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#REDIRECT [[LIC-16-0044, Calculation FC08499 Evaluation of FCS Concrete Compressive Strength Test Data]]
| number = ML16165A029
| issue date = 06/01/2016
| title = Calculation FC08499 Evaluation of FCS Concrete Compressive Strength Test Data
| author name = Westrum A
| author affiliation = Omaha Public Power District
| addressee name =
| addressee affiliation = NRC/NRR
| docket = 05000285
| license number = DPR-040
| contact person =
| case reference number = LIC-16-0044
| document report number = FC08499, Rev 0
| package number = ML16165A032
| document type = Calculation, Response to Request for Additional Information (RAI)
| page count = 134
}}
 
=Text=
{{#Wiki_filter:LIC-16-0044 Attachment 2 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 Structure:,. Containment 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 .d'd Print Name Si!'ll1Name Method of Review: 21 Detailed Review [gJ Alternate D Reviewer: 22 Tyler Knuth nm! I -;e;.. Print Name -Sign Name Review Notes: zi Independent review 121 (For Eiolemal Analyses Only) External Approver: 2* NIA NIA P!lntNarm Sign Name Exelon Reviewer: ., NIA NIA Print Name SlgnNama Independent 3rt1 Party Review Reqd? 20 Yes D Exelon Approver: 71 No [gj _/_2/JL Plin!Name EAG Reviewed {ifcJ W N\t( Af 't Initial Jl(p Date -1 v-r-Sign Name ,, 6/1/2016 Datto Testing D 6/1/2016 o.>11! N/A Da!e NIA Data 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 I scheduled to ensure that appropriate knowledgeable "experts" are utilized for reviews. I D I The Methodology is appropriate for the purpose and scope of 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 I . h th fi I d Al t 'b A h t 4 & 5 resu t m c an :Jes to e 1na pro uct. so see at ri utes on ttac mens 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 D l 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 Attachment 8.1 .................................................................................................................................. 71 Attachment 8.2 .................................................................................................................................. 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 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 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 1 Q28FT 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 1 Q38FT 41N" (F/N 7616). [15] 9319-B Sheet 1, Rev 1, "REACTOR PLANT, RP-17B AND RP-17C, ELEV 1 Q38FT 41N TO 1044 FT 1 QIN" (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 1 QIN" (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 1 OS9FT 1 OIN" (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 1 OS6FT 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 Evaluation of FCS Concrete Compressive Strength Test Data 44 48 "'" Cyl!nden ""' 2/17/19fB 2/18/19ffJ 2/19/19fB 2/22/19fB locatlonofConcrete Placement WallW-4PartltlAuxll!ary Building WaUW-SPartlt2AuxU!ary Build in WaUW*3Part113Auxiliary Bulldlng WallW-SPartltSAuxlllary Bu!ldln 51 2/28/19fB Auxlllarv&J!ldln WallW*l 52 2/28/19ffJ AuxlllarvBu!ldln WallW*l 3/8/19f8 97l*Auxll!ary 8ldg. W*8A, W4 P*4,W*2P*2 74 31811969 W4 5/8/1969 S!ab5S.1AuxlllaryB!dg. 122 5/8/1969 Slab55-1AmdllaryBldg. 5/8/1969 Slab55-1Auxlllary81dg. U4 5/8/1969 Slab55-1Auxillary81dg. 5/8/1969 51ab55-1Auxi!laryB!dg. U6 5/8/1969 Slab55-1AuxlllaryBldg. U7 5/8/1969 SlabSS.lAuxlllaryBldg. 148 5/23/1959 AlllllliaryBulldingAX-13-wall 149 5/23/1959 AuidHary BulldingAX-13-wall 6/6/1969 Aux. M-7 6/6/1969 Aux.M-7 181 6/6/l969 182 6/6/1969 Atlll.M-7 6/6/1969 Aux. M-7 184 6/6/1969 AuxM-7 185 6/6/1969 AuxM-7 186 6/6/1969 AuxM-7 187 6/6/1969 AuxM-7 188 6/6/1969 AuxM-7 Building Code AX=AuxllfaryBu!ldlng, RP=ReactorPlant AX AX AX AX AX AX AX AX AX AX AX AX AX Spedfled l-70ay 11*28Daylab IU*280aylab LV*280aylab Strength(psl}Strength(psl)Strength(psl} Strength{psl)Strength(psl) 5482 6862 5412 ., .. 7163 5907 '"' 5058 lll74 7127 7286 ""' 6597 "'"' 4810 6791 5412 6667 6950 7021 7074 5394 6827 6667 6720 5305 "" 6667 &367 6243 71ll6 7251 6986 5376 6544 "'"' 6410 6579 '651 5801 5588 7499 7612 7127 7110 6968 7056 5871 7339 6473 ""' 5447 7110 5535 6915 Page 17of133 V-28Dayfield Strength(psl} 5412 NOT@AREA PLACED 5412 5765 5836 ""' 6207 6437 6172 .,,, 5889 unab!etolocate unable to locate 5518 7074 7110 6632 6243 5871 "" Reference WIP8498, 13605 WIP8498,13605 WIP8498,13605 WIP8498,13605 WIPB498,13505 WIP8498,13605 WIP8498,13605 WIP8498,13605 WIP8498,13005 WIP3164 WlP3164 WIP3164 WIP3164 WIP3164 WIP8498,13605 WJP8498,13605 WIP8498,1360S WIP8498,13605 WIP8498,13605 WIP8435,8498,l3605 WlP8435,8498,13EOS WIP8435,8498,13605 WIP8435,8498,13605 WIP8435,8498,13605 ExterNlSubg101de w .. m(F/NJ Y(7641) Y(7642) Y(7642) Y(7641) Y(7641) V(7641) Y(7653) Y(7653) 7D.ayStrengthls8day,partofpouris exte1nalandpartisintemal partofpourJsexternalandp<irtls!nternal partofpourlsextemalandpartls!nternal W41sexternal W41sexte1nal W41sexte1na1 Sasedonthedatesforsets206*213,ltis reasonabletoconciudethesesetstook 1ace!nl969 Basedonthedatesforsets206*213,itls reasonab!etoconcludethesesetstook !ace!n1959 Basedonthedatesforsets206-213,ltis reasonabletoconcludethesesetstook tace1nl969 Sasedonthedatesforsets206-213,ltls reasonabletocontludethesesetstook place!n1969 8asedonthedatesforsets206*213,ltl$ reasonab!etooondudethesesetstook 1ace!nl969 26DayReldRequested,Basedonthedates forsets206-213,itisreasonab1eto oondudethesesetstookplacelnl969 26DayFieldRequested, Based on the dates forsets206-213,itls1easonableto condudethesesetstookplacelnl969 PDFpage34ofWIP8498isstampedrecelved 7/21/fB;thereforeitisreasonableto concludethesesetstookplaceinl969 PDFpage34ofWIP8498isstampedreceived 7/21/fB;thereforeitisreasonableto concludethesesetstookp!aceinl969 PDFpage34ofWIP8498isstampedreceived 7/21/fB;thereforeitlsreasonableto concludethesesetstookplaceinl969 PDFpage34ofWIP849Slsstampedrecelved 7/21/fB;thereforeltisreasonableto concludethesesetstookp!acelnl969 PDFpage34ofWIP84981sstampedrecelved 7/21/fS;thereforeltisreasonableto concludethesesetstookplacelnl969 Calculation No.: FC08499 Rev. 0 Page 18of133 Evaluation of FCS Concrete Comi;iressive Strength Test Data loatfonofConcrrte BulldlnaCode Sped fled 1-7Day 11-28Dayl.ab IU-28Dayi.ab IV-28Daylab V-28DayFleld ExtemalSubgrade ReactorC.VltyFloor .... Cyllnden Placement AXaAuxlllvyBulld!ng.. Strength(psl) Strength(psl) Strength(psl) Strength(psi) Strength(psl) Strength{psl) Reference Wall?(F/NI orWalls?(F/N) ..... Oort RP a Reactor Plant PDFpage34ofWIP84981sst:lmpedrecelved 189 6/9/1969 Aux17&18 A>. 400) 5801 JOOl "'' ""' 6791 WIP8435,8498,13S!i 7/2l/flJ;the1eforeitlsreasonableto contludethesesetstookplacelnl969 PDF page 4 of WIP 8435 is stamped received 206 6/l3/l9f/J AuxBlllldingM-6 A>. 400) 5871 7463 71'5 "" 7251 WIP843S, 13605 7/21/W;thereforeitisrenonableto 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 7251 7251 7145 67]fJ WIP8435, 13605 7/21/ff!J;therefo1eitlsreasonableto eoncludethesesetstookplaceinl969 PDFpagellofWIP84351sstampedrecelved 209 6/13/19fB Au11.BulldingM-6 A>. 400) 6544 7905 .... WIP8435, 13005 7/21/fB;thereforeitisreasonableto condudethesesetstookplaceln1969 PDFpage4ofWIP843Sisstampedrecelved 6/13/19@ AuxBulldlngM-6 6367 7182 7491 7835 ,,., WIP8435, 13605 7/21/fB;therefoieitisreasonableto condudetheH*setstookplaceinl969 POFpage4ofWIP84351sstampedreceived 211 6/13/19fB AuxBulldlngM-6 A>. """ 5995 .,,., 74'6 7322 6296 WIP8435, J.3605 7/21/f;B;thereforeitlsreasonableto concludethesesetstookp1acelnl969 PDfpage4ofWIP843Sisstampedrecelved 212 6/13/19(;!) AuxBulldingM-6 A>. """ 0084 7640 7092 7082 6243 WIP8435, 13605 7/21/fB;thereforeltlsreasonableto concludethesesetstookplaceln1969 PDFpage4ofWIP8435isstampedreceived 213 6/13/19fB AuxBulldlngM-6 AX """ 5553 7640 ,,., 6544 WIP8435,13605 7/21/fB;thereforeitisreasonableto concludethesesetstookplacelnl969 Therecelptstampdatelscutoffappearsto 256 6/24/1969 400) 5129 6773 ""' 6137 6225 WIP8438,13605 Y(7655) be196X,soitlsreasonabletoconclude thesesetstook lacein1969 Therecelptstampdateiscutoffappearsto 6/25/1969 MBAU'.CMat "" 6296 615* 6154 5712 WIP8438,13605 be196X,soltlsreasonabletocondude 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 Thereceiptstampdatelscutoffappearsto 261 6/25/1969 M8AuxMat A>. 400) ,,.. 6827 ,,,., 6720 6650 WIP8438,13605 be196X,soltlsreasonabletocondude thesesetstookplacein1969 Therecelptstampdatelscutoffappearsto 262 6/25/1969 MB Aux Mat 4916 "'" 6143 6402 "" WIP8438,13605 be196X,soltlsreasonabletoconclude thesesetstook !aceln1969 Thereceiptstampdateiscutoffappearsto 263 6/25/19f/J MB Aux Mat "" ""' .... 6632 5748 WIP8438,13605 be196X,soltisreasonabletocondude thesesetstook laceln1969 Therecelptstampdatelscutoffappearsto 264 6/25/190> M8AuxMat "" 5500 5801 5659 5235 WlP8438,13605 be196X,soltlsreason.abletocondude thesesetstook laceln1969 Therecelptstampdatelscutoffappearsto 265 6/25/19@ MB Aux Mat 6125 6597 ""' WIP8438,13605 bel96){,solt15reasonabletocondude thesesetstook laceln1969 Therece!ptstampdateiscutoffappearsto 267 6/26/19f/J AX39 7056 "'" 7145 6773 WIP8438, 13605 Y(7657) be196X,soltisreasonabletoconclude thesesetstook lacein19f/J "' 7/2/1970 AX51Wa11 A>. 400) "" ... ""' 6225 NOT@AREAPlACED WIP846S,13605 286 7/9/1970 AX*65&66Wa!ls A>. """ "" 5854 "'" 5305 NOT@AREA PlACED WIP846S, 13605 Y{76S6J 287 7/9/1970 AX73Wa11 A>. """ "" 6101 6125 NOT@AREA PlACED WIP846S, 13605 y 7659 Calculation No.: FC08499 Rev. 0 Page 19 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Cyl!nders "'" 711/1970 "' 7/18/1970 7/27119(/J 7/23/19fB 308 7/24/1969 8/13/19(/J 8/15/19@ 8/20!19fB 336 8/21/19fB 8/21/1900 8/22/19fB 343 8/26/19fB 344 8/26/19fB 345 8/28/19fB 346 9/211969 locatlonofConcrete Placement AX56 AX40&41 AX*S3 AX60Wa!I AX10 AX*44 AX67Wall AX61AWall AX47Wall AX68 AX37&37a AX45 348 9 51969 AX71 349 9/9/1969 AX36&37b 367 9/15/l9fD AX62,63,64 373 9/19/19f&#xa3;J AX3 374 9/191969 AX78Slab 375 9/19/19f/J AX24 9/22/19fE AX58 9/241969 9/30/1969 397 10/111969 AX*3l 398 10/2/19flJ AX-7 10/3/19f/J 404 10/7/19f/J 405 10/8/19f/J RPMud51ab3B 10/9/19f/J AX10Wall 10/10/1969 AX*8 415 10201969 AX-3o."B"Wall 416 10/2111969 AX9B 417 10/21/1969 AX22 420 10/27/19fB 10/'19/1969 AX10551ab 424 11/319f/J AX-9AWa1 428 11/71969 AX107Slab 429 11/10/1969 AX138,143,l44,146 11/10/1969 AX138,143,144,146 11/10/1969 AX138,143,144,146 432 11/1111969 AX-21Wall 440 11/15/1969 AX-lOOSlab 11/15/1969 AX-1005lab 446 11/18/1969 AX-19Wall 449 11/2()/1969 AX-20Wall 455 11/21/1969 AX-5Wall 456 11/21/1969 AX-175&176Wal[ 458 ll/24{1969 AX-104B 4W 11/2511969 AX-106Slab 461 ll/7<;/1969 AX*10651ab 462 11/25/1969 AX-10651ab 464 11/'191969 AX-l0151ab 465 ll/'191969 AX-10151ab 467 12/7/19f&#xa3;J AXlnAWall 468 12/5/1969 AX-246Wall 469 12/5/1969 AX-245Wall 474 1211111969 RP*SA 475 121711969 AX-1 12/W1969 4n 12/U/1969 478 12/U/1969 479 1969 AX*l 480 12/151969 AX-174A 11./16/1969 AX-166-167Wall l'l/19/1969 RP-55!ab&Wall Building Code AXcAu*lllaryBulldlng, RPcReactorPlant AX AX AX AX AX AX AX AX AX AX RP AX AX AX AX AX AX AX AX AX AX AX AX AX AX AX AX AX RP Specified 1-7Day 11*28Dayl.ab lll-28Dayl.ab IV-28Dayl.ab V-1.SDayFleld Strength{psl) Referenoe Strength(psl)Strength(psl}Strength(psl) Strength(psl) Strength(psl) 4368 4227 4315 4439 '616 "" 3997 '651 4510 4510 4333 4138 3997 4103 3961 4403 5341 4686 SOOS 4510 4421 .,., 5022 ""' 5058 4457 4350 4103 "" 4757 6455 5854 .,., 5535 6101 597!l 5818 6119 6349 5412 6278 5871 6119 6154 6031 6579 5907 5252 6331 5978 6296 5748 5871 ""' 6597 6473 6154 6154 6579 6720 5942 6172 6225 5836 6473 6119 6437 6897 6349 5447 6172 5995 5871 5889 5978 6384 5323 5889 5889 5854 6154 5518 6738 6597 5854 5058 5588 6101 6261 5942 6154 7145 6225 "'" "'" 5978 6420 6561 6473 5561 0013 5871 5854 6384 6420 6243 WJP846S, 13605 6119 WJP8465,13605 0)13 NOT@AREA PlACED WlP8440.1360S 6314 5748 WlP8440, 13605 ""' 5341 WIP8440,13605 5712 NOT @AREA PLACED WIP8440,13605 5465 WlP13605 NOT @AREA PLACED WlP13605 5730 5836 5783 WJP1360S 5765 5659 W1Pl3605 5871 5659 WIP13605 0013 5854 WIP8441,13605 5925 NOT@AREAPLACED WIP8441.13li05 5801 NOT@AREA PLACED WIP 844L 13605 6190 NOT@AREAPLACEO WIP844L 13605 5659 WIP844L 13605 6420 WIP844l, 13605 5518 51'19 5801 5518 WIP13605 61n 5376 WIP1360S NOT@AREA PLACED WIP 13605 62Cfl NOT@AREAPlACEO WIP13605 5978 4952 WIPMSO.l3605 6367 4n5 WIP MSO. 13605 56n WIPM50,13605 5482 NOT@AREAPlACEO WlPMS0, 13605 6278 5500 WlPM50,1360S 6367 5146 5482 NOT@AREAPlACEO WlPMS0, 13605 5942 4651 WlP8450, 13605 NOT@AREA PLACED WlP MSO. 13605 WlPMS0.13605 4934 5076 WlP84S0.13li05 6084 WIP8450, 13605 6137 NOT@AREA PlACEO WIP 8450, 13605 5925 4014 WIP8450,13605 5871 NOT@AREAPLACED WIP8450,13605 6101 5235 WIP84S0.13605 5235 4085 WlPM50,13605 6120 5730 WlP8450,13605 7145 5482 WIP8450,13605 0013 4987 WIP8450,13605 6437 5359 WIP8450,13605 6632 5836 WlP8450, 13605 6048 5182 WIP8450, 13605 7127 5412 6544 5465 5588 6544 ""' 6384 4704 6154 6614 6597 0013 4775 4350 6172 4952 6473 5058 4297 6650 4704 "'' 4757 WIP8450, 13605 WIP8450,13605 WIP8450, 13605 WIP8450, 13605 WIP8450, 13605 WIP8450,13605 WIP8450, 13605 WIP8450,13605 WIP8450.13605 WIP8450,13505 WIP8450, 13605 WIP13605 WJP8450,13605 WlP8450, 13605 WlP8450,13605 WIP8450,13605 WlP8450,13605 WIP8450,13605 WIPMS0,13605 WJP13605 ExtemalSubgrade Wall?(F/N} Y7662 Y7676 Y(7665) y 76761 Y(7674 Y(7687J Y7691 ., .. N7 .. Poun;AX*33aandAX*33bareshowninF/N 7665 AX76alsshown!nF/N7676 artedernal, artlnterna! C.olV-280ayReld5trengthverifiedwithP/ A C.ontainmentwalltrandercanalinterface C.ontalnmentwatltransfercanalinterface Calculation No.: FC08499 Rev. O Evaluation of FCS Concrete Compressive Strength Test Data Seti! Cylfnders ''"' 12/19/19(/) 485 l2/ll/19fB 490 l/7/l970 491 1/7/1970 492 1/7/1970 493 l/7/1970 494 1/7/1970 495 1/8/1970 496 l/8/1970 1/13/1970 499 1/14/1970 500 1/151970 501 1/16/1970 502 1/23/1970 503 1/23/1970 504 1/26/1970 507 1/28/1970 sos 1/30/1970 S09 2/6/l'J70 512 2/20/1970 2/20/1970 2/20/1970 2/20/1970 518 3/5/1970 519 3/51970 520 3/9/1970 521 3/18/1970 3/19/1970 4/2/1970 48/1970 4/91970 532 4/14/1970 533 4/15/1970 534 4/15/1970 535 4/15/1970 537 4/22/1970 4/23/1970 539 4/27/1970 540 4/28/1970 541 4/29/1970 543 5/1/1970 5/4/1970 5/4/1970 546 5/4/1970 547 5/4/1970 5/5/1970 5/5/1970 550 5/6/1970 551 5/6/1970 554 5/8/1970 555 5/12/1970 556 512/1970 557 5/12/1970 5/2Afl970 562 5/27/1970 6/4/1970 64/1970 585 6/8/1970 586 6/9/1970 587 6/9/1970 6/9/1970 fi/10/1970 593 "1151970 594 6/16/1970 595 6/16/1970 596 6/18/1970 (00 6/22/1970 6/23/1970 624/1970 location of Concrete Placement AX-1756&1768Wall AX-161Walls AX-102&103 AX-102&103 AX-102&103 AX*l02&l03 AX-102&103 AX-102&103 AX-102&103 AX109 AXl6' AX!S9 RP6&8 RP6&8 AX10851ab AX-153Wall AX-l42Wall AX-l37Wall RP-7&9 RP-7&9 RP-7&9 RP-10&12B RP-10&12B RP-11 RP-130Cols.7&8 RP-13NfromCol.9-Col.12 AX141Wall AX122AWall AX140Wall AX*2 AX*2 AX*2 AX149 AX138 RP-13-S AX-29dwall AX74A AX136A AX-110 AX-110 AX-170&1n RP-C-4-2,C-5-2,C-6-2 AX-200 AX121A51ab AX147 RP9 RP9 AX-127 RPlSa AX125&132 AX125&132 RP*13 AX112 AX112 AXU2 AX-123a&AX130-b RP13N AX-111 AX-111 AX-130 AX-124&126 AX170&1n AX2l2&215 Building Code AX =Auxlllary Building. Specified 1-7Day 11*28Daylab 111*28Daylab IV*28Daylab Strength(psl)Strength{psl)Strength(pslJ Strength(psl) Strength(psl) 5341 AX 4492 5871 5730 "'" AX 6437 6'67 AX 2582 5518 AX 4174 6137 6'67 AX 4156 5871 5765 "'" AX 4085 5871 6526 AX 3873 5818 5588 5730 4350 6526 5942 3731 5783 RP 5252 5323 5217 AX 5659 5695 3572 5518 5394 5642 4174 5677 5730 AX 3714 5007 5642 RP 5836 5659 RP 5518 RP 4138 5942 4227 61!,I 5659 4244 "'" 6261 "'" 5871 5818 AX 6125 6190 AX 3961 6349 6278 6420 AX 6490 6437 AX 6402 "" 6579 6172 RP 5907 AX 3979 "'" 6225 AX AX ""' 6791 4403 6243 6'67 AX 4757 6261 6561 AX 6437 4333 6261 6490 6473 4174 5836 5995 AX 6278 AX AX 3961 5659 5978 5836 AX 4032 5801 5783 RP "185 6296 "" RP 6137 AX 5942 5836 5871 RP 5942 AX AX 6225 5854 4297 5765 5588 5907 AX ""' 5642 5900 AX 5925 5871 4527 6119 6261 4032 5624 5447 5500 AX 5730 AX 6119 5942 AX 6119 619;) AX 6331 6154 456' 6119 6137 4899 6827 Page 20 of 133 V-28DayFleld Strength(psl) 4421 4457 4492 4916 4633 4740 3731 4421 4315 4598 4174 5199 4510 5270 SOOS 5164 5624 5058 5058 5571 5022 5058 5659 5500 4934 5199 5535 5305 5677 5518 4527 4810 5305 5553 Ref ere nee WIP8450,13605 WIP8450,13605 WIP8450,13605 WIP8450,13605 WIP8450,13605 WIP8450,13605 WIP8450,13605 WIP8450,13605 WIP8450,13605 WIP8450,13605 WIP8450,13605 WIP8450,13605 WIP84S0.13605 WIP13605 WIP13605 WIP8450,13605 WIP8450,13605 WIP8450,13605 WJP8450,13605 WJP13605 WIP13605 WIP13605 WIP13605 WIP13605 WIP13605 WIP13605 WIP13605 WIP13605 WIP13605 WIP13605 WIP8465,13605 WIP8465,13605 WIP13605 WIP8465,13605 WJP8465,13505 WIP8465,13605 WJP8465,13605 WJP8465,13605 WJP8465,13605 WIP8465,l3605 WIP8465,13605 WJP13605 WIP8465,l3605 WIP8465,13605 WIP6770,13605 WIP6770,13605 WIP13605 WIP6770,1360S WIP13605 WlP6770,8465,13605 WlP6770,8465,13roS WIP13605 WIP6770,13605 WIP6770,13005 WIPDTJ0,13605 WIP6770,l3605 Wl?13605 WIPDTJ0,13605 WIPDTJ0,13605 WIP6770,13150S WIP6TI0,13605 WIP6770,13605 WIPfiTl0,13605 UtemalSubgrade WaU?(F/N) vms Y7684 Y(7n8) vms AlrtestsoncorrectedloadsS.3,S.5,4.8 N 7917 SGVaultwaH N(7917) 28DayFieldPossiblydamagedonjobslte 28Da"fieldPosslbl dama edonobslte 28DavFJeldPosslblydamagedonjobsite V(7918,7007) PartofRP-7andRP-9surroundsreactor V 7918,700TI PartofRP-7andRP-9surroundsreactor V 7918, 700/J PartofRP*7andRP-9surroundsreactor V7918,7007 PartofRP-7andRP-9surroundsreactor N(7&l8) SGVaultwall N 7&l8 SG Vault wall Nl7009) Basementwallooenln nearCol9 N 8088,8089 1013'El N(8088,8089) l013'EL N(8088,8089 1013'EL artialabovearade N 8088,8089 lOB'EL Fieldcvllnderpossiblydamagedonsite Field.,,IJnderpossiblydama,,.edonsite Field.,,linder osslbl damaaedonsite Unknown Fieldtest9da breaks V70071 PartofRP-9surroundsreactor Y7001] PartofRP-9surroundsreactor N(7943) N 8Cti!S,SOS9 1013'El AX-112.aJsshown In F/N n18 AX-112aisshowninf/N7n8 AX-112aisshowninF/N7718 N SOSS,8089 1013'El Calculation No.: FC08499 Rev. O Evaluation of FCS Concrete Compressive Strength Test Data S.t# 610 614 Cyllnders c .. t 6/26/1970 6/30/1970 7/2/1970 76/1970 616 7/6/1970 7/6/1970 618 7/7/1970 619 710/1970 7/10/1970 7Jo/1970 7/10/1970 7/10/1970 fiJ.7 7/13/1970 7/13/J.970 7/13/1970 630 7/13/1970 631 7/14/1970 632 7/14/1'370 633 7/14/J.970 637 7/16/1970 641 7/17/J.970 7/21/J.970 643 7/22/J.970 7/22/1970 645 7/21/J.970 646 7/24/J.970 647 7/24/J.970 7/27/1970 649 7/27/1970 654 7/30/J.970 655 7/31/1970 8/3/1970 8/6/1970 660 8/6/1970 664 8/7/J.970 665 8/7/J.970 669 8/11/1970 fi10 8/11/1970 671 8/13/1970 8/14/1970 8/14/1970 674 8/20/1970 678 8/27/1970 Location of Concrete Platel'l'H!!nt AX!33 AX211 AX-151h&157b RP-14b RP146 RP146 AX1516+1576 AX*134WAU AX-134WAU AX-134WA11 AX-134WALL AX*l34WAU AX-202A AX-202A AX-202A AX-202A RP15c: RPlS.-B AX201 AX201 AX148 RP-14A AX-218,220,223 AX-204A+205A AX-216+217 AX168a+169 AX203,20Sb AX203,20Sb RP-16"8" AX-182a RP16C AX-221 679 8/28/1970 AX300a,30la+131a 680 8/28/1970 AX300a,301a+181b1 683 9/10/1970 AX122b 685 9/11/1970 RP16A 686 9/11/1970 RP16A 687 9/15/1970 AX178C0!.5 9/21/1970 AX-225A+22M 9/21/1970 AX-225A+22M 691 9/22/1970 692 9/23/1970 AX204B 9/25/1970 AX-302 934 9/25/1970 AX-302 695 9/25/1970 AX-1248 e!l6 9/29/1970 Ax-231&235 fB7 9/30/1970 AX317&233 10/1/1970 M311&3U 699 102/1970 RP-l7C 7IXl 10/7/1970 Ax234a 701 1017/1970 Ax234a 702 10/7/1970 Ax2.34a 703 10/7/1970 Ax234a 10/13/1970 10/14/1970 AX123b Building Code AX"'AullfllaryBuJldlng. RP"'ReactorPlant AX AX AX AX AX AX AX AX RP AX AX AX AX AX AX AX AX RP AX AX AX AX AX RP AX AX Specified 1*7Day 11*28Daylab fll-28Daylab lV-28Daylab Strength(psl}Strength(psl)Strength{psl} Strength(psl) Strength(psl} 5978 6225 4000 4439 5978 6119 6225 4315 4527 6455 6410 6101 5925 5871 5748 6119 4000 459' 6101 6137 6225 4000 6437 6738 4421 4386 6296 6119 5093 "'' 6526 $14 61!X) 6190 5995 6296 6490 6314 0013 0013 5978 5871 5642 5836 5748 5907 5925 4457 5900 6225 4000 4457 0013 6190 6172 4916 6402 6437 4439 6278 6278 5836 5764 5164 5801 5394 4333 5695 5764 5447 4421 5801 5642 0013 4492 5925 0013 4757 5818 6296 6207 6314 6119 6172 6261 6137 4333 5900 5907 5871 4510 5995 3944 5942 5765 5907 4474 5535 5341 0031 5978 5642 5642 5642 0013 6579 4174 5765 6261 3891 6190 5942 5925 5900 6331 6314 6597 4333 6119 6314 5942 4227 6278 6119 6261 4421 6597 6579 6579 6296 6367 6278 3749 5571 5871 3578 5818 5659 5712 4200 5765 5535 4050 5765 5889 5801 3802 5730 5659 5801 3961 5801 5907 4050 5978 6207 6190 4704 Page 21 of 133 V-28Dayfleld Strength(psl) 5925 5058 5170 5836 5606 5730 5942 5129 5359 5170 5305 5412 5341 5288 5500 5712 4987 5571 5164 4810 5500 5606 5111 4757 5376 5553 4969 5465 4633 4297 -4810 4863 4757 4828 4828 Reference WIP6770, 13605 WIP6770,13605 WIP6770, 13605 WJP13605 WIP6770,8465,1360S WIP6770,8465,13605 WIPfill0,8465,13005 WIP6770,8465,1360S WIP6770,8465,13EiOS WIP6T70,8465,13605 WIPfiTI0,8465,13605 WIPfill0,8465,13605 WIPfiT70,8465,1360S WIP6770,8465,13605 WIPfiTl0,8465, 13005 WIP13605 WIP13605 WIPfil70,1360S WIPfiTl0,13605 WIP1360S WIPfiT70,1350S WIP6770,1360S WIP6T70,13605 WIP13605 WIP6770, 13005 WIPfil70,8465,13005 WIPfil70,8465,13005 WIPfil10,8465, 1360S WIPfiTl0,8465,13605 WIP(;l7Q,8465,1360S WIP6770,8465,1360S WIP6770,8465,1360S WIP6770,B60S WIP6770, 13605 WIP13605 WIP6770, 13605 WIP6770, 13605 WIP13605 WIPfiT70, 13605 W1Pfil10, 13605 WIP6770, 13605 WIP6770 W1Pfil10 WIP6770 "1?6770 "1?6770 "1?6770 "1?6770 "1?6770 WIP6770 WIPfil10 "1?6770 WIP6770, 13605 WIP6770,13605 WIPfil70, 13605 WIPfiT70, 13605 W1Pfi170,13605 WIP6770, 13605 W1Pfil70,1360S WIP6770, 13605 WIPfiTI0,13605 ExtemalSubgrade Wall?