ML19030A993
| ML19030A993 | |
| 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: ML19030A993 (12) | |
Text
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-401 Run No.: N/A Sample No. L3 BG Sample Depth, (ft) 148.4- 149.8 Lithologic Sample Description See Boring Log Load Direction (with respect to lithology) Vertica l Moisture Condition at Time of Test Laboratory Air-Dry Average Diameter from Dimension Log, (in.) 2.40 Average Length from Dimension Log, (in) 5.76 Mass from Dimension Log, (g) 1196.70 Conforms to ASTM D4543 Dimensional No, see Dimension Log Requirements? If no, explain below.
Temperature at Time of Test Room temperature ( 72.1°F)
Loading Rate, (lb/sec) 160 Maximum Load, (lb) 139130 Description of Specimen After Test Comp lete break (Include Photograph ID No.) MP-401 L3-59 BG after test.JPG Uniaxial Compressive Strength, (psi) 30,781 Tested by I Date MEH 1-30-14 "'ctf r}>t/llf Reviewed by I Date TL 1-31-14 ~ lhd\-\
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.1-57 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-415 Run No.: N/A Sample No. L3-61-BG Sample Depth, (ft) 23.3-24.1 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) 5.52 Mass from Dimension Log, (g) 1042.52 Conforms to ASTM D4543 Dimensional No, see Dimension Log Requirements? If no, explain below.
Temperature at Time of Test Room temperature ( 71.3°F )
Loading Rate, (lb/sec) 160 Maximum Load, (lb) 18340 Description of Specimen After Test Shear (Include Photograph ID No.) MP-415 L3-61 BG after test (3).JPG Uniaxial Compressive Strength, (psi) 4085 Tested by I Date MEH 1-30-14 Mel/- t/Jl /111./
Reviewed by I Date TL 1-31-14 -;1. d~\ l~
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 9119/14 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.1-58 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-415 Run No. : N/A Sample No. L3-65-BG Sample Depth, (ft) 113.5- 114.5 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) 4.96 Mass from Dimension Log, (g) 981.71 Conforms to ASTM D4543 Dimensional No, see Dimension Log Requirements? If no, explain below.
Temperature at Time of Test Room temperature ( 72.0°F)
Loading Rate, {lb/sec) 160 Maximum Load, (lb) 15780 Description of Specimen After Test Columnar with shear (Include Photograph ID No.) MP-415 L3-65 BG after test (3).JPG Uniaxial Compressive Strength, (psi) 3491 Tested by I Date MEH 1-30-14 meJI. 11-;, jtf Reviewed by I Date TL 1-31-14 -It- I ~I \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 Loading Device CLT-0004 5/22/14 Th ermometer 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.1-59 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-416 Run No .: N/A Sample No. L3-70-BG Sample Depth, (ft) 215.4- 216.4 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) 5.40 Mass from Dimension Log, (g) 1073.21 Conforms to ASTM D4543 Dimensional No, see Dimension Log Requirements? If no, explain below.
Temperature at Time of Test Room temperature ( 71.5°F )
Loading Rate, (lblsec) 160 Maximum Load, (lb) 24510 Description of Specimen After Test Shear (Include Photograph ID No.) MP-416 L3-70 BG after t est (2).JPG Uniaxial Compressive Strength, (psi) 5459 Tested by I Date MEH 1-30-14 i'YI er+ 1/51 J;tr Reviewed by I Date TL 1-31-14 ~ d:ldl~
I 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 Bearin g Blocks CLT-0054 2/ 3/14 Bearing Surface CLT-0716 5/ 26/ 14 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.1-60 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 1-7-14 Project Name Clinch River SMR Project No. 6468-13-1072 Boring No. & Run No. Boring No.: MP-419 Run No.: N/A Sample No. L2-37 BCG Sample Depth, (ft) 115.6'- 116.4' 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) 5.36 Mass from Dimension Log, (g) 1116.26 Conforms to ASTM D4543 Dimensional No, see Dimension Log Requirements? If no, explain below.
