calculation No.: FC08499 Rev. O Page 59 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete 11- 28Daylab Ill- 28Day Lab IV- 28 Day Lab External Subgrade 5 Conserutive Rolling 5 Consecutive Rolling 5 Consecutive Rolling Set# C:Vlinders AX =Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) Wall?(F/N) Average I (psi) Average II (psi) Average Ill (psi)
Cast RP= Reactor Plant 895 4/27/1972 AX114Slab AX 7003 6544 6632 6130 6307 6448 AX B/05 7030-1, 6, 7, 14 7029-897 5/3/1972 AX 5765 5810 5&36 6402 6351 6117 5, 77039-7 AX114BStairs 898 5/4/1972 AX B/O 7060-1 AX 5359 5022 5042 5880 5558 5414 AX B/05 7028-1, 11, 12 7029-899 5/10/1972 AX 5288 5022 5341 5309 5147 5143 1,2,3,4,5, 7,8,9 AX B/OS 7023-7 7025-2, 3, 5, 6 900 5/11/1972 AX 4510 4686 4669 5041 4969 4846 7017-1 AX B/OS 7021-17018-87019-901 5/16/1972 AX 4899 5146 5058 4821 4782 4892 26 7025-3 7038-9 AX B/05 7146-1 7174-17147-2 902 5/18/1972 AX 4174 4757 4651 4789 4807 4757 to7 The rolling average minimum and 20% passing limit are included in Section 6.0 of this calculation.
Calculation No.: FCOB499 Rev. O Page 60of133 Evaluation of FCS Concrete Compressive Strength Test Data Calculate Rolling Average Minimum for 3 Consecutive Tests and 10% Passing Limit- Case 3 Date Building Code Location of Concrete II- 28Day Lab Ul-28Day Lab IV- 28 Day Lab Reactor cavity Floor 3 Conserutive Rolling 3 Conserutive Rolling 3 Consecutive Rolling Set# Cylinders AX =Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) or Walls? (F/N) Average I (psi) Average II (psi) Average Ill (psi)
Cast =
RP Reactor Plant 405 10/8/1969 RP Mud Slab 3 B RP 6367 6597 6367 N (7910) 6444 474 12/11/1969 RP-SA RP 6S08 6S61 6897 N (7606) 6491 6479 665S 483 12/19/1969 RP- 5 Slab & Wall RP S712 S942 S942 N (7606) 6390 6184 S86S S02 1/23/1970 RP 6&8 RP S783 S624 S748 N (7917) S889 5783 5718 S03 1/23/1970 RP 6&8 RP S252 S323 S217 N (7917) S541 S441 S264 SU 2/20/1970 RP-7 & 9 RP S624 S836 S659 y (7918. 7607) S388 S559 S706 S13 2/20/1970 RP-7 & 9 RP 5730 S677 5518 y (7918, 7607) 5742 S689 S642 S14 2/20/1970 RP-7 & 9 RP 6119 S942 S907 y (7918, 7607) S771 S860 S989 SlS 2/20/1970 RP-7 & 9 RP SS18 SS88 S305 y (7918, 7607) S789 S671 5470 S18 3/S/1970 RP-10& 128 RP 6048 S942 6048 N (7608) S647 S76S 6013 S19 3/S/1970 RP-10&128 RP 6190 6048 S659 N (7608) 6060 609S S966 S20 3/9/1970 RP-11 RP 6013 6048 6261 N (7609) S907 S907 6107 S21 3/18/1970 RP-13C1Cols. 7&8 RP 6031 S871 5818 N (8088, 8089) 6113 6054 S907 S22 3/19/1970 RP-13 N from Col. 9- Col. U RP 5871 S889 S92S N (8088, 8089) S853 S859 S89S S26 4/2/1970 RP-13 RP 6S79 6650 6720 N (8088, 8089) 6131 6385 6650 S39 4/27/1970 RP-13-5 RP 5907 S836 6084 N (8088, 8089) 6426 6154 S942 S49 S/S/1970 RP-C-4-2, C-5-2, C-6-2 RP S836 599S 6207 Unknown 5919 S972 6013 SS6 S/12/1970 RP 9 RP 6296 6190 6396 Y(7607) 6166 6231 6294 SS7 5/12/1970 RP 9 RP 6367 6367 6137 Y(7607) 6318 6377 6290 S62 S/27/1970 RP 