ML19030A986
| ML19030A986 | |
| 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: ML19030A986 (20) | |
Text
APPENDIX G- Laboratory Test Data- Rock- No Change for Rev. 4 G.1 -Unconfined Compression Test Results G.2- Unconfined Compression with Stress/Strain Test Results G.3- Direct Shear Test Results G.4- Carbonate Content Test Results G.5- Slake Durability Test Results G.6 -Moisture Content, Specific Gravity, Unit Weight and Dimension Results ame Clinch River Data Report Rev. 4 CRP-1112.16 Page G1 of 1
APPENDIX G.1 -Unconfined Compressed Test Results No Change for Rev. 4 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.1-1 of 68
ame 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 10-22-13 Project Name Clinch River SMR Project No. 6468-13-1072 Boring No. & Run No. Boring No.: MP-101 Run No.: N/A Sample No. L1-1 BG Sample Depth, (ft) 48.6' -50 .1' Lithologic Sample Description See Boring Log Load Direction (with respect to lithology) Vertical Moisture Condition at Time of Test Laboratory Air-Dry Average Diameter from Dimension Log, (in.) 2.38 Average Length from Dimension Log, (in) 5.57 Mass from Dimension Log, (g) 1086.80 Conforms to ASTM D4543 Dimensional No, see Dimension Log Requirements? If no, explain below.
Temperature at Time of Test Room temperature ( 71 oF)
Loading Rate, (lb/sec) 160 Maximum Load, (lb) 10220 Description of Specimen After Test Columnar (Include Photograph ID No.) MP-101 L1-1 AfterTesting.JPG Uniaxial Compressive Strength, (psi) 2297 Tested by I Date MEH 10-22-13 mtd-1 1 /u/tt(
Reviewed by I Date TL 10-24-13 /'i1/. I J13 ),-4; Notes:
Approval to proceed with testing provided by Post-Test Photo:
Mr. John Davie with Bechtel on 10-22-13 Equipment Used IDNo. Calibration Due Loading Device CLT-0004 5/22/14 Thermometer CLT-0555 9/19/14 Bearing Blocks CLT-0054 2/3/14 Bearing Surface CLT-0716 1/25/14 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.1-2 of 68
ame 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 11-5-13 Project Name Clinch River SMR Project No. 6468-13-1072 Boring No. & Run No. Boring No.: MP-101 Run No.: N/A Sample No. L1-2}G ~.¥4/t.~t Sample Depth, (ft) 66.1' -67 .3' Lithologic Sample Description See Boring Log Load Direction (with respect to lithology) Vertical Moisture Condition at Time of Test Laboratory Air-Dry Average Diameter from Dimension Log, (in.) 2.38 Average Length from Dimension Log, (in) 5.42 Mass from Dimension log, (g) 900.35 Conforms to ASTM D4543 Dimensional No, see Dimension Log Requirements? If no, explain below.
Temperature at Time of Test Room temperature ( 72.6°F)
Loading Rate, (lblsec) 100 Maximum Load, (lb} 25180 Description of Specimen After Test Columnar (Include Photograph ID No.) MP-101 L1-2 G after test.JPG Uniaxial Compressive Strength, (psi) 5658 Tested by I Date MEH 11-5-13 Reviewed by I Date TL 11-27-13 Notes:
Approval to proceed with testing provided by Post-Test Photo:
Mr. John Davie with Bechtel on 11-5-13 Equipment Used IDNo. Calibration Due Loading Device CLT-0004 5/22/14 Thermometer CLT-0555 9/19/14 Bearing Blocks CLT-0054 2/3/14 Bearing Surface CLT-0716 1/25/14 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.1-3 of 68
ame 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 11-5-13 Project Name Clinch River SMR Project No. 6468-13-1072 Boring No. & Run No. Boring No.: MP-101 Run No.: N/A Sample No. L1-4 G Sample Depth, (ft) 127.2'-128.1' Lithologic Sample Description See Boring Log Load Direction (with respect to lithology) Vertical Moisture Condition at Time of Test Laboratory Air-Dry Average Diameter from Dimension Log, (in.) 2.38 Average Length from Dimension Log, (in) 4.65 Mass from Dimension Log, (g) 914.88 Conforms to ASTM D4543 Dimensional No, see Dimension Log Requirements? If no, explain below.
