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Category:Environmental Report
MONTHYEARML19030A9532019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix E.3 - Pages 44-100 ML19030A9882019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix G.1 - Pages 20-34 ML19030A9862019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix G.1 - Pages 1-19 ML19030A9842019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix F.3 - Pages 1-7 ML19030A9832019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix F.2 - Pages 1-11 ML19030A9812019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix F.1 - Pages 1-145 ML19030A9782019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix E.4 - Pages 1-185 ML19030A9772019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix E.3 - Pages 481-515 ML19030A9752019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix E.3 - Pages 454-480 ML19030A9722019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix E.3 - Pages 401-453 ML19030A9702019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix E.3 - Pages 351-400 ML19030A9622019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix E.3 - Pages 251-300 ML19030A9592019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix E.3 - Pages 201-250 ML19030A9572019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix E.3 - Pages 151-200 ML19030A9902019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix G.1 - Pages 35-45 ML19030A9502019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix E.3 - Pages 1-43 ML19030A9472019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix E.2 - Pages 70-104 ML19030A9452019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix E.2 - Pages 42-69 ML19030A9432019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix E.2 - Pages 1-41 ML19030A9412019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix E.1 - Pages 1-46 ML19030A9392019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix D.2 - Pages 31-38 ML19030A9352019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix D.2 - Pages 1-30 ML19030A9332019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix D.1 - Pages 17-32 ML19030A9312019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix D.1 - Pages 1-16 ML19030A9282019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix C - Pages 1826-1849 ML19030A9242019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix C - Pages 1801-1825 ML19030A9212019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix C - Pages 1776-1800 ML19030A9172019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix C - Pages 1751-1775 ML19030B0222019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix G.3 - Pages 21-30 ML19030A9122019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix C - Pages 1726-1750 ML19030B0392019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix I.2 - Pages 1-9 ML19030B0372019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix I.1 - Pages 1-44 ML19030B0362019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix H.2 - Pages 91-111 ML19030B0352019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix H.2 - Pages 61-90 ML19030B0342019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix H.2 - Pages 31-60 ML19030B0332019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix H.2 - Pages 1-30 ML19030B0312019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix H.1 - Pages 1-18 ML19030B0292019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix G.6 - Pages 1-598 ML19030B0272019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix G.5 - Pages 1-13 ML19030B0252019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix G.4 - Pages 1-37 ML19030B0232019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix G.3 - Pages 31-47 ML19030A9092019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix C - Pages 1701-1725 ML19030B0202019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix G.3 - Pages 1-20 ML19030B0172019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix G.2 - Pages 88-91 ML19030B0142019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix G.2 - Pages 80-87 ML19030B0122019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix G.2 - Pages 70-79 ML19030B0082019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix G.2 - Pages 60-69 ML19030B0062019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix G.2 - Pages 50-59 ML19030B0042019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix G.2 - Pages 40-49 ML19030B0012019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix G.2 - Pages 30-39 2019-01-18
[Table view] Category:License-Application for Early Site Permit (ESP)
MONTHYEARML19030A5012019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix B.1 - Pages 70-77 ML19030A4152019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Chapter 02 - Section 02.08 - Noise ML19030A4172019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Chapter 02 - Section 02.09 - Related Federal Project Activities ML19030A4202019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Chapter 03 - Plant Description ML19030A4222019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Chapter 04 - Environmental Impacts of Construction ML19030A4242019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Chapter 05 - Section 05.01 - Environmental Impacts of Station Operation ML19030A4262019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Chapter 05 - Section 05.02 - WATER-RELATED Impacts ML19030A4282019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Chapter 05 - Section 05.03 - Cooling System Impacts ML19030A4302019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Chapter 05 - Section 05.04 - Radiological Impacts of Normal Operation ML19030A4322019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Chapter 05 - Section 05.05 - Environmental Impacts of