15a RP 6137 S730 S942 N (7943) 6214 6001 S936 S85 6/8/1970 RP-13 RP S76S SS88 S907 N (8088, 8089) S8U 5765 S753 S93 6/15/1970 RP 13 N RP S624 S447 ssoo N (8088, 8089) S706 S659 SS24 615 7/6/1970 RP-14b RP 6154 5748 6278 N(76U) S700 S801 6060 616 7/6/1970 RP146 RP 64SS 6420 6101 N(76U) 6160 6384 6325 617 7/6/1970 RP146 RP 64SS 6561 6561 N(76U) 6325 6372 6S26 632 7/14/1970 RP 15c RP 6296 6490 6314 N (7944) 6473 6449 6367 633 7/14/1970 RP 15c RP 6013 6013 S978 N (7944) 6272 6113 6001 642 7/21/1970 RP 15-B RP 5960 6101 6225 N (7942) S984 6013 609S 646 7/24/1970 RP-14A RP 5642 5836 5764 N(76U) 5989 S901 5747 669 8/11/1970 RP-16"8" RP S960 S907 SB71 N (7615) S853 S877 S913 672 8/14/1970 RP16C RP S801 S836 S907 N (7616) S860 5836 S848 673 8/14/1970 RP16C RP S748 S677 S730 N (7616) S830 S777 S718 685 9/11/1970 RP16A RP S642 S642 S642 N (7614) 5683 5671 S642 686 9/11/1970 RP16A RP 6066 6013 S659 N (7614) 5783 S907 5913 691 9/22/1970 RP-178 RP S92S S960 S871 N (7617) S866 5848 S919 699 10/2/1970 RP-17C RP 6084 S76S S53S N (7617) S972 5907 5795 710 10/28/1970 RP 17A RP 6031 6278 6314 N (8090) sm S948 6208 711 10/28/1970 RP 17A RP 6S08 6402 6384 N (8090) 6367 6408 6431 7U 10/28/1970 RP 17A RP 6384 6632 6490 N (8090) 6390 6467 6S02 725 11/13/1970 RP 180 RP 5783 S925 S783 N (7972) 6302 6066 S830
Calculation No.: FC08499 Rev. O Page 61 of 133 Evaluation of FCS Concrete Compressive Strenath Test Data Date Building Code Location of Concrete II- 28Day Lab Ill- 28Day Lab IV- 28 Day Lab Reactor cavity Floor 3Conserutive Rolling 3Consecutive Rolling 3 Consecutive Rolling Set# cylinders !()( =Auxiliary Building.
Placement Strength (psi) Strength (psi) Strength (psi) or Walls? (F/N) Average I (psi) Average II (psi) Average Ill (psi)
Cast RP= Reactor Plant 7'5A 11/13/1970 RP lBD RP 6119 6190 6225 N (7972) 5942 6031 6178 729 11/25/1970 RP-188 RP 5429 5447 5518 N (7970) 5948 5700 5465 730 11/30/1970 RP- lSA RP 5730 5606 5677 N (7943) 5565 5618 5671 730A 11/30/1970 RPlSA RP 6154 6154 6384 N (7943) 5812 5995 6231 732 12/1/1970 RP-18A RP 5765 5601 5588 N (7971) 6101 5983 5718 732A 12/1/1970 RP18A RP 6225 6048 6402 N (7971) 5871 5954 6225 738 12/10/1970 RP-19Slab RP 5818 5925 5712 N (7973) 6089 6048 5818 738A 12/10/1970 RP19Slar RP 6084 6278 6314 N (7973) 5907 60'5 62'5 819 9/17/1971 RP21aandb RP 5601 5376 5518 N (7980) 6131 5830 5565 824 9/28/1971 RP 20Aand B RP 5448 6048 6066 N (7976) 5447 5671 5854 831 10/8/1971 RP 21D RP 6048 6190 5995 N (7979) 6054 6101 6078 833 10/13/1971 RP22A RP 6544 6473 6190 N (7982) 6243 6337 6402 838 10/18/1971 RP20D RP 6544 6384 6119 N (7979) 6402 6373 6349 841 10/26/1971 RP 22b RP 6367 6013 6119 N (7982) 6290 6166 6166 842 10/27/1971 RP-7-2 RP 6172 5642 5765 Y(7984) 6101 5978 5860 848 11/4/1971 RP-22C RP 5836 5960 5871 N (7982) 5748 5854 5889 The rolling average minimum and 10% passing limit are included in Section 6.0 of this calculation.