Temperature at Time of Test Room temperature ( 72.9*F)
Loading Rate, (lb/sec) 100 Maximum Load, (lb) 10580 Description of Specimen After Test Shear (Include Photograph ID No.) MP-101 L1-4 G after te st.JPG Uniaxial Compressive Strength, (psi) 2378 Tested by I Date MEH 11-5-13 rvl ~If I /11/ Jl.f Reviewed by I Date TL 11-27-13 /(';f._ 1/tl/1-4 Notes:
Approval to proceed with testing provided by Post-Test Photo:
Mr. John Davie with Bechtel on 11-5-13 Equipment Used IDNo. Calibration Due Load ing Device CLT-0004 5/22/14 Thermometer CLT-0555 9/19/14 Bearing Blocks CLT-0054 2/3/14 Bearing Surface CLT-0716 1/25/14 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.1-4 of68
ame 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 11-15-13 Project Name Clinch River SMR Project No. 6468-13-1072 Boring No. & Run No. Boring No.: MP-101 Run No.: N/A Sample No. L1-5 BCG Sample Depth, (ft) 148.7'-149.7' Lithologic Sample Description See Boring Log Load Direction (with respect to lithology) Vertical Moisture Condition at Time of Test Laboratory Air-Dry Average Diameter from Dimension Log, (in.) 2.39 Average Length from Dimension Log, (in) 4.86 Mass from Dimension Log, (g) 964.26 Conforms to ASTM D4543 Dimensional No, see Dimension Log Requirements? If no, explain below.
Temperature at Time of Test Room temperatu re ( 70.6*F)
Loading Rate, (lb/sec) 100 Maximum Load, (lb) 31430 Description of Specimen After Test Columnar (Include Photograph ID No.) MP-101 L1-5 BCG after test.JPG Uniaxial Compressive Strength, (psi) 7000 Tested by I Date MEH 11-15-13 me~+ 1/J*/t<f Reviewed by I Date TL 11-27-13 /111- .}t3}14 Notes:
Approval to proceed with testing provided by Post-Test Photo:
Mr. John Davie with Bechtel on 11-15-13 Equipment Used ID No. Calibration Due Loading Device CLT-0004 5/22/14 Thermometer CLT-0555 9/19/14 Bearing Blocks CLT-0054 2/3/14 Bearing Su rface CLT-0716 1/25/14 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.1-5 of 68
ame 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 11-5-13 Project Name Clinch River SMR Project No. 6468-13-1072 Boring No. & Run No. Boring No. : MP-101 Run No. : N/A Sample No. L1-6 G Sample Depth, (ft) 186.6'-187.5' lithologic Sample Description See Boring Log Load Direction (with respect to lithology) Vertical Moisture Condition at Time of Test Laboratory Air-Dry Average Diameter from Dimension Log, (in.) 2.39 Average Length from Dimension Log, (in) 4.71 Mass from Dimension Log, (g) 914.88 Conforms to ASTM D4543 Dimensional No, see Dimension Log Requirements? If no, explain below.
