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
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 12-31-13 Project Name Clinch River SMR Project No. 6468-13-1072 Boring No. & Run No. Boring No.: MP-218 Run No.: N/A Sample No. CL9-6-ABG Sample Depth, (ft) 67.8'-68.8' Lithologic Sample Description See Boring Log Load Direction (with respect to lithology) Vertical Moisture Condition at Time of Test Laboratory Ai r-Dry Average Diameter from Dimension Log, (in.) 2.41 Average Length from Dimension Log, (in) 5.40 Mass from Dimension Log, (g) 1078.76 Conforms to ASTM D4543 Dimensional No, see Dimension Log Requirements? If no, explain below.
Temperature at Time of Test Room temperature ( 70 .0"F)
Loading Rate, (lblsec) 130 Maximum Load, (lb) 14460 Description of Specimen After Test Shear (Include Photograph ID No.) MP-218 CL9-6-ABG after test (2).JPG Uniaxial Compressive Strength, (psi) 3171 Tested by I Date MEH 12-31-13 ,.-! ~li- ljJI /ltJ Reviewed by I Date TL 1-2-14 /(£_ d13h-t 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 Su rfa ce CLT-0716 1/25/14 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.146 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 12-27-13 Project Name Clinch River SMR Project No. 6468-13-1072 Boring No. & Run No. Boring No.: MP-218 Run No.: N/A Sample No. CL9-2-ABG Sample Depth, (ft) 71.3'-72.3' 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.) 2.41 Average Length from Dimension Log, (in) 5.70 Mass from Dimension Log, (g) 1135.52 Conforms to ASTM D4543 Dimensional No, see Dimension Log Requirements? If no, explain below.
Temperature at Time of Test Room temperature ( 71.2"F)
Loading Rate, (lblsec) 130 Maximum Load, (lb) 13380 Description of Specimen After Test Columnar (Include Photograph ID No.) MP-218 CL9-2-ABG after test.JPG Uniaxial Compressive Strength, (psi) 2934 Tested by I Date MEH 12-27-13 Ml?~ 1/11/1'1 Reviewed by I Date TL 1-2-14 /r:! 1]13h+
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.1-47 of 68
ame 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 12-31-13 Project Name Clinch River SMR Project No. 6468-13-1072 Boring No. & Run No. Boring No.: MP-218 Run No.: N/A Sample No. CL9-7-ABG Sample Depth, (ft) 72.3' -73 .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) 5.49 Mass from Dimension log, (g) 1098.96 Conforms to ASTM D4543 Dimensional No, see Dimension Log Requirements? If no, explain below.
Temperature at Time of Test Room temperatu re ( 70.1*F) loading Rate, (lb/sec) 130 Maximum load, (lb) 20270 Description of Specimen After Test Shear/ slight columnar (Include Photograph ID No.) MP-218 CL9-7-ABG after test (2).JPG Uniaxial Compressive Strength, (psi) 4485 Tested by I Date MEH 12-31-13 WIE'II-I/1>/IL.f Reviewed by I Date TL 1-2-14 ~l/13h+
Notes:
Post-Test Photo:
Equipment Used IDNo. Calibration Due Loading Device CLT-0004 5/22/14 The rmom ete r CLT-0555 9/19/14 Bearing Blocks CLT-0054 213114 Bearin g Surface CLT-0716 1/25/14 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.1-48 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 12-27-13 Project Name Clinch River SMR Project No. 6468-13-1072 Boring No. & Run No. Boring No. : MP-218 Run No. : NIA Sample No. CL9-3-ABG Sample Depth, (ft) 79.5' -80.5' 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) 5.68 Mass from Dimension Log, (g) 1125.17 Conforms to ASTM D4543 Dimensional No, see Dimension Log Requirements? If no, explain below.