Waste ML19030A4342019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Chapter 05 - Section 05.06 - Transmission System Impacts ML19030A4362019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Chapter 05 - Section 05.07 - Uranium Fuel Cycle and Transportation Impacts ML19030A4392019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Chapter 05 - Section 05.08 - Socioeconomic Impacts ML19030A4412019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Chapter 05 - Section 05.09 - Decommissioning Impacts ML19030A4422019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Chapter 05 - Section 05.10 - Measures and Controls to Limit Adverse Impacts During Operation ML19030A4442019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Chapter 05 - Section 05.11 - Cumulative Impacts Related to Station Operation ML19030A4472019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Chapter 06 - Environmental Measurements and Monitoring Programs ML19030A4492019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Chapter 07 - Environmental Impacts of Postulated Accidents Involving Radioactive Materials ML19030A4502019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Chapter 08 - Need for Power ML19030A4532019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Chapter 09 - Alternatives ML19030A4552019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Chapter 10 - Environmental Consequences of the Proposed Action ML19030A4582019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Appendix a - Consultation - Pages 0-A6 ML19030A4602019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Appendix a - Consultation - Pages A7-A11 ML19030A4632019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Appendix a - Consultation - Pages A12-A34 ML19030A4662019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Appendix a - Consultation - Pages A35-A46 ML19030A4692019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Appendix a - Consultation - Pages A47-A52 ML19030A4712019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Appendix a - Consultation - Pages A53-A54 ML19030A4742019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Appendix a - Consultation - Pages A55-A64 ML19030A4762019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Appendix a - Consultation - Pages A65-A91 ML19030A4772019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Appendix B - Environmental Protection Plan ML19030A4812019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Site Vicinity Geologic Map Plates - Plate 1 ML19030A4822019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Site Vicinity Geologic Map Plates - Plate 2A ML19030A4832019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Site Vicinity Geologic Map Plates - Plate 2B ML19030A4842019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Site Vicinity Geologic Map Plates - Plate 2C CNL-19-018, Resubmittal of Clinch River Nuclear Site Early Permit Application, Revision 22019-01-18018 January 2019 Resubmittal of Clinch River Nuclear Site Early Permit Application, Revision 2 ML19030A4862019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Site Vicinity Geologic Map Plates - Plate 2D ML19030A4872019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Index ML19030A4882019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - TVA Quality Assurance Program - Nuclear Quality Assurance Plan ML19030A4892019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Pages 1-46 ML19030A4902019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Pages 47-82 ML19030A4912019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix a - Pages 1-9 ML19030A4922019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix a - Pages 10-18 ML19030A4932019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix B.1 - Pages 1-22 ML19030A4942019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix B.1 - Pages 23-28 ML19030A4952019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix B.1 - Pages 29-40 ML19030A4962019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix B.1 - Pages 41-44 ML19030A4982019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix B.1 - Pages 45-52 ML19030A4992019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix B.1 - Pages 53-60 ML19030A5002019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix B.1 - Pages 61-69 ML19030A5352019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix B.1 - Pages 353-361 2019-01-18
[Table view] |
Text
ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012 -10 Project Name: Clinch River SMR Sample No.: L3*71 BH Project Number: 6468-13-1072 Boring No. : MP-416 Run. No.: N/A Tested By: Mike Hamilton tJA 1-1 Sample Depth (ft): 255.1-255.7 Test Date : _1_12_6_12_0_14_ _ _ _ _J...L./~l{tt(
Reviewed By: Allen Cottingham t"ftt Review Date : 1130/2014 t- *H*I ~ Page 1 of 2 Rock Type (See boring log)
Moisture Condition Laboratory Air-Dry Specimen Diameter, (in) 2.39 Specimen Length, (in) 5.37 Length/Diameter Ratio 2.2 Specimen Conforms with Dimensional Requirements? Yes As-Tested Unit Weight, (pcf)
Loading Rate (lb/sec) 160 1'69':T' l (, q ~ ~
Test Duration to Failure, (min) 5.3 Uniaxial Compressive Strength, (psi) 9,240 Type of Break Shear Young's Modulus, (psi) 2,680,000 Poisson's Ratio 0.16
-10.000 I
' I ! I
\ J /
-9.000 I
v I
\I I
-8.000
/ II
-7,000 I
/
-6,000
.5 L
.,; -5,000
\
"'... I
/
-4,000 I
~
~
/
-3.000 I ,
I
-2,000 Average Adjusted Axial I-I I
-- ~ - I Strain (in/in) r-
/
-1,000 Average Adjusted I i Lateral Strain (infln) 0 I .
0.0020 0.0010 0.0000 -0.0010 -o.0020 -o.0030 -0.0040 Lateral Strain ( + ],(In/I n) Axial Strain [-),(In/In)
Comments:
Young's Modulus and Poisson's Ratio determined using linear least-sguares of stress-strain data from 40% to 60%
of the uniaxial compressive strength (data points used are indicated on the figure above).