Temperature at Time of Test Room temperature ( 66.4*F)
Loading Rate, (lblsec) 130 Maximum Load, (lb) 75310 Description of Specimen After Test Columnar (Include Photograph ID No.) MP-419 L2-37 BCG after test.JPG Uniaxial Compressive Strength, (psi) 16,662 Tested by I Date GW 1-7-14 G-lv ol/13/-l.
Reviewed by I Date TL 1-10-14 ~.:!' 1 I J3lt4 I
Notes:
Approval to proceed with testing provided by Post-Test Photo:
Mr. John Damm with Bechtel on 1-6-14.
Equipment Used ID No. Calibration Due Loading Device CLT-0004 5/22/14 Th ermometer 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.1-61 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 1-7-14 Project Name Clinch River SMR Project No. 6468-13-1072 Boring No. & Run No. Boring No.: MP-419 Run No.: N/A Sample No. L2-39 BG Sample Depth, (ft) 170.1'- 170.6' 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) 4.81 Mass from Dimension Log, (g) 1008.96 Conforms to ASTM D4543 Dimensional No, see Dimension Log Requirements? If no, explain below.
Temperature at Time of Test Room temperature ( 65SF)
Loading Rate, (lblsec) 130 Maximum Load, (lb) 84390 Description of Specimen After Test No Remaining Pieces (Include Photograph ID No.) MP-419 L2-39 BG before.JPG Uniaxial Compressive Strength, (psi) 18670 Tested by I Date GW 1-7-14 (ri..J ()/It"$ /fL(
Reviewed by I Date TL 1-10-14 /,~ t/ 13114 I
Notes:
Approval to proceed with testing provided by Pre-Test Photo:
Mr. John Damm with Bechtel on 1-6-14.
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.1-62 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 1-27-14 Project Name Clinch River SMR Project No. 6468-13-1072 Boring No. & Run No. Boring No.: MP-423 Run No.: NIA Sample No. L7-29-BG Sample Depth, (ft) 65.2-66.1 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) 5.27 Mass from Dimension Log, (g) 1013.19 Conforms to ASTM D4543 Dimensional No, see Dimension Log Requirements? If no, explain below.
Temperature at Time of Test Room temperature ( 72.7"F )
Loading Rate, (lblsec) 160 Maximum Load, (lb) 33680 Description of Specimen After Test Shear along planes (Include Photograph ID No.) MP-423 L7-29 BG after test (2).JPG Uniaxial Compressive Strength, (psi) 7569 Tested by I Date MEH 1-27-14 nter.f r/':1~/rr Reviewed by I Date TL 1-30-14 ~;j_ t/lo/14 Notes:
Approval to proceed with testing provided by Post-Test Photo:
Mr. John Damm with Bechtel on 1-27-14.
Equipment Used ID No. Calibration Due Loading Device CLT-0004 5122114 Thermometer CLT-0555 9119/14 Bearing Blocks CLT-0054 213114 Bearing Surface CLT-0716 5126114 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.1-63 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 1-27-14 Project Name Clinch River SMR Project No. 6468-13-1072 Boring No. & Run No. Boring No. : MP-423 Run No. : N/A Sample No. L7-30-BG Sample Depth, (ft) 72.6-73.5 Lithologic Sample Description See Boring Log Load Direction (with respect to lithology) Vertica l Moisture Condition at Time of Test Laboratory Air-Dry Average Diameter from Dimension Log, (in.) 2.37 Average Length from Dimension Log, (in) 5.12 Mass from Dimension Log, (g) 979.24 Conforms to ASTM D4543 Dimensional No, see Dimen sion Log Requirements? If no, explain below.
Temperature at Time of Test Room temperature ( 72.8*F )
Loading Rate, (lblsec) 160 Maximum Load, (lb) 35280 Description of Specimen After Test Shear (Include Photograph ID No.) MP-423 L7-30 BG after test(2).JPG Uniaxial Compressive Strength, (psi) 8000 Tested by I Date MEH 1-27-14 lf)v/- 1/Y /I'f Reviewed by I Date TL 1-30-14 /,;f. 1/3okf I
Notes:
Approval to proceed with testing provided by Post-Test Photo:
Mr. John Damm with Bechtel on 1-27-14.