Calculation No.: FC08499 Rev. O Page 62 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Calculate Rolling Average Minimum for 5 Consecutive Tests and 20% Passing Limit - Case 3 Date Building Code Location of Concrete II- 28 Day Lab 111- 28Day Lab IV- 28 Day Lab Reactor Cavity Floor 5 Consewtive Rolling 5 Consecutive Rolling 5 Consecutive Rolling Set# Cylinders AX= Auxiliary Building, Placement Strength (psi) Strength (psi} Strength (psi) or Walls? (F/N) Average I (psi) Average II (psi) Average Ill (psi)
Cast RP =Reactor Plant 4CE 10/8/1969 RP Mud Slab 3 B RP 6367 6597 6367 N (7910) 474 12/11/1969 RP-SA RP 6S08 6561 6897 N (7606) 6480 6S86 483 12/19/1969 RP-SSlab & Wall RP S712 S942 S942 N (7606) 6409 6324 6211 S02 1/23/1970 RP6&8 RP S783 5624 S748 N (7917) 6CES S801 S808 S03 1/23/1970 RP 6&8 RP S252 S323 S217 N (7917) S670 S546 5433 S12 2/20/1970 RP-7 & 9 RP 5624 S836 S659 y (7918, 7607) S433 5450 SS32 S13 2/20/1970 RP-7 &9 RP S730 S677 SS18 y (7918, 7607) 5613 S705 S684 S14 2/20/1970 RP-7 & 9 RP 6119 S942 S907 y (7918, 7607) 5741 S797 S833 SlS 2/20/1970 RP-7 & 9 RP SS18 SS88 S305 y (7918, 7607) S801 S815 S652 S18 3/S/1970 RP-10& 128 RP 6048 S942 6048 N (7608) S673 S680 S786 S19 3/S/1970 RP-10& 126 RP 6190 6048 S659 N (7608) S907 6CES S977 S20 3/9/1970 RP-11 RP 6013 6048 6261 N (7609) S992 S992 6006 S21 3/18/1970 RP-13 Cl Cols. 7 & 8 RP 6031 5871 S818 N (8088, 8089) 6002 604S 6006 S22 3/19/1970 RP-13 N from Col. 9- Col.12 RP S871 S889 S92S N (8088, 8089) 5970 S896 S87S S26 4/2/1970 RP-13 RP 6S79 6650 6720 N (8088, 8089) 6016 6183 6353 S39 4/27/1970 RP-13-5 RP S907 5836 6084 N (8088, 8089) 6356 6338 6239 S49 S/S/1970 RP-C-4-2, C-5-2, C-6-2 RP S836 5995 6207 Unknown 6077 S932 S992 S56 S/12/1970 RP 9 RP 6296 6190 6396 Y(7607) 6084 6105 6217 SS7 S/12/1970 RP9 RP 6367 6367 6137 Y(7607) 6291 6323 6291 S62 S/27/1970 RPlSa RP 6137 S730 5942 N (7943) 6281 6148 6063 SSS 6/8/1970 RP-13 RP 5765 5S88 S907 N (8088, 8089) S942 S832 S786 S93 6/15/1970 RP 13 N RP S624 S447 ssoo N (8088, 8089) 5765 S666 S613 615 7/6/1970 RP-14b RP 6154 S748 6278 N (7612) 5726 S69S S825 616 7/6/1970 RP146 RP 645S 6420 6101 N (7612) 6027 6211 6200 617 7/6/1970 RP146 RP 6455 6561 6561 N {7612) 6342 6398 6420 632 7/14/1970 RPlSc RP 6296 6490 6314 N (7944) 639S 6473 6444 633 7/14/1970 RP 15c RP 6013 6013 5978 N (7944) 633S 6225 6162 642 7/21/1970 RP 15-6 RP 5960 6101 6225 N (7942) 6CE6 6013 6CES 646 7/24/1970 RP-14A RP 5642 S836 S764 N (7612) S981 S953 S914 669 8/11/1970 RP-16"6" RP S960 S907 S871 N (7615) S885 S822 S868 672 8/14/1970 RP16C RP S801 5836 S907 N (7616) S861 S87S S864 673 8/14/1970 RP16C RP S748 S677 S730 N (7616) S833 S794 S780 685 9/11/1970 RP16A RP 5642 S642 S642 N (7614) S741 S688 S667 686 9/11/1970 RP16A RP 6066 6013 S659 N (7614) S744 S80l S804 691 9/22/1970 RP-176 RP S92S S960 S871 N (7617) S861 S925 S886 699 10/2/1970 RP-17C RP 6084 S765 S53S N (7617) S900 S921 S843 710 10/28/1970 RP 17A RP 6031 6278 6314 N (8090) SBS7 S939 S98S 711 10/28/1970 RP 17A RP 6S08 6402 6384 N (8090) 6133 6307 6377 712 10/28/1970 RP 17A RP 6384 6632 6490 N (8090) 6398 6462 64S8 725 11/13/1970 RP 180 RP S783 S92S S783 N (7972) 633S 6243 6123
~.