Axial Strain is nega tive; Lateral Strain is positive. Load direction with respect to lithology: Vertical Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-80 of 91
ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Cl inch River SMR Sample No.: L3-71 BH Project Number: 6468-13-1072 Boring No. : MP-416 Run . No.: N/A Tested By: Mike Hamilton M~ Sample Depth (ft): 255.1-255.7 Test Date : _1_ 12_0_14_ _ _ _ _--'-'
12_6_ 1/'~-1/llf Reviewed By: Allen Cottingham (1'1/1(.,
Review Date : 1/30/2014 I-"'Jo-t4 Page 2 of 2 Specimen Prior to Testing Specimen After Testing
("MP-416 L3-71 BH before test.jpg"): ("MP-416 L3-71 BH after test.jpg"):
Comments:
Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-81 of 91
ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Sample No.: L2-38-BH Project Number: 6468-13-1072 Boring No.: MP-419 Run. No.: N/A Tested By: Mike Hamilton ...._l!li- Sample Depth (ft): 157.1'-157.8' Test Date: 1/8/2014 J/1Z/IIf
~~~~~------
Reviewed By: Allen Cottingham tri>J{,_
Review Date: . . :1. . :/2: .;1. . :/2: .;0:. .;1. . :4_ _ _ _ _ _ ~ - ~~ - * ~ Page 1 of 2 Rock Type (See boring log)
Moisture Condition Laboratory Air-Dry Specimen Diameter, (in) 2.40 Specimen Length, (in) 5.36 Length/Diameter Ratio 2.2 Specimen Conforms with Dimensional Requirements? NoJ As-Tested Unit Weight, (pcf) ~ (6:J'f 1/1) v Loading Rate {lb/sec) 130 Test Duration to Failure, (min) 10.3 Uniaxial Compressive Strength, (psi) 16,830 Type of Break Columnar Young's Modulus, (psi} 12,910,000 Poisson's Ratio 0.35
- 16,000 ,...----------------------~---------------,
- 12,000 - - - - - - - - - - - -\-
-10,000
-4.000
- - Average Adjusted Axial Strain (in/in)
- - Average Adjusted Lateral Strain (in/in) 0 ~-----------------------~--------------------
0.0020 0.0010 0.0000 -0.0010 --------------~
-0.0020 -00030 Laloral Strain [ + ], (in/in) Axial Strain [ * ], (In/In)
Comments:
Young's Modulus and Po1sson's Ratio determined using linear least-squares of stress-strain data from 40% to 60%
of the uniaxial compressive strength (data points used are indicated on the figure above).
Axial Strain is negative; Lateral Strain is positive . Load direction with respect to lithology: Vertical
{II Specimen did not meet end flatness requirements of ASTM 0 4543-08. Authorization to proceed with test received from John Damm.
Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-82 of 91
ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012*10 Project Name: Clinch River SMR Sample No.: L2*38-BH Project Number: 6468-13-1072 Boring No.: MP-419 Run. No. : N/A Tested By: Mike Hamilton jii~)J Sample Depth (ft): 157.1'-157.8'
_ _ _ _ _ _ 1/-"P}IIf Test Date:_1_18_12_0_14 Reviewed By: Allen Cottingham .-fflt:
1 Review Date: 1/21/2014 1~'1.1 ~ Page 2 of2 Specimen Prior to Testing Specimen After Testing
("MP-419 L2*38 BH before test (2).jpg"): ("MP-419 L2*38 BH after test (3).jpg"):
Comments:
Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-83 of 91
ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Sample No.: L2-40-BCH Project Number: 6468-13-1072 Boring No.: MP-419 Run. No.: N/A Tested By: Mike Hamilton ~Ell- Sample Depth (ft): 173.4'-174.1'
/1_5_
Test Date: -:1-:-: 0_14--:-- - : - - - - - { n It I{
/2-:::
Reviewed By: Allen Cottingham itk Review Date: 1/21/2014 1*~\ * ~~ Page 1 of2 Rock Type (See boring log)
Moisture Condition Laboratory Air-Dry Specimen Diameter, (in) 2.39 Specimen Length, (in) 5.52 Length/Diameter Ratio 2.3 Specimen Conforms with Dimensional Requirements? NottJ As-Tested Unit Weight, (pcf) 4-iU- I cPI /'/{!:.
