ML19030B029
| ML19030B029 | |
| 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: ML19030B029 (598) | |
Text
{{#Wiki_filter:APPENDIX G.6- Moisture Content, Specific Gravity, Unit Weight Test and Core Dimension Log Results No Change for Rev. 4 Note: The dimension logs contain results of moisture content, specific gravity and unit weight tests for samples tested in unconfined compression with and without stress strain measurement. Reports are arranged in boring order as listed on Table 5.12. Unit weights have been revised to report to the nearest pound. For samples assigned for slake durability testing, unit weight and specific gravity were also assigned. Those tests were performed by GeoTesting Express and their report is included after the dimension logs for Table 5.12. Some samples were not assigned for moisture content, specific gravity or unit weight, and are not included in Table 5.12. However, dimension logs were created as required for the strength testing, and these logs are presented after the GeoTesting Express report. ame Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-1 of 598
ame Dimension log for Intact Rocl< Cores ASTM 04543~08 (with deviations per SDDR-33} Project Name Clinch River SMR Tested by M. Hamilton 11-1-H Project No. 6468-13-1072 Date 1012112013 I (cg{ltf Boring No. MP-101 Reviewed by T. Landis /(;:f,h Run No. NA Date 112012014 Sample No. Ll-1-BG Unit Weight (g/cm 3 ) 2.674 Sample Depth (ft) 48.6- 50.1 Unit Weight (lbs/ft 3
) J:~&:-9* Iw~, f?Jy?:> -
Mass (g) 1086.80 Temp. (°F I *q 71.7 I 22.1 Moisture Cond. Laboratory Air Dry Specific Gravity 2.68 Equipment ID No. I Calibration Due Equipment . ID No. I Calibration Due Support Surface CLT-06231 512312014 Parallel Bars CLT-06261 5/2012014 V-Block CLT-06251 512012014 Scale CLT-03701 911812014 Displacement Gage CLT-0444/ 1/2212014 Steel Rule CLT-05561 911012014 Feeler Gage Set CLT-0557I 911712014 Square CLT-06221 5120/2014 Calipers CLT-02601 5121/2014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAvG I DAvG =2.0 to 2.5 End 1 L1 (in) 5.56 Lz (in) 5.56 L3 (in) 5.57 I L4 (in) 5.57 LAVG (in) 5.57 D1 (in) 2.38 D2 (in) 2.38 DAvG (in) 2.38 2 Area (in ) 4.45 3 Volume (in ) 24.8 LAvGIDAvG 2.3 End 2 PASS or FAIL PASS L1 88tltJffiL~¥r Ff:5>a~ TfJp(n.f~~~~~~~P~ fl2:1s Page G.6-2 of 598
ame Dimension log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-101 I Project No. I 6468-13-1072 Sample No. Ll-1-BG Sample Depth (ft) 48.6-50.1 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0080
. PASS Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2):
Check that Max Gap I LAvG is less than or equal to 1/230 = 0.0043. At End 1 At End 2 Maximum Gap (in) 0.0030 0.0240 Max Gap I LAvG 0.0043 PASS Ll-1-BG DlmLogSV Rock Cores_RO (Revised_2).xlsx Clinch River Data Report Rev. 4 CRP-1112.16. Page G.6-3 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 {with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-101 I Project No. I 6468-13-1072 Sample No. L1-1-BG Sample Depth (ft) 48.6-50.1 End Flatness & Parallelism Tolerance (ASTM 04543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along 0 3 0.00 0.1000 0.0961 0.0987 0.24 0.1016 0.0989 0.1025 0.48 0.1070 0.1040 0.1062 0.72 0.1093 0.1049 0.1078 0.96 0.1104 0.1060 0.1086 1.20 0.1070 0.1070 0.1070 1.44 0.1040 0.1055 0.1045 1.68 0.0980 0.1006 0.0997 1.92 0.0926 0.0954 0.0955 2.16 0.0877 0.0891 0.0895 Distance (in) End 2 Along 0 1 End 2 Along 0 2 End 2 Along 0 3 o.oo 0.1098 0.0911 0.1020 0.24 0.1106 0.0945 0.1050 0.48 0.1110 0.0991 0.1076 0.72 0.1100 0.1015 0.1103 0.96 0.1102 0.1058 0.1087 1.20 0.1075 0.1069 0.1057 1.44 0.1020 0.1067 0.1033 1.68 0.0969 0.1060 0.0989 1.92 0.0914 0.1047 0.0939 2.16 0.0675 0.1013 0.0572 Dl Dz Ds Maximum departure from best-fit straight line (in) 0.017 0.009 0.027 PASS or FAIL FAIL FAIL FAIL Maximum angular diff. between opposing best-fit lines (deg) U-1-BG DimLogSV Rock Cores_RO (Revised_2).xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.64 of 598
"'C(")
Ill = (Q ::I t1) n G'):::T a.~ cntl) 0 ...