Calculation No.: FC08499 Rev. 0 Page 63 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete 11- 2B Day Lab 111-28Daylab IV - 28 Day Lab Reactor cavity Floor 5 Conserutive Rolling 5 Conserutive Rolling 5 Conserutive Rolling Set# Cylinders AX= Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) or Walls? (F/N) Average I (psi) Average II (psi) Average Ill (psi) cast RP =Reactor Plant 7'15A 11/13/1970 RP 180 RP 6119 6190 6225 N (7972) 6020 5960 6048 729 11/25/1970 RP-188 RP 5429 5447 5518 N (7970) 5949 5882 5762 730 11/30/1970 RP-15A RP 5730 5606 5m N (7943) 5670 5546 5596 730A 11/30/1970 RP15A RP 6154 6154 6384 N (7943) 5737 5864 5995 732 12/1/1970 RP-18A RP 5765 5801 5588 N (7971) 6027 6052 5938 732A 12/l/1970 RP18A RP 6225 6048 6402 N (7971) 5953 5885 6013 738 12/10/1970 RP-19Slab RP 5818 5925 5712 N (7973) 6016 6084 5981 738A 12/10/1970 RP19Slar RP 6084 6278 6314 N (7973) 5988 5963 6063 819 9/17/1971 RP 21aand b RP 5801 5376 5518 N (7980) 6038 5971 5857 824 9/28/1971 RP 20Aand B RP 5448 6048 6066 N (7976) 5691 5638 5691 831 10/8/1971 RP 210 RP 6048 6190 5995 N (7979) 5826 5960 6069 833 10/13/1971 RP 22A RP 6544 6473 6190 N (7982) 6169 6250 6278 838 10/18/1971 RP 200 RP 6544 6384 6119 N (7979) 6349 6427 6342 841 10/26/1971 RP 22b RP 6367 6013 6119 N (7982) 6321 6285 6200 842 10/27/1971 RP-7-2 RP 6172 5642 5765 Y(7984) 6158 6063 5942 848 ll/4/1971 RP-22C RP 5836 5960 5871 N (7982) 5907 5875 5815 The rolling average minimum and 20% passing limit are included in Section 6.0 of this calculation.
Calculation No.: FCOB499 Rev. 0 Page 64of133 Evaluation of FCS Concrete Compressive Strength Test Data Calculate Rolling Average Minimum for 3 Consecutive Tests and 10% Passing Limit- Case 4 Date Building Code Location of Concrete 11-28Daylab 111- 28 Day lab IV - 28 Day lab Reactor Cavity Floor 3 Consecutive Rolling 3Consecutive Rolling 3 Consecutive Rolling Set# cylinders AX= Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) or Walls? (F/N) Average I (psi) Average II (psi) Average Ill (psi)
Cast RP =Reactor Plant 4CE 10/8/1969 RP Mud Slab 3 B RP 6367 6597 6367 N (7910) 6444 474 12/11/1969 RP-SA RP 6508 6561 6897 N (7606) 6491 6479 6655 483 12/19/1969 RP-5 Slab & Wall RP 5712 5942 5942 N (7606) 6390 6184 5865 502 1/23/1970 RP 6&8 RP 5783 5624 S748 N (7917) 5889 S783 5718 503 1/23/1970 RP6&8 RP 5252 5323 5217 N (7917) 5541 5441 5264 518 3/5/1970 RP-10& 128 RP 6048 5942 6048 N (7608) 5529 5736 6013 519 3/5/1970 RP-10&126 RP 6190 6048 5659 N (7608) 6060 6095 5966 520 3/9/1970 RP-11 RP 6013 6048 6261 N (7609) 5907 5907 6107 521 3/18/1970 RP-13 Cl Cols. 7 & 8 RP 6031 5871 5818 N (8088, 8089) 6113 6CE4 5907 522 3/19/1970 RP-13 N from Col. 9- Col.12 RP 5871 5889 5925 N (8088, 8089) 5853 5859 5895 526 4/2/1970 RP-13 RP 6579 6650 6720 N (8088, 8089) 6131 6385 6650 539 4/27/1970 RP-13-5 RP 5907 5836 6084 N (8088, 8089) 6426 6154 5942 549 