ML19030A988

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Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix G.1 - Pages 20-34
ML19030A988
Person / Time
Site: Clinch River
Issue date: 01/18/2019
From: James Shea
Tennessee Valley Authority
To:
Office of New Reactors
Fetter A
References
TVACLINCHRIVERESP, TVACLINCHRIVERESP.SUBMISSION.6, CRN.P.PART08, CRN.P.PART08.2
Download: ML19030A988 (15)
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{{#Wiki_filter: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) Uthologic 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 10 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 12-23-13. 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.1-20 of 68 12-26-13 Clinch River SMR 6468-13-1072 Boring No.: MP-201 Run No.: N/A L2-15 BG 268.8' -269.5' See Boring Log Vertical Laboratory Air-Dry 2.39 5.23 1021.54 No, see Dimension Log Room temperature ( 71.3*F ) 130 21430 Cone shear MP-201 L2-15 BG after test {2).JPG 4773 MEH 12-26-13 Wl ~If I 111/111 TL 1-3-14 ,.-;--#.j 13{ \\+ Post-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: Received approval notification to proceed with testing from Mr. AI Tice with AMEC on 1-8-14. Equipment Used IDNo. Loading Device CLT-0004 Thermometer CLT-0555 Bearing Blocks CLT-0054 Bearing Surface CLT-0716 Gypsum Capping Compound CLT-0770 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.1-21 of 68 1-9-14 Clinch River SMR 6468-13-1072 Boring No.: MP-201 Run No.: N/A L2-17 BCG 366.4'- 367.5' See Boring Log Vertical Laboratory Air-Dry 2.38 5.69 1165.81 No, see Dimension Log Room temperature ( 69.1*F) 130 72500 Cone MP-201 L2-17 BCG after test.JPG 16292 GW 1-9-14 G-~-V ot (IJf,'i TL 1-9-14 /)~ *h3ll+ Post-Test Photo: Calibration Due 5/22/14 9/19/14 2/3/14 1/25/14 03/30/14

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 Davie with Bechtel on 11-21-13 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.1-22 of 68 11-22-13 Clinch River SMR 6468-13-1072 Boring No.: MP-202 Run No.: N/A L1-16 BG 31.6' -32.6' See Boring Log Vertical Laboratory Air-Dry 2.40 5.55 1107.37 No, see Dimension Log Room temperature ( 69.0oF ) 130 33050 Columnar MP-202 L1-16 BG AfterTest.JPG 7312 MEH 11-22-13 mEl-:! I /11/1'-f TL 11-27-13 /i;t *lt3}11 Post-Test Photo: Calibration Due 5/22/14 9/19/14 213/14 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: 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.1-23 of 68 11-15-13 Clinch River SMR 6468-13-1072 Boring No.: MP-202 Run No.: N/A L1-18 G 67.0'-67.9' See Boring Log Vertical Laboratory Air-Dry 2.39 5.66 1120.45 Yes, see Dimension Log Room temperature ( 70.8oF) 130 12880 Shear along planes MP-202 L1-18 G after test.J PG 2869 MEH 11-15-13 ~£'11 l}u I "f

  • TL 11-27-13 /.'rf-I} l:l/ 14 I

Post-Test Photo: Calibration Due 5122114 9119/14 2/3114 1125/14

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 12-5-13 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.1-24 of 68 12-5-13 Clinch River SMR 6468-13-1072 Boring No.: MP-202 Run No.: NIA L1-20 BG 91.7'-93.3' See Boring Log Vertical Laboratory Air-Dry 2.40 5.37 1077.67 No, see Dimension Log Room temperature ( 71.6°F) 130 44230 Columnar MP-202 L1-20 BG after test.JPG 9785 MEH 12-5-13 f-t~f./ 1 j 1t/tq TL 12-6-13 /,.::f I k~/J.f Post-Test Photo: Calibration Due 5122114 9119114 213114 1125114

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: 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.1-25 of 68 11-27-13 Clinch River SMR 6468-13-1072 Boring No.: MP-202 Run No.: N/A L1-21 BCG 111.7'-112.9' See Boring Log Vertical Laboratory Air-Dry 2.40 4.76 941.29 Yes, see Dimension Log Room temperature ( 63.5"F ) 130 18880 Columnar/ slight shear MP-202 L1-21 BCG after test (2).JPG 4177 MEH 11-27-13 tvle~ r[ll/11.( TL 1-7-14 rlrt-dl3h~ I Post-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, (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 12-5-13 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.1-26 of 68 12-5-13 Clinch River SMR 6468-13-1072 Boring No.: MP-202 Run No.: N/A L1-25 BCG 217.7'-218.7' See Boring Log Vertical Laboratory Air-Dry 2.39 5.25 1041.57 No, see Dimension Log Room temperature ( 72SF) 130 17600 Columnar MP-202 L1-25 BG after test (3).JPG 3920 MEH 12-5-13 rt~f;/+ */11/ILf TL 12-6-13 rr-J 1h3h-t Post-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 12-5-13 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.1-27 of 68 12-5-13 Clinch River SMR 6468-13-1072 Boring No.: MP-202 Run No.: NIA L1-26 BG 238.1' -239.5' See Boring Log Vertical Laboratory Air-Dry 2.40 5.45 1076.43 No, see Dimension Log Room temperature ( 72SF) 130 24070 Columnar with shear on planes MP-202 L1-26 BG after test (3).JPG 5325 MEH 12-5-13 1\\'\\~t+ 111*/ILf TL 12-6-13 ~:£_. 1}~::1/l"'t Post-Test Photo: Calibration Due 5122114 9119114 213114 1125114