-c en Ill
<D-CO Ill Oln ch River SM R MP-101
~ 6468-13-1072 U-1-BG
"'C 48.6-50.1 0
~
~ End 1 Along D1 End 1 Along D2
- 0.1200 o.12oo
- End 1 Along D3
""'(") 0.1000 -""-- -* <$>
- 0.1000 l*-.., ~ to ~ . ' ..1!;1*.. IFill*
- o 'W +
0.0800 0.0800 + - - - - - - - - - - - - - - - - -+- - -
"P
.... 0.0600 N
0.0600 0.0400 0.0400 +--------------------
- ..... I
"' I 0.0200 Iy = -0.0026x + 0.10351 E
0.0200 -: \Y -0.0044X+O.l068f---- 0.0000 O.OOOO +-----r----,-----,-----.----, II 0.00 050 1.00 1.50 2.00 2.50 0.00 050 1.00 1.50 2.00 2.50 o.15oo End 2 Along D1 o.noo End 2 Along D2 _ End 2 Along D3 0 1500 t 0.1050 +--------= 0.1000 ' -- 0.1000 l --"" ~-- + hl~P:::: *--= 0.0500
- 0.0500
- o.o95o r-"-'-.--------1"""~~~~~~
1---- f IY= -0.0155x + 0.11841 0.0000 +-----.----,--===r====:;=-----, 0.0900 +-----.----,-----,----~----, 0.0000 +'---~---~~y===-O=.o=~=8=x~+=O.=l1=4=2~1~~--~ 0.00 050 1.00 1.50 2.00 250 0.00 0.50 1.00 150 2.00 250 0.00 0.50 1.00 1.50 2.00 2.50 Prepared by/Date: M. Hamilton 10/21/13 Ul H 1/Z$}tq Checked by/Date: T. Landis 1/20/14 /"(;/ t/z~/l"'t
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by M. Hamilton m.H-Project No. 6468-13-1072 Date 10/21/2013 1/-L'l../l'r-r Boring No. MP-101 Reviewed by T. Landis ~12 Run No. NA Date 1/21/2014 3 Sample No. L1-3-BCG Unit Weight (g/cm ) 2.680
'{i'J' 'J/15-- 4*
Sample Depth (ft) 92.7-93.5 Unit Weight (lbs/ft 3
) 467..3* lw1 Mass (g) 1031.98 Temp. (°F I 'C) 72.0 I 22.2 Moisture Cond. Laboratory Air Dry Specific Gravity 2.69 Equipment ID No./ Calibration Due Equipment ID No./ Calibration Due Support Surface CLT-0623/5/23/2014 Parallel Bars CLT-0626/5/20/2014 V-B lock CLT-0625/5/20/2014 Scale CLT-0370/9/18/2014 Displacement Gage CLT-0444/1/22/2014 Steel Rule CLT-0556/9/10/2014 Feeler Gage Set CLT-0557/9/17/2014 Square CLT-0622/5/20/2014 Calipers CLT-0260/5/21/2014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10):
Check that LAvG I DAvG = 2.0 to 2,5 End 1 L1 (in) 5.28 L2 (in) 5.28 L3 (in) 5.28
'-4 (in) 5.28 LAVG (in) 5.28 D1 (in) 2.38 D2 (in) 2.38 DAvG (in) 2.38 2
Area (in ) 4.45 3 Volume (in ) 23.5 LA.vG/DAvG 2.2 End 2 PASS or FAIL PASS Ll-3-BCG DimLogSV Rock Cores_RO (Revised_2).xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-6 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-101 I Project No. I 6468-13-1072 Sample No. Ll-3-BCG Sample Depth (ft) 92.7- 93.5 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0070 PASS Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2l: Check that Max Gap I LAvG is less than or equal to 11230 = 0.0043. At End 1 At End 2 Maximum Gap (in) 0.0060 0.0080 Max Gap I LAvG 0.0015 PASS Ll-3-BCG DimLogSV Rock Cores_RO (Revised_2).xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-7 of ~98
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-101 I Project No. I 6468-13-1072 Sample No. L1-3-BCG Sample Depth (ft) 92.7- 93.5 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2. Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25°., Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along D3 0.00 0.0885 0.0870 0.0878 0.24 0.0887 0.0868 0.0869 0.48 0.0860 0.0858 0.0870
.0.72 0.0839 0.0835 0.0846 0.96 0.0827 0.0826 0.0835 1.20 0.0832 0.0826 0.0825 1.44 0.0816 0.0823 0.0816 1.68 0.0813 0.0805 0.0798 1.92 0.0797 0.0784 0.0777 2.16 0.0800 0.0751 0.0759 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along D3 0.00 0.0790 0.0900 0.0810 0.24 0.0859 0.0890 0.0858 0.48 0.0872 0.0880 0.0880 0.72 0.0863 0.0855 0.0873 0.96 0.0845 0.0849 0.0848 1.20 0.0852 0.0857 0.0854 1.44 0.0849 0.0848 0.0844 1.68 0.0838 0.0840 0.0829 1.92 0.0832 0.0822 0.0807 2.16 0.0810 0.0797 0.0788 Dl Dz 03 Maximum departure from best*fit straight line (in) 0.006 0.002 0.005 PASS or FAIL FAIL FAIL FAIL Ll-3-BCG DimLogSV Rock Cores_RO (Revised_2).xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-8 of 598
"'C(")
Ill = (Q ::I t1) n G'):::T a.~
<Dtl) 0 ...
-c en Ill
<D-CO Ill Cl1nch River SMR Boring No. MP-101
~ 6468-13-1072 Sample No. U-3-BCG
"'C Sample Depth (ft) 92.7-93.5 0
~
~ I
- End 1 Along D1 End 1 Along D2 0.0900 - , ; - - - - - - - - - - - - - - - - - - 0.0950 .------------=;___
End 1 Along D3_ _ _ __ 0.0900 II
""'(") O.Ooovr~'~'-<--"-"'---~-------------
I 0.0880 F-- __ _
- o 0.0850 l --
- :'!" *..:::.:;___ - 0.0900 cc_-------------------
"P
.... ,,_1~~-
I o.os4o - - 0.0800 - - - o.o85o 1 -- ;::--_~,.,-:-:_---------'----
........ o.o22.o E -<~>~
N I , -.S' -- -1
- ... 'o.o2oo' ~ 0.0750 L I Y -u.UU"'t:;;IJI. -r u.uo1o 1- $
"' I, o.o12o ~
f 1v -o.oo43x + o.o822\ I 1 I 0.0750 -- -- ¥ 0.0760 ' I -1 0.0700 ! 0.00 0.50 1.00 1.50 2.00 2.50 ~ ~ ~ ~ ~ ~I 0.00 0.50 1.00 1.50 2.00 2.50 I! End 2 Along D1 o.o95o End 2 Along D2 E End 2 Along D3 0.0880 1-
- 0 _0900 I
0.0880 **
- 1 0.0860 ----- 0.0900 ~'"-'-:-_-----
0.0840 r-~--"'---- ___ ___ --~
.