5/5/1970 RP-C-4-2, C-5-2, C-6-2 RP 5836 5995 6207 Unknown 5919 5972 6013 562 5/27/1970 RP lSa RP 6137 5730 5942 N (7943) 6113 6025 5936 585 6/8/1970 RP-13 RP 5765 5588 5907 N (8088, 8089) 5812 5765 5753 593 6/15/1970 RP13 N RP 5624 5447 5500 N (8088, 8089) 5706 5659 5524 615 7/6/1970 RP-14b RP 6154 5748 6278 N (7612) 5700 5801 6060 616 7/6/1970 RP146 RP 6455 6420 6101 N (7612) 6160 6384 6325 617 7/6/1970 RP146 RP 6455 6561 6561 N (7612) 6325 6372 6526 632 7/14/1970 RP lSc RP 6296 6490 6314 N (7944) 6473 6449 6367 633 7/14/1970 RP lSc RP 6013 6013 5978 N (7944) 6272 6113 6001 642 7/21/1970 RP 15-8 RP 5960 6101 6225 N (7942) 5984 6013 6095 646 7/24/1970 RP-14A RP 5642 5836 5764 N (7612) 5989 5901 5747 669 8/11/1970 RP-16"8" RP 5960 5907 5871 N (7615) 5853 5877 5913 672 8/14/1970 RP16C RP 5801 5836 5907 N (7616) 5860 5836 5848 673 8/14/1970 RP16C RP 5748 5677 5730 N (7616) 5830 5777 5718 685 9/11/1970 RP16A RP 5642 5642 5642 N (7614) 5683 5671 5642 686 9/11/1970 RP16A RP 6066 6013 5659 N (7614) 5783 5907 5913 691 9/22/1970 RP-178 RP 5925 5960 5871 N (7617) 5866 5848 5919 699 10/2/1970 RP-17C RP 6084 5765 5535 N (7617) 5972 5907 5795 710 10/28/1970 RP 17A RP 6031 6278 6314 N (8090) 5777 5948 6208 711 10/28/1970 RP 17A RP 6508 6402 6384 N (8090) 6367 6408 6431 712 10/28/1970 RP 17A RP 6384 6632 6490 N (8090) 6390 6467 6502 725 11/13/1970 RP 18D RP 5783 5925 5783 N (7972) 6302 6066 5830 725A 11/13/1970 RP 180 RP 6119 6190 6225 N (7972) 5942 6031 6178 729 11/25/1970 RP-188 RP 5429 5447 5518 N (7970) 5948 5700 5465 730 11/30/1970 RP- lSA RP 5730 5606 5677 N (7943) 5565 5618 5671 730A 11/30/1970 RPlSA RP 6154 6154 6384 N (7943) 5812 5995 6231 732 12/1/1970 RP-1&\ RP 5765 5801 5588 N (7971) 6101 5983 5718 732A 12/1/1970 RP18A RP 6225 6048 6402 N (7971) 5871 5954 6225
Calculation No.: FC08499 Rev. O Page 65 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete ll-28Daylab lll-28Daylab IV- 28 Day Lab Reactor Cavity Floor 3 Conserutive Rolling 3 Consecutive Rolling 3 Conserutive Rolling Set# Cylinders AX= Auxiliary Building, Placement Strength (psi) Strength (psi) Strength(psi) or Walls? (F/N) Average I (psi) Average II (psi) Average Ill (psi)
Cast RP =Reactor Plant 738 12/10/1970 RP-19Slab RP 5818 5925 5712 N (7973) 6089 6048 5818 738A 12/10/1970 RP19Slar RP 6084 6278 6314 N (7973) 5907 6025 6225 819 9/17/1971 RP21aandb RP 5801 5376 5518 N (7980) 6131 5830 5565 824 9/28/1971 RP 20A and B RP 5448 6048 6066 N (7976) 5447 5671 5854 831 10/8/1971 RP 210 RP 6048 6190 5995 N (7979) 6CE4 6101 6078 833 10/13/1971 RP 22A RP 6544 6473 6190 N (7982) 6243 6337 6402 838 10/18/1971 RP 200 RP 6544 6384 6119 N (7979) 6402 6373 6349 841 10/26/1971 RP 22b RP 6367 6013 6119 N (7982) 6290 6166 6166 848 11/4/1971 RP-22C RP 5836 5960 5871 N (7982) 5989 5972 5889 The rolling average minimum and 10% passing limit are included in Section 6.0 of this calculation.