Temperature at Time of Test Room temperature ( 70.1.F)
Loading Rate, (lblsec) 130 Maximum Load, (lb) 5090 Description of Specimen After Test Shear (Include Photograph ID No.) MP-218 CL9-3-ABG after test.JPG Uniaxial Compressive Strength, (psi) 1134 Tested by I Date MEH 12-27-13 mell t/11/tlf Reviewed by I Date TL 1-2-14 r~J: 1lt3}1-+
I Notes:
Post-Test Photo:
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.149 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 12-31-13 Project Name Clinch River SMR Project No. 6468-13-1072 Boring No. & Run No. Boring No.: MP-218 Run No.: N/A Sample No. CL9-8-ABG Sample Depth, (ft) 80.5' -81.5' 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) 5.58 Mass from Dimension Log, (g) 1107.86 Conforms to ASTM D4543 Dimensional No, see Dimension Log Requirements? If no, explain below.
Temperature at Time of Test Room temperature ( 70.4.F)
Loading Rate, (lblsec) 130 Maximum Load, (lb) 9280 Description of Specimen After Test Shear (Include Photograph ID No.) MP-218 CL9-8-ABG after test (2).JPG Uniaxial Compressive Strength, (psi) 2053 Tested by I Date MEH 12-31-13 IVI~U I I lit 1'-J Reviewed by I Date TL 1-2-14 ~ "'3 l""r 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.1-50 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 12-27-13 Project Name Clinch River SMR Project No. 6468-13-1072 Boring No. & Run No. Boring No.: MP-218 Run No.: N/A Sample No. CL9-4-ABG Sample Depth, (ft) 85.3' -86.3' 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) 5.74 Mass from Dimension Log, (g) 1150.62 Conforms to ASTM D4543 Dimensional No, see Dimension Log Requirements? If no, explain below.
Temperature at Time of Test Room temperature ( 69SF)
Loading Rate, (lblsec) 130 Maximum Load, (lb) 17610 Description of Specimen After Test Columnar (Include Photograph ID No.) MP-218 CL9-4-ABG after test.JPG Uniaxial Compressive Strength, (psi) 3896 Tested by I Date MEH 12-27-13 j l'tlifl- I 1J /tC(
Reviewed by I Date TL 1-2-14 /fl' "\3fl+ I Notes:
Post-Test Photo:
.... --~~ ..... ~
- ~ I..
I. :-,.,. :-
~l. \* *~~-'
t
- j .....
-~~--:~j; !
Equipment Used IDNo. Calibration Due ft
' ~
t.*
'-~
- II Loading Device CLT-0004 5/22/14 . I'~C1 .. . \' ~- !J.
Thermometer CLT-0555 9/19/14 *. ~'.....;f:'*;~
t(.
t1*'
Bearing Blocks CLT-0054 2/3/14 Bearing Surface CLT-0716 1/25/14 . "{
- -3.
-- . ;i -_ .. .
- ~ ~
..--.1\ '
)
- .'!.ii:.
'-~
". *q
~"'-~ . .'
- ~
Clinch River Data Report Rev. 4 CRP-1112.16 Page G.1-51 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 12-31-13 Project Name Clinch River SMR Project No. 6468-13-1072 Boring No. & Run No. Boring No. : MP-218 Run No.: N/A Sample No. CL9-9-ABG Sample Depth, (ft) 86.3' -87.3' 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) 5.49 Mass from Dimension Log, (g) 1099.91 Conforms to ASTM D4543 Dimensional No, see Dimension Log Requirements? If no, explain below.