- ___ --+------ " - - - -
__ _'t_--- 0.0860 ..:.~~=---~:=
- o.os5o r -sp- ~---=-:-.-.------ ~_______'!-~---
0.0820 0.0840 ~ -- -----;-:~ -
-- ~ 0.0820 ~ ~~~
E . o.o80o ~ Iy -0.0041x + 0.08981 - - - -. --~-- o.o8oo. lv=-o.ooo5x+0.0847I 0.0800 F jy--0.0022x+0.08631 - 0.0780 +-----,-------.-----~----,------, 0.0750 ::=---~----.----------,---~--- r 0.0780 +.------.-----,------,------~----,
+
0.00 050 ~.00 1.50 2.00 2.50 0.00 0.50 0.00 0.50 1.00 1.50 2.00 2.50 Prepared by/Date: M. Hamilton 10/21/13 JYJ If i jzrt/t'( Checked by/Date: T. Landis 1/21/14 41/29/lf
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33} Project Name Clinch River SMR Tested by M. Hamilton Project No. 6468-13-1072 Date 111512013 Boring No. MP-101 Reviewed by /1')~ Run No. NIA Date 1--8 --I a.t Sample No. Ll-5-BCG Unit Weight {g/cmA3) 2.684 Sample Depth (ft) Mass (g) 148.7-149.7 Unit Weight {ibs/ftA3) ~109 p~; lu-958.93 Temp. °F 72.0 Moisture Cond. Lab Air Dry Specific Gravity 2.69 Equipment ID No. I Calibration Due
- Equipment U:i No./ Calibration Due Support Surface *CLT-0623/5123/2014 Parallel Bars CLT-06261 5120/2014 V-Biock CLT -062515120/2014 Scale CLT-03701 9118/2014 Displacement Gage CLT-0444/ 112212014 Steel Rule CLT-05561 911012014 Feeler Gage Set CLT-05571 9117/2014 Square CLT-0622/ 5120/2014 Calipers CLT-02601 5121/2014 Length/Diameter Ratio (ASTM D4S43-08, Sections 7.2 and 10):
Check that LAvG I DAvG = 2.0 to 2.5 L1 (in) 4.86 End 1 L2 (in) 4.87 L3 (in) 4.86 L4 (in) 4.85 LAvG (in) 4.86 0 1 (in) 2.39 0 2 (in) 2.39 DAvG (In} 2.39 2 Area (in ) 4.49 3 Volume (in ) 21.8 LAvGfDAVG 2.0 End 2 PASS or FAIL PASS L1-5-BCG AS(3) DimLog Rock Cores_RO plane comparlson.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-10 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-101 I Project No. I 6468-13-1072 Sample No. Ll-5-BCG Sample Depth (ft) 148.7-149.7 Side Straightness (ASTM 04543*08, Section 9.1.1, Procedure 51): Checl< that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0180 PASS Section 9.3.2, Procedure P2 (RMC 3-27-2012) Perpendicularity (ASTM 04543-08, Section 9.~.1, Proeed~re Pl): Check that Max Gap I LAvG is less than or equal to 11230 = 0.0043. At End 1 At End 2 Maximum Gap (in) 0.0190 Q.0220 Max Gap I LAvG 0.0045 FAIL Ll-5-BCG AS{3) Dim log Rock Cores_RO plane comparison.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-11 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-101 I Project No. I 6468-13-1072 Sample No. L1-5-BCG Sample Depth (ft) 148.7-149.7 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25°, Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along D3 0.00 0.3659 0.3629 0.3653 0.24 0.3676 0.3661 0.3676 0.48 0.3687 0.3700 0.3689 0.72 0.3695 0.3707 0.3698 0.96 0.3706 0.3708 0.3701 1.20 0.3711 0.3716 0.3715 1.44 0.3719 0.3720 0.3723 1.68 0.3735 0.3706 0.3726 1.92 0.3737 0.3682 0.3717 2.16 0.3748 0.3648 0.3703 Distance (in) End 2 Along D1 End 2 Along 0 2 End 2 Along D3 0.00 0.3639 0.3677 0.3546 0.24 0.3663 0.3676 0.3591 0.48 0.3666 0.3677 0.3596 0.72 0.3663 0.3680 0.3625 0.96 0.3657 0.3683 0.3642 1.20 0.3657 0.3665 0.3651 1.44 0.3662 0.3655 0.3661 1.68 0.3662 0.3641 0.3703 1.92 0.3662 0.3641 0.3715 2.16 0.3671 0.3619 0.3728 Dl 02 Ds Maximum departure from best-fit straight line (in) 0.001 o.oos 0.002 PASS or FAIL PASS FAIL FAIL L1-5-BCG AS(3) DimLog Rock Cores_RO plane tomparison.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-12 of 598
"'C(")
Ill = (Q ::I t1) n G'):::T a.~
~~
w.., 0 c
-Ill en-
<Dill Project Name Clinch River SMR Boring No. MP-101 CO;;tJ Project No. 6468-13-1072 Sample No. U-5-BCG t1)
"'C Sample Depth (ft) 148.7-149.7 0
~ -~
r
~ End 1 Along 01 End 1 Along 02 I End 1 Along 03
- 0.3740 t __________ .:.:_=-:~::.~ 0.3760 -,:----------='--------
0,3740 -r------------------,-~---
""'(") 0.3720 t-~- - - - . - - + - - - - - -
;;o
-I
--I
. I 0.3720 ... _.--~-.:.::
"P
.... . --- ---- 0.3700 - - - - - + ::.:.-----:-- -¥ ~ - -
0.3700 - - - .::........,....-- :*::: f:-:::~::~_:::-: *__ ~ -;:: ~::----<li'~ -- - -'It 0.3680 ---- --- I ~ ------ 0.3650 ~=====~-~--~-- 0 3660 :,-~~----------------------- ~
....~
=~ f lv = o.oo39x+ 0.36651 0.3540
- 0.3660 - - ~-- --- lv-o.oo26x+0.36731 0.3620 lv= o.~o1x + 0.3677\
0.3600 -. j 0.3640 +----~---~---~---,------, 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00
-I2.50 0.00 0.50 1.00 1.50 2.00 2.50 End 2 Along 01 End 2 Along 02 j End 2 Along 03 o.38oo E o.368o I _____ _ I 0.3720 f !
