ML18003B022

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Part 08 Enclosures (Rev. 1) - Part 8 - Enclosures - Geotechnical Exploration and Testing Data Report Appendix G.1 Unconfin Compress Test Results Part 05 Pages G.1-57 Thru G.1-68
ML18003B022
Person / Time
Site: Clinch River
Issue date: 12/15/2017
From: James Shea
Tennessee Valley Authority
To:
Office of New Reactors
Fetter A
References
TVACLINCHRIVERESP, TVACLINCHRIVERESP.SUBMISSION.4, CRN.P.PART08, CRN.P.PART08.1
Download: ML18003B022 (12)


Text

a me Test Data Sheet for Compressive Strength of Intact Rock Core Specimens without Strain Measurement ASTM D 7012-10, Method C {with deviations per SDDR-33}

Page 1 of 1 Test Date Project Name Project No.

Boring No. & Run No.

Sample No.

Sample Depth, (ft)

Lithologic Sample Description Load Direction (with respect to lithology)

Moisture Condition at Time of Test Average Diameter from Dimension Log, (in.)

Average Length from Dimension Log, (in)

Mass from Dimension Log, (g)

Conforms to ASTM D4543 Dimensional Requirements? If no, explain below.

Temperature at Time of Test Loading Rate, (lb/sec)

Maximum Load, (lb)

Description of Specimen After Test (Include Photograph ID No.)

Uniaxial Compressive Strength, (psi)

Tested by I Date Reviewed by I Date Notes:

Approval to proceed with testing provided by Mr. John Damm with Bechtel on 1-29-14.

Equipment Used ID No.

Loading Device CLT-0004 Thermometer CLT-0555 Bearing Blocks CLT-0054 Bearing Surface CLT-0716 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.1-57 of 68 1-30-14 Clinch River SMR 6468-13-1072 Boring No.: MP-401 Run No.: N/A L3-59-BG 148.4-149.8 See Boring Log Vertical Laboratory Air-Dry 2.40 5.76 1196.70 No, see Dimension Log Room temperature ( 72.1°F) 160 139130 Complete break MP-401 L3-59 BG after test.JPG 30,781 MEH 1-30-14

"'ctf r }>t/llf TL 1-31-14

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Post-Test Photo:

Calibration Due 5/22/14 9/19/14 2/3/14 5/26/14

a me Test Data Sheet for Compressive Strength of Intact Rock Core Specimens without Strain Measurement ASTM D 7012-10, Method C (with deviations per SDDR-33)

Page 1 of 1 Test Date Project Name Project No.

Boring No. & Run No.

Sample No.

Sample Depth, (ft)

Lithologic Sample Description Load Direction (with respect to lithology)

Moisture Condition at Time of Test Average Diameter from Dimension Log, (in.)

Average Length from Dimension Log, (in)

Mass from Dimension Log, (g)

Conforms to ASTM D4543 Dimensional Requirements? If no, explain below.

Temperature at Time of Test Loading Rate, (lb/sec)

Maximum Load, (lb)

Description of Specimen After Test (Include Photograph ID No.)

Uniaxial Compressive Strength, (psi)

Tested by I Date Reviewed by I Date Notes:

Approval to proceed with testing provided by Mr. John Damm with Bechtel on 1-29-14.

Equipment Used ID No.

Loading Device CLT-0004 Thermometer CLT-0555 Bearing Blocks CLT-0054 Bearing Surface CLT-0716 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.1-58 of 68 1-30-14 Clinch River SMR 6468-13-1072 Boring No.: MP-415 Run No.: N/A L3-61-BG 23.3-24.1 See Boring Log Vertical Laboratory Air-Dry 2.39 5.52 1042.52 No, see Dimension Log Room temperature ( 71.3°F )

160 18340 Shear MP-415 L3-61 BG after test (3).JPG 4085 MEH 1-30-14 Mel/- t/Jl /1 11./

TL 1-31-14

-;1. d~\\ l~

Post-Test Photo:

Calibration Due 5/22/14 9119/14 2/3/14 5/26/14

a me Test Data Sheet for Compressive Strength of Intact Rock Core Specimens without Strain Measurement ASTM D 7012-10, Method C (with deviations per SDDR-33}

Page 1 of 1 Test Date Project Name Project No.