(F/NJ N(7612) N(7612) N(7944) N(7944) N(7942) N(7612) N 7615 N(7616) N(7616 N(7614) N(7614) N(7617l N 76171 SGvaultwall consideredaspartofRP*14bbasedontest dates coreideredaspartofRP-14bbasedontest dates 5Gvaultwall CLASS A RECORDED, DO NOT USE CLASS A RECORDED, DO NOT USE SGvaultwall SGvaultwall 5Gvau!twall Extraa!rtesttakenthioughoutthispour-4.0,4.4 CollV-280aylabStren11:1hisP/A 5Gvau!twall SGvau!twall 1045El 1045El Calculation No.: FC08499 Rev. O Page 22of133 Evaluation of FCS Concrete Comoressive Strenoth Test Data 706 707 708 "'" Cyllnders "'" 10/20/1970 10/21/1970 10/22/1970 10/22/1970 710 I 10/"J.8/1970 711 110/28/1970 712 110/28/1970 713 110/29/1970 714 ll0/'19/1970 715 110/30/1970 716 110/30/1970 717 110/30/1970 718 110/'3-0/1970 722 I 11/6/1970 n3 t 11/9/1970 n4 11111211970 n5 111/13/1970 11/13/1970 11/17/1970 n1 111111/1970 11/17/1970 729 111/25/1970 730 111/30/1970 731'.lA 111/30/1970 12/1/1970 12/1/1970 732A I 12/1/1970 J1/4/1970 12/4/1970 12/4/1970 735 I 12/4/1970 736 I 12/4/1970 736A I 12/4/1970 737 I J1/4/l'370 738 IJ1/l0/1970 738A 112/10/1970 743 3/4/1971 744 I 3/11/1971 745 3/18/1971 LoeationofConcrete Placement Ax303&AX316 AX179&182b AX401a&402b AX401a&402b RP17A RP17A RP17A Ax31S&319 Ax-400A Ax-400A Ax-400A Ax-400A AXU.7,228,229 AX2340 RP180 AXnb RP-188 RP-lSA RP15A RP18A AX-502 AXS02Slab AX-502 AX-502 AX502Slab RP-19Slab RP19Slar ColsElev.103CAX3l!lo\,AX 321A ParapetWa11sAX405,406-1044'-0" 747 I 3/26/1971 IAXPadsRM69AC-33,VA-17, VA-18 748 4/2/1971 749 4/5/1971 750 4/9/1971 AX180Al81A,181BWa11s AX123C Wall, AX310C., 321( Cots. AX186SLAB 751 I 4/16/1971 I AX 181-B Wall & Col. AX321D 752 I 4/19/1971 I AXlSOCWaH 4/26/1971 I AX225b,226b,4103 767 I 4/26/1971 I AX21.5b,226b,410a AX187aSlabAX188stairs 769 I 4/29/1971 I AX187b no I 5/6/1971 I AX85Pad Building Code AXcAullfllaryBulld!ng, RP,,ReactorPlant AX AX RP RP AX AX AX AX AX AX RP RP RP RP AX RP AX AX AX AX AX AX AX AX Specified I 1*7Day 111*28Daylab 1lll*28DaylabllV-28Daylab Strength(psl)Strength(psl}Strength(psl) Strength!psl} Strength(psl) V-28DayF/eld Strength(pslJ Reference """' """' """' """' """' """' """' 4000 """' 4000 """' """' """' """' """' """' """' """' 4000 """' """' """' 4000 """' """' 4457 4421 4439 4810 4545 4740 4174 4174 3837 4067 4032 4297 3997 sampled@ end of pump discharge hose sampled@ end of pump discharge hose sampled@ end of pump discharge hose 3784 3891 sampled@ endofpump discharge hose sampled@ end of pump discharge hose 4846 3678 3767 35n 3183 3625 "" 3130 5076 6100 6314 6367 5942 5871 6278 6500 64-02 6384 "" 6455 6455 6579 6048 5730 6280 6225 5854 ""' 6295 5900 5783 5925 6119 61W 5978 5818 6296 6261 5429 5730 6154 6154 5553 6225 6048 5571 5535 5394 5412 5712 5606 5748 5925 6084 6278 6278 6314 5818 5765 5482 ""' 5465 5500 5252 5412 5606 5412 5040 4793 5129 5500 4704 4757 56n 6154 6278 6561 6119 7145 6738 4633 WIPfiTIO, 13605 5995 WIPfiTI0,13605 WJP6770,13605 WIP6770,13605 6314 4510 W1Pl3605 6384 I 4722 WIP13605 6490 I 4987 SOOS I W1P6770, 13605 4740 I WJP6770, 13605 WlPfiT70, 13605 6331 I 5093 I WlP677'0, 13605 6154 I 4527 I WlP6TlO, 13605 6048 I 4740 I WIP6Tl0,13605 6120 I 4400 I WIP6Tl0,l3605 5925 I 3979 I WIPfiTT0,13605 WIP6Tl0,13605 5783 I lost on lob WIPl3605 6225 I lost on/ob WlP13605 5765 4280 I WlPfiTT0,13605 6207 4358 I WIPfiTT0,13605 6119 4315 I W!Pfil70,13605 NOT@AREAPlACED 6384 WIP3164,fil70 5429 4262 WlP6TlO, 13605 4457 WlPl.3605 6402 WIP3l64,fil70 WlPfiTT0,13605 WlPfiTT0,13605 WlP3164,6770 5695 WIP6770,l3605 5447 WlPfiTT0,13605 56n WlP3164,6770 5659 3661 WIP6770, 13605 5712 4510 WlP13605 WIP3164,6770 6720 4545 WIP6Tl0,1360S 5783 3484 WIP6Tl0,13605 NOT@AREA PlACEO WIPfiTT0,13605 wtPfiTTO, 13605 5323 4474 IWIP6Tl0,39395,13W' 5270 lwtPfiTTO, 39395, 4722 4421 IW1Pfil70,39395,l.300' 5500 5058 WIP6Tl0,l360S 4704 I 4120 I WIPfiTT0,13605 6013 I 5447 I WlPfil70,39393 6'333 I 5695 I WJP6Tl0,39393 6137 4828 I WlP6770,39393 6243 5359 I WIP6770,39393 7092 I NOT@AREAPlACEDI WlPfiTT0,39393 ExtemalSubgrade Wall?{F/NJ v1m2 !Notes N/8090' N(8090) N(W30) Nl79n Nl79n N(7970} N(7943) N(7971) N(7973 N(7973) 1045EL 1045El 1artialabove11:rade :setllanddatecutoffinWlP3164scan, remainingdatamatches6770 :setllanddatecutoffinWlP3164scan, remaining data matches mo 1060EL 12DayFieldCure Calculation No.: FC08499 Rev. O Page 23 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Cyl!nders "'" 775 5/17/1971 s111/l9n 5/24/1971 LocatlonofConc:rete Placement AX-411A,123d.122Cwalls AX-4llA,123d,122Cwalls AX502AX86Watl 781 5/26/1971 AX301b,304C,183b 782 5/27/1971 AX410J 783 6/3/1971 AX314, 322, AX313a Walls 784 6/4/1971 CurbAX4008.C.D 785 8/5/1971 AXlOllc&D 78SA 8/5/1971 786 8/5/1971 787 8/9/1971 788 8/12/1971 8/13/1971 8/13/1971 8/13/1971 8/13/1971 8/17/1971 8/20/1971 8/24/1971 801A 8/24/1971 802 8/25/1971 803 8/26/1971 810 8/31/1971 9/2/1971 8llA 9/2/1971 9/9/1971 814 9/9/1971 9/10/1971 816 9/15/1971 9/16/1971 819 9/17/1971 9/22/1971 821 9/23/1971 824 9/28/1971 825 9/29/1971 9/30/1971 l0/7/1971 10/8/1971 832 10/12/1971 833 10/13/1971 834 10/14/1971 835 10/14/1971 AX*lOllC&D C.o!umns3l38 AX22SC AX323Wall AXSOOAX503A AXSOOAXS03A AX-5ro\&503A AX500&503A AX*226C AX500B&S038 AX4118 AX-4118 AX-410C&225d 1057PARAPETWAl1 AX502Relief Panel AX123E AXillE AX501&503 Part AX501&503 Part PressurePanelsElev,1036 (AxBldg.l AX2260Wall AX411CWall RP21aandb 1057Parapets-AX50S,514, 515,516&507 AX*1220Wall AXl23FWall RP21D AX206andPads RP22A AXfDJA AXfDJA BulldlngCode AX=Auxll1aryB11Udlng, RP=RuctorPJant AX AX AX AX AX AX AX AX RP AX RP AX AX AX RP AX RP AX AX AX Spedfied l-7Day 11*28Dayl.cib lll-28Dayl.cib IV-280ayl.ab V-280ayFleld Strength(psl} Reference Strength{psl)Strength(psl)Strength(pslJ Strength{psl) Strength(psf) 4457 4457 4174 4598 ""' 4156 sampled@ endofpump discharge sampled@ end of pump discharge hose sampled@ end of pump discharge """ 6526 6455 5535 6190 "'" 5465 5818 5553 6314 5500 5712 6084 6296 5915 5783 4000 4280 5995 4000 4000 3873 4757 sampled@ endofpump discharge hose 4633 3810 4522 3749 4563 5305 6101 5748 5712 6119 6296 6278 5925 5801 5518 5818 S3ll5 5624 6137 6190 5835 5412 5960 6367 5695 5889 6172 6473 5942 5836 5907 5447 5695 6190 5465 6225 5376 5482 6314 6101 5642 6473 6526 6756 5978 6172 5978 WIP3164,6874 5199 WIP3164,6874 622S 5518 WIP3164,6874 6314 WIP3164,6874 5270 5182 WIP3164,6874 6261 5748 WIP3164, 6874 5941 5712 WIP3164,6874 5907 5252 WIP3164,6874 5765 WIP3164,6770 5449 WIP3164,6874 NOT@AREA PLACED WIP 3164, 6874 6561 5900 WIP3164,6874 5146 4881 WIP3164,6874 5182 5323 WIP3164,6874 5871 WIP3164,6770 5836 WIP3164,6874 WIP3164,6874 5978 WIP3164,6874 4987 WIP3164,6874 WIP3164,6770 5235 WIP3164,6874 4969 WIP3164,6874 6278 5465 WIP3164, 13605 4899 WIP3164,6770.13605 WIP3164,6770 5182 WIP3164,6770,13605 5553 WIP3164,6770,l3605 NOT@AREA PLACED WIP 3164, fiTlO, 13605 6225 5376 WIP3164,6Tl0,13605 5447 WIP3164,6Tl0,13605 5518 5146 WIP13605 4510 WIP3164,6770,13605 6261 4863 WIP3164,6770,13605 4899 WIP13497 5925 WlP6Tl0,13497,3919 6013 4350 WIP6770, 13497,39l9 5359 4191 WIP6770,13497,3919 5995 5129 WIP13497 6314 5376 WIP6770,l3497,3919 6190 11987 WIP13497 5412 WIP6770, 13497,3919 5500 WIP6770, 13497,3919 4492 WIP6770, 13497,3919 &itemalSubgr.ide Wall?{F/N) V(7B95) ReactorCavltyFloor Notes orWalls?(F/N) N 7980 N 7976 N{7979) Nl7982) setncutoffinscan!n3164,fu!lscanln6874 setllcutoff!ns.canin3164,fu!lscanln6874 setllartoff!nscan!n3164,fuUs.canin6874 AX-86oart1alabovel!rade setllartofflnscanJn3164,fuUseanln6874 setllcutofflnseanin3164,fullseanln6874 setllcutofflnscanln3164,fullseanln6874 setllcutofflnscanin3164,fullseanln6874 setllcutoffinscanln3164,fullseanln6874 setllanddatecutofflnWIP3164scan, remain!ngdatamatches6770 setllcutofflnscanln3164,futlseanln6874 setllcutofflnseanin3164,fu!lseanln6874 setllcutofflnseanin3164,fu!lseanin6874 setllcutofflnscanin3164,fu!lseanln6874 setllcutofflnseanin3164,fu!1seanln6874 setllanddatecutoff!nWIP3l64scan, remalnlngdatamatches6770 setllanddatecutoffinWIP3164scan, remainlngdatamatches6770 Thispourislikelypartofthe1Cl57Elparapet wallfortheAuxBuilding. Checktoseeifthe testresultscorrespondwlthanyoftheother para etwall ours. Setllisnotcompletelyleglble.1..oglcally basedondatesandwhatnumbencanbe readonthlspageandthepreviouspageof WIP3164,this5etllls810. seenoteforSet118lO setllanddatecutoffinWIP3164scan, remaln1ngdatamatches6770 seenotefor5etlt8l0 seenoteforSet11810 seenotefor5etll8l0 seenoteforSet/1810 seenotefor5etll810 seenoteforSet118l0 seenoteforSetll810 Setlllsnotcompletelylegible. l..o2ically basedondatesa11dwhatnumbencanbe 1eadonthlspageofWJP6770,th!sSetllis 825.C.onflrmedlnWIPl3497. seeriotefor5et11825 seenoteforSetll825 seenoteforSet11825 seenoteforSetll825 seenoteforSet11825 seenotefor5etll825 Calculation No.: FC08499 Rev. 0 Page 24of133 Evaluation of FCS Concrete Compressive StrenQth Test Data 837 "' CyUnders "'" 10/15/1971 10/18/1971 10/'12/1971 locatlonofConcrete Placement AY.112C RP200 lD/l6/l971 l1057RoofB.O.SPipeSleve&#xa3;. AUll.Bldii. 841 ll0/26/19711 RP22b 842 110/27/19711 RP-7-2 10/JS/19711 AX122C 845 I 1Vifi.971 I AX-6008 846 I 11/2/1971 I AX-6008 847 I 11/4/1971 I AX-160BandAX-2&deg;'1 : I I 1M4 Ax. Bld.11.. 851 I 11/10/19711 AX-fll5ParapetWall 852 I 11/11/1971 I AX-600C 853 111/11/1971 11/11/1971 I AX-114bandc 855 111/17/1971 I AX114a&dwall 856 I 11/19/1971 I AX89Slab 11(24/1971 I AX90Sta!rs fl/2/1971 I AX71698/0inAX316Wall 860 112/13/19711 AX139Wall 861 I fl/14/1971 I AX114d 862 I fl/23/1971 I AX114eS!ab 863 I U/23/1971 I AX7080B/0 1/13/19n I AX-192AX-1836b304a,19J.a 1/19/JEn 8n I ll26/19n AX7008B/O'sl,2,3AX700'J B/O'sl2,3 ,,_ 873 I 2/1/l912 875 I 2/4/19n 876 881 883 "' 887 "' 890 891 891 AX225C, VA-fB, AX411h, 2/9/19n AX234b 2/11/19n I AX32Sa, 326a, 327a (Walls) 3/1/1972 I AX19lbandd 3/1/"J972 I AX32Sb,326b,327bandc 3/2/1972 I AX7024-18/0s 3/9/1972 I AX B/Os 7019-3 Rm's 4-15 3/15/1972 I AXB/Os7019-ll 3/20/1972 I AX191-E,304Band324-A 3/22/1972 I AXB/Os7003-1 3/29/1972 I AXB/Os7050.1,2,3,4,5 3/30/1972 I AX324b,504 4/5/1972 I 4/10/1972 IAXB/OS7028L7,B410&AA 38a,b,c 4/12/1972 4/18/1972 AXB/057028-3,5,6, 7,15, 18,19,20,22 AXB/057153-57153-3,5 7014-1,2,3,47015-1,2,3,5 B/OS7463-lto12 893 I 4/19/1972 I RPlSAStair&Curb AXB/057059-5, 7,8 894 I 4/26/1972 IAXB/057059-2,3,67066-10 7030-2,37061-2 895 I 4/27/JE72 I AX114Slab 897 I 5/3/1972 IAXB/057030-1,6,7,147029-5, 77039-7AX114BStairs 898 I 5/4/1972 I AXB/07Q61).1 5/10/JE72 IAXB/057028-1,11,127029-1.2,3,4,5,7,8,9 900 I 5/11/1972 IAXB/057023-77025-2,3,5,6 7017-1 5/16/1972 902 I 5/18/1972 IAXB/057146-17174-17147-2; BulldfngCode AX" Auxiliary Bu!ldlng, RP;ReactorPlant RP ,., AX RP RP ,., AX ,., ,., AX AX ,., ,., ,., AX AX ,., AX ,., ,., ,., AX ,., ,., ,., ,., ,., ,., ,., ,., Spedfled I 1*70ay 111-280ayLabllll-28DayLabllV-2803yLab Strength{psl)Strength(psl)Strength(psl) Strength(psiJ Strength{psl) V-28Dayfleld Strength(psl} Refererv;e -""' -'474 -5588 4669 -4315 -3'78 -42'4 -3961 -4041 -3749 4138 -3579 -..,, -4987 ..,, "" -4014 ..,, 4386 ..,, ""' ..,, ..,, '457 4297 -4757 --4411 ..,, '411 -"" ..,, 4563 4810 --5305 -3537 -4315 -4156 0048 "" 7481 61n 6'67 61n 6207 6437 fil1IJ 6455 5836 5801 5217 5359 61.37 5712 5571 6207 5641 ""' 4651 "" Ol13 5748 6119 4916 6314 6190 5252 5925 5730 5836 5500 5500 5765 5359 "" 4899 4174 6207 6384 7446 6401 ""' 5642 "" 6473 6384 6314 590l 5889 5323 5818 6685 5695 6243 5571 5641 4899 590l 5748 6455 5093 "'' 6331 5188 5394 5659 5518 5659 5012 5146 4757 6261 5444 IWIP6770, 13497,3919 5005 WlP13497 WIPl.3497,39192 6473 5093 I WIP13497,39192 4863 WJP13497 5765 4403 WIP13497 6172 5111 I WIP13497,39192 6314 4350 I WIP13497,39192 4474 I WIP13497,39192 6243 4527 I WIP13497,39192 ::; I I 4262 I WIP13497,39192 4138 I WIP13497,39192 5942 4120 I WIP13497,39192 6225 4297 I WIP13497,39192 6597 4598 5712 4457 WIP13005 ti048 I NOT@AREAPLACEOI WIPl.3*05 5288 I NOT@AREAPLACEDI WIP13&'.15 WIPl.3&'.15 WIPl.3005 4333 WIP13EOS 5058 4686 I WIP13EOS 5801 4959 5730 Dama.11.edatJobSite 5012 WIP13497 5836 4934 WIP13497 5135 SOOS W1Pl3497 5058 WIP13497 6331 WlP13497 5199 WlP13497 4333 WIP13497 "" WlPl.3497 DamaRedatJobSite WIP13497 4849 W1P13497 5695 5465 WIP13497 6526 562' 5925 4757 WIP32516 5925 4916 5588 5659 5780 5659 5465 WIP32516 "'66 5341 5394 WIP32516 5836 4793 5041 4740 WIP32516 WIP32516 4669 3944 4686 WlP32516 4651 4067 &:ternalSubgrade Wall?(F/N) Y{7873) Y(7873) !Notes seenoteforSet11825 N(7982) Y{7984' 1artiallvsurroundsreactor N/7982l AX-114bandcpartlalabovegrade AX-114apartialabovegrade 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,&#xb5; SINGLE TAIL 95% CONFIDENCE, &#xb5; -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 Location of Concrete Building Code 11-2B Day lab lll-2BDay lab IV -28 Day Lab External Subgrade 3 Consecutive Rolling 3 Consecutive Rolling 3 Consecutive Rolling Set# cylinders Placement AX= Auxlllary Building, Strength (psi) Strength (psi) Strength (psi) Wall?(F/N) Average I (psi) Average II (psi) Average Ill (psi) Cast RP =Reactor Plant 43 2/17/1969 Wall W-4 Part #1 Auxiliary AX 7039 6862 7039 Y(7641) 6980 Building 44 2/18/1969 Wall W-5 Part #2 Auxiliary AX 5818 6048 5588 Y(7642) 6573 6302 5818 Building 45 2/19/1969 Wall W-3 Part #3 Auxiliary AX 6544 6968 7163 6060 6367 6892 Building 48 2/22/1969 Wall W-5 Part #5 Auxiliary 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 72 3/8/1969 971-Auxiliary Bldg. W-SA, W4 AX 6597 6650 6862 Y(7641) 7003 6844 6703 P-4,W-2P-2 73 3/8/1969 971-Auxiliary Bldg. W-8A, W4 P-4, W-2 P-2 AX 6544 6544 6685 Y(7641) 6685 6650 6591 74 3/8/1969 971-Auxiliary Bldg. W-8A, W4 P-4, W2P-2 AX 6986 6508 6791 Y(7641) 6738 6726 6762 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 Location of Concrete Building Code ll-28Daylab 111-28Day Lab IV -28 Day Lab External Subgrade 3 Consecutive Rolling 3Consecutive Rolling 3 Consecutive Rolling Set# Cylinders Placement AX= Auxiliary Building, 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 Location of Concrete Building Code 3 Consecutive Rolling Set# Cylinders AX= Auxiliary Building, ll-28Daylab lll-28Daylab IV-28 Day Lab External Subgrade 3 Conserutive Rolling 3 Consecutive Rolling cast Placement RP= Reactor Plant Strength (psi) Strength (psi) Strength (psi) Walll(F/N) Average I (psi) Average II (psi) Average Ill (psi) 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 Location of Concrete Building Code Ill-28Day Lab Set# Cylinders AX. =Auxiliary Building, ll-28Daylab IV-28 Day Lab External Subgrade 3 Consecutive Rolling 3 Consecutive Rolling 3 Conserutive Rolling Cast Placement RP= Reactor Plant Strength (psi) Strength (psi) Strength (psi) Wall?(F/N) Average I (psi) Average II (psi} Average Ill (psi) 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 Location of Concrete Building Code 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 Placement AX =Auxiliary Building, 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 location of Concrete Building Code ll-28Daylab 111-280ay Lab IV-28 Day lab External Subgrade 3 Consecutive Rolling 3Consecutive Rolling 3 Consecutive Rolling Set# Cylinders Placement AX =Auxiliary Building, 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 743 3/4/1971 Cols Elev. 103C AX 310A, AX 321A AX 6278 6314 6720 5895 6084 6437 744 3/11/1971 AX 402 "B" SLAB AX 5818 5765 5783 6284 6101 5789 745 3/18/1971 Parapet Walls AX 4C6, 406-AX 5482 1044'-0" 4669 5588 5677 5311 5246 747 3/26/1971 AX Pads RM69AC-33, VA-17, VA-18 AX 5465 5500 5748 5241 5518 5571 748 4/2/1971 AX 180Al81A, 1818 Walls AX 5252 5412 5323 5500 5471 5329 749 4/5/1971 AX123C Wall, AX310C, 321C AX 5606 Cols. 5412 5270 5447 5447 5429 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 Location of Concrete Building Code II-28 Day Lab lll-28Daylab IV -28 Day Lab External Subgrade 3 Consecutive Rolling 3 Conserotive Rolling 3 Consecutive Rolling Set# Cylinders Placement AX=Auxiliary Building, 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 815 9/10/1971 Pressure Panels Elev, 1036 (Ax Bldg.} AX 5217 5465 5571 5836 5594 5418 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 820 9/22/1971 1057' Parapets-AX SOS, 514, 515, 516 & 507 AX 5518 5482 5500 6131 5789 5500 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 836 10/15/1971 VA-151A, B, C and D RM. 82 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 840 10/26/1971 1057 Roof B.O.S Pipe Sieve E. Aux. Bldg. AX 6172 6402 6473 6998 6650 6349 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 Location of Concrete Building Code Set# Cylinders AX= Auxiliary Building, ll-28Dayl.ab 111-28Day Lab IV-28 Day Lab External Subgrade 3Consecutive Rolling 3 Consecutive Rolling 3 Consecutive Rolling 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 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 869 1/19/1972 AX 7008B/O's1, 2, 3 AX7009 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 876 2/9/1972 AX22SC, VA-69, AX411b, 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 890 4/10/1972 AX B/OS 70281, 7, 8 410 & AX AX 5836 5659 5925 5830 5807 5807 38a, b, c 891 4/12/1972 AX B/OS 702&-3, 5, 6, 7, 15, 18, 19, 20, 22 AX 5500 5518 5588 5695 5648 5535 892 4/18/l!l72 AX B/OS 7153-5 7153-3, 5 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, 8 894 4/26/l!l72 AX B/OS 7059-2, 3, 6 7066-10 AX 5925 5995 6066 5648 5860 5995 703().2, 3 7061-2 895 4/27/1972 AX114Slab AX 7003 6544 6632 6355 6538 6726 897 5/3/1972 AX B/OS 7030-1, 6, 7, 14 7029-5, 77039-7 AX1148 Stairs AX 5765 5810 5836 6314 6069 5804 Calculation No.: FC08499 Rev. 0 Page 34 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Location of Concrete Building Code ll-28Daylab Ill-28Daytab IV-28 Day Lab External Subgrade 3 Consecutive Rolling 3 Consea.itive Rolling 3 Consecutive Rolling Set# Cylinders Placement PJ< =Auxiliary Building, 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 899 5/10/1972 AX 8/0S 7028-1, 11, 12 7029-AX 5288 1,2,3,4,5,7,8,9 5022 5341 5117 5117 5217 900 5/11/1972 AX 8/0S 7023-7 7025-2, 3, 5, 6 AX 4510 7017-1 4686 4669 4958 4846 4622 901 5/16/1972 AX 8/0S 7021-17018-87019-26 7025-3 7038-9 AX 4899 5146 5058 4751 4905 5034 902 5/18/1972 AX 8/0S 7146-1 7174-17147-2 to7 AX 4174 4757 4651 4793 4663 4527 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 Location of Concrete Building Code II-28Day lab lll-28Day Lab IV-28 Day Lab External Subgrade 5 Consecutive Rolling 5 Consecutive Rolling 5 Conserutive Rolling Set# Cylinders Placement AX= Auxiliary Building. Strength (psi) Strength (psi) Strength (psi) Wall?(F/N) Average I (psi) Average II (psi) Average Ill (psi) cast RP= Reactor Plant 43 2/17/1969 Wall W-4 Part #1 Auxiliary AX 7039 6862 7039 Y(7641) Building 44 2/18/1969 Wall W-5 Part #2 Auxiliary Building AX 5818 6048 5588 Y(7642) 6561 6271 45 2/19/1969 Wall W-3 Part #3 Auxiliary Building AX 6544 6968 7163 6207 6193 6462 48 2/22/1969 Wall W-5 Part #5 Auxiliary Building AX 5907 5907 5818 y (7642) 6434 6498 6353 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 72 3/8/1969 971-Auxiliary Bldg. W-BA, W4 P-4, W-2 P-2 AX 6597 6650 6862 Y(7641) 6876 6947 6904 73 3/8/1969 971-Auxillary Bldg. W-BA, W4 P-4, W-2P-2 AX 6544 6544 6685 Y(7641) 6788 6639 6657 74 3/8/1969 971-Auxiliary Bldg. W-SA, W4 P-4, W2 P-2 AX 6986 6508 6791 Y(7641) 6724 6653 6703 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 Location of Concrete Building Code 11-28Daylab 111-280ay Lab IV -28 Day Lab External Subgrade 5 Conserutive Rolling 5 Conserutive Rolling 5 Consecutive Rolling Set# Cylinders Placement AX= Auxiliary Building, 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 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 Location of Concrete Building Code lll-28Daylab External Subgrade 5 Conserutive Rolling 5 Conserutive Rolling 5 Consecutive Rolling Set# Cylinders AX= Auxiliary Building, II-28Day Lab IV -28 Day lab 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 Location of Concrete Building Code 11-28 Day Lab Set# Cylinders AX= Auxiliary Building, 111-28Day Lab IV-28 Dav Lab External Subgrade 5 Conseattive Rolling 5 Consecutive Rolling 5 Consecutive Rolling Cast Placement RP= Reactor Plant Strength (psi) Strength (psi} Strength (psi) Walll(F/N) Average I (psi) Average II (psi) Average Ill (psi) 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 Location of Concrete Building Code 11-28Day t.b lll-28Daylab IV-28 Day Lab External Subgrade S Consecutive Rolling 5 Consecutive Rolling 5 Conserutive Rolling Set# Cylinders Placement AX =Auxiliary Building, 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 Location of Concrete Building Code ll-28Daylab Ill-28Day Lab IV-28 Day Lab External Subgrade 5 Consecutive Rolling 5 Consecutive Rolling 5 Consecutive Rolling Set# Cylinders Placement AX= Auxiliary Building, 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 743 3/4/1971 Cols Elev. 103C AX 310A, AX 321A AX 6278 6314 6720 5829 5956 6144 744 3/11/1971 AX 402 "B" SlA8 AX 5818 5765 5783 6158 6179 6080 745 3/18/1971 Parapet Walls AX 405, 406-AX 5482 4669 5588 5914 5503 5457 1044'-0" 747 3/26/1971 AX Pads RM69AC-33, VA-17, 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 749 4/5/1971 AX123C Wall, AX310C, 321C 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 Set# Cylinders Location of Concrete AX =Auxiliary Building, 11-28 Day Lab lll-28Daylab IV-28 Day lab External Subgrade 5 Consecutive Rolling 5 Consewtive Rolling S Consea.itive Rolling Cast Placement RP= Reactor Plant Strength (psi) Strength (psi) Strength (psi) Walll(F/N) Average I (psi) Average II (psi) Average Ill (psi) 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 815 9/10/1971 Pressure Panels Elev. 1036 (Ax Bldg.) AX 5217 5465 5571 6016 5854 5709 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 820 9/22/1971 1057' Parapets-AX 51'.6, 514, 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 836 10/15/1971 VA-151A, B, C and D RM. 82 AX 5624 Ax. Bldg. El. 1036 5978 5730 6445 6310 6119 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 840 10/26/1971 1C67 Roof B.0.5 Pipe Sieve E. 