Temperature at Time of Test Room temperature ( 72.2°F)
Loading Rate, (lblsec) 100 Maximum Load, (lb) 17180 Description of Specimen After Test Shear (Include Photograph ID No.) MP-101 L1-6-G after test (2).JPG Uniaxial Compressive Strength, (psi) 3826 Tested by I Date MEH 11-5-13 ~neu.- ,1, j1v Reviewed by I Date TL 11-27-13 ~ 'i_r~Lt-+
Notes:
Approval to proceed with testing provided by Post-Test Photo:
Mr. John Davie with Bechtel on 11-5-13 Equipment Used IDNo. Calibration Due Loading Device CLT-0004 5/22/14 Thermometer CLT-0555 9/19/14 Bearing Blocks CLT-0054 2/3/14 Bearing Su rface CLT-0716 1/25/14 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.1-6 of 68
ame 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 11-5-13 Project Name Clinch River SMR Project No. 6468-13-1072 Boring No. & Run No. Boring No. : MP-101 Run No. : N/A Sample No. L1-8 BG Sample Depth, (ft) 251.8' -253.6' Lithologic Sample Description See Boring Log Load Direction (with respect to lithology) Vertical Moisture Condition at Time of Test Laboratory Air-Dry Average Diameter from Dimension Log, (in.) 2.39 Average Length from Dimension Log, (in) 5.50 Mass from Dimension Log, (g) 926.60 Conforms to ASTM D4543 Dimensional No, see Dimension Log Requirements? If no, explain below.
Temperature at Time of Test Room temperature ( 72.9"F)
Loading Rate, (lb/sec) 100 Maximum Load, (lb) 56920 Description of Specimen After Test Columnar (Include Photograph ID No.) MP-101 L1-8 BG after test (2) .JPG Uniaxial Compressive Strength, (psi) 12677 Tested by I Date MEH 11-5-13 \')'leU I /ll{ty Reviewed by I Date TL 11-27-13 /,;f. 1/13/1-\
Notes:
Approval to proceed with testing provided by Post-Test Photo:
Mr. John Davie with Bechtel on 11-5-13 Equipment Used IDNo. Calibration Due Loading Device CLT-0004 5/22/14 Thermometer CLT-0555 9/19/14 Bearing Blocks CLT-0054 2/3/14 Bearing Surface CLT-0716 1/25/14 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.1-7 of 68
ame 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 11-15-13 Project Name Clinch River SMR Project No. 6468-13-1072 Boring No. & Run No. Boring No.: MP-101 Run No.: N/A Sample No. L1-9 G Sample Depth, (ft) 272.9' -273.6' Lithologic Sample Description See Boring Log Load Direction (with respect to lithology) Vertical Moisture Condition at Time of Test Laboratory Air-Dry Average Diameter from Dimension Log, (in.) 2.40 Average Length from Dimension Log, (in) 5.37 Mass from Dimension Log, (g) 1063.75 Conforms to ASTM D4543 Dimensional No, see Dimension Log Requirements? If no, explain below.
Temperature at Time of Test Room temperature ( 70 .7"F )
Loading Rate, (lb/sec) 100 Maximum Load, (lb) 72280 Description of Specimen After Test Columnar (Include Photograph ID No.) M P-101 L1-9 G after test.J PG Uniaxial Compressive Strength, (psi) 15991 ,.,
Tested by I Date MEH 11-15-13 y 1/ r* /ll(
Reviewed by I Date TL11-27-13 /(';/_ t/13/14 Notes:
Approval to proceed with testing provided by Post-Test Photo:
Mr. John Davie with Bechtel on 11-15-13 Equipment Used ID No. Calibration Due Loading Device CLT-0004 5/22/14 Thermometer CLT-0555 9/19/14 Bearing Blocks CLT-0054 2/3/14 Bearing Surface CLT-0716 1/25/14 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.1-8 of 68
ame 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 11-15-13 Project Name Clinch River SMR Project No. 6468-13-1072 Boring No. & Run No. Boring No.: MP-101 Run No.: NIA Sample No. L1-11 BG Sample Depth, (ft) 351.9' -353.1' Lithologic Sample Description See Boring Log Load Direction (with respect to lithology) Vertical Moisture Condition at Time of Test Laboratory Air-Dry Average Diameter from Dimension Log, (in.) 2.39 Average length from Dimension log, (in) 5.18 Mass from Dimension log, (g) 1027.75 Conforms to ASTM D4543 Dimensional No, see Dimension Log Requirements? If no, explain below.