Equipment Used ID No. Calibration Due Loadin g Device CLT-0004 5/22/14 Thermometer CLT-0555 9119114 Bea ring Blocks CLT-0054 213114 Bearing Surface CLT-0716 5/ 26/14 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.1-64 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 1-27-14 Project Name Clinch River SMR Project No. 6468-13-1072 Boring No. & Run No. Boring No.: MP-423 Run No.: N/A Sample No. L7-33-BCG Sample Depth, (ft) 121.5 - 122.6 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) 5.13 Mass from Dimension Log, (g) 1019.11 Conforms to ASTM D4543 Dimensional No, see Dimension Log Requirements? If no, explain below.
Temperature at Time of Test Room temperature ( 72SF )
Loading Rate, (lblsec) 160 Maximum Load, (lb) 44620 Description of Specimen After Test Shear
{Include Photograph ID No.) MP-423 L7-33 BCG after test(3).JPG Uniaxial Compressive Strength, (psi) 9872 Tested by I Date MEH 1-27-14 me-u 1J-n Jtlf Reviewed by I Date TL 1-30-14 ,/('rf- */J.o/,4 I
Notes:
Approval to proceed with testing provided by Post-Test Photo:
Mr. John Damm with Bechtel on 1-27-14.
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.1-65 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 1-27-14 Project Name Clinch River SMR Project No. 6468-13-1072 Boring No. & Run No. Boring No .: MP-423 Run No.: NIA Sample No. L7-34-BG Sample Depth, (ft) 134.2- 135.2 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) 5.46 Mass from Dimension Log, (g) 1078.01 Conforms to ASTM D4543 Dimensional No, see Dimension Log Requirements? If no, explain below.
Temperature at Time of Test Room temperature ( 72SF )
Loading Rate, (lblsec) 160 Maximum Load, (lb) 20020 Description of Specimen After Test Shear along planes (Include Photograph ID .No.) MP-423 L7-34 BG after test (2).JPG Uniaxial Compressive Strength, (psi) 4459 Tested by I Date MEH 1-27-14 1/]o/llf Reviewed by I Date TL 1-30-14 /(~ tllofr~
Notes:
Approval to proceed with testing provided by Post-Test Photo:
Mr. John Damm with Bechtel on 1-27-14.
Equipment Used 1D No. Calibration Due Load ing 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.1-66 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 1-27-14 Project Name Clinch River SMR Project No. 6468-13-1072 Boring No. & Run No. Boring No.: MP-423 Run No.: NIA Sample No. L7-37-BG Sample Depth, (ft) 299.3- 300.7 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) 5.43 Mass from Dimension Log, (g) 1135.41 Conforms to ASTM D4543 Dimensional No, see Dimension Log Requirements? If no, explain below.
Temperature at Time of Test Room temperature ( 72.7"F)
Loading Rate, (lblsec) 160 Maximum Load, (lb) 103490 Description of Specimen After Test Complete break (Include Photograph JD No.) MP-423 L7-37 BG after test.JPG Uniaxial Compressive Strength, (psi) 22,896 Tested by I Date MEH 1-27-14 lV1 e.H lht;/1'1 Reviewed by I Date TL 1-30-14 ./1::1 1/:Jo/1-+
Notes:
Approval to proceed with testing provided by Post-Test Photo:
Mr. John Damm with Bechtel on 1-27-14.
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.1-67 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.: CC-B2 Run No. : NIA Sample No. L7-39-BG Sample Depth, (ft) 161.6 - 162.4 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) 5.34 Mass from Dimension Log, (g) 1026.82 Conforms to ASTM D4543 Dimensional No, see Dimension Log Requirements? If no, explain below.
Temperature at Time of Test Room temperature ( 71.6°F )
Loading Rate, {lblsec) 160 Maximum Load, {lb) 3550 Description of Specimen After Test Shear along planes (Include Photograph ID No.) CC-B2 L7-39 BG after test (2).JPG Uniaxial Compressive Strength, (psi) 791 Tested by I Date MEH 1-30-14 diE/+ ijqt{/lf Reviewed by I Date TL 1-31-14 /'il d'3dlo4-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.1-68 of 68