Calculation No.: FC08499 Rev. O Page 66 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Calculate Rolling Average Minimum for 5 Consecutive Tests and 20% Passing Limit - Case 4 Date Building Code Location of Concrete ll-28Daylab lll-28Daylab IV- 28 Day Lab Reactor Cavity Floor 5 Consecutive Rolling S Consecutive Rolling 5 Consecutive Rolling Set# Cylinders AX= Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) orWalls7 (F/N) Average I (psi) Average II (psi) Average Ill (psi) cast RP= Reactor Plant 405 10/8/1969 RP Mud Slab 3 B RP 6367 6597 6367 N (7910) 474 12/11/1969 RP-SA RP 6508 6561 6897 N (7606) 6480 6586 483 12/19/1969 RP-SSlab&Wall RP 5712 5942 5942 N (7606) 6409 6324 6lll 502 1/23/1970 RP6&8 RP 5783 5624 5748 N (7917) 6055 5801 5808 503 1/23/1970 RP6&8 RP 5252 5323 5217 N (7917) 5670 5546 5433 518 3/5/1970 RP-10& 128 RP 6048 5942 6048 N (7608) 5518 5556 5716 519 3/5/1970 RP-10& 128 RP 6190 6048 5659 N (7608) 5889 6055 5977 520 3/9/1970 RP-11 RP 6013 6048 6261 N (7609) 5992 5992 6006 521 3/18/1970 RP-13C1Co]s. 7&8 RP 6031 5871 5818 N (8088, 8089) 6002 6045 6006 522 3/19/1970 RP-13 N from Col. 9- Col. 12 RP 5871 5889 5925 N (8088, 8089) 5970 5896 5875 526 4/2/1970 RP-13 RP 6579 6650 6720 N (8088, 8089) 6016 6183 6353 539 4/27/1970 RP-13-S RP 5907 5836 6084 N (8088, 8089) 6356 6338 6239 549 5/5/1970 RP-C-4-2, C-5-2, C-6-2 RP 5836 5995 6207 Unknown 6077 5932 5992 562 5/27/1970 RP lSa RP 6137 5730 5942 N (7943) 6052 5981 6002 585 6/8/1970 RP-13 RP 5765 5588 5907 N (8088, 8089) 5956 5832 5786 593 6/15/1970 RP 13 N RP 5624 5447 5500 N (8088, 8089) 5765 5666 5613 615 7/6/1970 RP-14b RP 6154 5748 6278 N (7612) 5726 5695 5825 616 7/6/1970 RP146 RP 6455 6420 6101 N (7612) 6027 6211 6200 617 7/6/1970 RP146 RP 6455 6561 6561 N (7612) 6342 6398 6420 632 7/14/1970 RP lSc RP 6296 6490 6314 N (7944) 6395 6473 6444 633 7/14/1970 RP lSc RP 6013 6013 5978 N (7944) 6335 6225 6162 642 7/21/1970 RP l.S-B RP 5960 6101 6225 N (7942) 6056 6013 6055 646 7/24/1970 RP-14A RP 5642 5836 5764 N (7612) 5981 5953 5914 669 8/11/1970 RP-16"8" RP 5960 5907 5871 N (7615) 5885 5822 5868 672 8/14/1970 RP16C RP 5801 5836 5907 N (7616) 5861 5875 5864 673 8/14/1970 RP16C RP 5748 5677 5730 N (7616) 5833 5794 5780 685 9/11/1970 RP16A RP 5642 5642 5642 N (7614) 5741 5688 5667 686 9/11/1970 RP16A RP 6066 6013 5659 N (7614) 5744 5801 5804 691 9/22/1970 RP-178 RP 5925 5960 5871 N (7617) 5861 5925 5886 699 10/2/1970 RP-17C RP 6084 5765 5535 N (7617) 5900 5921 5843 710 10/28/1970 RP 17A RP 6031 6278 6314 N (8090) 5857 5939 5985 711 10/28/1970 RP 17A RP 6508 6402 6384 N (8090) 6133 6307 6377 712 10/28/1970 RP 17A RP 6384 6632 6490 N (8090) 6398 6462 6458 725 11/13/1970 RP 180 RP 5783 5925 5783 N (7972) 6335 6243 6123 725A 11/13/1970 RP 180 RP 6119 6190 6225 N (7972) 6020 5960 6048 729 11/25/1970 RP-188 RP 5429 5447 5518 N (7970) 5949 5882 5762 730 11/30/1970 RP-15A RP 5730 5606 5677 N (7943) 5670 5546 5596 730A 11/30/1970 RPlSA RP 6154 6154 6384 N (7943) 5737 5864 5995 732 12/1/1970 RP-18A RP 5765 5801 5588 N (7971) 6027 6052 5938 732A 12/1/1970 RP18A RP 6225 6048 6402 N (7971) 5953 5885 6013
Calculation No.: FC08499 Rev. 0 Page 67 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Building Code Location of Concrete ll-28Daylab Ill- 28Daylab IV* 28 Day Lab Reactor Cavity Floor 5 Conserutive Rolling 5 Consecutive Rolling S Consecutive Rolling Set# cylinders AX= Auxiliary Building, Placement Strength (psi) Strength (psi) Strength (psi) orWalls7 (F/N) Average I (psi) Average II (psi) Average Ill (psi)