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: Received approval notification to proceed with testing from Mr. AI Tice with AMEC on 1-8-14. Equipment Used IDNo. Loading Device CLT-0004 Thermometer CLT-0555 Bearing Blocks CLT-0054 Bearing Surface CLT-0716 Gypsum Capping Compound CLT-0770 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.1-28 of 68 1-9-14 Clinch River SMR 6468-13-1072 Boring No.: MP-202 Run No.: N/A L1-27 G 258.6'- 259.6' See Boring Log Vertical Laboratory Air-Dry 2.39 5.67 1123.53 No, see Dimension Log Room temperature ( 69.2*F) 130 82220 Cone/Columnar MP-202 L1-27 G after test.JPG 18312 GW 1-9-14 C,....~y Ol 1*'3/1'-/ TL 1-9-14 6%._ 1111/t+ I Post-Test Photo: Calibration Due 5/22/14 9/19/14 2/3/14 1/25/14 3/30/14

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 12-5-13 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.1-29 of 68 12-5-13 Clinch River SMR 6468-13-1072 Boring No.: MP-202 Run No.: N/A L1-29 BG 288.9'-289.8' See Boring Log Vertical Laboratory Air-Dry 2.38 5.43 1069.02 No, see Dimension Log Room temperature ( 72.7"F) 130 19560 Columnar and shear MP-202 Ll-29 BG after test (3).JPG 4396 MEH 12-5-13 flH.tt' l_/!rh4 TL12-6-13 ~ 1/Ll./14.- Post-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 12-16-13 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.1-30 of 68 12-17-13 Clinch River SMR 6468-13-1072 Boring No.: MP-202 Run No.: N/A L1-30 G 299.0' -299.7' See Boring Log Vertical Laboratory Air-Dry 2.38 5.65 1100.05 No, see Dimension Log Room temperature ( 73.5"F) 130 32870 Columnar MP-202 L1-30 G after testing (2).JPG 7387 MEH 12-17-13 1'\\1~~ 1/II}IL/ TL 12-18-13 ~.:i 'I ~:~I r4 I Post-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, (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 12-16-13 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.1-31 of 68 12-17-13 Clinch River SMR 6468-13-1072 Boring No.: MP-202 Run No.: N/A L1-32 BG 348.4' -349.8' See Boring Log Vertical Laboratory Air-Dry 2.40 5.41 1070.54 No, see Dimension Log Room temperature ( 73.7"F) 130 46350 Columnar MP-202 L1-32 BG after testing (2).JPG 10254 MEH 12-17-13 JII\\El-{J/11/It/ TL 12-18-13 ~ \\)1.~}1.. I Post-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 12-16-13 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.1-32 of 68 12-17-13 Clinch River SMR 6468-13-1072 Boring No.: MP-202 Run No.: N/A L1-33 G 363.0' -364.3' See Boring Log Vertical Laboratory Air-Dry 2.39 5.78 1139.41 No, see Dimension Log Room temperature ( 73.9*F) 130 6030 Shear MP-202 L1-33 G after testing {2).JPG 1343 MEH 12-17-13 t¥1~~ 1/11/1'-i TL 12-18-13 r:-.$ I) lJ/,4-Post-Test Photo: Calibration Due 5122/14 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 12-16-13 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.1-33 of 68 12-17-13 Clinch River SMR 6468-13-1072 Boring No.: MP-202 Run No.: N/A L1-34 BG 411.0' -412.3' See Boring Log Vertical Laboratory Air-Dry 2.38 5.27 1040.89 No, see Dimension Log Room temperature ( 74.2oF) 130 20870 Columnar MP-202 L1-34 BG after testing.JPG 4690 MEH 12-17-13 Ml:"li-1 /r* J 1q TL 12-18-13 /'l.;f ll13 II+ I Post-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 10 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 10 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.1-34 of 68 1-30-14 Clinch River SMR 6468-13-1072 Boring No.: MP-205 Run No.: NIA L3-35-BG 144.7-145.5 See Boring Log Vertical Laboratory Air-Dry 2.40 5.31 1062.20 No, see Dimension Log Room temperature ( 72.4°F) 160 33300 Shear with columnar MP-205 L3-35 BG after test (3).JPG 7367 MEH 1-30-14 m~tl-, /J 1/1 tf TL 1-31-14 /"[;/ dJdl+ I Post-Test Photo: Calibration Due 5122114 9119114 213114 5126/14

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