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 Location of Concrete Building Code Set# Cylinders AX =Auxiliary Building, ll-2BDaylab 111-28Day Lab IV-28 Day Lab External Subgrade 5 Conserutive Rolling s Consecutive Rolling 5 Consecutive Rolling 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 869 1/19/1972 AX 7008 B/O's 1, 2, 3 AX7009 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 876 2/9/1972 AX225C, VA-69, AX411b, 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 890 4/10/1972 AX B/OS 70281, 7, 8410 & AX AX 5836 5659 5925 5946 5772 5815 38a, b, c 891 4/12/1972 AX B/05 7028-3, 5, 6, 7, 15, 18, 19, 20, 22 AX 5500 5518 5588 5769 5688 5638 892 4/18/1972 AX B/OS 7153-5 7153-3, 5 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, 8 894 4/26/1972 AX B/OS 7059-2, 3, 6 7066-10 AX 5925 5995 6066 5602 5645 5801 7030-2, 3 7061-2 895 4/27/1972 AX114Slab AX 7003 6544 6632 6130 6307 6448 897 5/3/1972 AX B/OS 703().1, 6, 7, 14 7029-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 Location of Concrete Building Code II-2B Day Lab lll-2BDaylab IV-28 Day Lab External Subgrade Set# Cylinders AX =Auxillarv Building, 5 Conserutive Rolling 5 Conserutive Rolling 5 Conserutive Rolling cast Placement RP =Reactor Plant Strength (psi) Strength (psi) Strength (psi) Walll(F/N) Average I (psi) Average II (psi) Average Ill (psi) 898 5/4/1972 AX B/O 706().1 AX S359 S022 S()l2 5880 5558 5414 899 5/10/1972 AX B/OS 7028-1, 11, 12 7029-1,2,3,4,5,7,8,9 AX 5288 5022 5341 5309 5147 5143 900 5/11/1972 AX B/OS 7023-77025-2, 3, 5, 6 7017-1 AX 4510 4686 4669 5()11 4969 4846 901 5/16/1972 AX B/OS 7021-17018-87019-26 7025-3 703&-9 AX 4899 5146 Sffi8 4821 4782 4892 902 5/18/1972 AX B/OS 7146-1 7174-1 7147-2 to7 AX 4174 4757 4651 4789 4807 4757 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 Set# Cylinders Location of Concrete AX= Auxiliary Building, 11-28Daylab lll-28Daylab IV-28 Day Lab External Subgrade 3 Consecutive Rolling 3 Consecutive Rolling 3Consecutive Rolling Cast Placement RP= Reactor Plant Strength (psi) Strength (psi) Strength (psi) Wall?(F/N) Average I (psi} Average II (psi) Average Ill (psi) 45 2/19/1969 Wall W-3 Part #3 Auxiliary 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 Location of Concrete Building Code ll-28Daylab 111-28Daylab IV -28 Day Lab External Subgrade 3 Conserutive Rolling 3 Conserutive Rolling 3 Consecutive Rolling Set# cylinders Placement AX =Auxiliary Building, 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 Location of Concrete Building Code II-2BDay Lab 111-28 Day Lab IV -28 Day Lab External Subgrade 3 Conserutive Rolling 3 Conseootive Rolling 3 Consecutive Rolling Set# Cylinders Placement PX =Auxiliary Building, 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 ill & 132 AX 6172 6154 6101 5960 6066 6142 581 6/4/1970 AX ill & 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 Location of Concrete Building Code ll-28Daylab 111-28Daylab IV-28 Day lab External Subgrade 3 Consecutive Rolling 3 Consea.itive Rolling 3 Consecutive Rolling Set# Cylinders Placement AX= Auxiliary Building, 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 Location of Concrete Building Code ll-28Daylab lll-28Day Lab IV-28 Day Lab External Subgrade 3 Conserutive Rolling 3 Conserutive Rolling 3 Conserutive Rolling Set# Cylinders Placement AX= Auxiliary Building, 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 743 3/4/1971 Cols Elev.103C AX 310A, AX 321A AX 6278 6314 6720 5895 6084 6437 744 3/11/1971 AX 402 "B" SLAB AX 5818 5765 5783 6284 6101 5789 745 3/18/l'J71 Parapet Walls AX 4CE, 406-AX 5482 4669 5588 5677 5311 5246 1044'-0'' 747 3/26/l'J71 AX Pads RM69AC-33, VA-17, AX 5465 5500 5748 5241 5518 5571 VA-18 748 4/2/1971 AX 180A 181A, 181BWalls AX 5252 5412 5323 5500 5471 5329 749 4/5/1971 AX123C Wall, AX310C, 3llC 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 Location of Concrete Building Code 11-28Daylab 111-28 Day lab External Subgrade 3 Conserutive Rolling 3 Consecutive Rolling 3 Consecutive Rolling Set# Cylinders AX =Auxiliary Building, IV -28 Day Lab 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 815 9/10/1971 Pressure Panels Elev. 1036 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 820 9/22/1971 1057' Parapets-AX 505, 514, 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 836 10/15/1971 VA-151A, B, C and D RM. 82 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 Location of Concrete Building Code lll-28Daylab IV-28 Day Lab 3 Consecutive Rolling 3Consecutive Rolling 3 Consecutive Rolling Set# Cylinders AX= Auxiliary Building, ll-28Daylab External Subgrade Cast Placement RP = Reactor Plant Strength (psi) Strength (psi) Strength (psi) Walll(F/N) Average I (psi) Average II (psi) Average Ill (psi) 840 10/26/1971 1057 Roof B.O.S Pipe Sieve E. 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 869 1/19/1972 AX 7008 8/0's l, 2, 3 AX7009 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 876 2/9/1972 AX225C, YA-69,AX4llb, AX 5518 AX234b 5164 5235 5925 5506 5306 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 890 4/10/1972 AX 8/05 70281, 7, 8 410 & AX 38a, b, c AX 5836 5659 5925 5830 5807 5807 891 4/12/1972 AX 8/05 7028-3, 5, 6, 7, 15, 18, 19, 20, 22 AX 5500 5518 5588 5695 5648 5535 892 4/18/1972 AX 8/05 7153-5 7153-3, 5 7014-1, 2, 3, 4 7015-1, 2, 3, 5 AX 5500 5659 5780 5535 5582 5646 B/OS 7463-1to12 893 4/19/1972 RPlSA Stair & Curb AX 5288 5359 5659 5576 5476 5435 AX 8/05 7053-5, 7, 8 894 4/26/1972 AX 8/05 7053-2, 3, 6 7066-10 7030-2, 3 7061-2 AX 5925 5995 6066 5648 5860 5995 Calculation No.: FC08499 Rev. O Page 51 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Location of Concrete Building Code ll-28Daylab lll-28Day Lab IV-28 Day Lab External Subgrade 3 Conserutive Rolling 3 Conserutive Rolling 3 Consecutive Rolling Set# Cylinders Placement AX=Auxiliary Building, 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 897 5/3/1972 AX 8/05 7030-1, 6, 7, 14 7029-5, 7703g...7 AX114 B Stairs AX 5765 5810 5836 6314 6069 5804 898 5/4/1972 AX B/O 7060-1 AX 5359 5022 5042 5668 5406 5141 899 5/10/1972 AX B/05 7028-1, 11, 12 7029-AX 5288 5022 5341 5117 5117 5217 1,2,3,4,5,7,8,9 900 5/11/1972 AX B/057023-77025-2, 3, 5, 6 7017-1 AX 4510 4686 4669 4958 4846 4622 901 5/16/1972 AX B/05 7021-17018-87019-26 7025-3 7038-9 AX 4899 5146 5058 4751 4905 5034 902 5/18/1972 AX B/05 7146-1 7174-1 7147-2 to7 AX 4174 4757 4651 4793 4663 4527 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 Location of Concrete Building Code ll-28Daylab lll-28Daylab IV-28 Day Lab External Subgrade 5 Consea.itive Rolling 5 Consecutive Rolling 5 Consecutive Rolling Set# Cylinders Placement AX= Auxiliary Building, Strength (psi) Strength (psi) Strength (psi) Walll(F/N) Average I (psi) Average II (psi) Average Ill (psi) cast RP =Reactor Plant 45 2/19/l!J69 Wall W-3 Part #3 Auxiliary 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 location of Concrete Building Code II-28 Day Lab lll-28Day Lab IV-28 Day lab External Subgrade 5 Consecutive Rolling 5 Consecutive Rolling 5 Consecutive Rolling Set# Cylinders Placement AX= Auxiliary Building, 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 Location of Concrete Building Code lll-28Daylab IV-28 Day Lab 5 Conserutive Rolling Set# cylinders AX= Auxiliary Building, ll-28Daylab External Subgrade 5 Consecutive Rolling 5 Conseaitive Rolling Cast Placement RP= Reactor Plant Strength (psi) Strength (psi) Strength (psi) Wall?(F/N) Average I (psi) Average II (psi) Average Ill (psi) 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 location of Concrete Building Code 11-28Day Lab Ill-28Day Lab IV -28 Day Lab External Subgrade S Consecutive Rolling S Consecutive Rolling 5 Consecutive Rolling Set# Cylinders Placement AX= Auxiliary Building, 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 Location of Concrete Building Code 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 Placement AX= Auxiliary Building, 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 743 3/4/1971 Cols Elev. 103C AX 310A, AX 321A AX 6278 6314 6720 5829 5956 6144 744 3/11/1971 AX 402 "B" SLAB AX 5818 5765 5783 6158 6179 6080 745 3/18/l!J71 Parapet Walls AX 4ffi, 406-AX 5482 4669 5588 5914 5503 5457 1044'-0'' 747 3/26/1971 AX Pads RM69AC-33, VA-17, AX 5465 VA-18 5500 5748 5397 5341 5394 748 4/2/1971 AX 180 A 181A, 181B Walls AX 5252 5412 5323 5511 5475 5447 749 4/5/1971 AX123C Wall, AX310C, 321C 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 location of Concrete Building Code ll-28Daylab lll-28Daylab IV-28 Day Lab External Subgrade 5 Consecutive Rolling S Consecutive Rolling 5 Consecutive Rolling Set# Cylinders Placement AX= Auxiliary Building, 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 815 9/10/1971 Pressure Panels Elev. 1036 (Ax Bldg.) AX 5217 5465 5571 6016 5854 5709 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 820 9/22/1971 1057' Parapets -AX SCE, 514, 515, 516 & 507 AX 5518 5482 5500 6109 5960 5875 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 836 10/15/1971 VA-151A, B, C and D RM. 82 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 location of Concrete Building Code Set# Cylinders AX= Auxiliary Building, ll-28Daylab lll-280aylab IV-28 Day Lab External Subgrade 5 Consecutive Rolling 5 Consea.itive Rolling 5 Consecutive Rolling Placement Strength (psi) Strength (psi) Strength (psi) Wall?(F/N) Average I (psi) Average II {psi) Average Ill (psi) cast RP= Reactor Plant 840 10/26/1971 1057 Roof B.O.S Pipe Sieve E. 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 869 1/19/1972 AX 7008 B/O's l, 2, 3 AX7009 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 876 2/9/1972 AX225C, VA-69, AX411b, 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 890 4/10/1972 AX B/OS 70281, 7, 8410 & AX AX 5836 5659 5925 5946 5772 5815 38a, b, c 891 4/12/1972 AX 8/0S 7028-3, 5, 6, 7, 15, 18, 19, 20, 22 AX 5500 5518 5588 5769 5688 5638 892 4/18/1972 AX B/OS 7153-5 7153-3, 5 7014-1, 2, 3, 4 7015-1, 2, 3, 5 AX 5500 5659 5780 5606 5553 5609 B/OS 7463-1to12 893 4/19/1972 RPlSA Stair & Curb AX 5288 5359 5659 5563 5517 5549 AX B/OS 7059-5, 7, 8 894 4/26/1972 AX B/OS 7059-2, 3, 6 7066-10 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 Location of Concrete Building Code 11-28Daylab Ill-28Day Lab External Subgrade 5 Conserutive Rolling 5 Consecutive Rolling IV-28 Day Lab 5 Consecutive Rolling Set# C:Vlinders Placement AX =Auxiliary Building, 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 897 5/3/1972 AX B/05 7030-1, 6, 7, 14 7029-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 899 5/10/1972 AX B/05 7028-1, 11, 12 7029-AX 5288 5022 5341 5309 5147 5143 1,2,3,4,5, 7,8,9 900 5/11/1972 AX B/OS 7023-7 7025-2, 3, 5, 6 AX 4510 4686 4669 5041 4969 4846 7017-1 901 5/16/1972 AX B/OS 7021-17018-87019-AX 4899 5146 5058 4821 4782 4892 26 7025-3 7038-9 902 5/18/1972 AX B/05 7146-1 7174-17147-2 to7 AX 4174 4757 4651 4789 4807 4757 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 Location of Concrete Building Code II-28Day Lab Ul-28Day Lab IV-28 Day Lab Reactor cavity Floor 3 Conserutive Rolling 3 Conserutive Rolling 3 Consecutive Rolling Set# Cylinders Placement AX =Auxiliary Building, 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 Location of Concrete Building Code II-28Day Lab Ill-28Day Lab IV-28 Day Lab Reactor cavity Floor 3Conserutive Rolling 3Consecutive Rolling 3 Consecutive Rolling Set# cylinders Placement !()( =Auxiliary Building. 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 Location of Concrete Building Code Set# Cylinders AX= Auxiliary Building, II-28 Day Lab 111-28Day Lab IV-28 Day Lab Reactor Cavity Floor 5 Consewtive Rolling 5 Consecutive Rolling 5 Consecutive Rolling Cast Placement RP =Reactor Plant Strength (psi) Strength (psi} Strength (psi) or Walls? (F/N) Average I (psi) Average II (psi) Average Ill (psi) 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 Location of Concrete Building Code 11-2B Day Lab 111-28Daylab 5 Conserutive Rolling 5 Conserutive Rolling 5 Conserutive Rolling Set# Cylinders AX= Auxiliary Building, IV -28 Day Lab Reactor cavity Floor cast Placement RP =Reactor Plant Strength (psi) Strength (psi) Strength (psi) or Walls? (F/N) Average I (psi) Average II (psi) Average Ill (psi) 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 Location of Concrete Building Code 11-28Daylab 111-28 Day lab IV -28 Day lab Reactor Cavity Floor 3 Consecutive Rolling 3Consecutive Rolling 3 Consecutive Rolling Set# cylinders Placement AX= Auxiliary Building, 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 Location of Concrete Building Code ll-28Daylab lll-28Daylab IV-28 Day Lab Reactor Cavity Floor 3 Conserutive Rolling 3 Consecutive Rolling 3 Conserutive Rolling Set# Cylinders Placement AX= Auxiliary Building, 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 Location of Concrete Building Code ll-28Daylab lll-28Daylab IV-28 Day Lab Reactor Cavity Floor 5 Consecutive Rolling S Consecutive Rolling 5 Consecutive Rolling Set# Cylinders Placement AX= Auxiliary Building, 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 Location of Concrete Building Code ll-28Daylab Ill-28Daylab IV* 28 Day Lab Reactor Cavity Floor 5 Conserutive Rolling 5 Consecutive Rolling S Consecutive Rolling Set# cylinders Placement AX= Auxiliary Building, 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 3 Consecutive Rolling 5 Consecutive Rolling 5 Consecutive Rolling Case Average 10% Passing Average Minimum (psi) Average 20% Passing 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]
SUMMARY OF CONCRETE tYLlNDERS COMPRESSIVE STRENGTH -... l>M&#xa3; sr.1 tYt. rtmrns LOCJ.TlCl'I ('Jf Cl)l11:1tHL CAST f'L.'1Crnrnr ITT() Q1_ -C"l c: c: Ql -!:t:S. 0 -* :::l 0 :::l 8.z "'Tl 9 () .. en "'Tl () () 0 0 :::l CXl (") .j:>. .., co CD CO co ::a () CD 0 :< 30 m CJ) en -Ci! :::l 0 m. Ql SUMMARY OF CONCRETE CYLIRDERS COHPR[SSIVE sn CYLJNCUll.5 l.OC!\11011 or LMtlttH NO, .36 ... . JL .. " m a i\l -o c: c: Dl -a-::Jg Q,z .,,9 () .. CJ).,, () () 00 ::J 0 <O al <O ro ::u () 0* 30 
----SUl1MARY OF COHCRETE CYLlHDERS COMPRESSIVE SlRENGTH m (") 05 Q!. -() c c Ill * ::J 0 ::J 8.z ,, 9 (") (/) ,, (") (") 00 ::J CXl () ..., co C1l co m ;a 0* 30 Cil en en (/) ::J "U Ill co C1l ""' CD 8. ..... w w "U CD co 0 a .... w w 5UXtiARY OF COUCRETE CYL!FIDERS CO:IPRESS.IVE STRt!IGTH m o 05 -(") c c Dl * :J 0 :J Q.z 119 () .. (f) "Tl () () 00 :J co (") .j:>. .., CD CD CD co ;a () CD 0::::: 30 co (/l (/l (f) -co :J 0 Dl "U Dl cc CD 00 .... Q. .... c.> c.>
SUHHARY OF CONCRETE CYLINDERS COMPRESSIVE STRENGTH :$JA!JPN
* rmar I IESTIH'.i. Vd:l.:t'J\TCfUfS. me. WCl.usm MHS OF RF:.ro1rr: li!ir'11 1&sect;._*3""'"1) __ _ srr l:UJ:liTL?.S 'QF *W>>t.":p:i:; ,l;;i.., t:.;S"i f'll\trntr.t ag ,. , sss9 SStl1 l!!.9 ,orrn ! %?4
* 62"L*y.niml. 2 149.5 soaa 201,oaa 7J22 =,=*= 76G(l ; 2Hl,0Dll Hi5,dao
* 1'*1.l97 11 196,500 1M,00{1 6!>/l) 192,0tol 51'91 169 ,500 G?Ol 195,:500 59H lM.,Mp ,sisr.o 1 ;;.:;; .ooo lc,..se>u' ms.No 6?,l'.)7 *a; $)J J---1 * ;:,.... id.'.::,,.=.oo lil!i' 103 for Cl.:m ma 01 -C1 c:: c:: Ill -=S. 0 -* :::J 0 :::J 8.z "Tl 9 () .. Cf) "Tl () () 00 :::J co C1 .j:>. ., co CD CO Ci) ;a () CD 0 :< 30 ro en en Cf) -ro :::J iJ Ill cc CD a ...... c.> c.>
mo 05 -(") c: c: Ill -=a 0 -* ::I 0 ::I 8.z 119 () .. en "Tl () () 00 ::I CXl (") .j:>. ..., co CD CO co ;:o () CD 0 :< 30 rn (/) f6" en -co ::I -::I" roi (/) -0 9?. Ill 1J Ill ca CD co w 8. ...... w w I
* PASTE-UP DOCUMENT S V MM 1\ I\ '( OF CYLINDE .... ST fl E ti GT H m o <Ill Ill --0 c c Ill * :::J 0 :::J S.z () .. (j) "Tl () () 00 :::J co (") """' ...., co CD CO co ;:o () CD 0 3o Ci3 CJ) CJ) (j) -Ci3 :::J SUMMAltY OF C 0 II C R E T E C Y L I .ii ll [ R S C 0 P R E S 5 I l'PMtCT; __ -rn1:;i CJ.Ll\Otm IElW&:.'i rtSntfJ lliOCrJ\lffilf:S, !It, B tn .? .. 7 :, r .* .=. (. if'r"\11 V t S T P. E !I G T ll mo 03 Q1_ -() c c Ill -=a 0 -* :J 0 :J 8.z "'Tl 9 () (f) "'Tl () () 00 :J 00 () -!'>-..., tO CD tO co ::a () O* 30 ffi en (f) -Cil :J Calculation No.: FC08499 Rev. 0 Evaluation of FCS Concrete Compressive Strength Test Data .. **1 ,., I f,;i . .. *-ff F.' ... .. " s .... "' .., Page 86 of 133 SUMMAllY OF COHCRETE CYLIHDERS COMPRESSIVE StREUGTH JI',,_,.,. -* ... -".,_...... ' m o -C) c: c: Dl -=a 0 -* 0 Q,z 119 (') .. (/) "Tl (') (') 00 co C) ..., co CD CO co :::o (') CD 0 :<: 3 0 "U Dl cc CD co ..... Q, ..... w w SUftftARY OF tDRCRETE coaPRESSIVE STRENGTH DATE St:i OU lltlEF:S. LOI;" 01' h1J, i;,;,s.i J,1! .J*mri lfl ..iI'..__!i.l_, 11,.9._<, !_19_.:,&#xb5; ___ J..?5 OllO t':RR7 2JU.C._ ,ii;'O.G .* ,,. ... saoa ?.ti *Dnn 7i=.?s.,...,. --:;*ii& ___ t11 . .J:!.2...(i}{i 11"1"'* * 't'?"'iJ r. 2 ---* ;;, __ -, ' !i';o"?l..'7' (tip 77li!j.. u.r.::.J.fiJ'tii ?tF.,QQ'J F6'0_. *,!,"l<!:J:l 5-f ... 5\Tii[J __ .Pt.'1<1(!, ;.-; ill _J _!L,_: .J?\_ .Z.10 '50!l. 1"J fa,JID!i I, i;r.n : d!lll, ::'lit!)_' '.!:lll--c __ .,__= .. *==* ,2QIDL 217 nnn lg:n ! !l'.:.,500 fa<'l'.' ;l'.i'Loria 5''J 19l! 19'J . ll : :;<;.; )l,.&#xa3;:1.E SD:JJ 15-5,illlf ,i S,r1ei!t r1 c.if!llr.is* f6r -:t-1'.YS . , C tonfrr.tos "iunMt' z!ir.3 or> mo 03 -C"l cc Ill * ::i 0 ::i S.z 119 () .. en "TI () () 00 ::i co (") .j:>. ..., co (1) co ro ::a () (1) 0:::: 30 Cil (/) (/) en ....+ Cil ::i "U Ill (C (1) co co a ..... w w OF COHCP.ETE CYllHDEP.S COttPRESSIVE STRENGlH, , CATlS Of .. 1-::i-"!;.rf:; .. 1-> "./ p:,nP"-oo :.ilr4 .. iWi'!!-?lflil 1;0,r?m 6?20 _________ jQQf .. m .i:;J.,t.'l tr-;;,,t,'&deg;"O .. J.:r".F.!Tr'i 1t1il,..Ot!!'l.4'11,;* 193.!!CO 6:::.21 ___ ?.JOL ..l5'".;:11n,-:.-l:;".. 4oi;nn ;m ..... 11e:, 11 $.'7 !1 ,. __ ...... ':o:Q.g nrtnlf.*75'5 1.UJ,....., ___ -+--1-'Z.U * .:...;...:h r. c lZ __ ...., ___ Ji9ll:JO J9'f,fll1(i ;of1-Q "::*t.n 71.1,a_ f,ll_J\n 'JG:. f;>f;Mrl JiJt1t: !>-tl-o* H1Jj I 1J1 nn.Ji:f1 .EP.1 . ...
* 7.119 ,,_____.: ?10 a: --w n1 R Ci "'::!:,;/ d e -* .... [12 . y,i;s o og 21' ?14 .. *.1nc Jr. Su*. 215 0\l!ts: < 11 1 f1t4l1Ciiiror11Ts! lL.. --****-a e :>1( 5 I' e 2' ,__. -* ll Ill. n Z" --1..:-.u..* . t:!&sect;L * ... *-***-t--"-""'c;:, ..... .. I 1::>10 .<..nr 7;.'-iL .... ..ttl.cn.-:-.n.._,,,. * .Hl2.l: .i.k;,!J *. :.uov-.. .. .li!U..!.fil OUJ A 1.J..il!.:>.,.fi ;ooo lR*Jl_QQ !!2[L W,P.,.sn0: lili!L_ w...coo. 1ll!L A***-DOO Jhi,a 22G,!iflf) -0.00 Stll9 20J,DOD ntn .. t.t!;':loi!C "/ .1r'Jctontt<'IM >re $"'1r.i0f Md \'VVH>< > C,, Of crlgln*l C<Jple* Dl lbll fo"11. *:l .*"""""-(' !'" . ,.v,r,; '7-.,.7 <u I I I, j: I rn n c: c: Dl -"'g S.z 'Tl9 () " (/)'Tl () () 0 0 C'l co (il co ct ;:o () CD 0 :<:: 3 0 (il CJ) CJ) (/) "' s: !!l. CJ !l!. Dl iJ Dl cg co '&deg; s. ..... w w SUMMARY OF tOHCRETE CYLINDERS COMPRESSIVE DMt: SET C.\'llNl}tfl.fi lfo. cnJ.r z:,e. HJC1\HOI! C*F roi::rnvn 7074 ... I 204 1:11G l ?fi; !i<l<l M50 6f.*"[l.l.l*:I 4; 173,:;b;; J25:E &9J11 , 2:-0 .. 1-'Qf?'Z 20; *. 1)11i --* --...::..-.-"""''-"' 1.s4, !<n 11.1 ia, oon. 1ni 2M, :;-:i1;1 ,\ 1 l/.-a 5001,) , OC*J 7569 5C*'.)Ci .: &ii ].1. It-. .,._, _11!1_.'-' i:_o_o-1-'-'-1_1_._J..:<,;.J.,;.' 70 1.. i ,SC:(l*TI-_, .. ___ ,... __ _,__,,___) : ............ --*-...... 1 ,2JJ0.10i';)O ;au.;* ... 1:t9!i.*i:i001 ! i 113SJ.OOJ '65'97 J:.:.' ... $. ::.
* H1.:1 ,_,, .. *s_e>_*J .. 1 J!' '.1:'-? l"I i4,oao l __ .. r.-,c*nO __ Q_. ___ ..:!_!!<3_ ,i;_._ao I .* .. f_,_-_* Ji-1 v.,..:i. * ... .. "'-*'" *-. I . """""---* mo Q!_ -() c c Dl * ::J 0 ::J 8.z 119 () en "Tl () () 00 ::J CXl () .j:>. .., co CD CO <D ::u () CD 0 :< 3o St! Crtrnor:P.s LOCATJO!J w Cl)'ICRfTt N:). (o\S r PLAC&#xa3;M&#xa3;m .J\Vt. ;:! !21!. _::..__ J.1,t!', ,flso 16).IXIO ___ ,_ .. ---+--------*II l<<l.030 Q101 ____ .,_ _____ _ !i2!J""CQO t1no ]( .. ,, 000 12.i!: 1 __ .. ---&#xa3;.S.10 ... 57(}() !i90C mo ili e!. -0 c: c: Ql -g. ::Jg S.z "Tl p o** en,, 00 0 0 ::J <n;;u 0* 3 0 OF COtttRETE CYLifiDERS COHPRESSIVE STRE"GTH DI.rt Of oor Jont 2.3 t-:-9-:i _ _;...:__ E l+/-B,ooo 1050 illL J.!!J....filQ.. _____ g....!.llM.lJ I r-____ rn *E2() __ 18:1,W! 6l_7_q __ lS4,000 6$10 ---**-l!{" ill.Q*Q.,B.' l----1---------tt-A-t_l_J._f ._ *-.. ... 911 ______ -J---------A 2" *--*-* ,. _ " .. w "" .. _ _ " 11..,-..-__ ---f.OIXl 155,&:lO il!L,m.JIOO 6Hl) !'.!.?.:.. /!t * " . l 3/* __ ---14 2 ,EOO SOl;L ,2.lliL_ 1 SJ ,WO 160 ,ooJ 5(.f,0 . .:.*a:::*:...=2*.:.'+.:.tC.:.*;5_-! ___ g_J_u_ -!Ei.&sect;l!.o sm 6915 lJ..L,OOO 2}5 /. l 3/J ;-")JO 155,tOO .. , 19J.,=1:lO fM4 m"*-. .... ....,..,. --.------____ _ B :>' *:;a.; 1!5.00::'. ill.? *. WJ m lli..!_. lli.:_OO_o_ f.ll Lo*d 6 1??.L ______ -j-.r._.'" --!-----:--"" t.:e,:..:i0 SZ!iL .. t;El! llll-.. l.00 ... Z>j!_ ''""" <5 ___ -jj 2 3/* 6.1... 1&#xa3;<!.WQ. &#xa3;1!-< 1iS le<<! I! Z_Ei *-----f----_ . --* l_r:QQ_ m.2. JlJ,000 16119 rn.!>.. _ lws-1 _ mil 68 Lott 21 100 ----->>--s=--. ...!.Jl: ____ j1z.500 !JJ<,aoJ 6437 1B6,5(1J 5597 __ &#xa3;N:; lood H ****'-* *' llDc* JOO,)[l] :9J2. 193,000 6B27 ... 67 Lo=d 47 .!2l:\*--*. !J'.>:r IBl,!;QO *-**** .. *--E .. 1 HB.1 ;o):; l_lL,&#xa3;.:b 16) SO:* paclf1t11' .. H1f\r.; for Cl.:iss 11.. n tiRdt tor.cr.v't.ir.-.: .arif s:um-Jr-.:c4 Qr:! 1.kc ol <Q11it\r;iT\ilu tor:i_ *-ma ili -Cl c: c: "' -::l 0 ::::J S.z (') .. (/) "Tl (') (') 0 0 ::::J (") <O Cil <O co :;a 3 0 Cil en en i$" (/) ::l 
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* unn ,,,, i;i .ll'> . .!-D &#xb5;Hll.L..&:z!Laaa_ll.i NL*l 111. i)]"8b '"' ..,.10 n .. ___ _ R r,.. ! n:-r-.11,..-* .:lj,l *,.i?!J!i_ .l.2a .. .J!l.ri.i:ud. 0/.01 J ici ..,...._,&X-(ll [;l11JJ __ JLlJj_ 11'::: __ J&#xa3;..5<.:* j Jf)f' .[ . ..r.L -l.4Z.,. -IL.i""'' '"" *. nnnl.7'-' ..11J..!:Or'*--l '7n """ .ill .. .:.ns . & WEr 7-t.. Ji!'lU,-_ Zl:L_ _ **--._t.:!i.U)c_ fil!ill _ ..,.., t.;11* !., t') ll'? .. t;\o:.1 _li'; ... 1 .. *--W-r f ! '* ...... :..in....r.11] -if!....!IJ..,. .J.Q,.C::Ul-.:.:1J,a_ .. I Mo:; r.1rin r.'1J.:.."' <=*="'t ...,;111 JO ,1,..*'"'n-_....i., . ._., ... _ "--*'"""--lli...!lilil lZ!..l!D; *:I'm_ ,,,.r1 .. ?.l mn !!!. -C'l c: c: Ql -g-gi._ "'g S?.z -n!' (') .. UJ "Tl (') (') 00 C'l"' Ci!"' co ;u (') (1) 0 :< 30 SUMMARY OF CYltHDERS COMPRESSIVE STRENGTH 1-----'--I ,,, lH_ ___ ui;; .. ,_, i.. 4* .:r:;u ! hJ J, ;9i .:: ru)g . Sud M T<iflpun* t11r.e of (Oritret(l ..._ -VI *. .. .!; ----"-I .... ... S(iD 5995 l.6? ,500 592:5 65&deg;lMd 1 -i-S_E_O_l _1 __ l"iu0Loair Sr}:tl 7>Il"LQ**d _,,..._,,., ... .,, :: ,5:2s-;;, .. '1..., -. ----IJ!D ,'SC*J 6JIY! i53 ,000 $*11 :2 _,,,..;-.,._ --""""""'....,. .. ... iJ IM s.ts::. ;;u<; .. 41
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(") (") ..... 0 ..... m Q) C) ro Cl.. ro -ro 0 ..c: -oE 0:::$ 0) 0) (.) """ c: co 0 8 (..) LL Cl) ci Z'Q c: c: .Q 0 ::i ::i .2 ro ro > (..) LlJ --gmffvt ;i'\) 3,,,!SOTJ!il 'l*Jl 'S':l!l01\MJ:Tiil Hl9UJH1S 1ArSS3HdHOJ SBJUHll!J dO lS1il *a:-,. )ff]i<J.'tl"t*j, J)}.