Cast RP =Reactor Plant 738 11/10/1970 RP-19Slab RP 5818 5925 5712 N (7973) 6016 6084 5981 738A 12/10/1970 RP19Slar RP 6084 6278 6314 N (7973) 5988 5963 6063 819 9/17/1971 RP 21aand b RP 5801 5376 5518 N (7980) 6038 5971 5857 824 9/28/1971 RP 20A and B RP 5448 6048 6066 N (7976) 5691 5638 5691 831 10/8/1971 RP21D RP 6048 6190 5995 N (7979) 5826 5960 6069 833 10/13/1971 RP22A RP 6544 6473 6190 N (7982) 6169 6250 6278 838 10/18/1971 RP20D RP 6544 6384 6119 N (7979) 6349 6427 6342 841 10/26/1971 RP22b RP 6367 6013 6119 N (7982) 6321 6285 6200 848 11/4/1971 RP-22C RP 5836 5960 5871 N (7982) 6091 6059 5960 The rolling average minimum and 20% passing limit are included in Section 6.0 of this calculation.
Calculation No.: FC08499 Rev. 0 Page 68 of 133 Evaluation of FCS Concrete Compressive Strength Test Data 6.0 Results & Conclusions Case Mean (psi) Standard Deviation (psi) 95% Confidence Level (psi) 1 6103 529 5232 2 6099 535 5220 3 5992 331 5447 4 6007 331 5463 3 Consecutive Rolling 5 Consecutive Rolling 3 Consecutive Rolling 5 Consecutive Rolling Case Average 10% Passing Average 20% Passing Average Minimum (psi) Average Minimum (psi)
Limit (psi) Limit (psi) 1 5482 4527 5712 4757 2 5482 4527 5702 4757 3 5588 5264 5712 5433 4 5617 5264 5734 5433 In accordance with Section 1.2, the minimum of the rolling average strengths for WSO and USO (5 and 3 consecutive test rolling averages respectively), not more than the 20th and 10th percentile for WSO and USO accordingly, will be used as the new design basis concrete strength. The new design basis strength will also be limited to no greater than the 95% confidence level.
Cases 1 and 2 apply to the AB. Both the 5 and 3 consecutive test rolling average minimums are below, or not more than, the 20th and 10th percentile acceptance criteria respectively. The minimum rolling average strength for cases 1 and 2 is 4527 psi, which is also below the 95% confidence levels for both cases. Therefore, a concrete compressive strength of 4527 psi meets all testing and acceptance criteria for the AB. Conservatively, the new Class B concrete compressive strength will be considered to be 4500 psi. This is conservative and provides an additional level of confidence.
Cases 3 and 4 apply to the CIS. Both the 5 and 3 consecutive test rolling average minimums are below, or not more than, the 20th and 10th percentile acceptance criteria respectively. The minimum rolling average strength for cases 3 and 4 is 5264 psi, which is also below the 95% confidence levels for both cases. Therefore, a concrete compressive strength of 5264 psi meets all testing and acceptance criteria for the CIS. Conservatively, the new Class B concrete compressive strength will be considered to be 5200 psi. This is conservative and provides an additional level of confidence.
Calculation No.: FC08499 Rev. 0 Page 69of133 Evaluation of FCS Concrete Compressive Strength Test Data 7.0 Design Basis, Licensing Basis and/or Operating Document Changes This calculation does not directly affect any Design Basis, Licensing Basis and/or Operating D.ocuments. This calculation supports Licensing Amendment Request (LAR), LIC-15-0142 [1] request to allow reinforced concrete structures located in specified areas of the AB and CIS to be evaluated using concrete compressive strength based on actual 28-day test data.