--~ 0.3700 _ I 0.3670 -----
* ~---- A I t
.--.--+ .. ~ 0.3680 --""--""~-- 1 :~~::-~.,. . ~::~
0.3660-~ + --------- 0.3650~--::- --- 0.3660 - - - - - ... - - - -- i 0.3650 ---------- ---- 0.3640 _ -----~------
- 0.3600 :--::=~ ~0.008x+0.356f--
0.3640 _- rlv_=_0-.0-00_7_x_+_0.3-6:::::5-:o3r-- 1 0.3620
--- - - - -- 0.3550 - .
.Iy = -0.0026x + 0.3691 I 0.3630 +f-------.------.-------.------,~----~ 0.3600 0.3500 +f------.------.-------.-----~-------,
0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 1 0.00 0.50 1.00 1.50 2.00 2.50
~~
Prepared by/Date: Michael Hamilton 2 -1<-
.:r CheckedbyjDate: ~ J 2-2<1~13
ame Dimension Log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by M. Hamilton Project No. 6468-13-1072 Date 10/30/2013 Boring No. MP-101 Reviewed by Mite-Run No. N/A Date \-t..l-14 Sample No. L1-7-BCH Unit Weight (g/cm"3) 2.673 Sample Depth (ft) 216.4-217.6 Unit Weight (lbs/ft"3) ~tb1)/l>jr Mass (g) 928.63 Temp. °F/ 'C no I 22.2 Moisture Cond. Laboratory Air Dry Specific Gravity 2.68 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-0623/5/23/2014 Parallel Bars CLT-0626/ 5/20/2014 V-Biock CLT-0625/5/20/2014 Scale CLT-0370/ 9/18/2014 Displacement Gage CLT-0444/ 1/22/2014 Steel Rule CLT-0556/ 9/10/2014 Feeler Gage Set CLT-0557 /9/17/2014 Square CLT-0622/ 5/20/2014 Calipers CLT-0260/ 5/21/2014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAva I DAvG =2.0 to 2.5 l 1 (in) End 1 4.71 L2 (in) 4.72 L3 (in) 4.72 L4 (in) 4.71 lAVG (in) 4.72 D1 (in) 2.39 D2 (in) 2.39 DAvG (in) 2.39 4.49 I 21.2 I
--)-"
2.0 I End 2 PASS or FAIL PASS L1-7-BCH_D4543-08 Dim Log Rock Cores_RO (Revised 2}.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-14 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I . Project Name I Clinch River SMR Boring No. MP-101 I Project No. I 6468-13-1072 Sample No. L1-7-BCH Sample Depth (ft) 216.4-217.6 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure S1): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0070 PASS Section 9.3.2, Procedure P2 (RMC 3-27-2012) Perpendicularity (ASTM 04543-08, SeGtion g,g,1, Procedure P1): Check that Max Gap I LAvG is less than or equal to 11230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0350 0.0220 Max Gap I LAvG 0.0074 FAIL L1-7-BCH_D4543-08 Dim Log Rock Cores_RO (Revised 2}.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-15 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR-33) I_ Project Name I Clinch River SMR Boring No. MP-101 I Project No. I 6468-13-1072 Sample No. L1-7-BCH Sample Depth (ft) 216.4-217.6 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.2s*. Distance (in) End 1 Along 0 1 End 1 Along D2 End 1 Along 0 3 0.00 0.1579 0.1830 0.1678 0.24 0.1652 0.1815 0.1707 0.48 0.1694 0.1808 0.1730 0.72 0.1752 0.1808 0.1760 0.96 0.1790 0.1817 0.1789 1.20 0.1822 0.1812 0.1812 1.44 0.1858 0.1815 0.1835 1.68 0.1893 0.1810 0.1863 1.92 0.1918 0.1808 0.1881 2.16 0.1950 0.1802 0.1811 Distance (in) .End 2 Along D1 End 2 Along D2 End 2 Along D3 0.00 0.1628 0.1772 0.1668 0.24 0.1645 0.1782 0.1692 0.48 0.1689 0.1775 0.1716 0.72 0.1723 0.1785 0.1744 0.96 0.1748 0.1785 0.1761 1.20 0.1777 0.1781 0.1775 1.44 0.1799 0.1775 0.1780 1.68 0.1822 0.1759 0.1795 1.92 0.1841 0.1755 0.1803 2.16 0.1864 0.1741 0.1811 Dl D2 Ds Maximum departure from best-fit straight line (in) 0.003 0.001 0.007 PASS or FAIL FAIL PASS FAIL Maximum angular diff. between opposing best-fit lines (deg) L1-T*BCH_D4543-08 Dim log Rock Cores_RO (Revised 2).xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-16 of 598
"'C(")
Ill = (Q ::I t1) n G'):::T a.~
~~
0 c
-Ill en- <Dill Project Name Clinch River SMR Boring No. MP-101 CO;;tJ t1)
Project No. 6468-13-1072 Sample No. ll-7-BCH
"'C Sample Depth (ft] 216.4-217.6 0
~
~ End 1 Along Dl 1 End 1 Along D2
- 0.1840 [ 900 End1AiongD3
""'(")
I 0.2000 t -- 1
--, ~--:
_.. <~
§ ; : t 0.1830 -----------
lI
;;o I o.19oo ~~ II I :::~50 "P 0.1800~~~ 0.1800 ,__~-
- i
.... 0.1820 ~- ----- 1
........ .. .. .. --- I -~--
0.1700 - :;::: 1 0.1750 ~:::-- - - -
~ 0.1810 -----~--~--- ~ I I
....~ 0.1600 ;F:::'-----------;=======; 0.1800 ---- --
- 1 0.1700 :: -
"' Iy = 0.0165x + 0.16121 _ Jy=-0.0007x+0.1821 -- j , Iy= 0.0084x+ 0.16961 I
0.1500 1 * . 0 1790 0.1650 +----~---~--~=====;==='-~ 0.00 050 1.00 1.50 2.00 2.50 ~ ~ ~ ~ ~ ~I ~ ~ ~ ~ ~ ~I 1 1 o.19oo End 2 Along Dl End 2 Along D2 o.18so End 2 Along D3
--~
0.1850 -~ "'~~ ------ --*- -~- 0.1800 ~- 0.1780 ~~---- 0.1800 ~f ~;::::=~ 0.1750 ~-::- -- .-=::= 0.1750 ~-~-==----- 0.1760 > ----------- 0.170() . ~:::: - >