Temperature at Time of Test Room temperature ( 7l.O"F) loading Rate, (lblsec) 130 Maximum load, (lb) 51390 Description of Specimen After Test Columnar (Include Photograph ID No.) MP-101 L1-11 BG after test.JPG Uniaxial Compressive Strength, (psi) 11445 Tested by I Date MEH 11-15-13 wVte.'f+ 1/11(/~
Reviewed by I Date Tl11-27-13 ~ l)t3}14 I
Notes:
Approval to proceed with testing provided by Post-Test Photo:
Mr. John Davie with Bechtel on 11-15-13 Equipment Used IDNo. Calibration Due Loading Device CLT-0004 5122114 Thermometer CLT-0555 9119114 Bearing Blocks CLT-0054 213114 Bearing Surface CLT-0716 1125114 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.1-9 of 68
ame 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 11-15-13 Project Name Clinch River SMR Project No. 6468-13-1072 Boring No. & Run No. Boring No.: MP-101 Run No.: N/A Sample No. L1-12 G Sample Depth, (ft) 396.9' -397.9' Lithologic Sample Description See Boring Log Load Direction (with respect to lithology) Vertical Moisture Condition at Time of Test Laboratory Air-Dry Average Diameter from Dimension Log, (in.) 2.39 Average Length from Dimension Log, (in) 4.61 Mass from Dimension Log, (g) 913.70 Conforms to ASTM D4543 Dimensional No, see Dimension Log Requirements? If no, explain below.
Temperature at Time of Test Room temperature ( 70.5"F)
Loading Rate, (lb/sec) 130 Maximum Load, (lb) 23000 Description of Specimen After Test Columnar/ slight shear (Include Photograph ID No.) MP-101 L1-12 G after test (2).JPG Uniaxial Compressive Strength, (psi) 5122 Tested by I Date MEH 11-15-13 fYIB"LI 1/n/ 11.(
Reviewed by I Date TL 11-27-13 ~£ 1}13./14 Notes:
Approval to proceed with testing provided by Post-Test Photo:
Mr. John Davie with Bechtel on 11-15-13 Equipment Used IDNo. Calibration Due Loading Device CLT-0004 5/22/14 Th ermom eter CLT-0555 9/19/14 Bearing Blocks CLT-0054 2/3/14 Bearing Surface CLT-0716 1/25/14 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.1-10 of 68
ame 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 11-22-13 Project Name Clinch River SMR Project No. 6468-13-1072 Boring No. & Run No. Boring No. : MP-101 Run No.: N/A Sample No. L1-14 BG Sample Depth, (ft) 498.2' -499.0' Lithologic Sample Description See Boring Log Load Direction (with respect to lithology) Vertical Moisture Condition at Time of Test Laboratory Air-Dry Average Diameter from Dimension Log, (in.) 2.39 Average Length from Dimension Log, (in) 5.01 Mass from Dimension Log, (g) 995.47 Conforms to ASTM D4543 Dimensional No, see Dimension Log Requirements? If no, explain below.
Temperature at Time of Test Room temperature ( 68.3*F)
Loading Rate, (lb/sec) 130 Maximum Load, (lb) 23360 Description of Specimen After Test Columnar (Include Photograph ID No.) MP-101 L1-14 BG After Test (3).JPG Uniaxial Compressive Strength, (psi) 5203 Tested by I Date MEH 11-22-13 tt-t elf rf, /fJ1 Reviewed by I Date TL 11-27-13 ,.-.-,J;_ lj_ 13 [11-Notes:
Approval to proceed with testing provided by Post-Test Photo:
Mr. John Davie with Bechtel on 11-21-13 Equipment Used IDNo. Calibration Due Loading Device CLT-0004 5/22/14 The rmomete r CLT-0555 9/19/14 Bea ring Blocks CLT-0054 2/3/14 Bea ring Surface CLT-0716 1/25/14 Clinch River Data Report Rev. 4 CRP-1112.16 PageG.1-11 of68
ame 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 1-30-14 Project Name Clinch River SMR Project No. 6468-13-1072 Boring No. & Run No. Boring No.: MP-107 Run No. : N/A Sample No. L3-15-BG Sample Depth, (ft) 159.6- 160.7 Lithologic Sample Description See Boring Log Load Direction (with respect to lithology) Vertical Moisture Condition at Time of Test Laboratory Air-Dry Average Diameter from Dimension Log, (in.) 2.39 Average Length from Dimension Log, (in) 5.69 Mass from Dimension Log, (g) 1123.17 Conforms to ASTM D4543 Dimensional No, see Dimen sion Log Requirements? If no, explain below.