Calculation No.: FC08499 Rev. 0 Page 70of133 Evaluation of FCS Concrete Compressive Strength Test Data 8.0 List of Attachments 8.1 List of WIP Files Reviewed 8.2 Compilation of Pertinent WIP File Data [54] - [59]
Calculation No.: FC08499 Rev. 0 Page 71 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Attachment 8.1 List of W IP Files Reviewed
Calculation No.: FC08499 Rev. 0 Page 72of133 Evaluation of FCS Concrete Compressive Strenqth Test Data WIP Useful? Notes Engineer 2180 N 2197 N 2689 N 3164 y lists (all?) aux bldg pour numbers AW 3166 N 5932 N 6770 y AW 6872 N 6874 y AW 6875 N lists one year compressive strength 6891 N 7105 N 7469 N 8435 y AW 8438 y AW 8440 y AW 8441 y AW 8450 y AW 8465 y AW 8498 y AW 9643 N 13383 N 13448 N 13449 N 13497 y AW 13502 N 13518 N 13519 N 13531 N 13537 N 13539 N 13540 N 13541 N 13542 N 13545 N 13546 N 13576 N lists some 90 day test strengths 13605 y AW 13683 N 13870 N 15866 N 15950 N 18187 N 18971 N 19052 N 19086 N 19374 N W-7 location results on page 3 is class B AW 20156 N 20211 N 20347 y AW 20379 N 20532 y AW 20540 N 20701 y AW 20860 y AW 20861 N 20864 N 20886 y AW 20916 N
Calculation No.: FC08499 Rev. 0 Page 73of133 Evaluation of FCS Concrete Compressive Strenqth Test Data WIP Useful? Notes Engineer 20929 N 20965 N 21107 N 21195 N 21196 y AW 21341 N 21392 y AW 21393 N 21498 y AW 21499 N 21531 y AW 21548 y AW 21549 y AW 21559 y AW 21560 y AW 21614 N 21646 N 21660 y AW 21661 y AW 21671 y AW 21676 N 21697 y AW 21710 N 21732 y AW 21866 y AW 21888 y AW 21901 y AW 22036 y AW 22057 y AW 22081 N 22087 y AW 22123 y AW 22280 y AW 23500 y AW 23543 N 23565 N 25625 N 25991 y AW 26022 y AW 26401 y AW 29744 y AW 29745 y AW 31246 N 31861 N 31862 N 31863 N 31864 N 31865 N 31867 N 31868 N 31869 N 31888 N 31939 N 32170 N 32250 N 32389 N 32398 N 32412 N 32430 N 32447 N
Calculation No.: FC08499 Rev. 0 Page 74of133 Evaluation of FCS Concrete Compressive Strenqth Test Data WIP Useful? Notes Engineer 32456 N 32516 y AW 32529 y AW 33142 y AW 38071 y AW 38072 N 38075 y AW 38076 N 38086 N 38133 N 38134 N 38135 N 38139 y AW 38202 y Original evaluation of sets 1 through 6 showing strength in excess of min design strength AW 38207 N bldg 971 38235 N 38239 N 38350 N 38382 N 38603 y AW 38617 y AW 38619 y AW 38629 y AW 38631 N 38697 N 38759 N 39026 N 39027 y KC 39031 N 39033 N 39034 N 39035 N 39036 N 39179 N 39192 y KC 39203 N 39390 N 39392 N 39393 y KC 39395 y KC 39397 y KC 39400 y KC 39402 y KC 39407 y KC 39413 y KC 39417 y KC 39441 N has some 1 year test results 39990 y KC 40923 y KC 53943 N 53953 N 53962 N 53972 N 53978 N 53982 N 53984 N 53989 N 53990 N 57486 N 57487 y KC
Calculation No.: FC08499 Rev. 0 Page 75 of 133 Evaluation of FCS Concrete Compressive Strength Test Data WIP Useful? Notes Engineer 57488 y KC 57490 y KC 57491 y KC 57492 y KC 57493 y KC 57494 y KC 57495 y KC 57496 y KC 57497 y KC 57498 y KC 57499 y KC 57500 y KC 57501 y KC 57502 y KC 57503 y KC 57504 y KC 57505 y KC 57506 y KC 57507 y KC 57508 N 57509 N 57510 y KC 57511 y KC 57512 y KC 57513 y KC 57515 y KC 57516 N 57517 N 57518 N 57519 y KC 57520 y KC 57521 y KC 57522 y KC 57523 y KC 57524 N 57525 N 57526 y KC 57527 N 57528 y KC 57529 y KC 57530 y KC 57535 y KC 57536 y KC 57537 y KC 57543 y KC 57544 y KC 57545 y KC 57546 y KC 57548 y KC 57549 y KC 57550 y KC 59721 N 59722 N 62050 N 64134 N 64135 N 64136 N 64137 N 64138 N 64139 N 64140 N
Calculation No.: FC08499 Rev. 0 Page 76 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Attachment 8.2 Compilation of Pertinent WIP File Data [54] - [59]
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