Temperature at Time of Test Room temperature ( 70.4"F)
Loading Rate, (lb/sec) 130 Maximum Load, (lb) 26340 Description of Specimen After Test Columnar (Include Photograph ID No.) MP-218 CL9-9-ABG after test (3).JPG Uniaxial Compressive Strength, (psi) 5827 Tested by I Date MEH 12-31-13 ~8.!+ t//l/t4 Reviewed by I Date TL 1-2-14 ,..-};/ \lt3JI.+
Notes:
Post-Test Photo:
Equipment Used IDNo. Calibration Due Loading Device CLT-0004 5/2 2/14 Th ermometer 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.1-52 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 12-27-13 Project Name Clinch River SMR Project No. 6468-13-1072 Boring No. & Run No. Boring No. : MP-218 Run No.: N/A Sample No. CL9-5-ABG Sample Depth, (ft) 90.3' -91.3' 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) 5.73 Mass from Dimension Log, (g) 1138.99 Conforms to ASTM D4543 Dimensional No, see Dimension Log Requirements? If no, explain below.
Temperature at Time of Test Room temperature ( 69 .6"F)
Loading Rate, (lblsec) 130 Maximum Load, (lb) 13890 Description of Specimen After Test Columnar/ slight shear (Include Photograph ID No.) MP-218 CL9-5-ABG after test (2).JPG Uniaxial Compressive Strength, (psi) 3073 Tested by I Date MEH 12-27-13 me.H- 1jujJ'-/
Reviewed by I Date TL 1-2-14 ~ tltl/\+
Notes:
Equipment Used IDNo. Calibration Due Loading Device CLT-0004 5/22/14 Thermomete r CLT-0555 9/19/14 Bearing Blocks CLT-0054 2/3/14 Bea ring Surface CLT-0716 1/25/14 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.1-53 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 12-31-13 Project Name Clinch River SMR Project No. 6468-13-1072 Boring No. & Run No. Boring No.: MP-218 Run No.: N/A Sample No. CL9-10-ABG Sample Depth, (ft) 91.3' -92.3' 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) 5.42 Mass from Dimension Log, (g) 1075.73 Conforms to ASTM D4543 Dimensional No, see Dimension Log Requirements? If no, explain below.
Temperature at Time of Test Room temperature ( 69.rF)
Loading Rate, (lb/sec) 130 Maximum Load, (lb) 16190 Description of Specimen After Test Columnar (Include Photograph ID No.) MP-218 CL9-10-ABG after test (3).JPG Uniaxial Compressive Strength, (psi) 3582 Tested by I Date MEH 12-31-13 WitH- */n/1'1 Reviewed by I Date TL 1-2-14 r.:t' .) r.:\l\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.1-54 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-219A Run No.: NIA Sample No. L3-51-BG Sample Depth, (ft) 134.1- 134.7 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) 5.50 Mass from Dimension Log, (g) 1086.74 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, (lblsec) 160 Maximum Load, (lb) 15720 Description of Specimen After Test Shear along weak planes (Include Photograph ID No.) MP-219A L3-51 BG after test (2).JPG Uniaxial Compressive Strength, (psi) 3501 Tested by I Date 1 MEH 1-30-14 11lt/~ I /11 11(
Reviewed by I Date TL 1-31-14 ~ ,}~, H**_
Notes:
Approval to proceed with testing provided by Post-Test Photo:
Mr. John Damm with Bechtel on 1-30-14.
Equipment Used 1D 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.1-55 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-220 Run No.: N/A Sample No. L2-36 BG Sample Depth, (ft) 81.3'- 82.7' 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.) 2.38 Average Length from Dimension Log, (in) 5.36 Mass from Dimension Log, (g) 1058.70 Conforms to ASTM D4543 Dimensional No, see Dimension Log Requirements? If no, explain below.
Temperature at Time of Test Room temperature ( 66.o*F)
Loading Rate, (lb/sec) 130 Maximum Load, (lb) 24160 Description of Specimen After Test Columnar/Shear (Include Photograph ID No.) MP-220 L2-36 BG after test.JPG Uniaxial Compressive Strength, (psi) 5429 Tested by I Date GW 1-7-14 ()..lJ a t/13 (1'-l Reviewed by I Date TL 1-10-14 ~ ,J llht Notes:
Approval to proceed with testing provided by Post-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.1-56 of 68