- D.1700 E -- :<::-----
0.1740 ~ lr-o 0015x+D.17871 ---;::::====:-- o.16sa :f.: ::.; -- 1r o.o112x + o.16331 ~- - l\f=llil065x + 0.16841 0.1600 0.1720 0.1650 -ic----,-----,--~-~------,---~ 110.160( 0.00
~~~~- 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 II Prepared by/Date: M. Hamilton IIJBfl--f j_ ,
Checked by/Date: ti'!At- (-l-{-(lf :t'?ifly
ame Dimension log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR-33} 1! I' H Project Name Clinch River SMR Tested by M. Hamilton
'J f~(i'1 Project No. 6468-13-1072 Date 10/31/2013 Boring No, MP-101 Reviewed by T. Landis /(ffzJl~
Run No. NA Date 1/20/2014 31 Sample No. L1-8-BG Unit Weight(glcm NA* 3 Sample Depth (ft) 251.8- 253.6 Unit Weight(lbslft ) NA* Mass (g) NA* Temp, °F J °C 71.71 22.1 Moisture Cond. Laboratory Air-Dry Specific Gravity NA*
*Note: Sample was not weighed prior to test. Therefore, these tests were not performed.
Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-062315123/2014 Parallel Bars CLT-0626/5/20/2014 V-Biock CLT-0625/5/2012014 Scale CLT-0370/9/18/2014 Displacement Gage CLT-04441 1/22/2014 Steel Rule CLT-0556/9/10/2014 Feeler Gage Set CLT-0557I 9/17/2014 Square CLT-06221 5120/2014 Calipers CLT-02601 512112014 length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAvG I DAvG = 2.0 to 2.5 l 1 (in) 5.50 End 1 l 2 (in) 5.51 L3 (in) 5.51 L4 (in) 5.49 lAvG (in) 5.50 D1 (in) 2.39 D2 (in) 2.39 DAVG (in) 2.39 2 Area (in ) 4.49 3 Volume (in ) 24.7 LAvGIDAVG 2.3 End 2 PASS or FAIL PASS L1-8-BG_D4543-08 Dim Log Rock Cores_Rev 1 {Revised_3).xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-18 of 598
Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-101 . I Project No; I 6468*13*1072 Sample No. Ll-8-BG Sample Depth (ft) 251.8" 253.6 Side Straightness (ASTM 04543*08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0070 PASS Section 9.3.2, Procedure P2 (MH 1*18*2013) Perpendicularity (ASTM 04543-08. Seetian 9.&.1, PraeeE!ure P1l: Check that Max Gap I LAvG is less than or equal to 1/230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0220 0.0220 Max Gap I LAvG 0.0040 PASS L1*8*BG_D4543-08 Dimlog Rock Cores_Rev 1 (Revised_3).xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-19 of 598
ame Dimension log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-101 I Project No. I 6468-13-1072 Sample No. L1-8-BG Sample Depth (ft) 251.8- 253.6 End ~fatness & Parallelism rolerance (ASTM D4543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.2s*. Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along D3 0.00 0.0968 0.0942 0.0763 0.24 0.0958 0.0937 0.0809 0.48 0.0937 0.0924 0.0817 0.72 0.0893 0.0904 0.0835 0.96 0.0870 0.0885 0.0848 1.20 0.0855 0.0867 0.0852 1.44 0.0842 0.0853 0.0850 1.68 0.0818 0.0822 0.0855 1.92 0.0788 0.0795 0.0870 2.16 0.0754 0.0787 0.0891 Distance (in) End 2 Along 0 1 End 2 Along 0 2 End 2 Along D3 0.00 0.0971 0.0950 0.0803 0.24 0.0967 0.0897 0.0810 0.48 0.0941 0.0890 0.0817 0.72 0.0926 0.0883 0.0824 0.96 0.0907 0.0857 0.0845 1.20 0.0885 0.0860 0.0847 1.44 0.0868 0.0845 0.0852 1.68 0.0865 0.0821 0.0876 1.92 0.0852 0.0815 0.0885 2.16 0.0821 0.0775 0.0887 Maximum departure from best-fit straight line (in) 0.001 0.002 PASS or FAIL PASS FAIL L1-8-BG_D4543-08 Dim Log Rock Cores._ Rev 1 (Revlsed_3).xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-20 of 598
"'C(")
Ill = (Q ::I t1) n G'):::T a.~ _.tl) 0 c
-Ill en- <Dill Project Name Clinch River SMR Boring No.
CO;;tJ MP-101 t1) Project No. 6468-13-1072 Sample No. U-8-BG
"'C Sample Depth (ft) 251.8-253.6 0
~
;;o r-- ---,
t1) 1
- End 1 Along 01 End 1 Along 02 II 0.1000 -,------- - - - _ _ : : : : _ __ _ 0.0950 End 1 Along 03 1
""'(") 0.0950 g.:-~=-----------------
;;o 0.0900 - I "P
0.0900 -t----..:::...~""'o----=-------------
........ 0.0850 +-------*
N 0.0850 - ~-=<"<,;:~,...--------- 0.0850 -f---------...:::.~:::;,;:..;ljl>...~-------
.... 0.0800 0.0800 f ">,- 0.0800 - . -----
"' [v=-0.0098x+0.09741 lv=-o.0078x+0.09551 ',
- '§ 0.0750 ' ' 0.0750 +------':::::::;=::::::::===:::;::~-~---'-------. 0.0750 r 1¥,;, 0.0046x + 0.07891 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 o.1ooo , End 2 Along 01 o.1ooo End 2 Along 02 o.o95o
- End 2 Along 03 0.0950 ~- -- -- 0.0950 4'----------------------- ~
0.0900 - 0.0900 -f-_;::q;~;_,;;,"'=:-.-,:---------------- 0.0850 *-- -- -- 0.0850 0.0800 ~ 0-0800 +----,========;,---...:::.=~~:::----
~:::~.