Boring No. & Run No.

Sample No.

Sample Depth, (ft)

Lithologic Sample Description Load Direction (with respect to lithology)

Moisture Condition at Time of Test Average Diameter from Dimension Log, (in.)

Average Length from Dimension Log, (in)

Mass from Dimension Log, (g)

Conforms to ASTM D4543 Dimensional Requirements? If no, explain below.

Temperature at Time of Test Loading Rate, {lb/sec)

Maximum Load, (lb)

Description of Specimen After Test (Include Photograph ID No.)

Uniaxial Compressive Strength, (psi)

Tested by I Date Reviewed by I Date Notes:

Approval to proceed with testing provided by Mr. John Damm with Bechtel on 1-29-14.

Equipment Used ID No.

Loading Device CLT-0004 Thermometer CLT-0555 Bearing Blocks CLT-0054 Bearing Surface CLT-0716 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.1-59 of 68 1-30-14 Clinch River SMR 6468-13-1072 Boring No.: MP-415 Run No.: N/A L3-65-BG 113.5-114.5 See Boring Log Vertical Laboratory Air-Dry 2.40 4.96 981.71 No, see Dimension Log Room temperature ( 72.0°F) 160 15780 Columnar with shear MP-415 L3-65 BG after test (3).JPG 3491 MEH 1-30-14 meJI. 1 1-;, jtf TL 1-31-14 -It-I

~I \\4 Post-Test Photo:

Calibration Due 5/22/14 9/19/14 2/3/14 5/26/14

a me Test Data Sheet for Compressive Strength of Intact Rock Core Specimens without Strain Measurement ASTM D 7012-10, Method C (with deviations per SDDR-33)

Page 1 of 1 Test Date Project Name Project No.

Boring No. & Run No.

Sample No.

Sample Depth, (ft)

Lithologic Sample Description Load Direction (with respect to lithology)

Moisture Condition at Time of Test Average Diameter from Dimension Log, (in.)

Average Length from Dimension Log, (in)

Mass from Dimension Log, (g)

Conforms to ASTM D4543 Dimensional Requirements? If no, explain below.

Temperature at Time of Test Loading Rate, (lblsec)

Maximum Load, (lb)

Description of Specimen After Test (Include Photograph ID No.)

Uniaxial Compressive Strength, (psi)

Tested by I Date Reviewed by I Date Notes:

Approval to proceed with testing provided by Mr. John Damm with Bechtel on 1-29-14.

Equipment Used ID No.

Loading Device CLT-0004 Thermometer CLT-0555 Bearing Blocks CLT-0054 Bearing Surface CLT-0716 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.1-60 of 68 1-30-14 Clinch River SMR 6468-13-1072 Boring No.: MP-416 Run No.: N/A L3-70-BG 215.4-216.4 See Boring Log Vertical Laboratory Air-Dry 2.39 5.40 1073.21 No, see Dimension Log Room temperature ( 71.5°F )

160 24510 Shear MP-416 L3-70 BG after test (2).JPG 5459 MEH 1-30-14 i'YI e r+ 1/51 J;tr TL 1-31-14

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I Post-Test Photo:

Calibration Due 5/22/ 14 9/19/ 14 2/ 3/14 5/ 26/ 14

a me Test Data Sheet for Compressive Strength of Intact Rock Core Specimens without Strain Measurement ASTM D 7012-10, Method C (with deviations per SDDR-33)

Page 1 of 1 Test Date Project Name Project No.

Boring No. & Run No.

Sample No.

Sample Depth, (ft)

Lithologic Sample Description Load Direction (with respect to lithology)

Moisture Condition at Time of Test Average Diameter from Dimension Log, (in.)

Average Length from Dimension Log, (in)

Mass from Dimension Log, (g)

Conforms to ASTM D4543 Dimensional Requirements? If no, explain below.

Temperature at Time of Test Loading Rate, (lblsec)

Maximum Load, (lb)

Description of Specimen After Test (Include Photograph ID No.)

Uniaxial Compressive Strength, (psi)

Tested by I Date Reviewed by I Date Notes:

Approval to proceed with testing provided by Mr. John Damm with Bechtel on 1-6-14.

Equipment Used ID No.