s IJ M ti Ry 0 F ( 0 fl (. R E T [ c y l I D &#xa3; R s c a 1-\ p R [ s s r v E s T R E G T H mo 03 Q!. -C'l c: c: ru -=a 0 -* ::J 0 ::J Q.z 119 () .. en 11 () () 0 0 ::J 00 C'l .j::.. .., CD CD CD co ;;o () O* 30 ffi en en -m ::J SUftHARY OF tOHCRETE CYLINDERS COMPRESSIVE srnEMGT" I (l,;JT lGGAf.i!Clili 01' C-"11'l:P.ne: ' u\ST jl,.t;,.__j5 __ ..... J1:3-.. *. M .. I lortl1 :sei;t to11 .. _ .. esp 1;Qr tnd U9. *DEiJ 1 is_::m_ 1 * .* 5Plt _:**3&11 __ ' la l 5[rJ 54W 1 .G-119 . I cm .. L , I ' 000 : OOil l 33 500 *1:cz.__.. _Q.l'.Mtrl . ..J,nJ,,*'.IO:lc. _,,_, .Qr&. (l.!1J,i_' Ji0.E'5 .5J29:., ... JiQl/.5:= lil!LM * . I *. ,!ifJtL 22 * .:!m . .. *. 15:5 500 5&:.3 1S_i!i,SJ.??. J I ., .:J Jii .. .. -* 't;;5;"(: J!fJ .* . !l;tl _' ., .. . r* -. .. **-''"'"'!I Ti !J.i:! _&#xa5;.0 1!,!1. _4,1'."t!l -w_.f}_:o 155 U.! e;in: l5:2,100"1l' 6 .. *"'* n anil! C Sutm!'rHi;lf (JI> '>i.1*""<.!ne til' Qr :11in!l .... ...... /A * -* "'Y-'7 ...... ___ .* z ,, / ' ... ..._,__ .... '!' .... ' ma 03 Q!. -C"> c: c: Q) -=a 0 -* ::::J 0 ::::J Q.z "'Tl 9 (") .. (/) "'Tl (") (") 0 0 ::::J CXl (") .j:>. .., CD CD CD co ::u (") CD 0 :< 30 m en en !a m ::::J "U Q) cc CD ID ID Q. ..... w w SUKMARY OF COHCRETE CYLIHDERS CONPRCSSIVC SlREHGTH 01'1'0 -IOlll toUllUll
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* lzs .* mt_ m&,!!t_ 4:-:J,!..i_ _!g,mo sen G>lJ S:fEE 151.S-:lO 70'l.DOO 47 6501 155 C>JO '9&deg;lcad 60 l_l/:l _ fJJ:L _1g_,g;;i_ 65il .lli,."5':l"J'-**t-=:=-l-""'-"=--+'="-r--==-="t '-314 s i _:. ___ .*. il-3' _ __ !fill_ J.U...Q:.Q_L&#xa9;S_ '' m_ & UI:'--*-* ___ **-*-!e.,5Dl lfli.!l:.i,, _1r..1.oo:i sarn ;no*"" a1 m0 -<> c c &#xa3;1) -" g az -n !=> (') .. en -n (') (') 0 0 "' " <O ii! <O ro ;a (')<I> 0 :< 3o 'U <I> ..... 0 0 a ..... w w SUMMARY OF COHCRETE CYLIHDERS COMPRESSIVE STRENGTH t_n _ _,B_+-"---l __ '_' --..&..:__!_S ___ *--------__ % Oet._J_ ____ _M::l__._...,._ ______ . . ;g .Q>;Jo.__j __ ro;lf ** ]&sect;1__ rn, ' ,;:ii _______ re-zs koo:-jlo,coo e Oet ,J ___ o;:t_,_,jl____
* J:P JM .. .}1!.2..._lltll ___ " 1E m 17 IJ"l 3 !/ mo < Q) !!!.o c: c: Q) -g-:::lg az "T19 () .. (/)"Tl 00 00 :::l ro ;u () !!! 0* 30 "'C Jl CD .... Cl .... a .... w w SUHMARY or CYLIHDEIS COMPRESSIVE Pli.'OJ[Cl: __ -UllJT I IEBRJ'\Sf:/1 TESTiliJ lJIJmil(t(l(S, m;, !NCWSl'/l DMrs 01 Dct. 5 -!l:t. <'ii. 19&'1 0.\l[ s::r or w;cr:CTE ltO. CAS1 I 507& _61.L__OJd16 5L70 8 -----'IZ2 6J'rl:f.ii!Z2 ... 4 ma DJ -C'> c: c: Ql -g: gi__ " g az Tl 0 (") :. (/)Tl (") (") 0 0 " lD ::JJ (") CD 0::: 30 -0 Ql cc CD .... Cl N g, .... "" ""
OF COltCRETE CYL1naERS COMPRESSIVE STRENGTH I m -----n L._ = -.. : '.Wl...f)l)J _3WL 0.)0 -___n13_,*:1on. t}:i::>S . 61 ''La.!:d 21 1}j ***-----B sJ /Z . i, 7 . . *1,0M J 1 Nl *ssG* 1'.\li) ,cir.it Q_i',.'.'1_'.1. 5730 61 *Load 3/ .. _tL -21 H.:;11 n ,LJ/1. _s_-.U*:1'..\t.:L, o1_,p_cp_ filpnq_ J9.7_,_:)QQ_r.251L mf..,t:<m _ !lollL. Trn.;;1<. "c.'l} __ _ Il1 .. JJ __ __ ''l,i'.!_OO_J.;U_.O:ii:1..!1ZD..L.. E .fWLoa-df.! llJt __ "_____ __ y9,q_: :J,LJ'.lll_ 111 Jr:*10 :..:lJ2L 167 .. o __ w_2rr ... J!.f.\,nm 12s J:;w .. &sect;*l"Loa-d 21 Cont.a il'lr.:::!ill t ' I . :'.JI! .. "*H ... ..J'.=f'.H:L:tJ .. Q;.'L_ __ _1!_. 3 Jn ..i,) *r.. *in '.tRO:.._ 11;'1 !1..99_ 6.9,%'_ __ t.,!e.il__ J..GJ,01)1)_ J7r.!L 52'Load ll *!JJJ_ -*'' ------... _l:L,_ I_ .. i s.m{r.1 __ 1l!'U"'..,5\l'.2 &sect;2L 211.IJ!lQ..bisJ cqo_ hiaS_ mz_,,111.l. DJ .. :-::_, __ -----'------. ,_ ,. -I** *: ;,*100. <O'.!L ''"'* ,.,k !'"'"' '""' J.'b'A.'1 5*!!.!.. ,,_.,,.,,_ ''" '""''" " t:J ------............... J, .... ...... -;.: ... '""! <!1' _ H&deg;*I 4i'ii>J.IJ$!.z.!_ 1 11;1,a:r.i e'>1 l'.S -!, . ....!3*. . t:, .r11 _ _. * .i: __ \ : !*t?? .. 1.::::: ,j.'i}J _ . _ 1 l-tE; .c*n ! 2 { 1J 'f,;Q,3i; 11" n: . :i..., (it\ .fi:".i-efS.:! c.1f """*"'* .. ,.,, .. " .* J1t1 _,* ----.... ...... .r .... 11 ..,_... ... .. D .. 7% raiiS i(l c;.*)'U!tCJ '!;,;>;S,, 14 *.* l. -"'-'""' * =,....,..,...,-.. -4.: !'**1:;C!'il '1-:i mo D3 -C"> c c Ol -=a 0 -* ::J 0 ::J 8.z ,, 9 () ... en ,, () () 00 ::J CX> (") .i::. ...., co CD CO Ci) :;u () 0* 30 "U Ol cc CD ...... 0 c.> 8, ...... c.> c.>
PRl\IEC. T :.--'G'"'"*P'""'F'l>::.-**_.F_..-01 ... H._* .:Cl!l ......... 1<<l ... 1J...,,lr_,S .... lil;l H(ll ** li!:ID 1 OF CONCRETE tVLlffDERS CORPRESSiVE lalb'6K!i TESTm:; Ll:BOr!ffllUES, Jr*(i ---* ... P llt:t,Tj I H (J:f HA:-.::DrnED _____ _ _,._ __ f.:<J. J 'l:r'5t -----466'5 l?O,OM 'ilrJ1:J !1 ---STREUGTi! _ __ Lfu_;.:;,o, 5005 l>.JG,SO!I Q597 l9)!oJ_OQ__ __ .trs7 6Qi'lt.:::.!Ji! Ll 5..;)_S!I &f** !itt. __ . 120.2,C<JC* i 71,45 . H'o',C-00 M*VJ .. _11l1.:l< _ '. !!_:!Q;L 6cl'_[h*1'1" 2,Q J.:t}J t'I " '.!* !l.!:!E9_o ___ 5 O:L 3i4:; ... II'!_ ---..C1i...c:;_,1',J or;1.ll 'I ri l___i0L .L<;s * .z ::_,;ioo i:n *1510 ls.i ,.5*Jll i __ }lf>J;1 o_o_o_ * !:!<n JE. ____ 1='--"=""-...... -t '.1!, x;*, .. -l:! I s _ 2 2/4 "-" '..QO:/l l".'\l-,SYO --:.;;_:-_ '.'::'.'.!L. _'.l,lli_QQ_D_ __ 'L._ '"* ,..,,_,,_ .m * ... i * "'I H'*'l*l*"''* 1'hl!&#xa3; '<'4 "'"" "" "'*'" &#xa3;!!. ,IJC<*""*""''L '" "" "" -;J'J -l.4S.E: f ,c::o 4rl'J ----Hfi,!!::*)o) ___ ,_1'32_ :t 1.1;1: !4-:.o** ,on.J 197,:iiJ'd' . <i'H ld!l'JOD*J S?7fl *<;tr"' < i l'-.l . -! .. .. _:;; .. ::.:;-:ir *;;G-. t?; ... .a,4.it: .. ... .Q.9.JJ_ :-F* '{
* 3 112 ! I ___ J)2 .. *-.. I a,1_1::i .. ___ W_.1f!_O_ if,,rL .. . . ___ __ ___ . Yr '-.j mr> -(') c:: c:: Dl * ::l 0 ::l az 119 () en -n () () 0 0 ::l OJ (') .j:>. .., co CD CO co ;a () 0* 30 "'U Dl cc CD ...... c .j:I. a ...... c..i c..i OF CVLIROERS COMPRESSIVE s ' sp18ll'e.1 t tor *9.5 ,l'dt.. frotn S11-t. .. :L,Ci:Jlt .A2!1l:. 6.Di I 1:i;.! .ifil:O :.34'ii9. lflj. ;$1)) 6!<'117 Na .J:!:jCJ JC ; *--! 1m,fb."Q:.... 3. 1/1 S 1 5()J lt:JO l9J.. OJO ?.*J*l ,OC;J* <in t cor.creti!'.!: nri:> n:d (lf1 rovorr.c 5 dil ur c;o1mi;. or f"rni: mo -() c c Ol -=a 0 -* :::i 0 :::i 8.z 119 () .. en "Tl () () 0 0 :::i co () .j:>. ..., (!) CD (!) co ;;o () CD 0 30 rn (/) en -m :::i -:::; --u Ol cc CD .... c U1 8, .... (.,) (.,)
SUfH'lARY l'FJ'.MECJ; OPPIJ; ** F(JRT ST.i'tTTCl'.l tlNlT o!).F *L::..._L ___ ,.,, l79 __ . fSJ_ .ml. Og,r;,._1(; .. , g. I. llill!t T P:r s libJ L IS . Jan i;;Lj
* 5 OF . 5pcc'H -:;,it frm11*r11r 'Clm ''-"".1\IR 'TESTS 011 l,,(h\00 *" n * .i;.a, CVLlHDERS COMPR[SSIVE STRENGTH TES'Tlt.xi m:. ' rnr;L1rsm: (ll\'TE.S (ff .],. TO >.010. J.1'JlJlo -" ,.,__ "' .oca 1,_b""'' '=o""t .-t-'l""".a.s""'* , WJ='!l.9.L'-":0'-"6"""] I j .. .:rnitL 19,..!!,,qcQ _ 7"1Q_L Ii6.,DQL_1 6933 199.Q.t.'!Ll!l...:1'L. 1 :?,,Q::L<L i!MiL l84JOOQ J5j)jl 185 555'1 __ ,000 6egi .123 p_gq_ ?.li"l._r;i_"rl 110 r.oo 1501 !.. 156 oap . l:lO',I:";l!L *1598 :A .. Load HJ, U'9 Sl):J 6349 H4 S<JD Hi'?. 140 l)'.}3* . *1952 j6<*Load l 1 ! * *00'-4 'M7J ';::;;*: ws 0001 58JG T<i6 000 !i!'l71 . T29 1!'.'.!:..L'll1L'l1L: ;;:;:::*=.:ih:.=:.:..::,,.,,4' _ 'l6.!;<,5<)1) 5'854 i , l..!'i.00 .. 51154 .. _. l?!! l:_l5f:Q __ &0!.:C*Bd 53 ! i?fL .. 1a;. s-oo '5.Wl !L':.kl):::t.d.,,:L; IF.<J Of.O e55c J:t.Q'L )8"toM. s ' o!fii}'l. , 18'1 O'llO* . 5575 ----161 ${11) I S:H2: I (.\5. Cl@ I ;' l ]pa:.r:oo 591&#xa3;._, 47:>7 . ! ' fel i .Q'-10:... is HL. :112_/IJJ.L * <;!'11:.L_ U:O,,OC':J''.':. m() -() c c Ill -0 :::l 0 :::l Q,z 11 9 (") .. en 11 (") (") 00 :::l 00 () .., <D CD <D ro ;:o (") O* 3o m en en -Cil :::l "U Ill cc CD ..... c en Q, ..... w w SUflMARY OF CONCRETE CYLINDERS COMPRESSIVE STRENGTH .'.:i1JC ilS I to:J:re 1or i" . Fl*1non Jll.(IQJL J2IS*Xt,J;{,;i."" . .._*_.,"-"'-_._.."'-"-""'"' *192_ _J ,m_,_ ___ l -------_ n ',1_'-:i I 11.,CT(ll) __ 1K?_.O(IL ._!o,'?f!L 11. -.. -"-**-=* ___ ::..."=--<' ,..--______ ----="""'**------;-*-* ---...[Qfil_ llQ..OQJ: ... -_ti_JJ3 ___ 5'"1:::wD*::;:ii_2'3 *J &vei_. J.li-Z_,(IQL ,1 S5 ,fT.112_ _5?.'l:L l (l[)J _?_[:."{!__ ;;::;.:}.,,:Ni _* 1&gEt .. 1,n.!1t*l) __ _
* _e;i.&t, w -_,, . -.,, -__IL_ ULt -----JJJ.-r.(l(I 11s.; ___ J_ff_,O(Xi_ . .' J.?J.fJJ;1)1 '<P.:>'1 1?1l *lsili_ fi 3 1/2 :'i:.*t_ _ :f!J 1?5.J'XI* ,, o!iit';.( Jan. a _ J_ l_t? '.1,0.00. :;!(1E-& _ s;:.ot-j_ '--""F.""_ .. .-... --;z '. lie ll /:. L to 1 F '.l9_I. _l_U_!t_r,_L_,r,___n_:.2:__ .)L""" 2_yg, 1. 5
* Y.l_O 1}? 1:;:. ,!l[-.;1 1?; ,'i>jg i_('Q_,2:.:IL :L!U .* s_ . !, *190 ,J,ar1._l_L ______ , o ___ *---**-* ;hOOr:i ___ ... fOJl. 1U. .. __ ,5_,o ___ JJ'l'.*J:. !!_,ci:I{). 102_ 5'.l(] ';;91:L _ '!l".-0:;:;. Bf_,Hr.:i *k:t:.J __ s:nc*a<l 3 119_ l!Lll:t.L ______ .. _ B J." mo Q1_ -() c c Ol -cr.e?. 0 -* :J 0 :J 8.z 119 () .. Cf) "Tl () () 00 :J 00 () .j:>. ..., co CD CO ct :;u () CD 0 :< 30 ca en en (/) -ca :J SUHHRRY Of t.OijCRETE CYLIHDERS COHPRESSIVE SIREHGTH IDTni.; m:. m0 -<> c: c: Dl -:::::r.a 0 -* ::> g az "Tl!' ('") .. (/)"Tl ('") ('") 00 ::> 0 "' al"' 1D ;:o ('") CD 0::: 3 0 -0 Dl cc CD ..... 0 co a ..... "' "'
S U M M J' '( 0 f C 0 U C R E l E C Y L r ll D E R S C 0 M P R E S S V E S T R E !l G i H m (') 1ii -0 c c Ol -=a 0 -* ::J 0 ::J 9.z "'Tl 9 (') .. en "'Tl (') (') 00 ::J 00 (") .i::. .., CD CD CD Cii :::0 (') CD 0 3o m Ul Ul en ...+ m ::J "'U Ol cc CD ..... 0 co 9, ..... c.> c.>
S ll 11 M /1 fl: Y O F c o Ii C R E i E C Y L l II ll E R S C 0 11 P R E S S l V E S l ll l II G T II "'C .gi <D .... .... Cl g, .... w w s u a H .Ml '( 0 f c 0 H [ 1u:: T E [ l i El ij E R s 1: 0 rH P. E s s [ v E s r R Erl G T H 01\TE: :;;n nLJl;::JE:lS l.(JC.ClflOH or Cl.ST l'LlfCEl'l':l;*;r mo 05 !!?.. -C'l cc tll --tu O" = :::J 0 :::J Q,z "'Tl 9 () (/) "'Tl () () 00 :::J (") <O Cil <O ct ::o () O* 30 Cil (JI (JI (/) -Cil :::J "U tll cc CD ..... ..... ..... Q, ..... w w S tr MM /\ R Y 0 F C 0 il C E 1 E C Y L I H fl E R* S C 0 l*\ ? E S S l '/ &#xa3; S *r R E 1; G T H Pl=l'.J,lF.Cl 1 li1''fl\l -f<lltr CAlllf.1:!tU IM IQf<_:_Jfil!JJ. ITSTlf \G Lh1JWICHJl:S. HL llKLUSl\'l: (11\i'ES or F:ll'Ol\L.f .* J.:1.t\..J'* ---f(i. rr.rritvl:-1*n*i;1r ur.rA ----p -* 51f!.fJIGill or {;1pc11 __ _* _"" ' ---"I ' ' ---Pl.O.STIC r.ow:nJ, n l 1 .. r.1n:f>AL .*sl ---*, r JQD! I,_ 0 L. m.: t !:! 5tJ(11 as ...J _ fil <"ll(l1.'' 1<;c*t"rr1*1 'IF ---"' ,,.... u, ** *""'"-c "" * "l*.? *-** '"
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* __.. * ;---.. -.1 .... *"'''l""'*-__., *--------*E*-" *--1-!l :J ;j .. ___ .. 159.:L. . ..113,0:0:'i_.,,, *"-'*'"* *. w 'X$t'"'-I _Gll .. 13.... ...... .ll .* L _<i,6 WLL ..2':.,tlC!t * .l!l.1,EC.O f.'532 ..li'J.!*C*:! ...1&#xa3;.:1.SD:-_:,r,q(i .(.>I::.;:!: ;.._).' ... L. J ,.-....... _.S,liOJ: .IM.OJ!: _.:.J9LJ.S..'W)(11, _l;U:t_,:.oJ 5Z,:i_il .-6G ''.C*Jtl ''Jo: ti *''* 11.iir.tl .._ .>lrtfl!\r i.'-d (lfl P!1*erse Sld<' ,,(orfqlo.ll er this fl>t'n, (! ;;,i ff, 100 I! 1 t:--s \'' j ** 1f.1 172 Jej to l'? 12 :-s m o 03 Q1.. -C"l c: c: Ill --Ill 5* ::::!: ::J 0 ::J g,z 'Tl 9 () .. en 'Tl () () 0 0 ::J co (") .j:>. .., co co co -co :::a () co 0 :=::. 30 CD en en en -CD ::J -:::r col en -0 Ill "U Ill cc co ..... ..... N a ..... w w ---1 
;; U r*I i-1 ,i\ Y G F c 0 [*j c R E T E c '{ L J E) ( $ {; 0 1'*1 p R E s s ! 1.' E s T ll E i; T II mo O'i -(") c c tll -.-+ tll -* .-+ 0 -* ::i 0 ::i 8.z 11 9 () .. en 11 () () 00 ::i co (") """ ..., (.!) CD (.!) ro-::o 0 CD 0 :< 30 ro en en en .-+ ro ::i .-+ ::::r mi en .-+ 0 m. tll SUMMAHY 01' CCJNCR.ETE STREtlGTll mo Q1.. -(") c c Q) -tt 9t 0 -* :l 0 :l 8.z "'Tl 9 () .. cn "'Tl () () 00 :l co (") """ .., co CD CO m ::u () CD 0::::. 30 m en en -Cil :l -::; col en -0 !!?. Q)
SUMMARY or COllCRETE C'tlJJIDEP.S COltPRC.SSIVE STREHGTll mo !!1.. -0 c: c: Dl -g. ::i 0 ::i S.z "T1 !=> 0 .. en -n 00 00 ::i C') c:o Cil c:o co ;u 0 CD 0 30 SUMMARV OF CYLIHDERS COHPRESSIVE SlREH6TH mo -(") c c Dl -cr. a 0 -* :::J 0 :::J 8.z 119 () .. en "Tl () () 00 :::J CD (") """' ..., CD Cl> CD co ::0 () O* 30 -::r 0 Dl Di "U Dl ca (I) ...... ...... 0) 8. ...... w w SUttMARY OF CO"CRETE CYLIHDERS COHPRESSIVE STRENGTH m R/SC>;lf: 7-?l-IO ta F I 10 Dt\1( m ClLl!;DHS LOCJilJOll or iOIX:RETt tA:>l PLJl.CEHEliT &sect;i!!c _ . 1\X.*113 5.1 t&#xa3;R....? 4 .* 01.':J .. ru .. __ EOll 5511 5588 L-0ad9 Oll9 1:JJ --1'!!:1!.J __ -*--*** 6. .....L. J N.9. .. 11l.OW h4GJJ 166,COO 5811 -lit ,ooo _5%0. _ _5:1_12 78" Lo.d o$l ___ e i m .* ooo *-1*2 1sa,0D'l m,ooo w to.id m_ . .?,;J.L_, _ -()J&_ 19Ji,OCO ISl,0:.l) M73 Lo.l4 m l.:ZJl_ _7:29 ___ , _ _,,C'-'U-Z..=Dc...... __ !?J.. &sect;2} _7* no, 223. i}1*5;.., m,ceo m1 111,0f*'.i cm ln,sro j;;;;;-(JJl>S (;1' 1.ca1 lGMOJ 5SS;-w lo*d *1iOJ 163,51:\J 5763 l52,501i 539'!,_ ,D:10 53'11 85' L0>d m.soo _ .1i;1,00J 5695 &7E4 swe w Lo*d 49SD 173,ooo_ _ 1-1!2,SC'>l __ 6'1D(. _ 5971! 66" Looid ; !ZO.OOO m-1 m,ooa 6t*1B ]_6J,SC*J sm fl* LoaJ t Q*;,l,.., __ .... :.G.;2 170,000 5500 a.t<t> lo'3iJ 1JJ ___ .. 111.!l'J 5325 t.Wl 1n,1Joo[i;i;,; l6\,50J s112 . tt**d -A _3_ 1.16,0M 1es,oc*J H5,CQC G7C3 58' Lood : ) *'*r*** -' E.Z l,f.ll.-J '5111 lSl,000 640a . -il1 _l_ ,...:! l.CIJD_ 130,"'' '"' *0* iMi_ ES9L . fu .. ooD . .Jll: (,A* I 1'!11 31 ,, B *rod C at" ""'"'r en s1ae or ot tiifs tom,; -c <,-;,,,,,.,._,,; --' .. * * .r . ** .. 1-m;-1ps L-' r iilil.TE su en u;urns l:iJ *. PSI" .. 1 o. SUIHIARY OF COHC:RElE CfLttl.DEJl.S COKPRESSIVIE STP.EHGTH LtitM ir/:i 1 mo 03 Q?.. -(") cc Q) -cr. a 0 -* ::J 0 ::J Q,z 11 () .. (/) 11 () () 00 ::J CXl (") .j:>. .., c.o <D c.o co ;:a () <D 0 30 "U Q) (C <D .... .... 00 Q, .... c.> c.>
s:a 5-;!I) 5'-lil !J-10 --9-10 s. u IUI AR'( __ Q f '0 u c RE TE c y L l [ Rs c 0 n p RE s s I \IE s r RE JI 6 r I[ *--'.Jl'.lCq, :l01 JI;+ I8J ' ru--:r3 J.. 3 1/l '4.0 C!l-1-l -AA lW'> .! J 1/2 .R 2 ltl.: 6?tJ'3_ uir.,:i&#xa3;Jo _ .. --1----1--_,,._4_.,_oo_n_*1_t_-i:*_<.1_,c_-0_0 ms .61).41l __ lH.Mk aw:: cw-22 r.. J 1/2. 4 ... 4 __ rjf,?J ___ lft'.1,5*)1) _ S!!J!L p.r-' 1 .. .555 -:R.:'1M 'G-97 *}-1:1-,...,,,. 17B CIJ-C..S -----3 H&.o ____ .sr, ** u f!}" *'"'"'' :l/4 ! 11,0DI} '.l.CJJJ,501)< :J-IB7 114.SiXI IJ'0100<l Golj 11:0,r..:;iQ j:Jlll -illi" J,r> --f--'-11---'---t'-=-'== ==*'= ---____ , *--*-*--.-.----*-.--_ *,__. __ 4_,-0_00_-. 11.t?._!_')00 .. 6SJ? l:3:i; J?O, _ _;;_1iE.!L .J:Lf .1 *jlJ.ll 9-111 1lloc)(u1Et g-11 + ;miA 1l 13 '*.5 14.!l.z : J.63,C(IO 1576$ 117, coo 626! lllS ,_9.l)fl _ __,11!,[,Jfill_ JM,i(r_ *W. tr*!''* ll i }90 Mt /i..'11'.-22:i.\ + 2.ZM -:in JIP-17Il lJ 11 I :B b i-.:t:...S9...;.-_l-t-1-'.i...O:.l-",_-cn __ .!n .. __ :11.ll.. '9-23 ,\:( W11B I :B 2 L{Z -.--.-. .....,...._ __ 693 N!:-..!10:1. tll-!!{JO 1n,ooo ,uo;i *--5:1JJi rna,009_ 591,1: __ X!:l:'I Mt'' .. ll'.1 4,CQ0 171!!01) i273 __ :in,coo_611'.l 2?. 13 2 t,12. 4,C<lo i25.ooo 4*121. 10-s ooo. _ .&sect;S}'L_ .%5110 .. llJf *rai' -;tfii":ndl c* i::i:iro;t=ct.es-are sunniar zed f)!' rcvr:r.>11. si!le ar or1g1na1 eapl<:s of forri. ii,. _ .. , ( <<-}'/:,_ ( **. .,, -L--m a o1 !!?.. -(') c c Dl -o: a 0 -* ::J 0 ::J 8.z 119 (") .. (/) "Tl (") (") 0 0 ::J CX> (') """' ..., c.o CD C.O cD ;:u (") CD 0:::::: 3o ffi (/) f6" (/) -ro ::J -:::r 0 !!?. Dl SUMMARY Of COHtRETE CYLIHDERS STRENGTH __ J_ .. 1Q1 .. _ .1) f,X ll!l I! 3 *1. *i 6 __ G4.J;7 &sect;f!.:IL= __ _ G:t1' Looul!: t:i_:! _*-1ca __ ... ! ----, __ }' _ l.t!* .. t:l1.!' _ 6J:.&sect;1__ l.7Sr(l1);) 6190 _ ... 4J75 57*.l,t:lj!.1.L._ ! JO __ .. J-!*:i _:i __ U.G __ i,.,1 .. .:J,:;QL __ _ _.1 l*rs,ouo v H9r. __ __ fl-.:f r,o.-.,no _:it __ t* .. lH;< 't-____ i:; , 3;__:J&#xa3;,'.! '. ;.1;1f..1:.x, 'IJJ!} __ * &JJ::L JE(),c<ro __ _JE'..0'.!_i'.]_ .rn.1.; .;.f F;-:: .. *1 !'-'.'! . .t!*'Jt .1 r=. * .r*..:< .iti:a b :_9-1:""' ... s;1 1) .. __ 41tq; :t-" _J .... _ _ "="' .. :5.E[I:! _. _ _ ... ___ .. 1 ct" I ,. ""-! -'*' *<*.*. --. ,_,,"'"' '''*''-...,.+, .,,,, ""*'*d2" _,,,. ---* .. J_,. ____ L y,; : _ ***--! I _J Hw ,,, s <M r, nm.rcti;-.; M *elf lorn, .,,;:,:/._,,_,,,. _c-:. .,.,.. .. ' mo -() c c Ql * ::J 0 ::J S.z "Tl9 () en "Tl () () 00 ::J CXl () """' ., <.O CD <.O ct ::u () CD 0::::: 30 (iJ en en en -(iJ ::J r---j_ -illd l '.il:l (1'1 r::J, IJ1.}I tUP Of CO'IGtf.iL o ii ( 1: r E C Y l .i !1 l'. C :-: S C fi :1 P L S S mo < OJ OJ --(') c c OJ * :::J 0 :::J 8. z 'T19 () CJ) "Tl () () 00 :::J CXl (') -""' .., c.o CD C.O co ::o () CD 0 3o Cil en en (/) -Cil :::J -::::; col en -0 9?. OJ SUMMARY OF COHCRETE CYLIBDERS COMPRESSIVE SlREBGTH ?rolJ[CT: OPl*V -Foln t!.LllOUrl
* Ul;ll 1tw:1,usm: MT&#xa3;S H P.fl'IJRT; 11-IT to Z-16, )] J" 1,,4 J' RP -tao __:J_'__ 4.a 14i .i H::i'l. 30 fl? -1$J\ {7ll l);c. '14 I U'3.{ fl! 1'"' _j13.:; !>!-e. f,\ .. _!-Cl }lil -0 D> co (1) .... N N s. .... w w mo ili !!!. -C'l c: c: Ill -:;, g az ,, p 0 .. (/) ,, 00 00 :;, C'l CD (il CD m-::o 30 "'O &l (I) ..... N w a ..... w w SUMMARY OF CONCRETE CYLIHDERS COMPRESSIVE STRENGTH 1 DPPD _* rnRT CJIU!Ol!ll STf1t!Dfl -UHIT l INCLUS!VC 01' AEPORTi ta I bl\7J\ **urtAI its Ot """ H OF tilll<OCllI:O OOl!C!IETC !Bnscd upon tV11r. ers ooldl!d lo 6" dlnrt ** ,, .. :: :: : .m .. * ::.: ::.: :::: :::: .;:: : ::: :: : ::: ::::: '-;; l*prll 25 226b, B J' n * * -* r:.-n 4120 TGS,001 M77 174,000 5154 171i 000 6013 1u ""O 5-lh S6&deg;Load . I 7G7 l*rrll tt tt6b n z 3f < 0 14 Mn :tz* rw 45:'7 177,!.0! (.278 1es,soo 6561 196 000 56!15 ss"Lo*d 7JJB7o Sh g *
* l*rrtl 27 /,XTO!! st.II" B 3'' J,.!i_ ---n* 4014 171,00! ro4B 1n,o::io 1" u.o 5137 4828 _7.f!! l1rrO 1.x B 3* t a :. """' "" "'' 6Jll( 167,000 5937 176 saa 5243 151 soo 5359 so"ued ; nr r4t 6 AX M n ? i1 t ... '1, M* ,,. soi !OD7F 202,ood 714S 1!1o,soo 673!! 200 109? !(gt n"l<>*d z i n1 13 1:.3 /, 3' ..l..li.LJ!S..; 5.CD:i ......, 4810 loo,std tB.2.00J &;37 Je7 nm 172.500 E-101 """Load \112 _p 1. __ .L 1r. """ -. *. r,.. Ui30 l!l(;,000 6579 t!l!i ooo ir.= 153.oo:i S41Z .J.JL* lloy _M______ /, 3' !i.OOJ J!B St\ 5ZSZ Zl>S.00: ,,.._, 201 """ 112.7 183.S():] l"IS:O O("Lo*d 2: ! .,., ll*y 13 r.l A J" Mi .i95.SO **** 1913,0JG 70:13 6SS7 IEZ,O:'JO SS!ll 4 -.Ull : (1) .. ::iec" tOtlO!ll .. ,, o *,. contretu s.._r,ree O'I nvtM* 11.:. cf er!; Ina er U.1* rem. ..,..,.-: *** *.1.1r t<irncttd ti.et, s.n. "1<1r Corrernd Alr*ec,.,.,.,w
* rn a Ql -<> c: c: Dl -"'g 8.z "Tl!=' () .. (/)"Tl () () 00 Cii ;u () CD 0 :< 30 
..... I'.!)' 11 !J--4l1A, 122C E 126,ro 4457 174,WO El72 173,Y.'CI tm M' 716 . . . . e lZ&,51> 1SC,500 tsi6 181,000 j;OQ( lAld I --717 llil}';>!l A \&3,S:J< SD76 189,560 U03 191,m trs& lttu! f '" 7'!1 . . . . A J" 141,5:11 SOOS Em 195,000 &#xa3;933 l!>!d I .. 719 H*.Y 24 Dl-11 A 3* 4.0 5,00J m.o:ii Sl99 &#xa3;0c9,S01) 1410 201,SOD 112) t.c* Le>d 7Etl . . AA s02 AJ. as \lall e 781 Hay 2&#xa3; 10l':I 8 3' 4.3 J" 14.4 4,000 IZ6,0JI U57. '114 Lo*d f.3' Lo>d . 182,50D 113,000 11&#xa3;,000 ins ss1s 1-=.::+----+=='-'==-==-==--11 . . ...___;_._ l__;,._ _,_,__ ---t-----i 11,,000 we1 ne,soo 6!14 HBB J.81 llav 21 n IDD,D:M 149,0Xl 5270 1'6,Y.IO. 51112 lo*d June J J0:314,J22 ltX3l3* \1*11 B 177,0:Ml 70' Lo!d -, 7lM JUM' Curb 1.r. 'IX! n.c .D s 119 ,0() 4209 169,()(JO 161 ,S.:io 7B' Lobd Aug. S C&P 5 167,0JIJ 5907 11.!l ,&!JO 5252 74' Lo*d 786 Aug. 5 Colu:ms 313 B E 174,!.00 f.ln 154,():JIJ 5449 Bn* Load 787 9 Al 225 c E 77* 165,DJIJ Net Q -.:n --1'J&ed 788 Aug. 12 AX3Z3 \inll II srno Lo>d 789 13 n 3* 4,000 114,50 4050 155,&:IO 1n,ooo son 5146 4flll ,ooo &1igs M6,5DO L!iJS2 1so,SX11 5323 n* Lo*d j 1i t<iptot 61 llih rom. ,\,>"! -(}, rJaI', .* . ___ _ _Jf: __ rn C> Di -C'l c: c: Dl -::lg az "'Tl 0 () :. (/)"'Tl () () 00 ::l (") <D () CD 0 :< 30 111,oioo (*:m 1e!l0$C(I t>::90 l\ii.S,SOO M'3') 61 .. :Z s.oo::t 1 !J:a.:OOa &#xa3;6150 lila ,i!XXl r;7z,n us, soo i C.*! *1 6S.:4 s:&* a,.,,,.,i J ' 1% 18 K-*1 '" 3 S,OD:J 143,5()[, S075 ls.3*00l 603 l&l,l>XI 5S09 1&3,000 &4!3 6Nil 'W 4 '-._-.9-1.._l_r._u_g.-1a.___,1--Kw_4 ______ _..,._A_....._3 _ _,_4_ .* _3___,_ ____ ,. s,orn 14!1,0()( .* -,00,000._l 5 _.;,,_ __ .'9.9 lh1i;i. tit K.-4 A 3 S,Olt'Ji iJi' ,*DJ{ 4.1145 l!lJ,OOii* 603 H9,Soo __ 1_tis_*._o_r:i_:i'-!i_IJ.l_!i-'-16_T"_L_o_1_d-,,.,J 6 --,!,u-;. 18 K-4 ,I\ J 5,()00 us,oor 48HI 164.$();} Sil.le l73,000 I n'.9,500' i!ill' !,BS t.ol!.i '._a_o_o'-1tu11_,'-._2_0--+_M_5o_oo_z,s_o_J_B ____ ____ 3 __ _.,_.o_f>._:i .. 1 _l_2-_s_,Si_j-1!-_4_t_l_9-1---161,f>(>J !i'<ia s91.n: w lo1"1 1001 Aug. *tr. *mB . _B &#xa3; 3f.t. 141.B 4.oi;;J m.ZS,D\IC 4'.21 _ i enz Aug. 25 P.X...!111)C&.22Sd B 4,a *1,0IXi 12.1,031 oll6j) l!i!i',SOO .S!n& 161,00:> s9r;;i
* 164,000 :Sil-ill He.ooo f.2J5 at* ic:iu i5 S03 Aug. 105/ PAAA.f'H Iii 3 :147, 3 4 ,OD:) 109.Sill $1l'1'3 _ _,_ ___ _,_ _______ _,, __ ,_.,.._;,,=-,.....-j .rw;r. 'Zl -150,0l)a !ll(!S' lSJl,001) 151 ,ooo !>].II, 496-9 fW Load llU,50l* 6*190 7'l" mo Q?_ -C'l c c Ol -cr. 0 -* ::i 0 ::i 8.z "'Tl 9 () .. en -n () () 00 ::i C'l CD CD CD ct ;a () CD 0 :< 30 ffi en en -CD ::i -::r mi en -.,, Ol co CD _.. N en Q, _.. w w DF COUCRETE CYLIHDERS COHPRESStYE STRENGTH JNcLCS!n fa\HS OF REPQ?.(;6-21 to mo 01 -<> c: c: "' -::::l 0 ::::l Q,z o** en ., 00 0 0 ::::l (') <D (ii <D co ;o 0 CD 0 :< 3 0 Cil en en (ii ::::l SUMMARY Of COHCRETE COMPRESS IV:&#xa3; STRENGTH m o -(') c:: c:: DJ * :J 0 :J S.z "Tl 9 (") .. (/) "Tl (") (") 0 0 :J CXl (') ..... co CD CO <ii ;o (") CD 0:::: 30 m en (/) -Ci! :J "'U DJ co CD ..... N co a ..... w w SUMXA R ,. OF tol/CRETE CYL!llDEkS COl'lPRESSJVE STl!EKGTH , ROJ.CT: O?PD -FOP.T C/iLllJL\'I 5iA11'.:N -Utlli CrelCfil'lE cnlht!Eil -----------*------**-*--l O*\lf I c;'LJl1DEllS LQCl\TIOll OF COUOlUE ! I (). l PL1\CC:t.\i'.h'1 ,,, rnri _7!,81_ -2.lM.Qll.. ZD11 SOD 7375 J'O SQO 6171 n.l"'t'} w .. aoo a<73 144 ;""'' .*m 10*26*71 Rr z2b _JL 1:._ __ 11.:!1.:.Q. 121 1m 4lts Jci,l!QQ., .lli.L 1 io ooo 6013 l7J HO. ,...1fil. 1N.SOJ 6172 r.__ __ sm 163 COD 5165 l?q oon J_q_o3_ __ L j.':3 10-28-71 (li-9 IV"d)_*fr ,:__ ,::__ $,OIJO J.!lLl!Q;l 6?57 Af. 1m n __ 2..:.-,:. __
* __ !.!llJJL .:5.24*\ l 15 soo 6201 500 L.7"..:4,,, ** 11*2*il _JL ___ -. _*_lJ.J.!L.l>,G9 Gr.50 6437 :::-ts .. n-z-n -----. _e_ __ 3961* tS>J non 672D JP.O &sect;Q;J_ 5334 mo SOD 67J!! .fil..iD'J _i'l.M... i1E 11.:.4:!!_ !_JLU/.'1. ___ J47.I _*_jllLW 176.500 HS n.4.71 ____ , :t:........ ---* .1_ .* ..".. .. 33g5 165 ooJ <M 5%1{.:, 166 oJo 5Bll 111 :11Jt ;,r,vr 1 I .... .. -*-r-.. ---* _*_iJM.,filllJJft.. JM..,OC1J_ 5001 1&5 500 53r,q Ri 1 *3 pil. _____ !J.IGd ,,. * "" *"O l!!iJO 13Q,[)J0 459:! 1n <M Ji4 COD J.c!L.(',lil GP"Lr.*1!..L. JJ.;:JQ-'ll j,..L._ LVA,L.L \ol? .* I tp o:;o n* con l.usL l&sect;.LOD*J 64*J? lli'.,0.00_ JJJJL Jl.0, .. 500. r<3..'.1.l!:i0 .... I I .Jlil ;1.Ji-ll J' S.'i " 99.500 SZli 150,5(]0 sJn 117,00:1 *11JB 5n*Lo.1dW :)-1!-11 --* == 107 ___ 151,SOO rn.500 6243 l:.1;1g_ Wl,o.1d:t. .. ;s; :l-ll-11 L.. -*-l---;.-*1L==i " 111 n*.-. '""'' hp 510 fT37 H4 <;t<t <>;IA In< ... .!LL llJ Jcr Cl;u n, &-i.: ( 't"OTt'I., *ro s*,JIDar D'l to?1.U of U!U " . ,., 0-Jll l!iJ ODD U]' !llLliQ1)_ 4 SUMHnRY OF CONCRETE COHPRESSIVE STREH&TH :'-' *i__;=:.;*C:..:"":..:&deg;':..:_;i-:Jl'-*;'-':"-"' :,_,,.::'-'*:,,_,* __ .,,.___l_J_"l_._;;_(_Y-_;1 .'. _.(_'*_!_!'_* 1-5_7_'._l_;O_;,_d _ _, .1..r'J;lf}J'i *2:2ZL ....... .,,;, 1Y11) _);.i::1) +-'-: ,-r-*1*1-;c n1 , .v* :.-1 ..,,; .1-)(,.'.j 1-3)1'. t.1:.:J*::r 'jo....:=:..:..+...=:===ii-__ :,_.o .. __ --.* _ ,-:.,,_;_*"* ... -_ = **. n,; ;,:_**,'.,f 6.t*.** ', , ______ I;! --. .. .. ': .. __ _ ... .nc7.*: !J:'.* .. i 1 J'' j .. z. .. :!t J1!9.l l"'Jl,,r...:-10 &#xa3;:1),113 17.t:,i)CV and r.: *1'1:' .s;1-0ei or .,__.,,.:--= ='""* mo 1il Q1_ -C"l c c Ill * :J 0 :J 8.z 11 9 () (J) 11 () () 00 :J co (") .j:>. <O CD <O Cii ::o () CD 0::::. 30 Cil rn rn (J) -Cil :J -::r -0 Ol Di -a Ol co CD ..... (,,) c 8, ..... (,,) (,,)