Temperature at Time of Test Room temperature ( 72.0°F )
Loading Rate, (lb/sec) 160 Maximum Load, {lb} 36370 Description of Specimen After Test Columnar (Include Photograph ID No.) MP-107 L3-15 BG after test (2).JPG Uniaxial Compressive Strength, (psi) 8100 Tested by I Date MEH 1-30-14 111 Elf I }:st/fl(
Reviewed by I Date TL 1-31-14 ./(j! d~tft-4 Notes:
Approval to proceed with testing provided by Post-Test Photo:
Mr. John Damm with Bechtel on 1-29-14.
Equipment Used ID No. Calibration Due Loadin g Device CLT-0004 5/22/14 Thermometer CLT-0555 9/19/14 Bearing Blocks CLT-0054 2/3/14 Bearing Surfa ce CLT-0716 5/26/14 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.1-12 of 68
ame 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 1-30-14 Project Name Clinch River SMR Project No. 6468-13-1072 Boring No. & Run No. Boring No. : MP-109 Run No.: N/A Sample No. L3-16-BG Sample Depth, (ft) 88.0 -88.8 lithologic Sample Description See Boring Log Load Direction (with respect to lithology) Vertical Moisture Condition at Time of Test Laboratory Air-Dry Average Diameter from Dimension Log, (in.) 2.40 Average Length from Dimension Log, (in) 5.40 Mass from Dimension Log, (g) 1077.90 Conforms to ASTM D4543 Dimensional No, see Dimension Log Requirements? If no, explain below.
Temperature at Time of Test Room temperature ( 72.4°F)
Loading Rate, (lblsec) 160 Maximum Load, (lb) 28820 Description of Specimen After Test Shear with columnar (Include Photograph ID No.) MP-109 L3-16 BG after test (2).JPG Uniaxial Compressive Strength, (psi) 6376 Tested by I Date MEH 1-30-14 /Ytr?ll- 1}31/t'J Reviewed by I Date TL 1-31-14 ~ d-:!.1/lf Notes:
Approval to proceed with testing provided by Post-Test Photo:
Mr. John Damm with Bechtel on 1-29-14.
Equipment Used ID No. Calibration Due Loading Device CLT-0004 5/22/14 Thermometer CLT-0555 9/19/14 Bearing Blocks CLT-0054 2/3/14 Bearing Surface CLT-0716 5/26/14 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.1-13 of 68
ame 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 1-30-14 Project Name Clinch River SMR Project No. 6468-13-1072 Boring No. & Run No. Boring No.: MP-109 Run No.: NIA Sample No. L3-18-BG Sample Depth, (ft) 151.8- 152.8 Lithologic Sample Description See Boring Log Load Direction (with respect to lithology) Vertical Moisture Condition at Time of Test Laboratory Air-Dry Average Diameter from Dimension Log, (in.) 2.39 Average Length from Dimension log, (in) 5.38 Mass from Dimension Log, (g) 1071.13 Conforms to ASTM D4543 Dimensional No, see Dimension Log Requirements? If no, explain below.
Temperature at Time of Test Room temperature ( 72.3"F )
loading Rate, (lblsec) 160 Maximum load, (lb) 32510 Description of Specimen After Test Shear with columnar (Include Photograph ID No.) MP-109 L3-18 BG after test (3).JPG Uniaxial Compressive Strength, (psi) 7241 Tested by I Date MEH 1-30-14 mef/1/31}1'-/
Reviewed by I Date TL 1-31-14 ...-.-;:! d ::.1 II +
Notes:
Approval to proceed with testing provided by Post-Test Photo:
Mr. John Damm with Bechtel on 1-29-14.