Loading Device CLT-0004 Thermometer CLT-0555 Bearing Blocks CLT-0054 Bearing Surface CLT-0716 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.1-61 of 68 1-7-14 Clinch River SMR 6468-13-1072 Boring No.: MP-419 Run No.: N/A L2-37 BCG 115.6'- 116.4' See Boring Log Vertical Laboratory Air-Dry 2.40 5.36 1116.26 No, see Dimension Log Room temperature ( 66.4*F) 130 75310 Columnar MP-419 L2-37 BCG after test.JPG 16,662 GW 1-7-14 G-lv ol/13/-l.

TL 1-10-14

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Post-Test Photo:

Calibration Due 5/22/14 9/19/14 2/3/14 1/25/14

Test Data Sheet for Compressive Strength of Intact Rock Core Specimens without Strain Measurement ASTM D 7012-10, Method C (with deviations per SDDR-33)

Page 1 of 1 Test Date Project Name Project No.

Boring No. & Run No.

Sample No.

Sample Depth, (ft)

Lithologic Sample Description Load Direction (with respect to lithology)

Moisture Condition at Time of Test Average Diameter from Dimension Log, (in.)

Average Length from Dimension Log, (in)

Mass from Dimension Log, (g)

Conforms to ASTM D4543 Dimensional Requirements? If no, explain below.

Temperature at Time of Test Loading Rate, (lblsec)

Maximum Load, (lb)

Description of Specimen After Test (Include Photograph ID No.)

Uniaxial Compressive Strength, (psi)

Tested by I Date Reviewed by I Date Notes:

Approval to proceed with testing provided by Mr. John Damm with Bechtel on 1-6-14.

Equipment Used IDNo.

Loading Device CLT-0004 Thermometer CLT-0555 Bearing Blocks CLT-0054 Bearing Surface CLT-0716 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.1-62 of 68 1-7-14 Clinch River SMR 6468-13-1072 Boring No.: MP-419 Run No.: N/A L2-39 BG 170.1'- 170.6' See Boring Log Vertical Laboratory Air-Dry 2.40 4.81 1008.96 No, see Dimension Log Room temperature ( 65SF) 130 84390 No Remaining Pieces MP-419 L2-39 BG before.JPG 18670 GW 1-7-14 (ri..J ()/It"$ /fL(

TL 1-10-14

/,~ t/ 13114 I

Pre-Test Photo:

Calibration Due 5/22/14 9/19/14 2/3/14 1/25/14

a me Test Data Sheet for Compressive Strength of Intact Rock Core Specimens without Strain Measurement ASTM D 7012-10, Method C (with deviations per SDDR-33)

Page 1 of 1 Test Date Project Name Project No.

Boring No. & Run No.

Sample No.

Sample Depth, (ft)

Lithologic Sample Description Load Direction (with respect to lithology)

Moisture Condition at Time of Test Average Diameter from Dimension Log, (in.)

Average Length from Dimension Log, (in)

Mass from Dimension Log, (g)

Conforms to ASTM D4543 Dimensional Requirements? If no, explain below.

Temperature at Time of Test Loading Rate, (lblsec)

Maximum Load, (lb)

Description of Specimen After Test (Include Photograph ID No.)

Uniaxial Compressive Strength, (psi)

Tested by I Date Reviewed by I Date Notes:

Approval to proceed with testing provided by Mr. John Damm with Bechtel on 1-27-14.

Equipment Used ID No.

Loading Device CLT-0004 Thermometer CLT-0555 Bearing Blocks CLT-0054 Bearing Surface CLT-0716 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.1-63 of 68 1-27-14 Clinch River SMR 6468-13-1072 Boring No.: MP-423 Run No.: NIA L7-29-BG 65.2-66.1 See Boring Log Vertical Laboratory Air-Dry 2.38 5.27 1013.19 No, see Dimension Log Room temperature ( 72.7"F )

160 33680 Shear along planes MP-423 L7-29 BG after test (2).JPG 7569 MEH 1-27-14 nter.f r/':1~/rr TL 1-30-14

~;j_ t/lo/14 Post-Test Photo:

Calibration Due 5122114 9119/14 213114 5126114

a me Test Data Sheet for Compressive Strength of Intact Rock Core Specimens without Strain Measurement ASTM D 7012-10, Method C (with deviations per SDDR-33)

Page 1 of 1 Test Date Project Name Project No.