Loading Rate (lb/sec) 130 v Test Duration to Failure, (min) 5 Uniaxial Compressive Strength, (psi) 5,810 Type of Break Columnar Young's Modulus, (psi) 2,360,000 Poisson's Ratio 0.45
-7,000 r--------:--------------------~-------.,
-6.000 - - - ----*
-5.000 - ---
.. -4,000
.S:
Ui -3,000
~
-2,000
- - Average Adjusted Axial Strain (in/in)
-1 .000
- - Average Adjusted Lateral Strain (infln) 0 L-----------------
0.0020 0.0010
~---'------------
0.0000 -0.0010
~
-0.0020 *0.0030 Lateral Strai n I+ ), (In/In) Axial S train (- ), (Jniln)
Comments:
Young's Modulus and Poisson's Ratio determined using linear least-squares of stress-strain data from 40% to 60%
of the uniaxia l compressive strength (da ta points used are indicated on the figure above).
Axial Strain is negative; Lateral Strain is positive. Load direction with respect to lithology: Vertical 111 Specimen did not meet side sraightness, end perpendtcularily, end flatness requirements of ASTM 04543-08.
Authorization to proceed with test received from John Damm.
Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-84 of 91
Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Sample No.: L2-40-BCH Project Number: 6468-13-1072 Boring No.: MP-419 Run. No.: N/A Tested By: Mike Hamilton ~~14 Sample Depth (ft): 173.4'-174.1' 1/15/2014 Test Date: ~~~~~~~~ -
r/u/tt(
Reviewed By: Allen Cottingham f{'(tt Review Date: 1/21/2014 \ *1<\ , ~"\ Page 2 of2 Specimen Prior to Testing Specimen After Testing
("MP-419 L2-40 BCH Before test.jpg"): ("MP-419 L2-40 BCH after test (2).jpg"):
Comments :
Clinch River Data Report Rev. 4 CRP-111.2.16 Page G.2-85 of 91
ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Sample No. : L7-26 BCH Project Number: 6468-13-1072 Boring No.: MP-421 Run. No.: N/A Tested By: Mike Hamilton WI !/ Sample Depth {ft}: 175.5-178.3 Test Date: 1/21/2014 !h;ptf Reviewed By: Allen Cottingham f'I'JC.
Review Date : _;.:.;:="-'---'-----
1/29/2014 - -
1*)HI\ Page 1 of 2 Rock Type (See boring log)
Moisture Condition Laboratory Air-Dry Specimen Diameter, (in) 2.39 Specimen Length, (in) 4.91 Length/Diameter Ratio 2.1 Specimen Conforms with Dimensional Requirements? Not'l As-Tested Unit Weight, (pcf) ~ l1CP /tJ. v Loading Rate (lb/sec) 160 (/
Test Duration to Failure, (min) 6.3 Uniaxial Compressive Strength, (psi) 12,510 Type of Break Shear Young's Modulus, (psi) 9,040,000 Poisson's Ratio 0.05
- S:OOO r--------:--------:--------:------ ------- ---,
-7.000 -
-6.000
-5.000 -- ---
~
b.
-4,000
~
-2,000
- - Average Adjusted Axia l Strain (infln)
- - Average Adjusted Lateral Strain (infln) 0 L-------------------------'
0.0020 0.0010 1--------------------------------------~
0.0000 -0.0010 -0.0020 -0.0030 Lateral Strain [
- I. (In/I n) Axial Strain [ * ], (In/I n)
Comments :
Young's Modulus and Poisson's Ratio delermined using linear least-squares of stress-slrain data from 40% to 60%
or the uniaxial compressive strength {data points used are indicated on the figure above).
Axial Strain is negative; Lateral Strain is positive . Load direction with respect to lithology: Vertical 1'1 Specimen did not meet End Perpendicularity and end flatness requirements of ASTM 04543-08. Authorization t proceed with test received from John Damm.
Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-86 of 91
ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Sample No.: L7-26 BCH Project Number: 6468-13-1072 Boring No.: MP-421 Run . No.: N/A Tested By: Mike Hamilton IWII Sample Depth (ft): 175.5-178.3 Test Date: ...:.1:..::/2'-"1/~2-=-01:...:4_ _ _ _ _/!.1-Y~
I/JLf Reviewed By: Allen Cottingham (\~
Review Date: 1/29/2014 t* j(A'\ Page 2 of 2 Specimen Prior to Testing Specimen After Testing
("MP-421 L7-26 BCH before test.jpg"): ("MP-421 L7-26 BCH after test.jpg"):
Comments:
Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-87 of 91