SUIHIAR'r' OF COllCl\ETE CYLll!DERS COIHliESSJV( S TR E IJ GT If r 1:1JJI Cl: orro
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* 100,!iOi> 63F.ltl ................ .. _El _____ ll __ +.2*_1.;.../..,4 , __ ,___._.11''".;_* ..... * !>':)r,..o. lG'\I, ! ""B'"'"l.:.i ... ... 3--'E'------iiR-B--fj-1 ""''j]-=0=-a+' A 1&sect;1,MO
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* 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 Structure:,. Containment 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 .d'd Print Name Si!'ll1Name Method of Review: 21 Detailed Review [gJ Alternate D Reviewer: 22 Tyler Knuth nm! I -;e;.. Print Name -Sign Name Review Notes: zi Independent review 121 (For Eiolemal Analyses Only) External Approver: 2* NIA NIA P!lntNarm Sign Name Exelon Reviewer: ., NIA NIA Print Name SlgnNama Independent 3rt1 Party Review Reqd? 20 Yes D Exelon Approver: 71 No [gj _/_2/JL Plin!Name EAG Reviewed {ifcJ W N\t( Af 't Initial Jl(p Date -1 v-r-Sign Name ,, 6/1/2016 Datto Testing D 6/1/2016 o.>11! N/A Da!e NIA Data 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 I scheduled to ensure that appropriate knowledgeable "experts" are utilized for reviews. I D I The Methodology is appropriate for the purpose and scope of 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 I . h th fi I d Al t 'b A h t 4 & 5 resu t m c an :Jes to e 1na pro uct. so see at ri utes on ttac mens 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 D l 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 Attachment 8.1 .................................................................................................................................. 71 Attachment 8.2 .................................................................................................................................. 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 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 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 1 Q28FT 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 1 Q38FT 41N" (F/N 7616). [15] 9319-B Sheet 1, Rev 1, "REACTOR PLANT, RP-17B AND RP-17C, ELEV 1 Q38FT 41N TO 1044 FT 1 QIN" (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 1 QIN" (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 1 OS9FT 1 OIN" (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 1 OS6FT 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 Evaluation of FCS Concrete Compressive Strength Test Data 44 48 "'" Cyl!nden ""' 2/17/19fB 2/18/19ffJ 2/19/19fB 2/22/19fB locatlonofConcrete Placement WallW-4PartltlAuxll!ary Building WaUW-SPartlt2AuxU!ary Build in WaUW*3Part113Auxiliary Bulldlng WallW-SPartltSAuxlllary Bu!ldln 51 2/28/19fB Auxlllarv&J!ldln WallW*l 52 2/28/19ffJ AuxlllarvBu!ldln WallW*l 3/8/19f8 97l*Auxll!ary 8ldg. W*8A, W4 P*4,W*2P*2 74 31811969 W4 5/8/1969 S!ab5S.1AuxlllaryB!dg. 122 5/8/1969 Slab55-1AmdllaryBldg. 5/8/1969 Slab55-1Auxlllary81dg. U4 5/8/1969 Slab55-1Auxillary81dg. 5/8/1969 51ab55-1Auxi!laryB!dg. U6 5/8/1969 Slab55-1AuxlllaryBldg. U7 5/8/1969 SlabSS.lAuxlllaryBldg. 148 5/23/1959 AlllllliaryBulldingAX-13-wall 149 5/23/1959 AuidHary BulldingAX-13-wall 6/6/1969 Aux. M-7 6/6/1969 Aux.M-7 181 6/6/l969 182 6/6/1969 Atlll.M-7 6/6/1969 Aux. M-7 184 6/6/1969 AuxM-7 185 6/6/1969 AuxM-7 186 6/6/1969 AuxM-7 187 6/6/1969 AuxM-7 188 6/6/1969 AuxM-7 Building Code AX=AuxllfaryBu!ldlng, RP=ReactorPlant AX AX AX AX AX AX AX AX AX AX AX AX AX Spedfled l-70ay 11*28Daylab IU*280aylab LV*280aylab Strength(psl}Strength(psl)Strength(psl} Strength{psl)Strength(psl) 5482 6862 5412 ., .. 7163 5907 '"' 5058 lll74 7127 7286 ""' 6597 "'"' 4810 6791 5412 6667 6950 7021 7074 5394 6827 6667 6720 5305 "" 6667 &367 6243 71ll6 7251 6986 5376 6544 "'"' 6410 6579 '651 5801 5588 7499 7612 7127 7110 6968 7056 5871 7339 6473 ""' 5447 7110 5535 6915 Page 17of133 V-28Dayfield Strength(psl} 5412 NOT@AREA PLACED 5412 5765 5836 ""' 6207 6437 6172 .,,, 5889 unab!etolocate unable to locate 5518 7074 7110 6632 6243 5871 "" Reference WIP8498, 13605 WIP8498,13605 WIP8498,13605 WIP8498,13605 WIPB498,13505 WIP8498,13605 WIP8498,13605 WIP8498,13605 WIP8498,13005 WIP3164 WlP3164 WIP3164 WIP3164 WIP3164 WIP8498,13605 WJP8498,13605 WIP8498,1360S WIP8498,13605 WIP8498,13605 WIP8435,8498,l3605 WlP8435,8498,13EOS WIP8435,8498,13605 WIP8435,8498,13605 WIP8435,8498,13605 ExterNlSubg101de w .. m(F/NJ Y(7641) Y(7642) Y(7642) Y(7641) Y(7641) V(7641) Y(7653) Y(7653) 7D.ayStrengthls8day,partofpouris exte1nalandpartisintemal partofpourJsexternalandp<irtls!nternal partofpourlsextemalandpartls!nternal W41sexternal W41sexte1nal W41sexte1na1 Sasedonthedatesforsets206*213,ltis reasonabletoconciudethesesetstook 1ace!nl969 Basedonthedatesforsets206*213,itls reasonab!etoconcludethesesetstook !ace!n1959 Basedonthedatesforsets206-213,ltis reasonabletoconcludethesesetstook tace1nl969 Sasedonthedatesforsets206-213,ltls reasonabletocontludethesesetstook place!n1969 8asedonthedatesforsets206*213,ltl$ reasonab!etooondudethesesetstook 1ace!nl969 26DayReldRequested,Basedonthedates forsets206-213,itisreasonab1eto oondudethesesetstookplacelnl969 26DayFieldRequested, Based on the dates forsets206-213,itls1easonableto condudethesesetstookplacelnl969 PDFpage34ofWIP8498isstampedrecelved 7/21/fB;thereforeitisreasonableto concludethesesetstookplaceinl969 PDFpage34ofWIP8498isstampedreceived 7/21/fB;thereforeitisreasonableto concludethesesetstookp!aceinl969 PDFpage34ofWIP8498isstampedreceived 7/21/fB;thereforeitlsreasonableto concludethesesetstookplaceinl969 PDFpage34ofWIP849Slsstampedrecelved 7/21/fB;thereforeltisreasonableto concludethesesetstookp!acelnl969 PDFpage34ofWIP84981sstampedrecelved 7/21/fS;thereforeltisreasonableto concludethesesetstookplacelnl969 Calculation No.: FC08499 Rev. 0 Page 18of133 Evaluation of FCS Concrete Comi;iressive Strength Test Data loatfonofConcrrte BulldlnaCode Sped fled 1-7Day 11-28Dayl.ab IU-28Dayi.ab IV-28Daylab V-28DayFleld ExtemalSubgrade ReactorC.VltyFloor .... Cyllnden Placement AXaAuxlllvyBulld!ng.. Strength(psl) Strength(psl) Strength(psl) Strength(psi) Strength(psl) Strength{psl) Reference Wall?(F/NI orWalls?(F/N) ..... Oort RP a Reactor Plant PDFpage34ofWIP84981sst:lmpedrecelved 189 6/9/1969 Aux17&18 A>. 400) 5801 JOOl "'' ""' 6791 WIP8435,8498,13S!i 7/2l/flJ;the1eforeitlsreasonableto contludethesesetstookplacelnl969 PDF page 4 of WIP 8435 is stamped received 206 6/l3/l9f/J AuxBlllldingM-6 A>. 400) 5871 7463 71'5 "" 7251 WIP843S, 13605 7/21/W;thereforeitisrenonableto 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 7251 7251 7145 67]fJ WIP8435, 13605 7/21/ff!J;therefo1eitlsreasonableto eoncludethesesetstookplaceinl969 PDFpagellofWIP84351sstampedrecelved 209 6/13/19fB Au11.BulldingM-6 A>. 400) 6544 7905 .... WIP8435, 13005 7/21/fB;thereforeitisreasonableto condudethesesetstookplaceln1969 PDFpage4ofWIP843Sisstampedrecelved 6/13/19@ AuxBulldlngM-6 6367 7182 7491 7835 ,,., WIP8435, 13605 7/21/fB;therefoieitisreasonableto condudetheH*setstookplaceinl969 POFpage4ofWIP84351sstampedreceived 211 6/13/19fB AuxBulldlngM-6 A>. """ 5995 .,,., 74'6 7322 6296 WIP8435, J.3605 7/21/f;B;thereforeitlsreasonableto concludethesesetstookp1acelnl969 PDfpage4ofWIP843Sisstampedrecelved 212 6/13/19(;!) AuxBulldingM-6 A>. """ 0084 7640 7092 7082 6243 WIP8435, 13605 7/21/fB;thereforeltlsreasonableto concludethesesetstookplaceln1969 PDFpage4ofWIP8435isstampedreceived 213 6/13/19fB AuxBulldlngM-6 AX """ 5553 7640 ,,., 6544 WIP8435,13605 7/21/fB;thereforeitisreasonableto concludethesesetstookplacelnl969 Therecelptstampdatelscutoffappearsto 256 6/24/1969 400) 5129 6773 ""' 6137 6225 WIP8438,13605 Y(7655) be196X,soitlsreasonabletoconclude thesesetstook lacein1969 Therecelptstampdateiscutoffappearsto 6/25/1969 MBAU'.CMat "" 6296 615* 6154 5712 WIP8438,13605 be196X,soltlsreasonabletocondude 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 Thereceiptstampdatelscutoffappearsto 261 6/25/1969 M8AuxMat A>. 400) ,,.. 6827 ,,,., 6720 6650 WIP8438,13605 be196X,soltlsreasonabletocondude thesesetstookplacein1969 Therecelptstampdatelscutoffappearsto 262 6/25/1969 MB Aux Mat 4916 "'" 6143 6402 "" WIP8438,13605 be196X,soltlsreasonabletoconclude thesesetstook !aceln1969 Thereceiptstampdateiscutoffappearsto 263 6/25/19f/J MB Aux Mat "" ""' .... 6632 5748 WIP8438,13605 be196X,soltisreasonabletocondude thesesetstook laceln1969 Therecelptstampdatelscutoffappearsto 264 6/25/190> M8AuxMat "" 5500 5801 5659 5235 WlP8438,13605 be196X,soltlsreason.abletocondude thesesetstook laceln1969 Therecelptstampdatelscutoffappearsto 265 6/25/19@ MB Aux Mat 6125 6597 ""' WIP8438,13605 bel96){,solt15reasonabletocondude thesesetstook laceln1969 Therece!ptstampdateiscutoffappearsto 267 6/26/19f/J AX39 7056 "'" 7145 6773 WIP8438, 13605 Y(7657) be196X,soltisreasonabletoconclude thesesetstook lacein19f/J "' 7/2/1970 AX51Wa11 A>. 400) "" ... ""' 6225 NOT@AREAPlACED WIP846S,13605 286 7/9/1970 AX*65&66Wa!ls A>. """ "" 5854 "'" 5305 NOT@AREA PlACED WIP846S, 13605 Y{76S6J 287 7/9/1970 AX73Wa11 A>. """ "" 6101 6125 NOT@AREA PlACED WIP846S, 13605 y 7659 Calculation No.: FC08499 Rev. 0 Page 19 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Cyl!nders "'" 711/1970 "' 7/18/1970 7/27119(/J 7/23/19fB 308 7/24/1969 8/13/19(/J 8/15/19@ 8/20!19fB 336 8/21/19fB 8/21/1900 8/22/19fB 343 8/26/19fB 344 8/26/19fB 345 8/28/19fB 346 9/211969 locatlonofConcrete Placement AX56 AX40&41 AX*S3 AX60Wa!I AX10 AX*44 AX67Wall AX61AWall AX47Wall AX68 AX37&37a AX45 348 9 51969 AX71 349 9/9/1969 AX36&37b 367 9/15/l9fD AX62,63,64 373 9/19/19f&#xa3;J AX3 374 9/191969 AX78Slab 375 9/19/19f/J AX24 9/22/19fE AX58 9/241969 9/30/1969 397 10/111969 AX*3l 398 10/2/19flJ AX-7 10/3/19f/J 404 10/7/19f/J 405 10/8/19f/J RPMud51ab3B 10/9/19f/J AX10Wall 10/10/1969 AX*8 415 10201969 AX-3o."B"Wall 416 10/2111969 AX9B 417 10/21/1969 AX22 420 10/27/19fB 10/'19/1969 AX10551ab 424 11/319f/J AX-9AWa1 428 11/71969 AX107Slab 429 11/10/1969 AX138,143,l44,146 11/10/1969 AX138,143,144,146 11/10/1969 AX138,143,144,146 432 11/1111969 AX-21Wall 440 11/15/1969 AX-lOOSlab 11/15/1969 AX-1005lab 446 11/18/1969 AX-19Wall 449 11/2()/1969 AX-20Wall 455 11/21/1969 AX-5Wall 456 11/21/1969 AX-175&176Wal[ 458 ll/24{1969 AX-104B 4W 11/2511969 AX-106Slab 461 ll/7<;/1969 AX*10651ab 462 11/25/1969 AX-10651ab 464 11/'191969 AX-l0151ab 465 ll/'191969 AX-10151ab 467 12/7/19f&#xa3;J AXlnAWall 468 12/5/1969 AX-246Wall 469 12/5/1969 AX-245Wall 474 1211111969 RP*SA 475 121711969 AX-1 12/W1969 4n 12/U/1969 478 12/U/1969 479 1969 AX*l 480 12/151969 AX-174A 11./16/1969 AX-166-167Wall l'l/19/1969 RP-55!ab&Wall Building Code AXcAu*lllaryBulldlng, RPcReactorPlant AX AX AX AX AX AX AX AX AX AX RP AX AX AX AX AX AX AX AX AX AX AX AX AX AX AX AX AX RP Specified 1-7Day 11*28Dayl.ab lll-28Dayl.ab IV-28Dayl.ab V-1.SDayFleld Strength{psl) Referenoe Strength(psl)Strength(psl}Strength(psl) Strength(psl) Strength(psl) 4368 4227 4315 4439 '616 "" 3997 '651 4510 4510 4333 4138 3997 4103 3961 4403 5341 4686 SOOS 4510 4421 .,., 5022 ""' 5058 4457 4350 4103 "" 4757 6455 5854 .,., 5535 6101 597!l 5818 6119 6349 5412 6278 5871 6119 6154 6031 6579 5907 5252 6331 5978 6296 5748 5871 ""' 6597 6473 6154 6154 6579 6720 5942 6172 6225 5836 6473 6119 6437 6897 6349 5447 6172 5995 5871 5889 5978 6384 5323 5889 5889 5854 6154 5518 6738 6597 5854 5058 5588 6101 6261 5942 6154 7145 6225 "'" "'" 5978 6420 6561 6473 5561 0013 5871 5854 6384 6420 6243 WJP846S, 13605 6119 WJP8465,13605 0)13 NOT@AREA PlACED WlP8440.1360S 6314 5748 WlP8440, 13605 ""' 5341 WIP8440,13605 5712 NOT @AREA PLACED WIP8440,13605 5465 WlP13605 NOT @AREA PLACED WlP13605 5730 5836 5783 WJP1360S 5765 5659 W1Pl3605 5871 5659 WIP13605 0013 5854 WIP8441,13605 5925 NOT@AREAPLACED WIP8441.13li05 5801 NOT@AREA PLACED WIP 844L 13605 6190 NOT@AREAPLACEO WIP844L 13605 5659 WIP844L 13605 6420 WIP844l, 13605 5518 51'19 5801 5518 WIP13605 61n 5376 WIP1360S NOT@AREA PLACED WIP 13605 62Cfl NOT@AREAPlACEO WIP13605 5978 4952 WIPMSO.l3605 6367 4n5 WIP MSO. 13605 56n WIPM50,13605 5482 NOT@AREAPlACEO WlPMS0, 13605 6278 5500 WlPM50,1360S 6367 5146 5482 NOT@AREAPlACEO WlPMS0, 13605 5942 4651 WlP8450, 13605 NOT@AREA PLACED WlP MSO. 13605 WlPMS0.13605 4934 5076 WlP84S0.13li05 6084 WIP8450, 13605 6137 NOT@AREA PlACEO WIP 8450, 13605 5925 4014 WIP8450,13605 5871 NOT@AREAPLACED WIP8450,13605 6101 5235 WIP84S0.13605 5235 4085 WlPM50,13605 6120 5730 WlP8450,13605 7145 5482 WIP8450,13605 0013 4987 WIP8450,13605 6437 5359 WIP8450,13605 6632 5836 WlP8450, 13605 6048 5182 WIP8450, 13605 7127 5412 6544 5465 5588 6544 ""' 6384 4704 6154 6614 6597 0013 4775 4350 6172 4952 6473 5058 4297 6650 4704 "'' 4757 WIP8450, 13605 WIP8450,13605 WIP8450, 13605 WIP8450, 13605 WIP8450, 13605 WIP8450,13605 WIP8450, 13605 WIP8450,13605 WIP8450.13605 WIP8450,13505 WIP8450, 13605 WIP13605 WJP8450,13605 WlP8450, 13605 WlP8450,13605 WIP8450,13605 WlP8450,13605 WIP8450,13605 WIPMS0,13605 WJP13605 ExtemalSubgrade Wall?(F/N} Y7662 Y7676 Y(7665) y 76761 Y(7674 Y(7687J Y7691 ., .. N7 .. Poun;AX*33aandAX*33bareshowninF/N 7665 AX76alsshown!nF/N7676 artedernal, artlnterna! C.olV-280ayReld5trengthverifiedwithP/ A C.ontainmentwalltrandercanalinterface C.ontalnmentwatltransfercanalinterface Calculation No.: FC08499 Rev. O Evaluation of FCS Concrete Compressive Strength Test Data Seti! Cylfnders ''"' 12/19/19(/) 485 l2/ll/19fB 490 l/7/l970 491 1/7/1970 492 1/7/1970 493 l/7/1970 494 1/7/1970 495 1/8/1970 496 l/8/1970 1/13/1970 499 1/14/1970 500 1/151970 501 1/16/1970 502 1/23/1970 503 1/23/1970 504 1/26/1970 507 1/28/1970 sos 1/30/1970 S09 2/6/l'J70 512 2/20/1970 2/20/1970 2/20/1970 2/20/1970 518 3/5/1970 519 3/51970 520 3/9/1970 521 3/18/1970 3/19/1970 4/2/1970 48/1970 4/91970 532 4/14/1970 533 4/15/1970 534 4/15/1970 535 4/15/1970 537 4/22/1970 4/23/1970 539 4/27/1970 540 4/28/1970 541 4/29/1970 543 5/1/1970 5/4/1970 5/4/1970 546 5/4/1970 547 5/4/1970 5/5/1970 5/5/1970 550 5/6/1970 551 5/6/1970 554 5/8/1970 555 5/12/1970 556 512/1970 557 5/12/1970 5/2Afl970 562 5/27/1970 6/4/1970 64/1970 585 6/8/1970 586 6/9/1970 587 6/9/1970 6/9/1970 fi/10/1970 593 "1151970 594 6/16/1970 595 6/16/1970 596 6/18/1970 (00 6/22/1970 6/23/1970 624/1970 location of Concrete Placement AX-1756&1768Wall AX-161Walls AX-102&103 AX-102&103 AX-102&103 AX*l02&l03 AX-102&103 AX-102&103 AX-102&103 AX109 AXl6' AX!S9 RP6&8 RP6&8 AX10851ab AX-153Wall AX-l42Wall AX-l37Wall RP-7&9 RP-7&9 RP-7&9 RP-10&12B RP-10&12B RP-11 RP-130Cols.7&8 RP-13NfromCol.9-Col.12 AX141Wall AX122AWall AX140Wall AX*2 AX*2 AX*2 AX149 AX138 RP-13-S AX-29dwall AX74A AX136A AX-110 AX-110 AX-170&1n RP-C-4-2,C-5-2,C-6-2 AX-200 AX121A51ab AX147 RP9 RP9 AX-127 RPlSa AX125&132 AX125&132 RP*13 AX112 AX112 AXU2 AX-123a&AX130-b RP13N AX-111 AX-111 AX-130 AX-124&126 AX170&1n AX2l2&215 Building Code AX =Auxlllary Building. Specified 1-7Day 11*28Daylab 111*28Daylab IV*28Daylab Strength(psl)Strength{psl)Strength(pslJ Strength(psl) Strength(psl) 5341 AX 4492 5871 5730 "'" AX 6437 6'67 AX 2582 5518 AX 4174 6137 6'67 AX 4156 5871 5765 "'" AX 4085 5871 6526 AX 3873 5818 5588 5730 4350 6526 5942 3731 5783 RP 5252 5323 5217 AX 5659 5695 3572 5518 5394 5642 4174 5677 5730 AX 3714 5007 5642 RP 5836 5659 RP 5518 RP 4138 5942 4227 61!,I 5659 4244 "'" 6261 "'" 5871 5818 AX 6125 6190 AX 3961 6349 6278 6420 AX 6490 6437 AX 6402 "" 6579 6172 RP 5907 AX 3979 "'" 6225 AX AX ""' 6791 4403 6243 6'67 AX 4757 6261 6561 AX 6437 4333 6261 6490 6473 4174 5836 5995 AX 6278 AX AX 3961 5659 5978 5836 AX 4032 5801 5783 RP "185 6296 "" RP 6137 AX 5942 5836 5871 RP 5942 AX AX 6225 5854 4297 5765 5588 5907 AX ""' 5642 5900 AX 5925 5871 4527 6119 6261 4032 5624 5447 5500 AX 5730 AX 6119 5942 AX 6119 619;) AX 6331 6154 456' 6119 6137 4899 6827 Page 20 of 133 V-28DayFleld Strength(psl) 4421 4457 4492 4916 4633 4740 3731 4421 4315 4598 4174 5199 4510 5270 SOOS 5164 5624 5058 5058 5571 5022 5058 5659 5500 4934 5199 5535 5305 5677 5518 4527 4810 5305 5553 Ref ere nee WIP8450,13605 WIP8450,13605 WIP8450,13605 WIP8450,13605 WIP8450,13605 WIP8450,13605 WIP8450,13605 WIP8450,13605 WIP8450,13605 WIP8450,13605 WIP8450,13605 WIP8450,13605 WIP84S0.13605 WIP13605 WIP13605 WIP8450,13605 WIP8450,13605 WIP8450,13605 WJP8450,13605 WJP13605 WIP13605 WIP13605 WIP13605 WIP13605 WIP13605 WIP13605 WIP13605 WIP13605 WIP13605 WIP13605 WIP8465,13605 WIP8465,13605 WIP13605 WIP8465,13605 WJP8465,13505 WIP8465,13605 WJP8465,13605 WJP8465,13605 WJP8465,13605 WIP8465,l3605 WIP8465,13605 WJP13605 WIP8465,l3605 WIP8465,13605 WIP6770,13605 WIP6770,13605 WIP13605 WIP6770,1360S WIP13605 WlP6770,8465,13605 WlP6770,8465,13roS WIP13605 WIP6770,13605 WIP6770,13005 WIPDTJ0,13605 WIP6770,l3605 Wl?13605 WIPDTJ0,13605 WIPDTJ0,13605 WIP6770,13150S WIP6TI0,13605 WIP6770,13605 WIPfiTl0,13605 UtemalSubgrade WaU?(F/N) vms Y7684 Y(7n8) vms AlrtestsoncorrectedloadsS.3,S.5,4.8 N 7917 SGVaultwaH N(7917) 28DayFieldPossiblydamagedonjobslte 28Da"fieldPosslbl dama edonobslte 28DavFJeldPosslblydamagedonjobsite V(7918,7007) PartofRP-7andRP-9surroundsreactor V 7918,700TI PartofRP-7andRP-9surroundsreactor V 7918, 700/J PartofRP*7andRP-9surroundsreactor V7918,7007 PartofRP-7andRP-9surroundsreactor N(7&l8) SGVaultwall N 7&l8 SG Vault wall Nl7009) Basementwallooenln nearCol9 N 8088,8089 1013'El N(8088,8089) l013'EL N(8088,8089 1013'EL artialabovearade N 8088,8089 lOB'EL Fieldcvllnderpossiblydamagedonsite Field.,,IJnderpossiblydama,,.edonsite Field.,,linder osslbl damaaedonsite Unknown Fieldtest9da breaks V70071 PartofRP-9surroundsreactor Y7001] PartofRP-9surroundsreactor N(7943) N 8Cti!S,SOS9 1013'El AX-112.aJsshown In F/N n18 AX-112aisshowninf/N7n8 AX-112aisshowninF/N7718 N SOSS,8089 1013'El Calculation No.: FC08499 Rev. O Evaluation of FCS Concrete Compressive Strength Test Data S.t# 610 614 Cyllnders c .. t 6/26/1970 6/30/1970 7/2/1970 76/1970 616 7/6/1970 7/6/1970 618 7/7/1970 619 710/1970 7/10/1970 7Jo/1970 7/10/1970 7/10/1970 fiJ.7 7/13/1970 7/13/J.970 7/13/1970 630 7/13/1970 631 7/14/1970 632 7/14/1'370 633 7/14/J.970 637 7/16/1970 641 7/17/J.970 7/21/J.970 643 7/22/J.970 7/22/1970 645 7/21/J.970 646 7/24/J.970 647 7/24/J.970 7/27/1970 649 7/27/1970 654 7/30/J.970 655 7/31/1970 8/3/1970 8/6/1970 660 8/6/1970 664 8/7/J.970 665 8/7/J.970 669 8/11/1970 fi10 8/11/1970 671 8/13/1970 8/14/1970 8/14/1970 674 8/20/1970 678 8/27/1970 Location of Concrete Platel'l'H!!nt AX!33 AX211 AX-151h&157b RP-14b RP146 RP146 AX1516+1576 AX*134WAU AX-134WAU AX-134WA11 AX-134WALL AX*l34WAU AX-202A AX-202A AX-202A AX-202A RP15c: RPlS.-B AX201 AX201 AX148 RP-14A AX-218,220,223 AX-204A+205A AX-216+217 AX168a+169 AX203,20Sb AX203,20Sb RP-16"8" AX-182a RP16C AX-221 679 8/28/1970 AX300a,30la+131a 680 8/28/1970 AX300a,301a+181b1 683 9/10/1970 AX122b 685 9/11/1970 RP16A 686 9/11/1970 RP16A 687 9/15/1970 AX178C0!.5 9/21/1970 AX-225A+22M 9/21/1970 AX-225A+22M 691 9/22/1970 692 9/23/1970 AX204B 9/25/1970 AX-302 934 9/25/1970 AX-302 695 9/25/1970 AX-1248 e!l6 9/29/1970 Ax-231&235 fB7 9/30/1970 AX317&233 10/1/1970 M311&3U 699 102/1970 RP-l7C 7IXl 10/7/1970 Ax234a 701 1017/1970 Ax234a 702 10/7/1970 Ax2.34a 703 10/7/1970 Ax234a 10/13/1970 10/14/1970 AX123b Building Code AX"'AullfllaryBuJldlng. RP"'ReactorPlant AX AX AX AX AX AX AX AX RP AX AX AX AX AX AX AX AX RP AX AX AX AX AX RP AX AX Specified 1*7Day 11*28Daylab fll-28Daylab lV-28Daylab Strength(psl}Strength(psl)Strength{psl} Strength(psl) Strength(psl} 5978 6225 4000 4439 5978 6119 6225 4315 4527 6455 6410 6101 5925 5871 5748 6119 4000 459' 6101 6137 6225 4000 6437 6738 4421 4386 6296 6119 5093 "'' 6526 $14 61!X) 6190 5995 6296 6490 6314 0013 0013 5978 5871 5642 5836 5748 5907 5925 4457 5900 6225 4000 4457 0013 6190 6172 4916 6402 6437 4439 6278 6278 5836 5764 5164 5801 5394 4333 5695 5764 5447 4421 5801 5642 0013 4492 5925 0013 4757 5818 6296 6207 6314 6119 6172 6261 6137 4333 5900 5907 5871 4510 5995 3944 5942 5765 5907 4474 5535 5341 0031 5978 5642 5642 5642 0013 6579 4174 5765 6261 3891 6190 5942 5925 5900 6331 6314 6597 4333 6119 6314 5942 4227 6278 6119 6261 4421 6597 6579 6579 6296 6367 6278 3749 5571 5871 3578 5818 5659 5712 4200 5765 5535 4050 5765 5889 5801 3802 5730 5659 5801 3961 5801 5907 4050 5978 6207 6190 4704 Page 21 of 133 V-28Dayfleld Strength(psl) 5925 5058 5170 5836 5606 5730 5942 5129 5359 5170 5305 5412 5341 5288 5500 5712 4987 5571 5164 4810 5500 5606 5111 4757 5376 5553 4969 5465 4633 4297 -4810 4863 4757 4828 4828 Reference WIP6770, 13605 WIP6770,13605 WIP6770, 13605 WJP13605 WIP6770,8465,1360S WIP6770,8465,13605 WIPfill0,8465,13005 WIP6770,8465,1360S WIP6770,8465,13EiOS WIP6T70,8465,13605 WIPfiTI0,8465,13605 WIPfill0,8465,13605 WIPfiT70,8465,1360S WIP6770,8465,13605 WIPfiTl0,8465, 13005 WIP13605 WIP13605 WIPfil70,1360S WIPfiTl0,13605 WIP1360S WIPfiT70,1350S WIP6770,1360S WIP6T70,13605 WIP13605 WIP6770, 13005 WIPfil70,8465,13005 WIPfil70,8465,13005 WIPfil10,8465, 1360S WIPfiTl0,8465,13605 WIP(;l7Q,8465,1360S WIP6770,8465,1360S WIP6770,8465,1360S WIP6770,B60S WIP6770, 13605 WIP13605 WIP6770, 13605 WIP6770, 13605 WIP13605 WIPfiT70, 13605 W1Pfil10, 13605 WIP6770, 13605 WIP6770 W1Pfil10 WIP6770 "1?6770 "1?6770 "1?6770 "1?6770 "1?6770 WIP6770 WIPfil10 "1?6770 WIP6770, 13605 WIP6770,13605 WIPfil70, 13605 WIPfiT70, 13605 W1Pfi170,13605 WIP6770, 13605 W1Pfil70,1360S WIP6770, 13605 WIPfiTI0,13605 ExtemalSubgrade Wall?