800 ~::-::::-:: ---- ------;:=====;::=;-- ~
~ 1v = -o.oos9x + 0.09751 lv=-o.0066x+0.0931 --
- E 1v = o.oo42Jc + o.o79sl 0.0750 +---~=r====;:='---~----.-------. 0.0750 -J:.-----'==r===~~~'--~----'--- 750 : '
0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 1 Prepared by/Date: Wll'll -z.-!;-JI.J M. Hamilton 10/31/13 Checked by/Date: T. landis 1/20/14 qJ2/&/I-f
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33} Project Name Clinch River SMR Tested by J. Dally Project No. 6468-13-1072 Date 11/8/2013 Boring No. MP-101 Reviewed by Mlft,.. Run No. N/A Date 1-51--ltf Sample No. Ll-10-BCH Unit Weight (g/cm"3) 2.665 Sample Depth (ft) 302.3-303.3 Unit Weight (lbs/ft"3) ~lwG:> J'~~ Mass (g) 1039.30 Temp. °F 71.6 Moisture Cond. Laboratory Air Dry Specific Gravity 2.67 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-0623/5/23/2014 'Parallel Bars CLT-0626/ 5/20/2014 V-Biock CLT-0625/5/20/2014 Scale CLT-0370/ 9/18/2014 Displacement Gage CLT-0721/ 6/17/2014 Steel Rule CLT-0556/ 9/10/2014 Feeler Gage Set CLT-0557I 9/17/2014 Square CLT-0622/ 5/20/2014 Calipers CLT-0260/ 5/21/2014 Length/Diameter Ratto (ASTM D4543-08. Sections 7.2 and 10): Check that LAvG I DAvG =2.0 to 2.5 L1 (In) 5.30 End 1 L2 (in) 5,28 L3 (In) 5.28 L4 (In) 5.29 lAVG (in) 5.29 D1 (in) 2.38 0 2 (in) 2.39 DAVG (In) 2.39 4.49 23.8 2.2 End 2 PASS or FAIL PASS Li-10-BCH AT DlmLog Rock Cores_RO plane comparison.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-22 of 598
ame Dimension Log for Intact Rocl< Cores ASTM 04543~08 (with deviations per SDDR-33} I Project Name I Clinch River SMR Boring No. MP-101 I Project No. I 6468-13-1072 Sample No. Li-10-BCH Sample Depth (ft) 302.3-303.3 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0120 PASS Section 9.3.2, Procedure P2 (RMC 3-27*2012) Perpendicularity (ASTM D4543*08,~on 9.S.1, Prooedure Pl): Check that Max Gap/ LAvG is less than or equal to 1/230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0370 0.0250 Max Gap/ LAVG 0.0070 FAIL L1*10*BCH AT DlmLog Rock Cores_RO plane comparlson.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-23 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-101 I Project No. I 6468-13-1072 Sample No. L1-10-BCH Sample Depth (ft) 302.3-303.3 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2, Procedure FP2}: Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.2s*. Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along 0 3 0.00 0.5636 0.5530 0.5608 0.24. 0.5642 0.5554 0.5610 0.48 0.5643 0.5584 0.5632 0.72 0.5643 0.5602 0.5642 0.96 0.5633 0.5620 0.5643 1.20 0.5632 0.5631 0.5635 1.44 0.5635 0.5654 0.5638 1.68 0.5630 0.5680 0.5659 1.92 0.5623 0.5692 0.5660 2.16 0.5600 0.5700 0.5660 Distance (In) End 2 Along 0 1 End 2 Along D2 End 2 Along 0 3 0.00 0.5653 0,5561 0.5615 0.24 0.5658 0.5576 0.5625 0.48 0.5658 0.5576 0,5630 0.72 0.5660 0.5600 0.5638 0.96 0.5661 0.5620 0.5647 1.20 0.5663 0.5638 0.5654 1.44 0.5663 0.5659 0.5662 1.68 0.5663 0.5675 0.5663 1.92 0.5654 0.5678 0.5668 2.16 0.5652 0.5684 0.5669 Dl D2 Ds Maximum departure from best-fit straight line (in) 0.002 0.001 0.001 PASS or FAIL FAIL ..FMlJ~r PASS L1-10-BCH AT DlmLog Rock Cores_RO plane comparison.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-24 of 598
"'C(")
Ill = (Q ::I t1) n G'):::T a.~ Ntl) en.., 0 c
-Ill en- <Dill Project Name Olnch River SMR Boring No. MP-101 CO;;tJ Project No. 6468-13-1072 t1)
Sample No. ll-1Q-BCH
"'C sample Depth [ft) 302.3-303.3.
0
~
~ End 1 Along D1 *j End 1 Along D2 End 1 Along D3
- 05560 -,:-_----------==--------- 0.5680 .
05650 : - - - - - --
,1 05750 . - - - - - - - - - = - - - - - - - -
""'(") 0.5700 - --- 0.5660 ( - -.-;;-:;
;;o 05640 ~e+ +-----
"P 0.5550 ' - - o..s64o r _. . ""-- .....__............--:::--
.... 056301?0~~ --
........ 05620 io----- --- ~*= 0.5600!: ~- ~--
05620 ~----> lv Q.0024x+O.SG:Bj
....~ 05610 1:-------r,;~~~~~;:~-=~~~~~~---- --- ----- --
05600 lv --0.0014x+0.56471 - -- 05550 -1::, :;::--:: 0.5600~ -f'-----------------------
"' ~ Iy= 0.0079x+ 0.55391 I 0.5590
- 05500 0.5580 +--------r-------r------~--------.