Boring No. & Run No.

Sample No.

Sample Depth, (ft)

Lithologic Sample Description Load Direction (with respect to lithology)

Moisture Condition at Time of Test Average Diameter from Dimension Log, (in.)

Average Length from Dimension Log, (in)

Mass from Dimension Log, (g)

Conforms to ASTM D4543 Dimensional Requirements? If no, explain below.

Temperature at Time of Test Loading Rate, (lblsec)

Maximum Load, (lb)

Description of Specimen After Test (Include Photograph ID No.)

Uniaxial Compressive Strength, (psi)

Tested by I Date Reviewed by I Date Notes:

Approval to proceed with testing provided by Mr. John Damm with Bechtel on 1-27-14.

Equipment Used ID No.

Loading Device CLT-0004 Thermometer CLT-0555 Bearing Blocks CLT-0054 Bearing Surface CLT-0716 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.1-64 of 68 1-27-14 Clinch River SMR 6468-13-1072 Boring No.: MP-423 Run No.: N/A L7-30-BG 72.6-73.5 See Boring Log Vertical Laboratory Air-Dry 2.37 5.12 979.24 No, see Dimension Log Room temperature ( 72.8*F )

160 35280 Shear MP-423 L7-30 BG after test(2).JPG 8000 MEH 1-27-14 lf)v/- 1/Y/I'f TL 1-30-14 /,;f. 1/3okf I

Post-Test Photo:

Calibration Due 5/22/14 9119114 213114 5/ 26/14

a me Test Data Sheet for Compressive Strength of Intact Rock Core Specimens without Strain Measurement ASTM D 7012-10, Method C (with deviations per SDDR-33)

Page 1 of 1 Test Date Project Name Project No.

Boring No. & Run No.

Sample No.

Sample Depth, (ft)

Lithologic Sample Description Load Direction (with respect to lithology)

Moisture Condition at Time of Test Average Diameter from Dimension Log, (in.)

Average Length from Dimension Log, (in)

Mass from Dimension Log, (g)

Conforms to ASTM D4543 Dimensional Requirements? If no, explain below.

Temperature at Time of Test Loading Rate, (lblsec)

Maximum Load, (lb)

Description of Specimen After Test

{Include Photograph ID No.)

Uniaxial Compressive Strength, (psi)

Tested by I Date Reviewed by I Date Notes:

Approval to proceed with testing provided by Mr. John Damm with Bechtel on 1-27-14.

Equipment Used ID No.

Loading Device CLT-0004 Thermometer CLT-0555 Bearing Blocks CLT-0054 Bearing Surface CLT-0716 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.1-65 of 68 1-27-14 Clinch River SMR 6468-13-1072 Boring No.: MP-423 Run No.: N/A L7-33-BCG 121.5 - 122.6 See Boring Log Vertical Laboratory Air-Dry 2.40 5.13 1019.11 No, see Dimension Log Room temperature ( 72SF )

160 44620 Shear MP-423 L7-33 BCG after test(3).JPG 9872 MEH 1-27-14 me-u 1 J-n J tlf TL 1-30-14

,/('rf- */J.o/,4 I

Post-Test Photo:

Calibration Due 5/ 22/14 9/ 19/14 2/3/14 5/ 26/14

a me Test Data Sheet for Compressive Strength of Intact Rock Core Specimens without Strain Measurement ASTM D 7012-10, Method C (with deviations per SDDR-33)

Page 1 of 1 Test Date Project Name Project No.

Boring No. & Run No.

Sample No.

Sample Depth, (ft)

Lithologic Sample Description Load Direction (with respect to lithology)

Moisture Condition at Time of Test Average Diameter from Dimension Log, (in.)

Average Length from Dimension Log, (in)

Mass from Dimension Log, (g)

Conforms to ASTM D4543 Dimensional Requirements? If no, explain below.

Temperature at Time of Test Loading Rate, (lblsec)

Maximum Load, (lb)

Description of Specimen After Test (Include Photograph ID.No.)