(F/NJ N(7612) N(7612) N(7944) N(7944) N(7942) N(7612) N 7615 N(7616) N(7616 N(7614) N(7614) N(7617l N 76171 SGvaultwall consideredaspartofRP*14bbasedontest dates coreideredaspartofRP-14bbasedontest dates 5Gvaultwall CLASS A RECORDED, DO NOT USE CLASS A RECORDED, DO NOT USE SGvaultwall SGvaultwall 5Gvau!twall Extraa!rtesttakenthioughoutthispour-4.0,4.4 CollV-280aylabStren11:1hisP/A 5Gvau!twall SGvau!twall 1045El 1045El Calculation No.: FC08499 Rev. O Page 22of133 Evaluation of FCS Concrete Comoressive Strenoth Test Data 706 707 708 "'" Cyllnders "'" 10/20/1970 10/21/1970 10/22/1970 10/22/1970 710 I 10/"J.8/1970 711 110/28/1970 712 110/28/1970 713 110/29/1970 714 ll0/'19/1970 715 110/30/1970 716 110/30/1970 717 110/30/1970 718 110/'3-0/1970 722 I 11/6/1970 n3 t 11/9/1970 n4 11111211970 n5 111/13/1970 11/13/1970 11/17/1970 n1 111111/1970 11/17/1970 729 111/25/1970 730 111/30/1970 731'.lA 111/30/1970 12/1/1970 12/1/1970 732A I 12/1/1970 J1/4/1970 12/4/1970 12/4/1970 735 I 12/4/1970 736 I 12/4/1970 736A I 12/4/1970 737 I J1/4/l'370 738 IJ1/l0/1970 738A 112/10/1970 743 3/4/1971 744 I 3/11/1971 745 3/18/1971 LoeationofConcrete Placement Ax303&AX316 AX179&182b AX401a&402b AX401a&402b RP17A RP17A RP17A Ax31S&319 Ax-400A Ax-400A Ax-400A Ax-400A AXU.7,228,229 AX2340 RP180 AXnb RP-188 RP-lSA RP15A RP18A AX-502 AXS02Slab AX-502 AX-502 AX502Slab RP-19Slab RP19Slar ColsElev.103CAX3l!lo\,AX 321A ParapetWa11sAX405,406-1044'-0" 747 I 3/26/1971 IAXPadsRM69AC-33,VA-17, VA-18 748 4/2/1971 749 4/5/1971 750 4/9/1971 AX180Al81A,181BWa11s AX123C Wall, AX310C., 321( Cots. AX186SLAB 751 I 4/16/1971 I AX 181-B Wall & Col. AX321D 752 I 4/19/1971 I AXlSOCWaH 4/26/1971 I AX225b,226b,4103 767 I 4/26/1971 I AX21.5b,226b,410a AX187aSlabAX188stairs 769 I 4/29/1971 I AX187b no I 5/6/1971 I AX85Pad Building Code AXcAullfllaryBulld!ng, RP,,ReactorPlant AX AX RP RP AX AX AX AX AX AX RP RP RP RP AX RP AX AX AX AX AX AX AX AX Specified I 1*7Day 111*28Daylab 1lll*28DaylabllV-28Daylab Strength(psl)Strength(psl}Strength(psl) Strength!psl} Strength(psl) V-28DayF/eld Strength(pslJ Reference """' """' """' """' """' """' """' 4000 """' 4000 """' """' """' """' """' """' """' """' 4000 """' """' """' 4000 """' """' 4457 4421 4439 4810 4545 4740 4174 4174 3837 4067 4032 4297 3997 sampled@ end of pump discharge hose sampled@ end of pump discharge hose sampled@ end of pump discharge hose 3784 3891 sampled@ endofpump discharge hose sampled@ end of pump discharge hose 4846 3678 3767 35n 3183 3625 "" 3130 5076 6100 6314 6367 5942 5871 6278 6500 64-02 6384 "" 6455 6455 6579 6048 5730 6280 6225 5854 ""' 6295 5900 5783 5925 6119 61W 5978 5818 6296 6261 5429 5730 6154 6154 5553 6225 6048 5571 5535 5394 5412 5712 5606 5748 5925 6084 6278 6278 6314 5818 5765 5482 ""' 5465 5500 5252 5412 5606 5412 5040 4793 5129 5500 4704 4757 56n 6154 6278 6561 6119 7145 6738 4633 WIPfiTIO, 13605 5995 WIPfiTI0,13605 WJP6770,13605 WIP6770,13605 6314 4510 W1Pl3605 6384 I 4722 WIP13605 6490 I 4987 SOOS I W1P6770, 13605 4740 I WJP6770, 13605 WlPfiT70, 13605 6331 I 5093 I WlP677'0, 13605 6154 I 4527 I WlP6TlO, 13605 6048 I 4740 I WIP6Tl0,13605 6120 I 4400 I WIP6Tl0,l3605 5925 I 3979 I WIPfiTT0,13605 WIP6Tl0,13605 5783 I lost on lob WIPl3605 6225 I lost on/ob WlP13605 5765 4280 I WlPfiTT0,13605 6207 4358 I WIPfiTT0,13605 6119 4315 I W!Pfil70,13605 NOT@AREAPlACED 6384 WIP3164,fil70 5429 4262 WlP6TlO, 13605 4457 WlPl.3605 6402 WIP3l64,fil70 WlPfiTT0,13605 WlPfiTT0,13605 WlP3164,6770 5695 WIP6770,l3605 5447 WlPfiTT0,13605 56n WlP3164,6770 5659 3661 WIP6770, 13605 5712 4510 WlP13605 WIP3164,6770 6720 4545 WIP6Tl0,1360S 5783 3484 WIP6Tl0,13605 NOT@AREA PlACEO WIPfiTT0,13605 wtPfiTTO, 13605 5323 4474 IWIP6Tl0,39395,13W' 5270 lwtPfiTTO, 39395, 4722 4421 IW1Pfil70,39395,l.300' 5500 5058 WIP6Tl0,l360S 4704 I 4120 I WIPfiTT0,13605 6013 I 5447 I WlPfil70,39393 6'333 I 5695 I WJP6Tl0,39393 6137 4828 I WlP6770,39393 6243 5359 I WIP6770,39393 7092 I NOT@AREAPlACEDI WlPfiTT0,39393 ExtemalSubgrade Wall?{F/NJ v1m2 !Notes N/8090' N(8090) N(W30) Nl79n Nl79n N(7970} N(7943) N(7971) N(7973 N(7973) 1045EL 1045El 1artialabove11:rade :setllanddatecutoffinWlP3164scan, remainingdatamatches6770 :setllanddatecutoffinWlP3164scan, remaining data matches mo 1060EL 12DayFieldCure Calculation No.: FC08499 Rev. O Page 23 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Cyl!nders "'" 775 5/17/1971 s111/l9n 5/24/1971 LocatlonofConc:rete Placement AX-411A,123d.122Cwalls AX-4llA,123d,122Cwalls AX502AX86Watl 781 5/26/1971 AX301b,304C,183b 782 5/27/1971 AX410J 783 6/3/1971 AX314, 322, AX313a Walls 784 6/4/1971 CurbAX4008.C.D 785 8/5/1971 AXlOllc&D 78SA 8/5/1971 786 8/5/1971 787 8/9/1971 788 8/12/1971 8/13/1971 8/13/1971 8/13/1971 8/13/1971 8/17/1971 8/20/1971 8/24/1971 801A 8/24/1971 802 8/25/1971 803 8/26/1971 810 8/31/1971 9/2/1971 8llA 9/2/1971 9/9/1971 814 9/9/1971 9/10/1971 816 9/15/1971 9/16/1971 819 9/17/1971 9/22/1971 821 9/23/1971 824 9/28/1971 825 9/29/1971 9/30/1971 l0/7/1971 10/8/1971 832 10/12/1971 833 10/13/1971 834 10/14/1971 835 10/14/1971 AX*lOllC&D C.o!umns3l38 AX22SC AX323Wall AXSOOAX503A AXSOOAXS03A AX-5ro\&503A AX500&503A AX*226C AX500B&S038 AX4118 AX-4118 AX-410C&225d 1057PARAPETWAl1 AX502Relief Panel AX123E AXillE AX501&503 Part AX501&503 Part PressurePanelsElev,1036 (AxBldg.l AX2260Wall AX411CWall RP21aandb 1057Parapets-AX50S,514, 515,516&507 AX*1220Wall AXl23FWall RP21D AX206andPads RP22A AXfDJA AXfDJA BulldlngCode AX=Auxll1aryB11Udlng, RP=RuctorPJant AX AX AX AX AX AX AX AX RP AX RP AX AX AX RP AX RP AX AX AX Spedfied l-7Day 11*28Dayl.cib lll-28Dayl.cib IV-280ayl.ab V-280ayFleld Strength(psl} Reference Strength{psl)Strength(psl)Strength(pslJ Strength{psl) Strength(psf) 4457 4457 4174 4598 ""' 4156 sampled@ endofpump discharge sampled@ end of pump discharge hose sampled@ end of pump discharge """ 6526 6455 5535 6190 "'" 5465 5818 5553 6314 5500 5712 6084 6296 5915 5783 4000 4280 5995 4000 4000 3873 4757 sampled@ endofpump discharge hose 4633 3810 4522 3749 4563 5305 6101 5748 5712 6119 6296 6278 5925 5801 5518 5818 S3ll5 5624 6137 6190 5835 5412 5960 6367 5695 5889 6172 6473 5942 5836 5907 5447 5695 6190 5465 6225 5376 5482 6314 6101 5642 6473 6526 6756 5978 6172 5978 WIP3164,6874 5199 WIP3164,6874 622S 5518 WIP3164,6874 6314 WIP3164,6874 5270 5182 WIP3164,6874 6261 5748 WIP3164, 6874 5941 5712 WIP3164,6874 5907 5252 WIP3164,6874 5765 WIP3164,6770 5449 WIP3164,6874 NOT@AREA PLACED WIP 3164, 6874 6561 5900 WIP3164,6874 5146 4881 WIP3164,6874 5182 5323 WIP3164,6874 5871 WIP3164,6770 5836 WIP3164,6874 WIP3164,6874 5978 WIP3164,6874 4987 WIP3164,6874 WIP3164,6770 5235 WIP3164,6874 4969 WIP3164,6874 6278 5465 WIP3164, 13605 4899 WIP3164,6770.13605 WIP3164,6770 5182 WIP3164,6770,13605 5553 WIP3164,6770,l3605 NOT@AREA PLACED WIP 3164, fiTlO, 13605 6225 5376 WIP3164,6Tl0,13605 5447 WIP3164,6Tl0,13605 5518 5146 WIP13605 4510 WIP3164,6770,13605 6261 4863 WIP3164,6770,13605 4899 WIP13497 5925 WlP6Tl0,13497,3919 6013 4350 WIP6770, 13497,39l9 5359 4191 WIP6770,13497,3919 5995 5129 WIP13497 6314 5376 WIP6770,l3497,3919 6190 11987 WIP13497 5412 WIP6770, 13497,3919 5500 WIP6770, 13497,3919 4492 WIP6770, 13497,3919 &itemalSubgr.ide Wall?{F/N) V(7B95) ReactorCavltyFloor Notes orWalls?(F/N) N 7980 N 7976 N{7979) Nl7982) setncutoffinscan!n3164,fu!lscanln6874 setllcutoff!ns.canin3164,fu!lscanln6874 setllartoff!nscan!n3164,fuUs.canin6874 AX-86oart1alabovel!rade setllartofflnscanJn3164,fuUseanln6874 setllcutofflnseanin3164,fullseanln6874 setllcutofflnscanln3164,fullseanln6874 setllcutofflnscanin3164,fullseanln6874 setllcutoffinscanln3164,fullseanln6874 setllanddatecutofflnWIP3164scan, remain!ngdatamatches6770 setllcutofflnscanln3164,futlseanln6874 setllcutofflnseanin3164,fu!lseanln6874 setllcutofflnseanin3164,fu!lseanin6874 setllcutofflnscanin3164,fu!lseanln6874 setllcutofflnseanin3164,fu!1seanln6874 setllanddatecutoff!nWIP3l64scan, remalnlngdatamatches6770 setllanddatecutoffinWIP3164scan, remainlngdatamatches6770 Thispourislikelypartofthe1Cl57Elparapet wallfortheAuxBuilding. Checktoseeifthe testresultscorrespondwlthanyoftheother para etwall ours. Setllisnotcompletelyleglble.1..oglcally basedondatesandwhatnumbencanbe readonthlspageandthepreviouspageof WIP3164,this5etllls810. seenoteforSet118lO setllanddatecutoffinWIP3164scan, remaln1ngdatamatches6770 seenotefor5etlt8l0 seenoteforSet11810 seenotefor5etll8l0 seenoteforSet/1810 seenotefor5etll810 seenoteforSet118l0 seenoteforSetll810 Setlllsnotcompletelylegible. l..o2ically basedondatesa11dwhatnumbencanbe 1eadonthlspageofWJP6770,th!sSetllis 825.C.onflrmedlnWIPl3497. seeriotefor5et11825 seenoteforSetll825 seenoteforSet11825 seenoteforSetll825 seenoteforSet11825 seenotefor5etll825 Calculation No.: FC08499 Rev. 0 Page 24of133 Evaluation of FCS Concrete Compressive StrenQth Test Data 837 "' CyUnders "'" 10/15/1971 10/18/1971 10/'12/1971 locatlonofConcrete Placement AY.112C RP200 lD/l6/l971 l1057RoofB.O.SPipeSleve&#xa3;. AUll.Bldii. 841 ll0/26/19711 RP22b 842 110/27/19711 RP-7-2 10/JS/19711 AX122C 845 I 1Vifi.971 I AX-6008 846 I 11/2/1971 I AX-6008 847 I 11/4/1971 I AX-160BandAX-2&deg;'1 : I I 1M4 Ax. Bld.11.. 851 I 11/10/19711 AX-fll5ParapetWall 852 I 11/11/1971 I AX-600C 853 111/11/1971 11/11/1971 I AX-114bandc 855 111/17/1971 I AX114a&dwall 856 I 11/19/1971 I AX89Slab 11(24/1971 I AX90Sta!rs fl/2/1971 I AX71698/0inAX316Wall 860 112/13/19711 AX139Wall 861 I fl/14/1971 I AX114d 862 I fl/23/1971 I AX114eS!ab 863 I U/23/1971 I AX7080B/0 1/13/19n I AX-192AX-1836b304a,19J.a 1/19/JEn 8n I ll26/19n AX7008B/O'sl,2,3AX700'J B/O'sl2,3 ,,_ 873 I 2/1/l912 875 I 2/4/19n 876 881 883 "' 887 "' 890 891 891 AX225C, VA-fB, AX411h, 2/9/19n AX234b 2/11/19n I AX32Sa, 326a, 327a (Walls) 3/1/1972 I AX19lbandd 3/1/"J972 I AX32Sb,326b,327bandc 3/2/1972 I AX7024-18/0s 3/9/1972 I AX B/Os 7019-3 Rm's 4-15 3/15/1972 I AXB/Os7019-ll 3/20/1972 I AX191-E,304Band324-A 3/22/1972 I AXB/Os7003-1 3/29/1972 I AXB/Os7050.1,2,3,4,5 3/30/1972 I AX324b,504 4/5/1972 I 4/10/1972 IAXB/OS7028L7,B410&AA 38a,b,c 4/12/1972 4/18/1972 AXB/057028-3,5,6, 7,15, 18,19,20,22 AXB/057153-57153-3,5 7014-1,2,3,47015-1,2,3,5 B/OS7463-lto12 893 I 4/19/1972 I RPlSAStair&Curb AXB/057059-5, 7,8 894 I 4/26/1972 IAXB/057059-2,3,67066-10 7030-2,37061-2 895 I 4/27/JE72 I AX114Slab 897 I 5/3/1972 IAXB/057030-1,6,7,147029-5, 77039-7AX114BStairs 898 I 5/4/1972 I AXB/07Q61).1 5/10/JE72 IAXB/057028-1,11,127029-1.2,3,4,5,7,8,9 900 I 5/11/1972 IAXB/057023-77025-2,3,5,6 7017-1 5/16/1972 902 I 5/18/1972 IAXB/057146-17174-17147-2; BulldfngCode AX" Auxiliary Bu!ldlng, RP;ReactorPlant RP ,., AX RP RP ,., AX ,., ,., AX AX ,., ,., ,., AX AX ,., AX ,., ,., ,., AX ,., ,., ,., ,., ,., ,., ,., ,., Spedfled I 1*70ay 111-280ayLabllll-28DayLabllV-2803yLab Strength{psl)Strength(psl)Strength(psl) Strength(psiJ Strength{psl) V-28Dayfleld Strength(psl} Refererv;e -""' -'474 -5588 4669 -4315 -3'78 -42'4 -3961 -4041 -3749 4138 -3579 -..,, -4987 ..,, "" -4014 ..,, 4386 ..,, ""' ..,, ..,, '457 4297 -4757 --4411 ..,, '411 -"" ..,, 4563 4810 --5305 -3537 -4315 -4156 0048 "" 7481 61n 6'67 61n 6207 6437 fil1IJ 6455 5836 5801 5217 5359 61.37 5712 5571 6207 5641 ""' 4651 "" Ol13 5748 6119 4916 6314 6190 5252 5925 5730 5836 5500 5500 5765 5359 "" 4899 4174 6207 6384 7446 6401 ""' 5642 "" 6473 6384 6314 590l 5889 5323 5818 6685 5695 6243 5571 5641 4899 590l 5748 6455 5093 "'' 6331 5188 5394 5659 5518 5659 5012 5146 4757 6261 5444 IWIP6770, 13497,3919 5005 WlP13497 WIPl.3497,39192 6473 5093 I WIP13497,39192 4863 WJP13497 5765 4403 WIP13497 6172 5111 I WIP13497,39192 6314 4350 I WIP13497,39192 4474 I WIP13497,39192 6243 4527 I WIP13497,39192 ::; I I 4262 I WIP13497,39192 4138 I WIP13497,39192 5942 4120 I WIP13497,39192 6225 4297 I WIP13497,39192 6597 4598 5712 4457 WIP13005 ti048 I NOT@AREAPLACEOI WIPl.3*05 5288 I NOT@AREAPLACEDI WIP13&'.15 WIPl.3&'.15 WIPl.3005 4333 WIP13EOS 5058 4686 I WIP13EOS 5801 4959 5730 Dama.11.edatJobSite 5012 WIP13497 5836 4934 WIP13497 5135 SOOS W1Pl3497 5058 WIP13497 6331 WlP13497 5199 WlP13497 4333 WIP13497 "" WlPl.3497 DamaRedatJobSite WIP13497 4849 W1P13497 5695 5465 WIP13497 6526 562' 5925 4757 WIP32516 5925 4916 5588 5659 5780 5659 5465 WIP32516 "'66 5341 5394 WIP32516 5836 4793 5041 4740 WIP32516 WIP32516 4669 3944 4686 WlP32516 4651 4067 &:ternalSubgrade Wall?(F/N) Y{7873) Y(7873) !Notes seenoteforSet11825 N(7982) Y{7984' 1artiallvsurroundsreactor N/7982l AX-114bandcpartlalabovegrade AX-114apartialabovegrade 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,&#xb5; SINGLE TAIL 95% CONFIDENCE, &#xb5; -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 Location of Concrete Building Code 11-2B Day lab lll-2BDay lab IV -28 Day Lab External Subgrade 3 Consecutive Rolling 3 Consecutive Rolling 3 Consecutive Rolling Set# cylinders Placement AX= Auxlllary Building, Strength (psi) Strength (psi) Strength (psi) Wall?(F/N) Average I (psi) Average II (psi) Average Ill (psi) Cast RP =Reactor Plant 43 2/17/1969 Wall W-4 Part #1 Auxiliary AX 7039 6862 7039 Y(7641) 6980 Building 44 2/18/1969 Wall W-5 Part #2 Auxiliary AX 5818 6048 5588 Y(7642) 6573 6302 5818 Building 45 2/19/1969 Wall W-3 Part #3 Auxiliary AX 6544 6968 7163 6060 6367 6892 Building 48 2/22/1969 Wall W-5 Part #5 Auxiliary 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 72 3/8/1969 971-Auxiliary Bldg. W-SA, W4 AX 6597 6650 6862 Y(7641) 7003 6844 6703 P-4,W-2P-2 73 3/8/1969 971-Auxiliary Bldg. W-8A, W4 P-4, W-2 P-2 AX 6544 6544 6685 Y(7641) 6685 6650 6591 74 3/8/1969 971-Auxiliary Bldg. W-8A, W4 P-4, W2P-2 AX 6986 6508 6791 Y(7641) 6738 6726 6762 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 Location of Concrete Building Code ll-28Daylab 111-28Day Lab IV -28 Day Lab External Subgrade 3 Consecutive Rolling 3Consecutive Rolling 3 Consecutive Rolling Set# Cylinders Placement AX= Auxiliary Building, 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 Location of Concrete Building Code 3 Consecutive Rolling Set# Cylinders AX= Auxiliary Building, ll-28Daylab lll-28Daylab IV-28 Day Lab External Subgrade 3 Conserutive Rolling 3 Consecutive Rolling cast Placement RP= Reactor Plant Strength (psi) Strength (psi) Strength (psi) Walll(F/N) Average I (psi) Average II (psi) Average Ill (psi) 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 Location of Concrete Building Code Ill-28Day Lab Set# Cylinders AX. =Auxiliary Building, ll-28Daylab IV-28 Day Lab External Subgrade 3 Consecutive Rolling 3 Consecutive Rolling 3 Conserutive Rolling Cast Placement RP= Reactor Plant Strength (psi) Strength (psi) Strength (psi) Wall?(F/N) Average I (psi) Average II (psi} Average Ill (psi) 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 Location of Concrete Building Code 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 Placement AX =Auxiliary Building, 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 location of Concrete Building Code ll-28Daylab 111-280ay Lab IV-28 Day lab External Subgrade 3 Consecutive Rolling 3Consecutive Rolling 3 Consecutive Rolling Set# Cylinders Placement AX =Auxiliary Building, 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 743 3/4/1971 Cols Elev. 103C AX 310A, AX 321A AX 6278 6314 6720 5895 6084 6437 744 3/11/1971 AX 402 "B" SLAB AX 5818 5765 5783 6284 6101 5789 745 3/18/1971 Parapet Walls AX 4C6, 406-AX 5482 1044'-0" 4669 5588 5677 5311 5246 747 3/26/1971 AX Pads RM69AC-33, VA-17, VA-18 AX 5465 5500 5748 5241 5518 5571 748 4/2/1971 AX 180Al81A, 1818 Walls AX 5252 5412 5323 5500 5471 5329 749 4/5/1971 AX123C Wall, AX310C, 321C AX 5606 Cols. 5412 5270 5447 5447 5429 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 Location of Concrete Building Code II-28 Day Lab lll-28Daylab IV -28 Day Lab External Subgrade 3 Consecutive Rolling 3 Conserotive Rolling 3 Consecutive Rolling Set# Cylinders Placement AX=Auxiliary Building, 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 815 9/10/1971 Pressure Panels Elev, 1036 (Ax Bldg.} AX 5217 5465 5571 5836 5594 5418 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 820 9/22/1971 1057' Parapets-AX SOS, 514, 515, 516 & 507 AX 5518 5482 5500 6131 5789 5500 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 836 10/15/1971 VA-151A, B, C and D RM. 82 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 840 10/26/1971 1057 Roof B.O.S Pipe Sieve E. Aux. Bldg. AX 6172 6402 6473 6998 6650 6349 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 Location of Concrete Building Code Set# Cylinders AX= Auxiliary Building, ll-28Dayl.ab 111-28Day Lab IV-28 Day Lab External Subgrade 3Consecutive Rolling 3 Consecutive Rolling 3 Consecutive Rolling 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 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 869 1/19/1972 AX 7008B/O's1, 2, 3 AX7009 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 876 2/9/1972 AX22SC, VA-69, AX411b, 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 890 4/10/1972 AX B/OS 70281, 7, 8 410 & AX AX 5836 5659 5925 5830 5807 5807 38a, b, c 891 4/12/1972 AX B/OS 702&-3, 5, 6, 7, 15, 18, 19, 20, 22 AX 5500 5518 5588 5695 5648 5535 892 4/18/l!l72 AX B/OS 7153-5 7153-3, 5 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, 8 894 4/26/l!l72 AX B/OS 7059-2, 3, 6 7066-10 AX 5925 5995 6066 5648 5860 5995 703().2, 3 7061-2 895 4/27/1972 AX114Slab AX 7003 6544 6632 6355 6538 6726 897 5/3/1972 AX B/OS 7030-1, 6, 7, 14 7029-5, 77039-7 AX1148 Stairs AX 5765 5810 5836 6314 6069 5804 Calculation No.: FC08499 Rev. 0 Page 34 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Location of Concrete Building Code ll-28Daylab Ill-28Daytab IV-28 Day Lab External Subgrade 3 Consecutive Rolling 3 Consea.itive Rolling 3 Consecutive Rolling Set# Cylinders Placement PJ< =Auxiliary Building, 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 899 5/10/1972 AX 8/0S 7028-1, 11, 12 7029-AX 5288 1,2,3,4,5,7,8,9 5022 5341 5117 5117 5217 900 5/11/1972 AX 8/0S 7023-7 7025-2, 3, 5, 6 AX 4510 7017-1 4686 4669 4958 4846 4622 901 5/16/1972 AX 8/0S 7021-17018-87019-26 7025-3 7038-9 AX 4899 5146 5058 4751 4905 5034 902 5/18/1972 AX 8/0S 7146-1 7174-17147-2 to7 AX 4174 4757 4651 4793 4663 4527 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 Location of Concrete Building Code II-28Day lab lll-28Day Lab IV-28 Day Lab External Subgrade 5 Consecutive Rolling 5 Consecutive Rolling 5 Conserutive Rolling Set# Cylinders Placement AX= Auxiliary Building. Strength (psi) Strength (psi) Strength (psi) Wall?(F/N) Average I (psi) Average II (psi) Average Ill (psi) cast RP= Reactor Plant 43 2/17/1969 Wall W-4 Part #1 Auxiliary AX 7039 6862 7039 Y(7641) Building 44 2/18/1969 Wall W-5 Part #2 Auxiliary Building AX 5818 6048 5588 Y(7642) 6561 6271 45 2/19/1969 Wall W-3 Part #3 Auxiliary Building AX 6544 6968 7163 6207 6193 6462 48 2/22/1969 Wall W-5 Part #5 Auxiliary Building AX 5907 5907 5818 y (7642) 6434 6498 6353 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 72 3/8/1969 971-Auxiliary Bldg. W-BA, W4 P-4, W-2 P-2 AX 6597 6650 6862 Y(7641) 6876 6947 6904 73 3/8/1969 971-Auxillary Bldg. W-BA, W4 P-4, W-2P-2 AX 6544 6544 6685 Y(7641) 6788 6639 6657 74 3/8/1969 971-Auxiliary Bldg. W-SA, W4 P-4, W2 P-2 AX 6986 6508 6791 Y(7641) 6724 6653 6703 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 Location of Concrete Building Code 11-28Daylab 111-280ay Lab IV -28 Day Lab External Subgrade 5 Conserutive Rolling 5 Conserutive Rolling 5 Consecutive Rolling Set# Cylinders Placement AX= Auxiliary Building, 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 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 Location of Concrete Building Code lll-28Daylab External Subgrade 5 Conserutive Rolling 5 Conserutive Rolling 5 Consecutive Rolling Set# Cylinders AX= Auxiliary Building, II-28Day Lab IV -28 Day lab 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 Location of Concrete Building Code 11-28 Day Lab Set# Cylinders AX= Auxiliary Building, 111-28Day Lab IV-28 Dav Lab External Subgrade 5 Conseattive Rolling 5 Consecutive Rolling 5 Consecutive Rolling Cast Placement RP= Reactor Plant Strength (psi) Strength (psi} Strength (psi) Walll(F/N) Average I (psi) Average II (psi) Average Ill (psi) 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 Location of Concrete Building Code 11-28Day t.b lll-28Daylab IV-28 Day Lab External Subgrade S Consecutive Rolling 5 Consecutive Rolling 5 Conserutive Rolling Set# Cylinders Placement AX =Auxiliary Building, 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 Location of Concrete Building Code ll-28Daylab Ill-28Day Lab IV-28 Day Lab External Subgrade 5 Consecutive Rolling 5 Consecutive Rolling 5 Consecutive Rolling Set# Cylinders Placement AX= Auxiliary Building, 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 743 3/4/1971 Cols Elev. 103C AX 310A, AX 321A AX 6278 6314 6720 5829 5956 6144 744 3/11/1971 AX 402 "B" SlA8 AX 5818 5765 5783 6158 6179 6080 745 3/18/1971 Parapet Walls AX 405, 406-AX 5482 4669 5588 5914 5503 5457 1044'-0" 747 3/26/1971 AX Pads RM69AC-33, VA-17, 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 749 4/5/1971 AX123C Wall, AX310C, 321C 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 Set# Cylinders Location of Concrete AX =Auxiliary Building, 11-28 Day Lab lll-28Daylab IV-28 Day lab External Subgrade 5 Consecutive Rolling 5 Consewtive Rolling S Consea.itive Rolling Cast Placement RP= Reactor Plant Strength (psi) Strength (psi) Strength (psi) Walll(F/N) Average I (psi) Average II (psi) Average Ill (psi) 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 815 9/10/1971 Pressure Panels Elev. 1036 (Ax Bldg.) AX 5217 5465 5571 6016 5854 5709 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 820 9/22/1971 1057' Parapets-AX 51'.6, 514, 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 836 10/15/1971 VA-151A, B, C and D RM. 82 AX 5624 Ax. Bldg. El. 1036 5978 5730 6445 6310 6119 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 840 10/26/1971 1C67 Roof B.0.5 Pipe Sieve E. 