I o.oo 050 1.00 1..50 2.00 2.50 0.00 050 1.00 150 2.00 2.50 0.00 050 LOO 1.50 2.00 2.50
' End 2 Along D1 End 2 Along D2 End 2 Along D3 05750 f
!I Q.E700 I 0.5670 [ - - - - - - - - - - - - - - --
05565 ;- 0.5700 - - ! 0.5680 ~. . -~- - -
. +
- l e ----~
05660 ~
- p 0.5650 A>~
rt ~- -- I 0.5660 ~ 1, 0.5655 , - -- . o.s64o E - ------ - ------ 0 5600 ,_ - - 1 f
- I 6;; -=~--
- =--=-=-
1 I1-~-~=0.0026:<+056191 --- - 0.5550~-~-~----------------~--~~--~~ 0.5650 -
. -- 0.5620 II t lv=0.0053x+O.S55sl I t:---- -
lv,;-SE-D6x+0.56591 , II o 5545 05500 ~~* t~--- != ' . . - I 0.00 050 1.00 1.50 2.00 2.50 I 0.00 050 1.00 1.50 2.00 2.50 1 0.00 050 1.00 1.50 2.00 2.50 Prepared by]Date: Joey Daily 1ftJ/d!l{ Checked by/Date: f1l &.. 1- '% -ltf
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Dally Project No. 6468-13-1072 Date 111812013 Boring No. MP-101 Reviewed by JV'f'rt.. Run No. NIA Date t~!f Sample No. L1-11-BG Unit Weight (g/cm/\3) 2.692 Sample Depth (ft) 351.9-353.1 Unit Weight (ibs/ft/\3) 1'6'871" lhfl )}cV:lpl Mass (g) 1027.75 Temp. °F 71.0 Moisture Cond. Laboratory Air Dry Specific Gravity 2.70 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231512312014 Parallel Bars CLT-06261 512012014 V-B lock CLT-062515120/2014 Scale CLT-03701 911812014 Displacement Gage CLT-0721/ 611712014 Steel Rule CLT-05561 9/10/2014 Feeler Gage Set CLT-0557/ 911712014 Square CLT-06221 5/20/2014 Calipers CLT-0260/ 512112014 Length/Diameter Ratio (ASTM D4543*08, Sections 7.2 and 101: Check that LAvG I DAvG =2.0 to 2.5 5.19 End 1 L1 (In) L2 (in) 5.17 L3 (in) 5.16 L4 (in) 5.18 LAvG (In) 5.18 D1 (In) 2.38 0 2 (In) 2.39 DAvG (in) 2.39 Area (in 2 ) 4.49 3 Volume (in ) 23.3 LAvGIDAvG 2.2 End 2 PASS or FAIL PASS Ll-11-BG AT Dim Log Rock Cores_RO plane comparlson.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-26 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-101 I Project No. I 6468-13-1072 Sample No. L1-11-BG Sample Depth (ft) 351.9-353.1 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): Checl< that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (In) 0.0180 PASS Section 9.3.2, Procedure P2 (RMC 3*27*2012) Perpendicularity (ASTM 04543*08, Section g,g,t, Procedblre-P4): Check that Max Gap I LAve is less than or equal to 11230 =0.0043. At End 1 At End 2 Maximum Gap (In) 0.0250 0.0390 Max Gap I LAve 0.0075 FAIL L1-11-BG AT Dlmlog Rock Cores_RO plane comparison.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-27 of 598
ame Dimension Log for Intact Rocl< Cores ASTM 04543-08 (with deviations per SDDR-33} I Project Name I Clinch River SMR Boring No. MP*101 I Project No. I 6468-13-1072 Sample No. Ll-11-BG Sample Depth (ft) 351.9-353.1 End Flatness & Parallelism Tolerance (ASTM 04543-08, Section 9.2.2, Procedure FP2l: Check that flatness does not depart from best-fit straight line by more than 0.0011n. Check that maximum angular difference between opposing best-fit straight lines Is no more than 0.2.5'. Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along D3 0.00 0 . 5745 0.5538 0.5680 0.2.4 0.5741 0.5560 0.5680 0.48 0.5724 0.5580 0.5671 0.72 0.5702 0.5600 0.5660 0.96 0.5669 0.5614 0.5652 1.2.0 0.5645 0.5634 0.5647 1.44 0,5612 0.5645 0.5631 1.68 0.5589 0.5661 0.5613 1,92. 0.5562 0.5671 0.5613 2..16 0.5521 0.5648 0.5602 Distance (in) End 2. Along D1 End 2. Along 0 2 End 2. Along D3 0.00 0.5740 0.5516 0.5619 0.2.4 0.5728 0.5562 0.5665 0.48 0.5688 0.5569 0.5665 0.72 0.5669 0.5586 0.5652 0.96 0.5639 0.5603 0.5639 1.20 0.5616 0.5625 0.5632 1.44 0.5592 0.5639 0.5630 1.68 0.5561 0.5656 0.5617 1.92 0.5533 0.5678 0.5607 2.16 0.5489 0.5679 0.5576 01 Oz Ds Maximum departure from best-fit straight line (In) 0.002 0.003 0.004 PASS or FAIL FAIL FAIL FAIL Ll-11-BG AT DimLog Rock Cores_RO plane comparlson.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-28 of 598
"'C(")
Ill = (Q ::I t1) n G'):::T a.~ N.tl)
<D..,
0 c
-Ill en- Project Name Clinch River SMR Boring No~ MP-101
<Dill CO;;tJ Project No. 646lH3-1072 Sample No. U-11-BG t1)
"'C Sample Depth (ft) 351.9-353.~
0
~
~ End 1 Along 01 End 1 Along 02 End 1 Along 03
- 0.57Wc---------~--------
~
""'(") 0.5700 ~-- -
;;o 0.5680 0.5660 ~---~~--1~>2'~_,.
