ML19030A992
| ML19030A992 | |
| 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: ML19030A992 (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:
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.146 of 68 12-31-13 Clinch River SMR 6468-13-1072 Boring No.: MP-218 Run No.: N/A CL9-6-ABG 67.8'-68.8' See Boring Log Vertical Laboratory Air-Dry 2.41 5.40 1078.76 No, see Dimension Log Room temperature ( 70.0"F) 130 14460 Shear MP-218 CL9-6-ABG after test (2).JPG 3171 MEH 12-31-13
,.-! ~li-ljJI /ltJ TL 1-2-14
/(£_ d13h-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:
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.1-47 of 68 12-27-13 Clinch River SMR 6468-13-1072 Boring No.: MP-218 Run No.: N/A CL9-2-ABG 71.3'-72.3' See Boring Log Vertical Laboratory Air-Dry 2.41 5.70 1135.52 No, see Dimension Log Room temperature ( 71.2"F) 130 13380 Columnar MP-218 CL9-2-ABG after test.JPG 2934 MEH 12-27-13 Ml?~ 1/11/1'1 TL 1-2-14
/r:! 1]13h+
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 0 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.1-48 of 68 12-31-13 Clinch River SMR 6468-13-1072 Boring No.: MP-218 Run No.: N/A CL9-7-ABG 72.3' -73.3' See Boring Log Vertical Laboratory Air-Dry 2.40 5.49 1098.96 No, see Dimension Log Room temperature ( 70.1*F) 130 20270 Shear/ slight columnar MP-218 CL9-7-ABG after test (2).JPG 4485 MEH 12-31-13 WIE'II-I/1>/IL.f TL 1-2-14
~l/13h+
Post-Test Photo:
Calibration Due 5/22/14 9/19/14 213114 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.149 of 68 12-27-13 Clinch River SMR 6468-13-1072 Boring No.: MP-218 Run No.: NIA CL9-3-ABG 79.5' -80.5' See Boring Log Vertical Laboratory Air-Dry 2.39 5.68 1125.17 No, see Dimension Log Room temperature ( 70.1.F) 130 5090 Shear MP-218 CL9-3-ABG after test.JPG 1134 MEH 12-27-13 mell t/11/tlf TL 1-2-14 r~J: 1lt3}1-+
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, (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.1-50 of 68 12-31-13 Clinch River SMR 6468-13-1072 Boring No.: MP-218 Run No.: N/A CL9-8-ABG 80.5' -81.5' See Boring Log Vertical Laboratory Air-Dry 2.40 5.58 1107.86 No, see Dimension Log Room temperature ( 70.4.F) 130 9280 Shear MP-218 CL9-8-ABG after test (2).JPG 2053 MEH 12-31-13 IVI~U I I lit 1'-J TL 1-2-14 ~
"'3 l""r 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.1-51 of 68 12-27-13 Clinch River SMR 6468-13-1072 Boring No.: MP-218 Run No.: N/A CL9-4-ABG 85.3' -86.3' See Boring Log Vertical Laboratory Air-Dry 2.40 5.74 1150.62 No, see Dimension Log Room temperature ( 69SF) 130 17610 Columnar MP-218 CL9-4-ABG after test.JPG 3896 MEH 12-27-13 l'tlifl-I j 1J /t C(
TL 1-2-14 /fl' "\\3fl+
I Post-Test Photo:
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Calibration Due 5/22/14 9/19/14 2/3/14 1/25/14 t
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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.1-52 of 68 12-31-13 Clinch River SMR 6468-13-1072 Boring No.: MP-218 Run No.: N/A CL9-9-ABG 86.3' -87.3' See Boring Log Vertical Laboratory Air-Dry 2.40 5.49 1099.91 No, see Dimension Log Room temperature ( 70.4"F) 130 26340 Columnar MP-218 CL9-9-ABG after test (3).JPG 5827 MEH 12-31-13
~8.!+ t//l/t4 TL 1-2-14
,..-};/ \\lt3JI.+
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.1-53 of 68 12-27-13 Clinch River SMR 6468-13-1072 Boring No.: MP-218 Run No.: N/A CL9-5-ABG 90.3' -91.3' See Boring Log Vertical Laboratory Air-Dry 2.40 5.73 1138.99 No, see Dimension Log Room temperature ( 69.6"F) 130 13890 Columnar/ slight shear MP-218 CL9-5-ABG after test (2).JPG 3073 MEH 12-27-13 me.H-1jujJ'-/
TL 1-2-14 ~
tltl/\\+
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:
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.1-54 of 68 12-31-13 Clinch River SMR 6468-13-1072 Boring No.: MP-218 Run No.: N/A CL9-10-ABG 91.3' -92.3' See Boring Log Vertical Laboratory Air-Dry 2.40 5.42 1075.73 No, see Dimension Log Room temperature ( 69.rF) 130 16190 Columnar MP-218 CL9-10-ABG after test (3).JPG 3582 MEH 12-31-13 WitH- */n/1'1 TL 1-2-14 r.:t'.) r.:\\l\\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 1-30-14.
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.1-55 of 68 1-30-14 Clinch River SMR 6468-13-1072 Boring No.: MP-219A Run No.: NIA L3-51-BG 134.1-134.7 See Boring Log Vertical Laboratory Air-Dry 2.39 5.50 1086.74 No, see Dimension Log Room temperature ( 72.1°F) 160 15720 Shear along weak planes MP-219A L3-51 BG after test (2).JPG 3501 MEH 1-30-14 11lt/~ I /11 111(
TL 1-31-14
~
,}~, H**_
Post-Test Photo:
Calibration Due 5122114 9119114 213114 5126114
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.1-56 of 68 1-7-14 Clinch River SMR 6468-13-1072 Boring No.: MP-220 Run No.: N/A L2-36 BG 81.3'- 82.7' See Boring Log Vertical Laboratory Air-Dry 2.38 5.36 1058.70 No, see Dimension Log Room temperature ( 66.o*F) 130 24160 Columnar/Shear MP-220 L2-36 BG after test.JPG 5429 GW 1-7-14
()..lJ a t/13 (1'-l TL 1-10-14
~
,J llht Post-Test Photo:
Calibration Due 5/22/14 9/19/14 2/3/14 1/25/14