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 Location of Concrete Building Code Set# Cylinders AX =Auxiliary Building, ll-2BDaylab 111-28Day Lab IV-28 Day Lab External Subgrade 5 Conserutive Rolling s Consecutive Rolling 5 Consecutive Rolling 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 869 1/19/1972 AX 7008 B/O's 1, 2, 3 AX7009 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 876 2/9/1972 AX225C, VA-69, AX411b, 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 890 4/10/1972 AX B/OS 70281, 7, 8410 & AX AX 5836 5659 5925 5946 5772 5815 38a, b, c 891 4/12/1972 AX B/05 7028-3, 5, 6, 7, 15, 18, 19, 20, 22 AX 5500 5518 5588 5769 5688 5638 892 4/18/1972 AX B/OS 7153-5 7153-3, 5 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, 8 894 4/26/1972 AX B/OS 7059-2, 3, 6 7066-10 AX 5925 5995 6066 5602 5645 5801 7030-2, 3 7061-2 895 4/27/1972 AX114Slab AX 7003 6544 6632 6130 6307 6448 897 5/3/1972 AX B/OS 703().1, 6, 7, 14 7029-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 Location of Concrete Building Code II-2B Day Lab lll-2BDaylab IV-28 Day Lab External Subgrade Set# Cylinders AX =Auxillarv Building, 5 Conserutive Rolling 5 Conserutive Rolling 5 Conserutive Rolling cast Placement RP =Reactor Plant Strength (psi) Strength (psi) Strength (psi) Walll(F/N) Average I (psi) Average II (psi) Average Ill (psi) 898 5/4/1972 AX B/O 706().1 AX S359 S022 S()l2 5880 5558 5414 899 5/10/1972 AX B/OS 7028-1, 11, 12 7029-1,2,3,4,5,7,8,9 AX 5288 5022 5341 5309 5147 5143 900 5/11/1972 AX B/OS 7023-77025-2, 3, 5, 6 7017-1 AX 4510 4686 4669 5()11 4969 4846 901 5/16/1972 AX B/OS 7021-17018-87019-26 7025-3 703&-9 AX 4899 5146 Sffi8 4821 4782 4892 902 5/18/1972 AX B/OS 7146-1 7174-1 7147-2 to7 AX 4174 4757 4651 4789 4807 4757 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 Set# Cylinders Location of Concrete AX= Auxiliary Building, 11-28Daylab lll-28Daylab IV-28 Day Lab External Subgrade 3 Consecutive Rolling 3 Consecutive Rolling 3Consecutive Rolling Cast Placement RP= Reactor Plant Strength (psi) Strength (psi) Strength (psi) Wall?(F/N) Average I (psi} Average II (psi) Average Ill (psi) 45 2/19/1969 Wall W-3 Part #3 Auxiliary 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 Location of Concrete Building Code ll-28Daylab 111-28Daylab IV -28 Day Lab External Subgrade 3 Conserutive Rolling 3 Conserutive Rolling 3 Consecutive Rolling Set# cylinders Placement AX =Auxiliary Building, 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 Location of Concrete Building Code II-2BDay Lab 111-28 Day Lab IV -28 Day Lab External Subgrade 3 Conserutive Rolling 3 Conseootive Rolling 3 Consecutive Rolling Set# Cylinders Placement PX =Auxiliary Building, 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 ill & 132 AX 6172 6154 6101 5960 6066 6142 581 6/4/1970 AX ill & 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 Location of Concrete Building Code ll-28Daylab 111-28Daylab IV-28 Day lab External Subgrade 3 Consecutive Rolling 3 Consea.itive Rolling 3 Consecutive Rolling Set# Cylinders Placement AX= Auxiliary Building, 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 Location of Concrete Building Code ll-28Daylab lll-28Day Lab IV-28 Day Lab External Subgrade 3 Conserutive Rolling 3 Conserutive Rolling 3 Conserutive Rolling Set# Cylinders Placement AX= Auxiliary Building, 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 743 3/4/1971 Cols Elev.103C AX 310A, AX 321A AX 6278 6314 6720 5895 6084 6437 744 3/11/1971 AX 402 "B" SLAB AX 5818 5765 5783 6284 6101 5789 745 3/18/l'J71 Parapet Walls AX 4CE, 406-AX 5482 4669 5588 5677 5311 5246 1044'-0'' 747 3/26/l'J71 AX Pads RM69AC-33, VA-17, AX 5465 5500 5748 5241 5518 5571 VA-18 748 4/2/1971 AX 180A 181A, 181BWalls AX 5252 5412 5323 5500 5471 5329 749 4/5/1971 AX123C Wall, AX310C, 3llC 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 Location of Concrete Building Code 11-28Daylab 111-28 Day lab External Subgrade 3 Conserutive Rolling 3 Consecutive Rolling 3 Consecutive Rolling Set# Cylinders AX =Auxiliary Building, IV -28 Day Lab 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 815 9/10/1971 Pressure Panels Elev. 1036 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 820 9/22/1971 1057' Parapets-AX 505, 514, 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 836 10/15/1971 VA-151A, B, C and D RM. 82 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 Location of Concrete Building Code lll-28Daylab IV-28 Day Lab 3 Consecutive Rolling 3Consecutive Rolling 3 Consecutive Rolling Set# Cylinders AX= Auxiliary Building, ll-28Daylab External Subgrade Cast Placement RP = Reactor Plant Strength (psi) Strength (psi) Strength (psi) Walll(F/N) Average I (psi) Average II (psi) Average Ill (psi) 840 10/26/1971 1057 Roof B.O.S Pipe Sieve E. 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 869 1/19/1972 AX 7008 8/0's l, 2, 3 AX7009 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 876 2/9/1972 AX225C, YA-69,AX4llb, AX 5518 AX234b 5164 5235 5925 5506 5306 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 890 4/10/1972 AX 8/05 70281, 7, 8 410 & AX 38a, b, c AX 5836 5659 5925 5830 5807 5807 891 4/12/1972 AX 8/05 7028-3, 5, 6, 7, 15, 18, 19, 20, 22 AX 5500 5518 5588 5695 5648 5535 892 4/18/1972 AX 8/05 7153-5 7153-3, 5 7014-1, 2, 3, 4 7015-1, 2, 3, 5 AX 5500 5659 5780 5535 5582 5646 B/OS 7463-1to12 893 4/19/1972 RPlSA Stair & Curb AX 5288 5359 5659 5576 5476 5435 AX 8/05 7053-5, 7, 8 894 4/26/1972 AX 8/05 7053-2, 3, 6 7066-10 7030-2, 3 7061-2 AX 5925 5995 6066 5648 5860 5995 Calculation No.: FC08499 Rev. O Page 51 of 133 Evaluation of FCS Concrete Compressive Strength Test Data Date Location of Concrete Building Code ll-28Daylab lll-28Day Lab IV-28 Day Lab External Subgrade 3 Conserutive Rolling 3 Conserutive Rolling 3 Consecutive Rolling Set# Cylinders Placement AX=Auxiliary Building, 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 897 5/3/1972 AX 8/05 7030-1, 6, 7, 14 7029-5, 7703g...7 AX114 B Stairs AX 5765 5810 5836 6314 6069 5804 898 5/4/1972 AX B/O 7060-1 AX 5359 5022 5042 5668 5406 5141 899 5/10/1972 AX B/05 7028-1, 11, 12 7029-AX 5288 5022 5341 5117 5117 5217 1,2,3,4,5,7,8,9 900 5/11/1972 AX B/057023-77025-2, 3, 5, 6 7017-1 AX 4510 4686 4669 4958 4846 4622 901 5/16/1972 AX B/05 7021-17018-87019-26 7025-3 7038-9 AX 4899 5146 5058 4751 4905 5034 902 5/18/1972 AX B/05 7146-1 7174-1 7147-2 to7 AX 4174 4757 4651 4793 4663 4527 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 Location of Concrete Building Code ll-28Daylab lll-28Daylab IV-28 Day Lab External Subgrade 5 Consea.itive Rolling 5 Consecutive Rolling 5 Consecutive Rolling Set# Cylinders Placement AX= Auxiliary Building, Strength (psi) Strength (psi) Strength (psi) Walll(F/N) Average I (psi) Average II (psi) Average Ill (psi) cast RP =Reactor Plant 45 2/19/l!J69 Wall W-3 Part #3 Auxiliary 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 location of Concrete Building Code II-28 Day Lab lll-28Day Lab IV-28 Day lab External Subgrade 5 Consecutive Rolling 5 Consecutive Rolling 5 Consecutive Rolling Set# Cylinders Placement AX= Auxiliary Building, 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 Location of Concrete Building Code lll-28Daylab IV-28 Day Lab 5 Conserutive Rolling Set# cylinders AX= Auxiliary Building, ll-28Daylab External Subgrade 5 Consecutive Rolling 5 Conseaitive Rolling Cast Placement RP= Reactor Plant Strength (psi) Strength (psi) Strength (psi) Wall?(F/N) Average I (psi) Average II (psi) Average Ill (psi) 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 location of Concrete Building Code 11-28Day Lab Ill-28Day Lab IV -28 Day Lab External Subgrade S Consecutive Rolling S Consecutive Rolling 5 Consecutive Rolling Set# Cylinders Placement AX= Auxiliary Building, 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 Location of Concrete Building Code 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 Placement AX= Auxiliary Building, 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 743 3/4/1971 Cols Elev. 103C AX 310A, AX 321A AX 6278 6314 6720 5829 5956 6144 744 3/11/1971 AX 402 "B" SLAB AX 5818 5765 5783 6158 6179 6080 745 3/18/l!J71 Parapet Walls AX 4ffi, 406-AX 5482 4669 5588 5914 5503 5457 1044'-0'' 747 3/26/1971 AX Pads RM69AC-33, VA-17, AX 5465 VA-18 5500 5748 5397 5341 5394 748 4/2/1971 AX 180 A 181A, 181B Walls AX 5252 5412 5323 5511 5475 5447 749 4/5/1971 AX123C Wall, AX310C, 321C 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 location of Concrete Building Code ll-28Daylab lll-28Daylab IV-28 Day Lab External Subgrade 5 Consecutive Rolling S Consecutive Rolling 5 Consecutive Rolling Set# Cylinders Placement AX= Auxiliary Building, 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 815 9/10/1971 Pressure Panels Elev. 1036 (Ax Bldg.) AX 5217 5465 5571 6016 5854 5709 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 820 9/22/1971 1057' Parapets -AX SCE, 514, 515, 516 & 507 AX 5518 5482 5500 6109 5960 5875 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 836 10/15/1971 VA-151A, B, C and D RM. 82 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 location of Concrete Building Code Set# Cylinders AX= Auxiliary Building, ll-28Daylab lll-280aylab IV-28 Day Lab External Subgrade 5 Consecutive Rolling 5 Consea.itive Rolling 5 Consecutive Rolling Placement Strength (psi) Strength (psi) Strength (psi) Wall?(F/N) Average I (psi) Average II {psi) Average Ill (psi) cast RP= Reactor Plant 840 10/26/1971 1057 Roof B.O.S Pipe Sieve E. 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 869 1/19/1972 AX 7008 B/O's l, 2, 3 AX7009 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 876 2/9/1972 AX225C, VA-69, AX411b, 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 890 4/10/1972 AX B/OS 70281, 7, 8410 & AX AX 5836 5659 5925 5946 5772 5815 38a, b, c 891 4/12/1972 AX 8/0S 7028-3, 5, 6, 7, 15, 18, 19, 20, 22 AX 5500 5518 5588 5769 5688 5638 892 4/18/1972 AX B/OS 7153-5 7153-3, 5 7014-1, 2, 3, 4 7015-1, 2, 3, 5 AX 5500 5659 5780 5606 5553 5609 B/OS 7463-1to12 893 4/19/1972 RPlSA Stair & Curb AX 5288 5359 5659 5563 5517 5549 AX B/OS 7059-5, 7, 8 894 4/26/1972 AX B/OS 7059-2, 3, 6 7066-10 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 Location of Concrete Building Code 11-28Daylab Ill-28Day Lab External Subgrade 5 Conserutive Rolling 5 Consecutive Rolling IV-28 Day Lab 5 Consecutive Rolling Set# C:Vlinders Placement AX =Auxiliary Building, 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 897 5/3/1972 AX B/05 7030-1, 6, 7, 14 7029-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 899 5/10/1972 AX B/05 7028-1, 11, 12 7029-AX 5288 5022 5341 5309 5147 5143 1,2,3,4,5, 7,8,9 900 5/11/1972 AX B/OS 7023-7 7025-2, 3, 5, 6 AX 4510 4686 4669 5041 4969 4846 7017-1 901 5/16/1972 AX B/OS 7021-17018-87019-AX 4899 5146 5058 4821 4782 4892 26 7025-3 7038-9 902 5/18/1972 AX B/05 7146-1 7174-17147-2 to7 AX 4174 4757 4651 4789 4807 4757 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 Location of Concrete Building Code II-28Day Lab Ul-28Day Lab IV-28 Day Lab Reactor cavity Floor 3 Conserutive Rolling 3 Conserutive Rolling 3 Consecutive Rolling Set# Cylinders Placement AX =Auxiliary Building, 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 Location of Concrete Building Code II-28Day Lab Ill-28Day Lab IV-28 Day Lab Reactor cavity Floor 3Conserutive Rolling 3Consecutive Rolling 3 Consecutive Rolling Set# cylinders Placement !()( =Auxiliary Building. 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 Location of Concrete Building Code Set# Cylinders AX= Auxiliary Building, II-28 Day Lab 111-28Day Lab IV-28 Day Lab Reactor Cavity Floor 5 Consewtive Rolling 5 Consecutive Rolling 5 Consecutive Rolling Cast Placement RP =Reactor Plant Strength (psi) Strength (psi} Strength (psi) or Walls? (F/N) Average I (psi) Average II (psi) Average Ill (psi) 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 Location of Concrete Building Code 11-2B Day Lab 111-28Daylab 5 Conserutive Rolling 5 Conserutive Rolling 5 Conserutive Rolling Set# Cylinders AX= Auxiliary Building, IV -28 Day Lab Reactor cavity Floor cast Placement RP =Reactor Plant Strength (psi) Strength (psi) Strength (psi) or Walls? (F/N) Average I (psi) Average II (psi) Average Ill (psi) 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 Location of Concrete Building Code 11-28Daylab 111-28 Day lab IV -28 Day lab Reactor Cavity Floor 3 Consecutive Rolling 3Consecutive Rolling 3 Consecutive Rolling Set# cylinders Placement AX= Auxiliary Building, 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 Location of Concrete Building Code ll-28Daylab lll-28Daylab IV-28 Day Lab Reactor Cavity Floor 3 Conserutive Rolling 3 Consecutive Rolling 3 Conserutive Rolling Set# Cylinders Placement AX= Auxiliary Building, 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 Location of Concrete Building Code ll-28Daylab lll-28Daylab IV-28 Day Lab Reactor Cavity Floor 5 Consecutive Rolling S Consecutive Rolling 5 Consecutive Rolling Set# Cylinders Placement AX= Auxiliary Building, 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 Location of Concrete Building Code ll-28Daylab Ill-28Daylab IV* 28 Day Lab Reactor Cavity Floor 5 Conserutive Rolling 5 Consecutive Rolling S Consecutive Rolling Set# cylinders Placement AX= Auxiliary Building, 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 3 Consecutive Rolling 5 Consecutive Rolling 5 Consecutive Rolling Case Average 10% Passing Average Minimum (psi) Average 20% Passing 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]
SUMMARY OF CONCRETE tYLlNDERS COMPRESSIVE STRENGTH -... l>M&#xa3; sr.1 tYt. rtmrns LOCJ.TlCl'I ('Jf Cl)l11:1tHL CAST f'L.'1Crnrnr ITT() Q1_ -C"l c: c: Ql -!:t:S. 0 -* :::l 0 :::l 8.z "'Tl 9 () .. en "'Tl () () 0 0 :::l CXl (") .j:>. .., co CD CO co ::a () CD 0 :< 30 m CJ) en -Ci! :::l 0 m. Ql SUMMARY OF CONCRETE CYLIRDERS COHPR[SSIVE sn CYLJNCUll.5 l.OC!\11011 or LMtlttH NO, .36 ... . JL .. " m a i\l -o c: c: Dl -a-::Jg Q,z .,,9 () .. CJ).,, () () 00 ::J 0 <O al <O ro ::u () 0* 30 
----SUl1MARY OF COHCRETE CYLlHDERS COMPRESSIVE SlRENGTH m (") 05 Q!. -() c c Ill * ::J 0 ::J 8.z ,, 9 (") (/) ,, (") (") 00 ::J CXl () ..., co C1l co m ;a 0* 30 Cil en en (/) ::J "U Ill co C1l ""' CD 8. ..... w w "U CD co 0 a .... w w 5UXtiARY OF COUCRETE CYL!FIDERS CO:IPRESS.IVE STRt!IGTH m o 05 -(") c c Dl * :J 0 :J Q.z 119 () .. (f) "Tl () () 00 :J co (") .j:>. .., CD CD CD co ;a () CD 0::::: 30 co (/l (/l (f) -co :J 0 Dl "U Dl cc CD 00 .... Q. .... c.> c.>
SUHHARY OF CONCRETE CYLINDERS COMPRESSIVE STRENGTH :$JA!JPN
* rmar I IESTIH'.i. Vd:l.:t'J\TCfUfS. me. WCl.usm MHS OF RF:.ro1rr: li!ir'11 1&sect;._*3""'"1) __ _ srr l:UJ:liTL?.S 'QF *W>>t.":p:i:; ,l;;i.., t:.;S"i f'll\trntr.t ag ,. , sss9 SStl1 l!!.9 ,orrn ! %?4
* 62"L*y.niml. 2 149.5 soaa 201,oaa 7J22 =,=*= 76G(l ; 2Hl,0Dll Hi5,dao
* 1'*1.l97 11 196,500 1M,00{1 6!>/l) 192,0tol 51'91 169 ,500 G?Ol 195,:500 59H lM.,Mp ,sisr.o 1 ;;.:;; .ooo lc,..se>u' ms.No 6?,l'.)7 *a; $)J J---1 * ;:,.... id.'.::,,.=.oo lil!i' 103 for Cl.:m ma 01 -C1 c:: c:: Ill -=S. 0 -* :::J 0 :::J 8.z "Tl 9 () .. Cf) "Tl () () 00 :::J co C1 .j:>. ., co CD CO Ci) ;a () CD 0 :< 30 ro en en Cf) -ro :::J iJ Ill cc CD a ...... c.> c.>
mo 05 -(") c: c: Ill -=a 0 -* ::I 0 ::I 8.z 119 () .. en "Tl () () 00 ::I CXl (") .j:>. ..., co CD CO co ;:o () CD 0 :< 30 rn (/) f6" en -co ::I -::I" roi (/) -0 9?. Ill 1J Ill ca CD co w 8. ...... w w I
* PASTE-UP DOCUMENT S V MM 1\ I\ '( OF CYLINDE .... ST fl E ti GT H m o <Ill Ill --0 c c Ill * :::J 0 :::J S.z () .. (j) "Tl () () 00 :::J co (") """' ...., co CD CO co ;:o () CD 0 3o Ci3 CJ) CJ) (j) -Ci3 :::J SUMMAltY OF C 0 II C R E T E C Y L I .ii ll [ R S C 0 P R E S 5 I l'PMtCT; __ -rn1:;i CJ.Ll\Otm IElW&:.'i rtSntfJ lliOCrJ\lffilf:S, !It, B tn .? .. 7 :, r .* .=. (. if'r"\11 V t S T P. E !I G T ll mo 03 Q1_ -() c c Ill -=a 0 -* :J 0 :J 8.z "'Tl 9 () (f) "'Tl () () 00 :J 00 () -!'>-..., tO CD tO co ::a () O* 30 ffi en (f) -Cil :J Calculation No.: FC08499 Rev. 0 Evaluation of FCS Concrete Compressive Strength Test Data .. **1 ,., I f,;i . .. *-ff F.' ... .. " s .... "' .., Page 86 of 133 SUMMAllY OF COHCRETE CYLIHDERS COMPRESSIVE StREUGTH JI',,_,.,. -* ... -".,_...... ' m o -C) c: c: Dl -=a 0 -* 0 Q,z 119 (') .. (/) "Tl (') (') 00 co C) ..., co CD CO co :::o (') CD 0 :<: 3 0 "U Dl cc CD co ..... Q, ..... w w SUftftARY OF tDRCRETE coaPRESSIVE STRENGTH DATE St:i OU lltlEF:S. LOI;" 01' h1J, i;,;,s.i J,1! .J*mri lfl ..iI'..__!i.l_, 11,.9._<, !_19_.:,&#xb5; ___ J..?5 OllO t':RR7 2JU.C._ ,ii;'O.G .* ,,. ... saoa ?.ti *Dnn 7i=.?s.,...,. --:;*ii& ___ t11 . .J:!.2...(i}{i 11"1"'* * 't'?"'iJ r. 2 ---* ;;, __ -, ' !i';o"?l..'7' (tip 77li!j.. u.r.::.J.fiJ'tii ?tF.,QQ'J F6'0_. *,!,"l<!:J:l 5-f ... 5\Tii[J __ .Pt.'1<1(!, ;.-; ill _J _!L,_: .J?\_ .Z.10 '50!l. 1"J fa,JID!i I, i;r.n : d!lll, ::'lit!)_' '.!:lll--c __ .,__= .. *==* ,2QIDL 217 nnn lg:n ! !l'.:.,500 fa<'l'.' ;l'.i'Loria 5''J 19l! 19'J . ll : :;<;.; )l,.&#xa3;:1.E SD:JJ 15-5,illlf ,i S,r1ei!t r1 c.if!llr.is* f6r -:t-1'.YS . , C tonfrr.tos "iunMt' z!ir.3 or> mo 03 -C"l cc Ill * ::i 0 ::i S.z 119 () .. en "TI () () 00 ::i co (") .j:>. ..., co (1) co ro ::a () (1) 0:::: 30 Cil (/) (/) en ....+ Cil ::i "U Ill (C (1) co co a ..... w w OF COHCP.ETE CYllHDEP.S COttPRESSIVE STRENGlH, , CATlS Of .. 1-::i-"!;.rf:; .. 1-> "./ p:,nP"-oo :.ilr4 .. iWi'!!-?lflil 1;0,r?m 6?20 _________ jQQf .. m .i:;J.,t.'l tr-;;,,t,'&deg;"O .. J.:r".F.!Tr'i 1t1il,..Ot!!'l.4'11,;* 193.!!CO 6:::.21 ___ ?.JOL ..l5'".;:11n,-:.-l:;".. 4oi;nn ;m ..... 11e:, 11 $.'7 !1 ,. __ ...... ':o:Q.g nrtnlf.*75'5 1.UJ,....., ___ -+--1-'Z.U * .:...;...:h r. c lZ __ ...., ___ Ji9ll:JO J9'f,fll1(i ;of1-Q "::*t.n 71.1,a_ f,ll_J\n 'JG:. f;>f;Mrl JiJt1t: !>-tl-o* H1Jj I 1J1 nn.Ji:f1 .EP.1 . ...
* 7.119 ,,_____.: ?10 a: --w n1 R Ci "'::!:,;/ d e -* .... [12 . y,i;s o og 21' ?14 .. *.1nc Jr. Su*. 215 0\l!ts: < 11 1 f1t4l1Ciiiror11Ts! lL.. --****-a e :>1( 5 I' e 2' ,__. -* ll Ill. n Z" --1..:-.u..* . t:!&sect;L * ... *-***-t--"-""'c;:, ..... .. I 1::>10 .<..nr 7;.'-iL .... ..ttl.cn.-:-.n.._,,,. * .Hl2.l: .i.k;,!J *. :.uov-.. .. .li!U..!.fil OUJ A 1.J..il!.:>.,.fi ;ooo lR*Jl_QQ !!2[L W,P.,.sn0: lili!L_ w...coo. 1ll!L A***-DOO Jhi,a 22G,!iflf) -0.00 Stll9 20J,DOD ntn .. t.t!;':loi!C "/ .1r'Jctontt<'IM >re $"'1r.i0f Md \'VVH>< > C,, Of crlgln*l C<Jple* Dl lbll fo"11. *:l .*"""""-(' !'" . ,.v,r,; '7-.,.7 <u I I I, j: I rn n c: c: Dl -"'g S.z 'Tl9 () " (/)'Tl () () 0 0 C'l co (il co ct ;:o () CD 0 :<:: 3 0 (il CJ) CJ) (/) "' s: !!l. CJ !l!. Dl iJ Dl cg co '&deg; s. ..... w w SUMMARY OF tOHCRETE CYLINDERS COMPRESSIVE DMt: SET C.\'llNl}tfl.fi lfo. cnJ.r z:,e. HJC1\HOI! C*F roi::rnvn 7074 ... I 204 1:11G l ?fi; !i<l<l M50 6f.*"[l.l.l*:I 4; 173,:;b;; J25:E &9J11 , 2:-0 .. 1-'Qf?'Z 20; *. 1)11i --* --...::..-.-"""''-"' 1.s4, !<n 11.1 ia, oon. 1ni 2M, :;-:i1;1 ,\ 1 l/.-a 5001,) , OC*J 7569 5C*'.)Ci .: &ii ].1. It-. .,._, _11!1_.'-' i:_o_o-1-'-'-1_1_._J..:<,;.J.,;.' 70 1.. i ,SC:(l*TI-_, .. ___ ,... __ _,__,,___) : ............ --*-...... 1 ,2JJ0.10i';)O ;au.;* ... 1:t9!i.*i:i001 ! i 113SJ.OOJ '65'97 J:.:.' ... $. ::.
* H1.:1 ,_,, .. *s_e>_*J .. 1 J!' '.1:'-? l"I i4,oao l __ .. r.-,c*nO __ Q_. ___ ..:!_!!<3_ ,i;_._ao I .* .. f_,_-_* Ji-1 v.,..:i. * ... .. "'-*'" *-. I . """""---* mo Q!_ -() c c Dl * ::J 0 ::J 8.z 119 () en "Tl () () 00 ::J CXl () .j:>. .., co CD CO <D ::u () CD 0 :< 3o St! Crtrnor:P.s LOCATJO!J w Cl)'ICRfTt N:). (o\S r PLAC&#xa3;M&#xa3;m .J\Vt. ;:! !21!. _::..__ J.1,t!', ,flso 16).IXIO ___ ,_ .. ---+--------*II l<<l.030 Q101 ____ .,_ _____ _ !i2!J""CQO t1no ]( .. ,, 000 12.i!: 1 __ .. ---&#xa3;.S.10 ... 57(}() !i90C mo ili e!. -0 c: c: Ql -g. ::Jg S.z "Tl p o** en,, 00 0 0 ::J <n;;u 0* 3 0 OF COtttRETE CYLifiDERS COHPRESSIVE STRE"GTH DI.rt Of oor Jont 2.3 t-:-9-:i _ _;...:__ E l+/-B,ooo 1050 illL J.!!J....filQ.. _____ g....!.llM.lJ I r-____ rn *E2() __ 18:1,W! 6l_7_q __ lS4,000 6$10 ---**-l!{" ill.Q*Q.,B.' l----1---------tt-A-t_l_J._f ._ *-.. ... 911 ______ -J---------A 2" *--*-* ,. _ " .. w "" .. _ _ " 11..,-..-__ ---f.OIXl 155,&:lO il!L,m.JIOO 6Hl) !'.!.?.:.. /!t * " . l 3/* __ ---14 2 ,EOO SOl;L ,2.lliL_ 1 SJ ,WO 160 ,ooJ 5(.f,0 . .:.*a:::*:...=2*.:.'+.:.tC.:.*;5_-! ___ g_J_u_ -!Ei.&sect;l!.o sm 6915 lJ..L,OOO 2}5 /. l 3/J ;-")JO 155,tOO .. , 19J.,=1:lO fM4 m"*-. .... ....,..,. --.------____ _ B :>' *:;a.; 1!5.00::'. ill.? *. WJ m lli..!_. lli.:_OO_o_ f.ll Lo*d 6 1??.L ______ -j-.r._.'" --!-----:--"" t.:e,:..:i0 SZ!iL .. t;El! llll-.. l.00 ... Z>j!_ ''""" <5 ___ -jj 2 3/* 6.1... 1&#xa3;<!.WQ. &#xa3;1!-< 1iS le<<! I! Z_Ei *-----f----_ . --* l_r:QQ_ m.2. JlJ,000 16119 rn.!>.. _ lws-1 _ mil 68 Lott 21 100 ----->>--s=--. ...!.Jl: ____ j1z.500 !JJ<,aoJ 6437 1B6,5(1J 5597 __ &#xa3;N:; lood H ****'-* *' llDc* JOO,)[l] :9J2. 193,000 6B27 ... 67 Lo=d 47 .!2l:\*--*. !J'.>:r IBl,!;QO *-**** .. *--E .. 1 HB.1 ;o):; l_lL,&#xa3;.:b 16) SO:* paclf1t11' .. H1f\r.; for Cl.:iss 11.. n tiRdt tor.cr.v't.ir.-.: .arif s:um-Jr-.:c4 Qr:! 1.kc ol <Q11it\r;iT\ilu tor:i_ *-ma ili -Cl c: c: "' -::l 0 ::::J S.z (') .. (/) "Tl (') (') 0 0 ::::J (") <O Cil <O co :;a 3 0 Cil en en i$" (/) ::l 
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* unn ,,,, i;i .ll'> . .!-D &#xb5;Hll.L..&:z!Laaa_ll.i NL*l 111. i)]"8b '"' ..,.10 n .. ___ _ R r,.. ! n:-r-.11,..-* .:lj,l *,.i?!J!i_ .l.2a .. .J!l.ri.i:ud. 0/.01 J ici ..,...._,&X-(ll [;l11JJ __ JLlJj_ 11'::: __ J&#xa3;..5<.:* j Jf)f' .[ . ..r.L -l.4Z.,. -IL.i""'' '"" *. nnnl.7'-' ..11J..!:Or'*--l '7n """ .ill .. .:.ns . & WEr 7-t.. Ji!'lU,-_ Zl:L_ _ **--._t.:!i.U)c_ fil!ill _ ..,.., t.;11* !., t') ll'? .. t;\o:.1 _li'; ... 1 .. *--W-r f ! '* ...... :..in....r.11] -if!....!IJ..,. .J.Q,.C::Ul-.:.:1J,a_ .. I Mo:; r.1rin r.'1J.:.."' <=*="'t ...,;111 JO ,1,..*'"'n-_....i., . ._., ... _ "--*'"""--lli...!lilil lZ!..l!D; *:I'm_ ,,,.r1 .. ?.l mn !!!. -C'l c: c: Ql -g-gi._ "'g S?.z -n!' (') .. UJ "Tl (') (') 00 C'l"' Ci!"' co ;u (') (1) 0 :< 30 SUMMARY OF CYltHDERS COMPRESSIVE STRENGTH 1-----'--I ,,, lH_ ___ ui;; .. ,_, i.. 4* .:r:;u ! hJ J, ;9i .:: ru)g . Sud M T<iflpun* t11r.e of (Oritret(l ..._ -VI *. .. .!; ----"-I .... ... S(iD 5995 l.6? ,500 592:5 65&deg;lMd 1 -i-S_E_O_l _1 __ l"iu0Loair Sr}:tl 7>Il"LQ**d _,,..._,,., ... .,, :: ,5:2s-;;, .. '1..., -. ----IJ!D ,'SC*J 6JIY! i53 ,000 $*11 :2 _,,,..;-.,._ --""""""'....,. .. ... iJ IM s.ts::. ;;u<; .. 41
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(") (") ..... 0 ..... m Q) C) ro Cl.. ro -ro 0 ..c: -oE 0:::$ 0) 0) (.) """ c: co 0 8 (..) LL Cl) ci Z'Q c: c: .Q 0 ::i ::i .2 ro ro > (..) LlJ --gmffvt ;i'\) 3,,,!SOTJ!il 'l*Jl 'S':l!l01\MJ:Tiil Hl9UJH1S 1ArSS3HdHOJ SBJUHll!J dO lS1il *a:-,. )ff]i<J.'tl"t*j, J)}.