Equipment Used ID No. Calibration Due Loading Device CLT-0004 5122114 Thermometer CLT-0555 9119114 Bearing Blocks CLT-0054 213114 Bearing Surface CLT-0716 5126114 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.1-14 of 68
ame 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 12-19-13 Project Name Clinch River SMR Project No. 6468-13-1072 Boring No. & Run No. Boring No.: MP-110 Run No.: N/A Sample No. L2-2 BCG Sample Depth, (ft) 76.7'-77.5' Lithologic Sample Description See Boring Log Load Direction (with respect to lithology) Vertical Moisture Condition at Time of Test Laboratory Air-Dry Average Diameter from Dimension Log, (in.) 2.40 Average Length from Dimension Log, (in) 5.03 Mass from Dimension Log, (g) 1004.49 Conforms to ASTM D4543 Dimensional Yes, see Dimension Log Requirements? If no, explain below.
Temperature at Time of Test Room temperature ( 73.3°F) loading Rate, {lb/sec) 130 Maximum Load, {lb) 22050 Description of Specimen After Test Shear/ columnar between planes (Include Photograph JD No.) MP-110 L2-2 BCG aftertest.JPG Uniaxial Compressive Strength, (psi) 4878 Tested by I Date MEH 12-19-13 (YIEif I/11 /t tj Reviewed by I Date TL 12-20-13 ~ d1.3/i.4 I
Notes:
Post-Test Photo:
Equipment Used IDNo. Calibration Due Loading Device CLT-0004 5/22/14 Thermometer CLT-0555 9/19/14 Bearing Blocks CLT-0054 2/3/14 Bearing Surface CLT-0716 1/25/14 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.1-15 of 68
ame 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 12-26-13 Project Name Clinch River SMR Project No. 6468-13-1072 Boring No. & Run No. Boring No. : MP-110 Run No.: N/A Sample No. L2-3 BG Sample Depth, (ft) 119.0'-120.9' Lithologic Sample Description See Boring Log Load Direction (with respect to lithology) Vertical Moisture Condition at Time of Test Laboratory Air-Dry Average Diameter from Dimension Log, (in.) 2.40 Average Length from Dimension Log, (in) 5.65 Mass from Dimension Log, (g) 1131.74 Conforms to ASTM D4543 Dimensional No, see Dimension Log Requirements? If no, explain below.
Temperature at Time of Test Room temperature ( 71.4"F)
Loading Rate, (lblsec) 130 Maximum Load, (lb) 28500 Description of Specimen After Test Columnar/ shear on planes (Include Photograph ID No.) MP-110 L2-3 BG after testing (2).JPG Uniaxial Compressive Strength, (psi) 6305 Tested by I Date MEH 12-26-13 W1 f; It I I 1*/1 '(
Reviewed by I Date TL 1-3-14 r;-.;£ )11:1 h4 I Notes:
Approval to proceed with testing provided by Post-Test Photo:
Mr. John Damm with Bechtel on 12-16-13.
Equipment Used IDNo. Calibration Due Loading Device CLT-0004 5/22/14 Thermometer CLT-0555 9/19/14 Bearing Blocks CLT-0054 2/3/14 Bearing Surface CLT-0716 1/25/14 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.1-16 of 68
ame 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 12-26-13 Project Name Clinch River SMR Project No. 6468-13-1072 Boring No. & Run No. Boring No.: MP-113 Run No.: N/A Sample No. L2-5 BCG Sample Depth, (ft) 51.1'-51 .7' Lithologic Sample Description See Boring Log Load Direction (with respect to lithology) Vertical Moisture Condition at Time of Test Laboratory Air-Dry Average Diameter from Dimension Log, (in.) 2.40 Average Length from Dimension Log, (in) 5.70 Mass from Dimension Log, (g) 1139.03 Conforms to ASTM D4543 Dimensional No, see Dimension Log Requirements? If no, explain below.
