ML18003B017
| ML18003B017 | |
| 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: ML18003B017 (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 Clinch River Data Report Rev. 4 CRP-1112.16 Page G1 of 1 a me
APPENDIX G.1 -Unconfined Compressed Test Results Clinch River Data Report Rev. 4 CRP-1112.16 Page G.1-1 of 68 No Change for Rev. 4
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 Davie with Bechtel on 10-22-13 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.1-2 of 68 10-22-13 Clinch River SMR 6468-13-1072 Boring No.: MP-101 Run No.: N/A L1-1 BG 48.6' -50.1' See Boring Log Vertical Laboratory Air-Dry 2.38 5.57 1086.80 No, see Dimension Log Room temperature ( 71 oF) 160 10220 Columnar MP-101 L1-1 AfterTesting.JPG 2297 MEH 10-22-13 mtd-1 1 /u/tt(
TL 10-24-13
/'i1/.
I J 13 ),-4; 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)
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 11-5-13 Equipment Used Loading Device Thermometer Bearing Blocks Bearing Surface Clinch River Data Report Rev. 4 CRP-1112.16 Page G.1-3 of 68 IDNo.
CLT-0004 CLT-0555 CLT-0054 CLT-0716 11-5-13 Clinch River SMR 6468-13-1072 Boring No.: MP-101 L1-2}G ~.¥4/t.~t 66.1' -67.3' See Boring Log Vertical Laboratory Air-Dry 2.38 5.42 900.35 No, see Dimension Log Room temperature ( 72.6°F) 100 25180 Columnar MP-101 L1-2 G after test.JPG 5658 MEH 11-5-13 TL 11-27-13 Calibration Due 5/22/14 9/19/14 2/3/14 1/25/14 Page 1 of 1 Run No.: N/A Post-Test Photo:
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 Davie with Bechtel on 11-5-13 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.1-4 of68 11-5-13 Clinch River SMR 6468-13-1072 Boring No.: MP-101 Run No.: N/A L1-4 G 127.2'-128.1' See Boring Log Vertical Laboratory Air-Dry 2.38 4.65 914.88 No, see Dimension Log Room temperature ( 72.9*F) 100 10580 Shear MP-101 L1-4 G after test.JPG 2378 MEH 11-5-13 rvl ~If I /11/ Jl.f TL 11-27-13
/(';f._ 1/tl/1-4 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 Davie with Bechtel on 11-15-13 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.1-5 of 68 11-15-13 Clinch River SMR 6468-13-1072 Boring No.: MP-101 Run No.: N/A L1-5 BCG 148.7'-149.7' See Boring Log Vertical Laboratory Air-Dry 2.39 4.86 964.26 No, see Dimension Log Room temperature ( 70.6*F) 100 31430 Columnar MP-101 L1-5 BCG after test.JPG 7000 MEH 11-15-13 me~+ 1/J*/t<f TL 11-27-13 /111-.}t3}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 Davie with Bechtel on 11-5-13 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.1-6 of 68 11-5-13 Clinch River SMR 6468-13-1072 Boring No.: MP-101 Run No.: N/A L1-6 G 186.6'-187.5' See Boring Log Vertical Laboratory Air-Dry 2.39 4.71 914.88 No, see Dimension Log Room temperature ( 72.2°F) 100 17180 Shear MP-101 L1-6-G after test (2).JPG 3826 MEH 11-5-13
~neu.-, 1, j1v TL 11-27-13 ~
'i_r~Lt-+
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 Davie with Bechtel on 11-5-13 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.1-7 of 68 11-5-13 Clinch River SMR 6468-13-1072 Boring No.: MP-101 Run No.: N/A L1-8 BG 251.8' -253.6' See Boring Log Vertical Laboratory Air-Dry 2.39 5.50 926.60 No, see Dimension Log Room temperature ( 72.9"F) 100 56920 Columnar MP-101 L1-8 BG after test (2).JPG 12677 MEH 11-5-13
\\')'leU I /ll{ty TL 11-27-13 /,;f. 1/13/1-\\
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}
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 Davie with Bechtel on 11-15-13 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.1-8 of 68 11-15-13 Clinch River SMR 6468-13-1072 Boring No.: MP-101 L1-9 G 272.9' -273.6' See Boring Log Vertical Laboratory Air-Dry 2.40 5.37 1063.75 No, see Dimension Log Room temperature ( 70.7"F )
100 72280 Columnar M P-101 L1-9 G after test.J PG 15991 MEH 11-15-13 y 1/ r* /ll(
TL11-27-13 /(';/_ t/13/14 Calibration Due 5/22/14 9/19/14 2/3/14 1/25/14 Page 1 of 1 Run No.: N/A Post-Test Photo:
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 11-15-13 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.1-9 of 68 11-15-13 Clinch River SMR 6468-13-1072 Boring No.: MP-101 Run No.: NIA L1-11 BG 351.9' -353.1' See Boring Log Vertical Laboratory Air-Dry 2.39 5.18 1027.75 No, see Dimension Log Room temperature ( 7l.O"F) 130 51390 Columnar MP-101 L1-11 BG after test.JPG 11445 MEH 11-15-13 wVte.'f+ 1/11(/~
Tl11-27-13 ~
l)t3}14 I
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:
Approval to proceed with testing provided by Mr. John Davie with Bechtel on 11-15-13 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.1-10 of 68 11-15-13 Clinch River SMR 6468-13-1072 Boring No.: MP-101 Run No.: N/A L1-12 G 396.9' -397.9' See Boring Log Vertical Laboratory Air-Dry 2.39 4.61 913.70 No, see Dimension Log Room temperature ( 70.5"F) 130 23000 Columnar/ slight shear MP-101 L1-12 G after test (2).JPG 5122 MEH 11-15-13 fYIB"LI 1/n/ 11.(
TL 11-27-13
~£ 1}13./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, (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 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 PageG.1-11 of68 11-22-13 Clinch River SMR 6468-13-1072 Boring No.: MP-101 Run No.: N/A L1-14 BG 498.2' -499.0' See Boring Log Vertical Laboratory Air-Dry 2.39 5.01 995.47 No, see Dimension Log Room temperature ( 68.3*F) 130 23360 Columnar MP-101 L1-14 BG After Test (3).JPG 5203 MEH 11-22-13 tt-t elf rf, / fJ1 TL 11-27-13
,.-.-,J;_ lj_ 13 [11-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 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.1-12 of 68 1-30-14 Clinch River SMR 6468-13-1072 Boring No.: MP-107 Run No.: N/A L3-15-BG 159.6-160.7 See Boring Log Vertical Laboratory Air-Dry 2.39 5.69 1123.17 No, see Dimension Log Room temperature ( 72.0°F )
160 36370 Columnar MP-107 L3-15 BG after test (2).JPG 8100 MEH 1-30-14 111 Elf I }:st/fl(
TL 1-31-14./(j! d~tft-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.1-13 of 68 1-30-14 Clinch River SMR 6468-13-1072 Boring No.: MP-109 Run No.: N/A L3-16-BG 88.0 -88.8 See Boring Log Vertical Laboratory Air-Dry 2.40 5.40 1077.90 No, see Dimension Log Room temperature ( 72.4°F) 160 28820 Shear with columnar MP-109 L3-16 BG after test (2).JPG 6376 MEH 1-30-14 /Ytr?ll-1}31/t'J TL 1-31-14 ~
d-:!.1/lf 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.1-14 of 68 1-30-14 Clinch River SMR 6468-13-1072 Boring No.: MP-109 Run No.: NIA L3-18-BG 151.8-152.8 See Boring Log Vertical Laboratory Air-Dry 2.39 5.38 1071.13 No, see Dimension Log Room temperature ( 72.3"F )
160 32510 Shear with columnar MP-109 L3-18 BG after test (3).JPG 7241 MEH 1-30-14 mef/1/31}1'-/
TL 1-31-14
...-.-;:! d ::.1 II +
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, {lb/sec)
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:
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.1-15 of 68 12-19-13 Clinch River SMR 6468-13-1072 Boring No.: MP-110 Run No.: N/A L2-2 BCG 76.7'-77.5' See Boring Log Vertical Laboratory Air-Dry 2.40 5.03 1004.49 Yes, see Dimension Log Room temperature ( 73.3°F) 130 22050 Shear/ columnar between planes MP-110 L2-2 BCG aftertest.JPG 4878 MEH 12-19-13 (YIEif I /11 /t tj TL 12-20-13 ~
d1.3/i.4 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.1-16 of 68 12-26-13 Clinch River SMR 6468-13-1072 Boring No.: MP-110 Run No.: N/A L2-3 BG 119.0'-120.9' See Boring Log Vertical Laboratory Air-Dry 2.40 5.65 1131.74 No, see Dimension Log Room temperature ( 71.4"F) 130 28500 Columnar/ shear on planes MP-110 L2-3 BG after testing (2).JPG 6305 MEH 12-26-13 W1 f; It I I 1*/1 '(
TL 1-3-14 r;-.;£ ) 11:1 h4 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 12-23-13.
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.1-17 of 68 12-26-13 Clinch River SMR 6468-13-1072 Boring No.: MP-113 Run No.: N/A L2-5 BCG 51.1'-51.7' See Boring Log Vertical Laboratory Air-Dry 2.40 5.70 1139.03 No, see Dimension Log Room temperature ( 71.4*F) 130 43660 Shear MP-113 L2-5 BCG after testing.JPG 9659 MEH 12-26-13 tn.elf */n//4 TL 1-3-14
~
I113L1-!
Post-Test Photo:
Calibration Due 5/22114 9/19114 2/3/14 1/25114
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 12-23-13.
Rock core failed along highlighted plane (photo).
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.1-18 of 68 12-26-13 Clinch River SMR 6468-13-1072 Boring No.: MP-121 Run No.: N/A L2-10 BG 80.6' -81.8' See Boring Log Vertical Laboratory Air-Dry 2.41 5.13 1025.09 No, see Dimension Log Room temperature ( 71.7"F) 130 11030 Shear MP-121 L2-10 BG after test (3).JPG 2419 MEH 12-26-13 ll\\f:tf 1/11/ ll-(
TL 1-3-14 ~
- /13(/f 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 1-29-14.
Equipment Used ID No.
Loading Device CLT-0004 Thermometer CLT-0555 Bearing Blocks CLT-0054 Bearing Surface CL T-0716 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.1-19 of 68 1-30-14 Clinch River SMR 6468-13-1072 Boring No.: MP-122 Run No.: NIA L3-30-BG 63.1-64.3 See Boring Log Vertical Laboratory Air-Dry 2.40 5.22 1050.92 No, see Dimension Log Room temperature ( 72.3°F) 160 31110 Columnar with slight shear MP-122 L3-30 BG after test (2).JPG 6883 MEH 1-30-14 meN- 'h' /1tt TL 1-31-14
,-a l[ltlt+
Post-Test Photo:
Calibration Due 5122114 9119114 213114 5126114