ML19030A990
| ML19030A990 | |
| 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: ML19030A990 (11) | |
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, (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.1-35 of 68 1-7-14 Clinch River SMR 6468-13-1072 Boring No.: MP-206 Run No.: N/A L2-19 BCG 76.8'- 78.0' See Boring Log Vertical Laboratory Air-Dry 2.39 5.51 1087.03 No, see Dimension Log Room temperature ( 65.6*F )
130 35700 Shear MP-206 L2-19 BCG aftertest.JPG 7951 GW 1-7-14
&.v.,,ft31t~
TL 1-10-14
~;;!' 1 J,~h+
Post-Test Photo:
Calibration Due 5122/14 9119/14 213114 1125/14
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 1-7-14.
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.1-36 of 68 1-9-14 Clinch River SMR 6468-13-1072 Boring No.: MP-206 Run No.: NIA L2-22 BG 153.3' - 154.2' See Boring Log Vertical Laboratory Air-Dry 2.38 4.85 959.60 No, see Dimension Log Room temperature ( 71.9"F) 130 20600 Shear MP-206 L2-22 BG after test.JPG 4629 GW 1-9-14 G-\\...1'
~ tfl3/1'1 TL 1-10-14
~
1/)31\\4 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, (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.1-37 of 68 1-30-14 Clinch River SMR 6468-13-1072 Boring No.: MP-207 Run No.: NIA L3-38-BG 96.8-97.8 See Boring Log Vertical Laboratory Air-Dry 2.37 5.73 1111.41 No, see Dimension Log Room temperature ( 72.0°F) 160 43300 Columnar with shear crack MP-207 L3-38 BG after test (2).JPG 9819 MEH 1-30-14 lt1 eu-,;!., /JLI TL 1-31-14
.-,-;1-I /:~ iJ H I
Post-Test Photo:
Calibration Due 5122114 9/19/14 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:
Sample condition prior to testing approved after test by Mr. John Damm of Bechtel on 1-10-14.
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.1-38 of 68 1-7-14 Clinch River SMR 6468-13-1072 Boring No.: MP-209 Run No.: N/A L2-24 BG 81.8'- 82.3' See Boring Log Vertical Laboratory Air-Dry 2.39 4.69 931.52 No, see Dimension Log Room temperature ( 68.1 *F) 130 44500 Shear MP-209 L2-24 BG after test.JPG 9911 GW 1-7-14 6-v <!) 1 I t J/ 1'-l TL 1-10-14
...-,--d! 'h3IJ+
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 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.1-39 of 68 1-7-14 Clinch River SMR 6468-13-1072 Boring No.: MP-209 Run No.: N/A L2-25 BCG 106.9' -107.4' See Boring Log Vertical Laboratory Air-Dry 2.39 5.07 1006.12 No, see Dimension Log Room temperature ( 64.4.F) 130 23140 Shear MP-209 L2-25 BG after test (2).JPG 5154 GW 1-7-14 r>w ~rltJ(rL.t TL 1-10-14
~;:f t/,3/t+
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 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.140 of 68 1-7-14 Clinch River SMR 6468-13-1072 Boring No.: MP-209 Run No.: N/A L2-27 BCG 181.3' -182.2' See Boring Log Vertical Laboratory Air-Dry 2.40 5.35 1067.10 No, see Dimension Log Room temperature ( 65.4*F) 130 36840 Shear MP-209 L2-27 BCG after test.JPG 8150 GW 1-7-14 6-~.-V {) II fS 114 TL 1-10-14
,.,-.;t,, \\ll 1-i-I 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 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.141 of 68 1-7-14 Clinch River SMR 6468-13-1072 Boring No.: MP-209 Run No.: N/A L2-28 BG 206.0'- 206.5' See Boring Log Vertical Laboratory Air-Dry 2.40 5.52 1098.92 No, see Dimension Log Room temperature ( 64.8*F) 130 53380 Columnar MP-209 L2-28 BG after test.JPG 11810 GW 1-7-14 Cr-\\..r 1.'1 t /n/ry TL 1-10-14
,-.--.:£ dill!+
1 Post-Test Photo:
Calibration Due 5/22/14 9119/14 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 1-6-14.
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.142 of 68 1-7-14 Clinch River SMR 6468-13-1072 Boring No.: MP-209 Run No.: N/A L2-29 BCG 223.7'- 224.7' See Boring Log Vertical Laboratory Air-Dry 2.39 5.05 996.72 No, see Dimension Log Room temperature ( 65.8"F) 130 23210 Shear/Cone M P-209 L2-29 BCG after test.J PG 5169 GW 1-7-14
~tv <'11/13/1'-1 TL 1-10-14
~
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I I
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 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.143 of 68 1-7-14 Clinch River SMR 6468-13-1072 Boring No.: MP-215 Run No.: N/A l2-30 BG 17.1' -18.0' See Boring log Vertical laboratory Air-Dry 2.36 5.33 1019.25 No, see Dimension Log Room temperature ( 64.5"F) 130 22380 Shear MP-215 l2-30 BG after test.JPG 5121 GW 1-7-14
()..Lv oJ/r3/f4 Tl1-10-14
~£,_f_,3_fLf_
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 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.144 of 68 1-7-14 Clinch River SMR 6468-13-1072 Boring No.: MP-215 Run No.: N/A L2-33 BG 93.3'- 94.1' See Boring Log Vertical Laboratory Air-Dry 2.35 5.10 976.73 No, see Dimension Log Room temperature ( 65.rF) 130 30190 Shear MP-215 L2-33 BG after test.JPG 6956 GW 1-7-14 (r~.v ~Jii3/ty TL 1-10-14 r-1~ d 13114 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:
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.145 of 68 12-27-13 Clinch River SMR 6468-13-1072 Boring No.: MP-218 Run No.: N/A CL9-1-ABG 66.7'-67.7' See Boring Log Vertical Laboratory Air-Dry 2.40 5.77 1155.66 No, see Dimension Log Room temperature ( 71.2"F) 130 18470 Columnar MP-218 CL9-1-ABG after test (2).JPG 4086 MEH 12-27-13 m Elf
'/11/114 TL 1-2-14
~
"1:>1 \\ I Post-Test Photo:
Calibration Due 5/22/14 9/19/14 2/3/14 1/ 25/14