s IJ M ti Ry 0 F ( 0 fl (. R E T [ c y l I D &#xa3; R s c a 1-\ p R [ s s r v E s T R E G T H mo 03 Q!. -C'l c: c: ru -=a 0 -* ::J 0 ::J Q.z 119 () .. en 11 () () 0 0 ::J 00 C'l .j::.. .., CD CD CD co ;;o () O* 30 ffi en en -m ::J SUftHARY OF tOHCRETE CYLINDERS COMPRESSIVE srnEMGT" I (l,;JT lGGAf.i!Clili 01' C-"11'l:P.ne: ' u\ST jl,.t;,.__j5 __ ..... J1:3-.. *. M .. I lortl1 :sei;t to11 .. _ .. esp 1;Qr tnd U9. *DEiJ 1 is_::m_ 1 * .* 5Plt _:**3&11 __ ' la l 5[rJ 54W 1 .G-119 . I cm .. L , I ' 000 : OOil l 33 500 *1:cz.__.. _Q.l'.Mtrl . ..J,nJ,,*'.IO:lc. _,,_, .Qr&. (l.!1J,i_' Ji0.E'5 .5J29:., ... JiQl/.5:= lil!LM * . I *. ,!ifJtL 22 * .:!m . .. *. 15:5 500 5&:.3 1S_i!i,SJ.??. J I ., .:J Jii .. .. -* 't;;5;"(: J!fJ .* . !l;tl _' ., .. . r* -. .. **-''"'"'!I Ti !J.i:! _&#xa5;.0 1!,!1. _4,1'."t!l -w_.f}_:o 155 U.! e;in: l5:2,100"1l' 6 .. *"'* n anil! C Sutm!'rHi;lf (JI> '>i.1*""<.!ne til' Qr :11in!l .... ...... /A * -* "'Y-'7 ...... ___ .* z ,, / ' ... ..._,__ .... '!' .... ' ma 03 Q!. -C"> c: c: Q) -=a 0 -* ::::J 0 ::::J Q.z "'Tl 9 (") .. (/) "'Tl (") (") 0 0 ::::J CXl (") .j:>. .., CD CD CD co ::u (") CD 0 :< 30 m en en !a m ::::J "U Q) cc CD ID ID Q. ..... w w SUKMARY OF COHCRETE CYLIHDERS CONPRCSSIVC SlREHGTH 01'1'0 -IOlll toUllUll
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* lzs .* mt_ m&,!!t_ 4:-:J,!..i_ _!g,mo sen G>lJ S:fEE 151.S-:lO 70'l.DOO 47 6501 155 C>JO '9&deg;lcad 60 l_l/:l _ fJJ:L _1g_,g;;i_ 65il .lli,."5':l"J'-**t-=:=-l-""'-"=--+'="-r--==-="t '-314 s i _:. ___ .*. il-3' _ __ !fill_ J.U...Q:.Q_L&#xa9;S_ '' m_ & UI:'--*-* ___ **-*-!e.,5Dl lfli.!l:.i,, _1r..1.oo:i sarn ;no*"" a1 m0 -<> c c &#xa3;1) -" g az -n !=> (') .. en -n (') (') 0 0 "' " <O ii! <O ro ;a (')<I> 0 :< 3o 'U <I> ..... 0 0 a ..... w w SUMMARY OF COHCRETE CYLIHDERS COMPRESSIVE STRENGTH t_n _ _,B_+-"---l __ '_' --..&..:__!_S ___ *--------__ % Oet._J_ ____ _M::l__._...,._ ______ . . ;g .Q>;Jo.__j __ ro;lf ** ]&sect;1__ rn, ' ,;:ii _______ re-zs koo:-jlo,coo e Oet ,J ___ o;:t_,_,jl____
* J:P JM .. .}1!.2..._lltll ___ " 1E m 17 IJ"l 3 !/ mo < Q) !!!.o c: c: Q) -g-:::lg az "T19 () .. (/)"Tl 00 00 :::l ro ;u () !!! 0* 30 "'C Jl CD .... Cl .... a .... w w SUHMARY or CYLIHDEIS COMPRESSIVE Pli.'OJ[Cl: __ -UllJT I IEBRJ'\Sf:/1 TESTiliJ lJIJmil(t(l(S, m;, !NCWSl'/l DMrs 01 Dct. 5 -!l:t. <'ii. 19&'1 0.\l[ s::r or w;cr:CTE ltO. CAS1 I 507& _61.L__OJd16 5L70 8 -----'IZ2 6J'rl:f.ii!Z2 ... 4 ma DJ -C'> c: c: Ql -g: gi__ " g az Tl 0 (") :. (/)Tl (") (") 0 0 " lD ::JJ (") CD 0::: 30 -0 Ql cc CD .... Cl N g, .... "" ""
OF COltCRETE CYL1naERS COMPRESSIVE STRENGTH I m -----n L._ = -.. : '.Wl...f)l)J _3WL 0.)0 -___n13_,*:1on. t}:i::>S . 61 ''La.!:d 21 1}j ***-----B sJ /Z . i, 7 . . *1,0M J 1 Nl *ssG* 1'.\li) ,cir.it Q_i',.'.'1_'.1. 5730 61 *Load 3/ .. _tL -21 H.:;11 n ,LJ/1. _s_-.U*:1'..\t.:L, o1_,p_cp_ filpnq_ J9.7_,_:)QQ_r.251L mf..,t:<m _ !lollL. Trn.;;1<. "c.'l} __ _ Il1 .. JJ __ __ ''l,i'.!_OO_J.;U_.O:ii:1..!1ZD..L.. E .fWLoa-df.! llJt __ "_____ __ y9,q_: :J,LJ'.lll_ 111 Jr:*10 :..:lJ2L 167 .. o __ w_2rr ... J!.f.\,nm 12s J:;w .. &sect;*l"Loa-d 21 Cont.a il'lr.:::!ill t ' I . :'.JI! .. "*H ... ..J'.=f'.H:L:tJ .. Q;.'L_ __ _1!_. 3 Jn ..i,) *r.. *in '.tRO:.._ 11;'1 !1..99_ 6.9,%'_ __ t.,!e.il__ J..GJ,01)1)_ J7r.!L 52'Load ll *!JJJ_ -*'' ------... _l:L,_ I_ .. i s.m{r.1 __ 1l!'U"'..,5\l'.2 &sect;2L 211.IJ!lQ..bisJ cqo_ hiaS_ mz_,,111.l. DJ .. :-::_, __ -----'------. ,_ ,. -I** *: ;,*100. <O'.!L ''"'* ,.,k !'"'"' '""' J.'b'A.'1 5*!!.!.. ,,_.,,.,,_ ''" '""''" " t:J ------............... J, .... ...... -;.: ... '""! <!1' _ H&deg;*I 4i'ii>J.IJ$!.z.!_ 1 11;1,a:r.i e'>1 l'.S -!, . ....!3*. . t:, .r11 _ _. * .i: __ \ : !*t?? .. 1.::::: ,j.'i}J _ . _ 1 l-tE; .c*n ! 2 { 1J 'f,;Q,3i; 11" n: . :i..., (it\ .fi:".i-efS.:! c.1f """*"'* .. ,.,, .. " .* J1t1 _,* ----.... ...... .r .... 11 ..,_... ... .. D .. 7% raiiS i(l c;.*)'U!tCJ '!;,;>;S,, 14 *.* l. -"'-'""' * =,....,..,...,-.. -4.: !'**1:;C!'il '1-:i mo D3 -C"> c c Ol -=a 0 -* ::J 0 ::J 8.z ,, 9 () ... en ,, () () 00 ::J CX> (") .i::. ...., co CD CO Ci) :;u () 0* 30 "U Ol cc CD ...... 0 c.> 8, ...... c.> c.>
PRl\IEC. T :.--'G'"'"*P'""'F'l>::.-**_.F_..-01 ... H._* .:Cl!l ......... 1<<l ... 1J...,,lr_,S .... lil;l H(ll ** li!:ID 1 OF CONCRETE tVLlffDERS CORPRESSiVE lalb'6K!i TESTm:; Ll:BOr!ffllUES, Jr*(i ---* ... P llt:t,Tj I H (J:f HA:-.::DrnED _____ _ _,._ __ f.:<J. J 'l:r'5t -----466'5 l?O,OM 'ilrJ1:J !1 ---STREUGTi! _ __ Lfu_;.:;,o, 5005 l>.JG,SO!I Q597 l9)!oJ_OQ__ __ .trs7 6Qi'lt.:::.!Ji! Ll 5..;)_S!I &f** !itt. __ . 120.2,C<JC* i 71,45 . H'o',C-00 M*VJ .. _11l1.:l< _ '. !!_:!Q;L 6cl'_[h*1'1" 2,Q J.:t}J t'I " '.!* !l.!:!E9_o ___ 5 O:L 3i4:; ... II'!_ ---..C1i...c:;_,1',J or;1.ll 'I ri l___i0L .L<;s * .z ::_,;ioo i:n *1510 ls.i ,.5*Jll i __ }lf>J;1 o_o_o_ * !:!<n JE. ____ 1='--"=""-...... -t '.1!, x;*, .. -l:! I s _ 2 2/4 "-" '..QO:/l l".'\l-,SYO --:.;;_:-_ '.'::'.'.!L. _'.l,lli_QQ_D_ __ 'L._ '"* ,..,,_,,_ .m * ... i * "'I H'*'l*l*"''* 1'hl!&#xa3; '<'4 "'"" "" "'*'" &#xa3;!!. ,IJC<*""*""''L '" "" "" -;J'J -l.4S.E: f ,c::o 4rl'J ----Hfi,!!::*)o) ___ ,_1'32_ :t 1.1;1: !4-:.o** ,on.J 197,:iiJ'd' . <i'H ld!l'JOD*J S?7fl *<;tr"' < i l'-.l . -! .. .. _:;; .. ::.:;-:ir *;;G-. t?; ... .a,4.it: .. ... .Q.9.JJ_ :-F* '{
* 3 112 ! I ___ J)2 .. *-.. I a,1_1::i .. ___ W_.1f!_O_ if,,rL .. . . ___ __ ___ . Yr '-.j mr> -(') c:: c:: Dl * ::l 0 ::l az 119 () en -n () () 0 0 ::l OJ (') .j:>. .., co CD CO co ;a () 0* 30 "'U Dl cc CD ...... c .j:I. a ...... c..i c..i OF CVLIROERS COMPRESSIVE s ' sp18ll'e.1 t tor *9.5 ,l'dt.. frotn S11-t. .. :L,Ci:Jlt .A2!1l:. 6.Di I 1:i;.! .ifil:O :.34'ii9. lflj. ;$1)) 6!<'117 Na .J:!:jCJ JC ; *--! 1m,fb."Q:.... 3. 1/1 S 1 5()J lt:JO l9J.. OJO ?.*J*l ,OC;J* <in t cor.creti!'.!: nri:> n:d (lf1 rovorr.c 5 dil ur c;o1mi;. or f"rni: mo -() c c Ol -=a 0 -* :::i 0 :::i 8.z 119 () .. en "Tl () () 0 0 :::i co () .j:>. ..., (!) CD (!) co ;;o () CD 0 30 rn (/) en -m :::i -:::; --u Ol cc CD .... c U1 8, .... (.,) (.,)
SUfH'lARY l'FJ'.MECJ; OPPIJ; ** F(JRT ST.i'tTTCl'.l tlNlT o!).F *L::..._L ___ ,.,, l79 __ . fSJ_ .ml. Og,r;,._1(; .. , g. I. llill!t T P:r s libJ L IS . Jan i;;Lj
* 5 OF . 5pcc'H -:;,it frm11*r11r 'Clm ''-"".1\IR 'TESTS 011 l,,(h\00 *" n * .i;.a, CVLlHDERS COMPR[SSIVE STRENGTH TES'Tlt.xi m:. ' rnr;L1rsm: (ll\'TE.S (ff .],. TO >.010. J.1'JlJlo -" ,.,__ "' .oca 1,_b""'' '=o""t .-t-'l""".a.s""'* , WJ='!l.9.L'-":0'-"6"""] I j .. .:rnitL 19,..!!,,qcQ _ 7"1Q_L Ii6.,DQL_1 6933 199.Q.t.'!Ll!l...:1'L. 1 :?,,Q::L<L i!MiL l84JOOQ J5j)jl 185 555'1 __ ,000 6egi .123 p_gq_ ?.li"l._r;i_"rl 110 r.oo 1501 !.. 156 oap . l:lO',I:";l!L *1598 :A .. Load HJ, U'9 Sl):J 6349 H4 S<JD Hi'?. 140 l)'.}3* . *1952 j6<*Load l 1 ! * *00'-4 'M7J ';::;;*: ws 0001 58JG T<i6 000 !i!'l71 . T29 1!'.'.!:..L'll1L'l1L: ;;:;:::*=.:ih:.=:.:..::,,.,,4' _ 'l6.!;<,5<)1) 5'854 i , l..!'i.00 .. 51154 .. _. l?!! l:_l5f:Q __ &0!.:C*Bd 53 ! i?fL .. 1a;. s-oo '5.Wl !L':.kl):::t.d.,,:L; IF.<J Of.O e55c J:t.Q'L )8"toM. s ' o!fii}'l. , 18'1 O'llO* . 5575 ----161 ${11) I S:H2: I (.\5. Cl@ I ;' l ]pa:.r:oo 591&#xa3;._, 47:>7 . ! ' fel i .Q'-10:... is HL. :112_/IJJ.L * <;!'11:.L_ U:O,,OC':J''.':. m() -() c c Ill -0 :::l 0 :::l Q,z 11 9 (") .. en 11 (") (") 00 :::l 00 () .., <D CD <D ro ;:o (") O* 3o m en en -Cil :::l "U Ill cc CD ..... c en Q, ..... w w SUflMARY OF CONCRETE CYLINDERS COMPRESSIVE STRENGTH .'.:i1JC ilS I to:J:re 1or i" . Fl*1non Jll.(IQJL J2IS*Xt,J;{,;i."" . .._*_.,"-"'-_._.."'-"-""'"' *192_ _J ,m_,_ ___ l -------_ n ',1_'-:i I 11.,CT(ll) __ 1K?_.O(IL ._!o,'?f!L 11. -.. -"-**-=* ___ ::..."=--<' ,..--______ ----="""'**------;-*-* ---...[Qfil_ llQ..OQJ: ... -_ti_JJ3 ___ 5'"1:::wD*::;:ii_2'3 *J &vei_. J.li-Z_,(IQL ,1 S5 ,fT.112_ _5?.'l:L l (l[)J _?_[:."{!__ ;;::;.:}.,,:Ni _* 1&gEt .. 1,n.!1t*l) __ _
* _e;i.&t, w -_,, . -.,, -__IL_ ULt -----JJJ.-r.(l(I 11s.; ___ J_ff_,O(Xi_ . .' J.?J.fJJ;1)1 '<P.:>'1 1?1l *lsili_ fi 3 1/2 :'i:.*t_ _ :f!J 1?5.J'XI* ,, o!iit';.( Jan. a _ J_ l_t? '.1,0.00. :;!(1E-& _ s;:.ot-j_ '--""F.""_ .. .-... --;z '. lie ll /:. L to 1 F '.l9_I. _l_U_!t_r,_L_,r,___n_:.2:__ .)L""" 2_yg, 1. 5
* Y.l_O 1}? 1:;:. ,!l[-.;1 1?; ,'i>jg i_('Q_,2:.:IL :L!U .* s_ . !, *190 ,J,ar1._l_L ______ , o ___ *---**-* ;hOOr:i ___ ... fOJl. 1U. .. __ ,5_,o ___ JJ'l'.*J:. !!_,ci:I{). 102_ 5'.l(] ';;91:L _ '!l".-0:;:;. Bf_,Hr.:i *k:t:.J __ s:nc*a<l 3 119_ l!Lll:t.L ______ .. _ B J." mo Q1_ -() c c Ol -cr.e?. 0 -* :J 0 :J 8.z 119 () .. Cf) "Tl () () 00 :J 00 () .j:>. ..., co CD CO ct :;u () CD 0 :< 30 ca en en (/) -ca :J SUHHRRY Of t.OijCRETE CYLIHDERS COHPRESSIVE SIREHGTH IDTni.; m:. m0 -<> c: c: Dl -:::::r.a 0 -* ::> g az "Tl!' ('") .. (/)"Tl ('") ('") 00 ::> 0 "' al"' 1D ;:o ('") CD 0::: 3 0 -0 Dl cc CD ..... 0 co a ..... "' "'
S U M M J' '( 0 f C 0 U C R E l E C Y L r ll D E R S C 0 M P R E S S V E S T R E !l G i H m (') 1ii -0 c c Ol -=a 0 -* ::J 0 ::J 9.z "'Tl 9 (') .. en "'Tl (') (') 00 ::J 00 (") .i::. .., CD CD CD Cii :::0 (') CD 0 3o m Ul Ul en ...+ m ::J "'U Ol cc CD ..... 0 co 9, ..... c.> c.>
S ll 11 M /1 fl: Y O F c o Ii C R E i E C Y L l II ll E R S C 0 11 P R E S S l V E S l ll l II G T II "'C .gi <D .... .... Cl g, .... w w s u a H .Ml '( 0 f c 0 H [ 1u:: T E [ l i El ij E R s 1: 0 rH P. E s s [ v E s r R Erl G T H 01\TE: :;;n nLJl;::JE:lS l.(JC.ClflOH or Cl.ST l'LlfCEl'l':l;*;r mo 05 !!?.. -C'l cc tll --tu O" = :::J 0 :::J Q,z "'Tl 9 () (/) "'Tl () () 00 :::J (") <O Cil <O ct ::o () O* 30 Cil (JI (JI (/) -Cil :::J "U tll cc CD ..... ..... ..... Q, ..... w w S tr MM /\ R Y 0 F C 0 il C E 1 E C Y L I H fl E R* S C 0 l*\ ? E S S l '/ &#xa3; S *r R E 1; G T H Pl=l'.J,lF.Cl 1 li1''fl\l -f<lltr CAlllf.1:!tU IM IQf<_:_Jfil!JJ. ITSTlf \G Lh1JWICHJl:S. HL llKLUSl\'l: (11\i'ES or F:ll'Ol\L.f .* J.:1.t\..J'* ---f(i. rr.rritvl:-1*n*i;1r ur.rA ----p -* 51f!.fJIGill or {;1pc11 __ _* _"" ' ---"I ' ' ---Pl.O.STIC r.ow:nJ, n l 1 .. r.1n:f>AL .*sl ---*, r JQD! I,_ 0 L. m.: t !:! 5tJ(11 as ...J _ fil <"ll(l1.'' 1<;c*t"rr1*1 'IF ---"' ,,.... u, ** *""'"-c "" * "l*.? *-** '"
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* __.. * ;---.. -.1 .... *"'''l""'*-__., *--------*E*-" *--1-!l :J ;j .. ___ .. 159.:L. . ..113,0:0:'i_.,,, *"-'*'"* *. w 'X$t'"'-I _Gll .. 13.... ...... .ll .* L _<i,6 WLL ..2':.,tlC!t * .l!l.1,EC.O f.'532 ..li'J.!*C*:! ...1&#xa3;.:1.SD:-_:,r,q(i .(.>I::.;:!: ;.._).' ... L. J ,.-....... _.S,liOJ: .IM.OJ!: _.:.J9LJ.S..'W)(11, _l;U:t_,:.oJ 5Z,:i_il .-6G ''.C*Jtl ''Jo: ti *''* 11.iir.tl .._ .>lrtfl!\r i.'-d (lfl P!1*erse Sld<' ,,(orfqlo.ll er this fl>t'n, (! ;;,i ff, 100 I! 1 t:--s \'' j ** 1f.1 172 Jej to l'? 12 :-s m o 03 Q1.. -C"l c: c: Ill --Ill 5* ::::!: ::J 0 ::J g,z 'Tl 9 () .. en 'Tl () () 0 0 ::J co (") .j:>. .., co co co -co :::a () co 0 :=::. 30 CD en en en -CD ::J -:::r col en -0 Ill "U Ill cc co ..... ..... N a ..... w w ---1 
;; U r*I i-1 ,i\ Y G F c 0 [*j c R E T E c '{ L J E) ( $ {; 0 1'*1 p R E s s ! 1.' E s T ll E i; T II mo O'i -(") c c tll -.-+ tll -* .-+ 0 -* ::i 0 ::i 8.z 11 9 () .. en 11 () () 00 ::i co (") """ ..., (.!) CD (.!) ro-::o 0 CD 0 :< 30 ro en en en .-+ ro ::i .-+ ::::r mi en .-+ 0 m. tll SUMMAHY 01' CCJNCR.ETE STREtlGTll mo Q1.. -(") c c Q) -tt 9t 0 -* :l 0 :l 8.z "'Tl 9 () .. cn "'Tl () () 00 :l co (") """ .., co CD CO m ::u () CD 0::::. 30 m en en -Cil :l -::; col en -0 !!?. Q)
SUMMARY or COllCRETE C'tlJJIDEP.S COltPRC.SSIVE STREHGTll mo !!1.. -0 c: c: Dl -g. ::i 0 ::i S.z "T1 !=> 0 .. en -n 00 00 ::i C') c:o Cil c:o co ;u 0 CD 0 30 SUMMARV OF CYLIHDERS COHPRESSIVE SlREH6TH mo -(") c c Dl -cr. a 0 -* :::J 0 :::J 8.z 119 () .. en "Tl () () 00 :::J CD (") """' ..., CD Cl> CD co ::0 () O* 30 -::r 0 Dl Di "U Dl ca (I) ...... ...... 0) 8. ...... w w SUttMARY OF CO"CRETE CYLIHDERS COHPRESSIVE STRENGTH m R/SC>;lf: 7-?l-IO ta F I 10 Dt\1( m ClLl!;DHS LOCJilJOll or iOIX:RETt tA:>l PLJl.CEHEliT &sect;i!!c _ . 1\X.*113 5.1 t&#xa3;R....? 4 .* 01.':J .. ru .. __ EOll 5511 5588 L-0ad9 Oll9 1:JJ --1'!!:1!.J __ -*--*** 6. .....L. J N.9. .. 11l.OW h4GJJ 166,COO 5811 -lit ,ooo _5%0. _ _5:1_12 78" Lo.d o$l ___ e i m .* ooo *-1*2 1sa,0D'l m,ooo w to.id m_ . .?,;J.L_, _ -()J&_ 19Ji,OCO ISl,0:.l) M73 Lo.l4 m l.:ZJl_ _7:29 ___ , _ _,,C'-'U-Z..=Dc...... __ !?J.. &sect;2} _7* no, 223. i}1*5;.., m,ceo m1 111,0f*'.i cm ln,sro j;;;;;-(JJl>S (;1' 1.ca1 lGMOJ 5SS;-w lo*d *1iOJ 163,51:\J 5763 l52,501i 539'!,_ ,D:10 53'11 85' L0>d m.soo _ .1i;1,00J 5695 &7E4 swe w Lo*d 49SD 173,ooo_ _ 1-1!2,SC'>l __ 6'1D(. _ 5971! 66" Looid ; !ZO.OOO m-1 m,ooa 6t*1B ]_6J,SC*J sm fl* LoaJ t Q*;,l,.., __ .... :.G.;2 170,000 5500 a.t<t> lo'3iJ 1JJ ___ .. 111.!l'J 5325 t.Wl 1n,1Joo[i;i;,; l6\,50J s112 . tt**d -A _3_ 1.16,0M 1es,oc*J H5,CQC G7C3 58' Lood : ) *'*r*** -' E.Z l,f.ll.-J '5111 lSl,000 640a . -il1 _l_ ,...:! l.CIJD_ 130,"'' '"' *0* iMi_ ES9L . fu .. ooD . .Jll: (,A* I 1'!11 31 ,, B *rod C at" ""'"'r en s1ae or ot tiifs tom,; -c <,-;,,,,,.,._,,; --' .. * * .r . ** .. 1-m;-1ps L-' r iilil.TE su en u;urns l:iJ *. PSI" .. 1 o. SUIHIARY OF COHC:RElE CfLttl.DEJl.S COKPRESSIVIE STP.EHGTH LtitM ir/:i 1 mo 03 Q?.. -(") cc Q) -cr. a 0 -* ::J 0 ::J Q,z 11 () .. (/) 11 () () 00 ::J CXl (") .j:>. .., c.o <D c.o co ;:a () <D 0 30 "U Q) (C <D .... .... 00 Q, .... c.> c.>
s:a 5-;!I) 5'-lil !J-10 --9-10 s. u IUI AR'( __ Q f '0 u c RE TE c y L l [ Rs c 0 n p RE s s I \IE s r RE JI 6 r I[ *--'.Jl'.lCq, :l01 JI;+ I8J ' ru--:r3 J.. 3 1/l '4.0 C!l-1-l -AA lW'> .! J 1/2 .R 2 ltl.: 6?tJ'3_ uir.,:i&#xa3;Jo _ .. --1----1--_,,._4_.,_oo_n_*1_t_-i:*_<.1_,c_-0_0 ms .61).41l __ lH.Mk aw:: cw-22 r.. J 1/2. 4 ... 4 __ rjf,?J ___ lft'.1,5*)1) _ S!!J!L p.r-' 1 .. .555 -:R.:'1M 'G-97 *}-1:1-,...,,,. 17B CIJ-C..S -----3 H&.o ____ .sr, ** u f!}" *'"'"'' :l/4 ! 11,0DI} '.l.CJJJ,501)< :J-IB7 114.SiXI IJ'0100<l Golj 11:0,r..:;iQ j:Jlll -illi" J,r> --f--'-11---'---t'-=-'== ==*'= ---____ , *--*-*--.-.----*-.--_ *,__. __ 4_,-0_00_-. 11.t?._!_')00 .. 6SJ? l:3:i; J?O, _ _;;_1iE.!L .J:Lf .1 *jlJ.ll 9-111 1lloc)(u1Et g-11 + ;miA 1l 13 '*.5 14.!l.z : J.63,C(IO 1576$ 117, coo 626! lllS ,_9.l)fl _ __,11!,[,Jfill_ JM,i(r_ *W. tr*!''* ll i }90 Mt /i..'11'.-22:i.\ + 2.ZM -:in JIP-17Il lJ 11 I :B b i-.:t:...S9...;.-_l-t-1-'.i...O:.l-",_-cn __ .!n .. __ :11.ll.. '9-23 ,\:( W11B I :B 2 L{Z -.--.-. .....,...._ __ 693 N!:-..!10:1. tll-!!{JO 1n,ooo ,uo;i *--5:1JJi rna,009_ 591,1: __ X!:l:'I Mt'' .. ll'.1 4,CQ0 171!!01) i273 __ :in,coo_611'.l 2?. 13 2 t,12. 4,C<lo i25.ooo 4*121. 10-s ooo. _ .&sect;S}'L_ .%5110 .. llJf *rai' -;tfii":ndl c* i::i:iro;t=ct.es-are sunniar zed f)!' rcvr:r.>11. si!le ar or1g1na1 eapl<:s of forri. ii,. _ .. , ( <<-}'/:,_ ( **. .,, -L--m a o1 !!?.. -(') c c Dl -o: a 0 -* ::J 0 ::J 8.z 119 (") .. (/) "Tl (") (") 0 0 ::J CX> (') """' ..., c.o CD C.O cD ;:u (") CD 0:::::: 3o ffi (/) f6" (/) -ro ::J -:::r 0 !!?. Dl SUMMARY Of COHtRETE CYLIHDERS STRENGTH __ J_ .. 1Q1 .. _ .1) f,X ll!l I! 3 *1. *i 6 __ G4.J;7 &sect;f!.:IL= __ _ G:t1' Looul!: t:i_:! _*-1ca __ ... ! ----, __ }' _ l.t!* .. t:l1.!' _ 6J:.&sect;1__ l.7Sr(l1);) 6190 _ ... 4J75 57*.l,t:lj!.1.L._ ! JO __ .. J-!*:i _:i __ U.G __ i,.,1 .. .:J,:;QL __ _ _.1 l*rs,ouo v H9r. __ __ fl-.:f r,o.-.,no _:it __ t* .. lH;< 't-____ i:; , 3;__:J&#xa3;,'.! '. ;.1;1f..1:.x, 'IJJ!} __ * &JJ::L JE(),c<ro __ _JE'..0'.!_i'.]_ .rn.1.; .;.f F;-:: .. *1 !'-'.'! . .t!*'Jt .1 r=. * .r*..:< .iti:a b :_9-1:""' ... s;1 1) .. __ 41tq; :t-" _J .... _ _ "="' .. :5.E[I:! _. _ _ ... ___ .. 1 ct" I ,. ""-! -'*' *<*.*. --. ,_,,"'"' '''*''-...,.+, .,,,, ""*'*d2" _,,,. ---* .. J_,. ____ L y,; : _ ***--! I _J Hw ,,, s <M r, nm.rcti;-.; M *elf lorn, .,,;:,:/._,,_,,,. _c-:. .,.,.. .. ' mo -() c c Ql * ::J 0 ::J S.z "Tl9 () en "Tl () () 00 ::J CXl () """' ., <.O CD <.O ct ::u () CD 0::::: 30 (iJ en en en -(iJ ::J r---j_ -illd l '.il:l (1'1 r::J, IJ1.}I tUP Of CO'IGtf.iL o ii ( 1: r E C Y l .i !1 l'. C :-: S C fi :1 P L S S mo < OJ OJ --(') c c OJ * :::J 0 :::J 8. z 'T19 () CJ) "Tl () () 00 :::J CXl (') -""' .., c.o CD C.O co ::o () CD 0 3o Cil en en (/) -Cil :::J -::::; col en -0 9?. OJ SUMMARY OF COHCRETE CYLIBDERS COMPRESSIVE SlREBGTH ?rolJ[CT: OPl*V -Foln t!.LllOUrl
* Ul;ll 1tw:1,usm: MT&#xa3;S H P.fl'IJRT; 11-IT to Z-16, )] J" 1,,4 J' RP -tao __:J_'__ 4.a 14i .i H::i'l. 30 fl? -1$J\ {7ll l);c. '14 I U'3.{ fl! 1'"' _j13.:; !>!-e. f,\ .. _!-Cl }lil -0 D> co (1) .... N N s. .... w w mo ili !!!. -C'l c: c: Ill -:;, g az ,, p 0 .. (/) ,, 00 00 :;, C'l CD (il CD m-::o 30 "'O &l (I) ..... N w a ..... w w SUMMARY OF CONCRETE CYLIHDERS COMPRESSIVE STRENGTH 1 DPPD _* rnRT CJIU!Ol!ll STf1t!Dfl -UHIT l INCLUS!VC 01' AEPORTi ta I bl\7J\ **urtAI its Ot """ H OF tilll<OCllI:O OOl!C!IETC !Bnscd upon tV11r. ers ooldl!d lo 6" dlnrt ** ,, .. :: :: : .m .. * ::.: ::.: :::: :::: .;:: : ::: :: : ::: ::::: '-;; l*prll 25 226b, B J' n * * -* r:.-n 4120 TGS,001 M77 174,000 5154 171i 000 6013 1u ""O 5-lh S6&deg;Load . I 7G7 l*rrll tt tt6b n z 3f < 0 14 Mn :tz* rw 45:'7 177,!.0! (.278 1es,soo 6561 196 000 56!15 ss"Lo*d 7JJB7o Sh g *
* l*rrtl 27 /,XTO!! st.II" B 3'' J,.!i_ ---n* 4014 171,00! ro4B 1n,o::io 1" u.o 5137 4828 _7.f!! l1rrO 1.x B 3* t a :. """' "" "'' 6Jll( 167,000 5937 176 saa 5243 151 soo 5359 so"ued ; nr r4t 6 AX M n ? i1 t ... '1, M* ,,. soi !OD7F 202,ood 714S 1!1o,soo 673!! 200 109? !(gt n"l<>*d z i n1 13 1:.3 /, 3' ..l..li.LJ!S..; 5.CD:i ......, 4810 loo,std tB.2.00J &;37 Je7 nm 172.500 E-101 """Load \112 _p 1. __ .L 1r. """ -. *. r,.. Ui30 l!l(;,000 6579 t!l!i ooo ir.= 153.oo:i S41Z .J.JL* lloy _M______ /, 3' !i.OOJ J!B St\ 5ZSZ Zl>S.00: ,,.._, 201 """ 112.7 183.S():] l"IS:O O("Lo*d 2: ! .,., ll*y 13 r.l A J" Mi .i95.SO **** 1913,0JG 70:13 6SS7 IEZ,O:'JO SS!ll 4 -.Ull : (1) .. ::iec" tOtlO!ll .. ,, o *,. contretu s.._r,ree O'I nvtM* 11.:. cf er!; Ina er U.1* rem. ..,..,.-: *** *.1.1r t<irncttd ti.et, s.n. "1<1r Corrernd Alr*ec,.,.,.,w
* rn a Ql -<> c: c: Dl -"'g 8.z "Tl!=' () .. (/)"Tl () () 00 Cii ;u () CD 0 :< 30 
..... I'.!)' 11 !J--4l1A, 122C E 126,ro 4457 174,WO El72 173,Y.'CI tm M' 716 . . . . e lZ&,51> 1SC,500 tsi6 181,000 j;OQ( lAld I --717 llil}';>!l A \&3,S:J< SD76 189,560 U03 191,m trs& lttu! f '" 7'!1 . . . . A J" 141,5:11 SOOS Em 195,000 &#xa3;933 l!>!d I .. 719 H*.Y 24 Dl-11 A 3* 4.0 5,00J m.o:ii Sl99 &#xa3;0c9,S01) 1410 201,SOD 112) t.c* Le>d 7Etl . . AA s02 AJ. as \lall e 781 Hay 2&#xa3; 10l':I 8 3' 4.3 J" 14.4 4,000 IZ6,0JI U57. '114 Lo*d f.3' Lo>d . 182,50D 113,000 11&#xa3;,000 ins ss1s 1-=.::+----+=='-'==-==-==--11 . . ...___;_._ l__;,._ _,_,__ ---t-----i 11,,000 we1 ne,soo 6!14 HBB J.81 llav 21 n IDD,D:M 149,0Xl 5270 1'6,Y.IO. 51112 lo*d June J J0:314,J22 ltX3l3* \1*11 B 177,0:Ml 70' Lo!d -, 7lM JUM' Curb 1.r. 'IX! n.c .D s 119 ,0() 4209 169,()(JO 161 ,S.:io 7B' Lobd Aug. S C&P 5 167,0JIJ 5907 11.!l ,&!JO 5252 74' Lo*d 786 Aug. 5 Colu:ms 313 B E 174,!.00 f.ln 154,():JIJ 5449 Bn* Load 787 9 Al 225 c E 77* 165,DJIJ Net Q -.:n --1'J&ed 788 Aug. 12 AX3Z3 \inll II srno Lo>d 789 13 n 3* 4,000 114,50 4050 155,&:IO 1n,ooo son 5146 4flll ,ooo &1igs M6,5DO L!iJS2 1so,SX11 5323 n* Lo*d j 1i t<iptot 61 llih rom. ,\,>"! -(}, rJaI', .* . ___ _ _Jf: __ rn C> Di -C'l c: c: Dl -::lg az "'Tl 0 () :. (/)"'Tl () () 00 ::l (") <D () CD 0 :< 30 111,oioo (*:m 1e!l0$C(I t>::90 l\ii.S,SOO M'3') 61 .. :Z s.oo::t 1 !J:a.:OOa &#xa3;6150 lila ,i!XXl r;7z,n us, soo i C.*! *1 6S.:4 s:&* a,.,,,.,i J ' 1% 18 K-*1 '" 3 S,OD:J 143,5()[, S075 ls.3*00l 603 l&l,l>XI 5S09 1&3,000 &4!3 6Nil 'W 4 '-._-.9-1.._l_r._u_g.-1a.___,1--Kw_4 ______ _..,._A_....._3 _ _,_4_ .* _3___,_ ____ ,. s,orn 14!1,0()( .* -,00,000._l 5 _.;,,_ __ .'9.9 lh1i;i. tit K.-4 A 3 S,Olt'Ji iJi' ,*DJ{ 4.1145 l!lJ,OOii* 603 H9,Soo __ 1_tis_*._o_r:i_:i'-!i_IJ.l_!i-'-16_T"_L_o_1_d-,,.,J 6 --,!,u-;. 18 K-4 ,I\ J 5,()00 us,oor 48HI 164.$();} Sil.le l73,000 I n'.9,500' i!ill' !,BS t.ol!.i '._a_o_o'-1tu11_,'-._2_0--+_M_5o_oo_z,s_o_J_B ____ ____ 3 __ _.,_.o_f>._:i .. 1 _l_2-_s_,Si_j-1!-_4_t_l_9-1---161,f>(>J !i'<ia s91.n: w lo1"1 1001 Aug. *tr. *mB . _B &#xa3; 3f.t. 141.B 4.oi;;J m.ZS,D\IC 4'.21 _ i enz Aug. 25 P.X...!111)C&.22Sd B 4,a *1,0IXi 12.1,031 oll6j) l!i!i',SOO .S!n& 161,00:> s9r;;i
* 164,000 :Sil-ill He.ooo f.2J5 at* ic:iu i5 S03 Aug. 105/ PAAA.f'H Iii 3 :147, 3 4 ,OD:) 109.Sill $1l'1'3 _ _,_ ___ _,_ _______ _,, __ ,_.,.._;,,=-,.....-j .rw;r. 'Zl -150,0l)a !ll(!S' lSJl,001) 151 ,ooo !>].II, 496-9 fW Load llU,50l* 6*190 7'l" mo Q?_ -C'l c c Ol -cr. 0 -* ::i 0 ::i 8.z "'Tl 9 () .. en -n () () 00 ::i C'l CD CD CD ct ;a () CD 0 :< 30 ffi en en -CD ::i -::r mi en -.,, Ol co CD _.. N en Q, _.. w w DF COUCRETE CYLIHDERS COHPRESStYE STRENGTH JNcLCS!n fa\HS OF REPQ?.(;6-21 to mo 01 -<> c: c: "' -::::l 0 ::::l Q,z o** en ., 00 0 0 ::::l (') <D (ii <D co ;o 0 CD 0 :< 3 0 Cil en en (ii ::::l SUMMARY Of COHCRETE COMPRESS IV:&#xa3; STRENGTH m o -(') c:: c:: DJ * :J 0 :J S.z "Tl 9 (") .. (/) "Tl (") (") 0 0 :J CXl (') ..... co CD CO <ii ;o (") CD 0:::: 30 m en (/) -Ci! :J "'U DJ co CD ..... N co a ..... w w SUMXA R ,. OF tol/CRETE CYL!llDEkS COl'lPRESSJVE STl!EKGTH , ROJ.CT: O?PD -FOP.T C/iLllJL\'I 5iA11'.:N -Utlli CrelCfil'lE cnlht!Eil -----------*------**-*--l O*\lf I c;'LJl1DEllS LQCl\TIOll OF COUOlUE ! I (). l PL1\CC:t.\i'.h'1 ,,, rnri _7!,81_ -2.lM.Qll.. ZD11 SOD 7375 J'O SQO 6171 n.l"'t'} w .. aoo a<73 144 ;""'' .*m 10*26*71 Rr z2b _JL 1:._ __ 11.:!1.:.Q. 121 1m 4lts Jci,l!QQ., .lli.L 1 io ooo 6013 l7J HO. ,...1fil. 1N.SOJ 6172 r.__ __ sm 163 COD 5165 l?q oon J_q_o3_ __ L j.':3 10-28-71 (li-9 IV"d)_*fr ,:__ ,::__ $,OIJO J.!lLl!Q;l 6?57 Af. 1m n __ 2..:.-,:. __
* __ !.!llJJL .:5.24*\ l 15 soo 6201 500 L.7"..:4,,, ** 11*2*il _JL ___ -. _*_lJ.J.!L.l>,G9 Gr.50 6437 :::-ts .. n-z-n -----. _e_ __ 3961* tS>J non 672D JP.O &sect;Q;J_ 5334 mo SOD 67J!! .fil..iD'J _i'l.M... i1E 11.:.4:!!_ !_JLU/.'1. ___ J47.I _*_jllLW 176.500 HS n.4.71 ____ , :t:........ ---* .1_ .* ..".. .. 33g5 165 ooJ <M 5%1{.:, 166 oJo 5Bll 111 :11Jt ;,r,vr 1 I .... .. -*-r-.. ---* _*_iJM.,filllJJft.. JM..,OC1J_ 5001 1&5 500 53r,q Ri 1 *3 pil. _____ !J.IGd ,,. * "" *"O l!!iJO 13Q,[)J0 459:! 1n <M Ji4 COD J.c!L.(',lil GP"Lr.*1!..L. JJ.;:JQ-'ll j,..L._ LVA,L.L \ol? .* I tp o:;o n* con l.usL l&sect;.LOD*J 64*J? lli'.,0.00_ JJJJL Jl.0, .. 500. r<3..'.1.l!:i0 .... I I .Jlil ;1.Ji-ll J' S.'i " 99.500 SZli 150,5(]0 sJn 117,00:1 *11JB 5n*Lo.1dW :)-1!-11 --* == 107 ___ 151,SOO rn.500 6243 l:.1;1g_ Wl,o.1d:t. .. ;s; :l-ll-11 L.. -*-l---;.-*1L==i " 111 n*.-. '""'' hp 510 fT37 H4 <;t<t <>;IA In< ... .!LL llJ Jcr Cl;u n, &-i.: ( 't"OTt'I., *ro s*,JIDar D'l to?1.U of U!U " . ,., 0-Jll l!iJ ODD U]' !llLliQ1)_ 4 SUMHnRY OF CONCRETE COHPRESSIVE STREH&TH :'-' *i__;=:.;*C:..:"":..:&deg;':..:_;i-:Jl'-*;'-':"-"' :,_,,.::'-'*:,,_,* __ .,,.___l_J_"l_._;;_(_Y-_;1 .'. _.(_'*_!_!'_* 1-5_7_'._l_;O_;,_d _ _, .1..r'J;lf}J'i *2:2ZL ....... .,,;, 1Y11) _);.i::1) +-'-: ,-r-*1*1-;c n1 , .v* :.-1 ..,,; .1-)(,.'.j 1-3)1'. t.1:.:J*::r 'jo....:=:..:..+...=:===ii-__ :,_.o .. __ --.* _ ,-:.,,_;_*"* ... -_ = **. n,; ;,:_**,'.,f 6.t*.** ', , ______ I;! --. .. .. ': .. __ _ ... .nc7.*: !J:'.* .. i 1 J'' j .. z. .. :!t J1!9.l l"'Jl,,r...:-10 &#xa3;:1),113 17.t:,i)CV and r.: *1'1:' .s;1-0ei or .,__.,,.:--= ='""* mo 1il Q1_ -C"l c c Ill * :J 0 :J 8.z 11 9 () (J) 11 () () 00 :J co (") .j:>. <O CD <O Cii ::o () CD 0::::. 30 Cil rn rn (J) -Cil :J -::r -0 Ol Di -a Ol co CD ..... (,,) c 8, ..... (,,) (,,)
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