Uniaxial Compressive Strength, (psi)

Tested by I Date Reviewed by I Date Notes:

Approval to proceed with testing provided by Mr. John Damm with Bechtel on 1-27-14.

Equipment Used 1D No.

Loading Device CLT-0004 Thermometer CLT-0555 Bearing Blocks CLT-0054 Bearing Surface CLT-0716 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.1-66 of 68 1-27-14 Clinch River SMR 6468-13-1072 Boring No.: MP-423 Run No.: NIA L7-34-BG 134.2-135.2 See Boring Log Vertical Laboratory Air-Dry 2.39 5.46 1078.01 No, see Dimension Log Room temperature ( 72SF )

160 20020 Shear along planes MP-423 L7-34 BG after test (2).JPG 4459 MEH 1-27-14 1/]o /llf TL 1-30-14

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Post-Test Photo:

Calibration Due 5122114 9119114 213114 5126114

a me Test Data Sheet for Compressive Strength of Intact Rock Core Specimens without Strain Measurement ASTM D 7012-10, Method C (with deviations per SDDR-33)

Page 1 of 1 Test Date Project Name Project No.

Boring No. & Run No.

Sample No.

Sample Depth, (ft)

Lithologic Sample Description Load Direction (with respect to lithology)

Moisture Condition at Time of Test Average Diameter from Dimension Log, (in.)

Average Length from Dimension Log, (in)

Mass from Dimension Log, (g)

Conforms to ASTM D4543 Dimensional Requirements? If no, explain below.

Temperature at Time of Test Loading Rate, (lblsec)

Maximum Load, (lb)

Description of Specimen After Test (Include Photograph JD No.)

Uniaxial Compressive Strength, (psi)

Tested by I Date Reviewed by I Date Notes:

Approval to proceed with testing provided by Mr. John Damm with Bechtel on 1-27-14.

Equipment Used ID No.

Loading Device CLT-0004 Thermometer CLT-0555 Bearing Blocks CLT-0054 Bearing Surface CLT-0716 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.1-67 of 68 1-27-14 Clinch River SMR 6468-13-1072 Boring No.: MP-423 Run No.: NIA L7-37-BG 299.3-300.7 See Boring Log Vertical Laboratory Air-Dry 2.40 5.43 1135.41 No, see Dimension Log Room temperature ( 72.7"F) 160 103490 Complete break MP-423 L7-37 BG after test.JPG 22,896 MEH 1-27-14 lV1 e.H lht;/1'1 TL 1-30-14

./1::1 1/:Jo/1-+

Post-Test Photo:

Calibration Due 5122114 9119114 213114 5126114

a me Test Data Sheet for Compressive Strength of Intact Rock Core Specimens without Strain Measurement ASTM D 7012-10, Method C (with deviations per SDDR-33)

Page 1 of 1 Test Date Project Name Project No.

Boring No. & Run No.

Sample No.

Sample Depth, (ft)

Lithologic Sample Description Load Direction (with respect to lithology)

Moisture Condition at Time of Test Average Diameter from Dimension Log, (in.)

Average Length from Dimension Log, (in)

Mass from Dimension Log, (g)

Conforms to ASTM D4543 Dimensional Requirements? If no, explain below.

Temperature at Time of Test Loading Rate, {lblsec)

Maximum Load, {lb)

Description of Specimen After Test (Include Photograph ID No.)

Uniaxial Compressive Strength, (psi)

Tested by I Date Reviewed by I Date Notes:

Approval to proceed with testing provided by Mr. John Damm with Bechtel on 1-29-14.

Equipment Used ID No.

Loading Device CLT-0004 Thermometer CLT-0555 Bearing Blocks CLT-0054 Bearing Surface CLT-0716 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.1-68 of 68 1-30-14 Clinch River SMR 6468-13-1072 Boring No.: CC-B2 Run No.: NIA L7-39-BG 161.6 - 162.4 See Boring Log Vertical Laboratory Air-Dry 2.39 5.34 1026.82 No, see Dimension Log Room temperature ( 71.6°F )

160 3550 Shear along planes CC-B2 L7-39 BG after test (2).JPG 791 MEH 1-30-14 diE/+ ijqt{/lf TL 1-31-14

/'il d'3dlo4-Post-Test Photo:

Calibration Due 5122114 9119114 213114 5126114