Temperature at Time of Test Room temperature ( 71.4*F)
Loading Rate, (lb/sec) 130 Maximum Load, (lb) 43660 Description of Specimen After Test Shear (Include Photograph ID No.) MP-113 L2-5 BCG after testing.JPG Uniaxial Compressive Strength, (psi) 9659 Tested by I Date MEH 12-26-13 tn.elf */n//4 Reviewed by I Date TL 1-3-14 ~ I113L1-!
Notes:
Approval to proceed with testing provided by Post-Test Photo:
Mr. John Damm with Bechtel on 12-23-13.
Equipment Used IDNo. Calibration Due Loading Device CLT-0004 5/22114 Thermometer CLT-0555 9/19114 Bearing Blocks CLT-0054 2/3/14 Bearing Surface CLT-0716 1/25114 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.1-17 of 68
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 12-26-13 Project Name Clinch River SMR Project No. 6468-13-1072 Boring No. & Run No. Boring No.: MP-121 Run No.: N/A Sample No. L2-10 BG Sample Depth, (ft) 80 .6' -81.8' Lithologic Sample Description See Boring Log Load Direction (with respect to lithology) Vertical Moisture Condition at Time of Test Laboratory Air-Dry Average Diameter from Dimension Log, (in.) 2.41 Average Length from Dimension Log, (in) 5.13 Mass from Dimension Log, (g) 1025.09 Conforms to ASTM D4543 Dimensional No, see Dimension Log Requirements? If no, explain below.
Temperature at Time of Test Room temperature ( 71.7"F)
Loading Rate, (lb/sec) 130 Maximum Load, (lb) 11030 Description of Specimen After Test Shear (Include Photograph ID No.) MP-121 L2-10 BG after t est (3).JPG Uniaxial Compressive Strength, (psi) 2419 Tested by I Date MEH 12-26-13 ll\f:tf 1/11/ ll-(
Reviewed by I Date TL 1-3-14 ~ */13(/f Notes:
Approval to proceed with testing provided by Mr. John Damm with Bechtel on 12-23-13.
Rock core failed along highlighted plane (photo).
Equipment Used IDNo. Calibration Due Loading Device CLT-0004 5/22/14 Thermomet er CLT-0555 9/19/14 Bea ring Blocks CLT-0054 2/3/14 Bearing Surface CLT-0716 1/25/14 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.1-18 of 68
ame 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 1-30-14 Project Name Clinch River SMR Project No. 6468-13-1072 Boring No. & Run No. Boring No.: MP-122 Run No. : NIA Sample No. L3-30-BG Sample Depth, (ft) 63.1-64.3 Lithologic Sample Description See Boring Log Load Direction (with respect to lithology) Vertical Moisture Condition at Time of Test Laboratory Air-Dry Average Diameter from Dimension Log, (in.) 2.40 Average Length from Dimension Log, (in) 5.22 Mass from Dimension Log, (g) 1050.92 Conforms to ASTM D4543 Dimensional No, see Dimension Log Requirements? If no, explain below.
Temperature at Time of Test Room temperature ( 72.3°F)
Loading Rate, {lblsec) 160 Maximum Load, (lb) 31110 Description of Specimen After Test Columnar with slight shear (Include Photograph ID No.) MP-122 L3-30 BG after test (2) .JPG Uniaxial Compressive Strength, (psi) 6883 Tested by I Date MEH 1-30-14 meN- 'h' /1tt Reviewed by I Date TL 1-31-14 ,-a l[ltlt+
Notes:
Approval to proceed with testing provided by Post-Test Photo:
Mr. John Damm with Bechtel on 1-29-14.
Equipment Used ID No. Calibration Due Loading Device CLT-0004 5122114 Thermometer CLT-0555 9119114 Bearing Blocks CLT-0054 213114 Bearing Surface CL T-0716 5126114 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.1-19 of 68