"P :::::tz-~~ f:'-~- -- _____________
.... 0.5600 ----------=---- ~ ~ -
........ o.s640 T
....~ o.s62o E -
-...:y;;;_ 0.5550 -
----:=---------;:::=====;--
0.5550 hv--o.mo7X+03767\ -~ lv=0-0059x+0.5552\ 0.5600 t -- .::--'+
"' 0.5500 - - 0.5500 - _ -ft__g\Y~=~-0;;;;.0;;;;0;;;39;;;;x;,;+.;;0;;;;.5,;;;68;;;;7J,\_ _ _~--~----~
1 0 5580 0.00 0.50 LOO LSD 2DO 2.50 0.00 0.50 ~-DO ~.50 2.00 2.50 0.00 0_50 1.00 1.50 2.00 2.50 End 2 Along 01 o.575o , End 2 Along 02 End 2 Along 03 0.5700 -- 0.5650 -- -:. --
- ~:: ~~=-:-~--*---
0.5640~~ 0.5600 ::::;;::+;::::;-~--------- 0.5620~-~~~- 0.5600 > ~ 0.5550 ~~~~~-------------.--------------- 0_5580 i:
;: 1v -a.oo2su- o.s66J
= ---*
0.5560 +:-....h'==:r---,=!----,-------,-- 0.00 0.50 LOO 1.50 2.00 2.50 11 Prepared by/Date: Joey Daily J) l'J./?413 1£-- Checked by/Date: /VlltC t}. -l.'f-;_J
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by M. Hamilton Project No. 6468-13-1072 Date 10/22/2013 Boring No. MP-101 Reviewed by (f\ffl/ Run No. N/A Date \-~\*14 Sample No. L1-13-BCEH Unit Weight (g/cm"3) 2.721 Sample Depth (ft) 451.4-452.4 Unit Weight (ibs/ft"3) ~ lltl r/YtJ-- Mass (g) 1043.35 Temp. °F/ *c no I 22.2 (/ Moisture Cond. Laboratory Air Dry Specific Gravity 2.73 Equipment ID No. I Calibration Due Equipment iD No. I Calibration Due Support Surface CLT-0623/5/23/2014 Parallel Bars CLT-0626/ 5/20/2014 V-B lock CLT-0625/5/20/2014 Scale CLT-0370/ 9/18/2014 Displacement Gage CLT-0444/ 1/22/2014 Steel Rule CLT-0556/ 9/10/2014 Feeler Gage Set CLT-0557/ 9/17/2014 Square CLT-0622/ 5/20/2014 Calipers CLT-0260/5/21/2014 Length/Diameter Ratio !ASTM D4543-08, Sections 7.2 and 10): Check that LAvG I DAvG =2.0 to 2.5 L1 (in) 5.22 End 1 L2 (in) 5.22 L3 (in) 5.23 L4 (in) 5.22 LAvG (in) 5.22 D1 (in) 2.39 0 2 (in) 2.39 DAvG (in) 2.39 2 Area (in ) 4.49 3 Volume (in ) 23.4 LAvG/DAvG 2.2 End 2 PASS or FAIL PASS L1-13-BCEH_D4543-08 DimLog Rock Cores_RO (Revised 2).xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-30 of 598
ame Dimension Log for Intact Rocl< Cores ASTM 04543-08 (with deviations per SDDR-33} I Project Name I Clinch River SMR Boring No. MP-101 I Project No. I 6468-13-1072 Sample No. L1-13-BCEH Sample Depth (ft) 451.4-452.4 Side Straightness (ASTM 04543-08, Section 9.1.1. Procedure 51): Checl< that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0010 PASS Section 9.3.2, Procedure P2 (RMC 3-27-2012) Perpendicularity (ASTM 04543-08, Section 9.3.1, Procedure Pll: Checl< that Max Gap I lAvG is less than or equal to 11230 = 0.0043. At End 1 At End 2 Maximum Gap {in) 0.0090 0.0120 Max Gap I lAvG 0.0023 PASS L1-13-BCEH_D4543-08 Dim log Rock Cores_RO (Revised 2).xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-31 of 598
Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-101 I Project No. I 6468-13-1072 Sample No. L1-13-BCEH Sample Depth (ft) 451.4-452.4 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.0011n. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.2s*. Distance (in) End 1 Along 0 1 End 1 Along D2 End 1 Along 0 3 0.00 0.0676 0.0664 0.0656 0.24 0.0696 0.0679 0.0676 0.48 0.0697 0.0705 0.0690 0.72 0.0697 O.D705 0.0704 0.96 O.D708 0.0714 0.0709 1.20 0.0702 0.0700 0.0701 1.44 0.0700 0.0693 0.0694 1.68 0.0703 0.0690 0.0683 1.92 0.0686 0.0686 0.0672 2.16 0.0684 0.0670 0.0671 _Distance (in) End 2 Along 0 1 End 2 Along 0 2 End 2 Along D3 0.00 0.0677 0.0654 0.0645 0.24 0.0678 0.0644 0.0638 0.48 0.0655 0.0646 0.0629 0.72 0.0642 0.0654 0.0625 0.96 0.0635 0.0647 0.0628 1.20 0.0632 0.0634 0.0628 1.44 0.0643 0.0632 0.0630 1.68 0.0649 0.0635 0.0635 1.92 0.0643 0.0648 0.0638 2.16 0.0637 0.0640 0.0627 01 02 Og Maximum departure from best-fit straight line (in) 0.002 0.003 0.003 PASS or FAIL FAIL FAIL FAIL L1-13-BCEH_D4543-08 DimLog Rock Cores_RO (Revised 2).xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-32 of 598
"'C(")
Ill = (Q ::I t1) n G'):::T a.~ wtl) w.., g,c ame cn!!l.
<Dill Project Name Clinch River SMR Boring No. MP-101 CO;;tJ Project No. 6468-13-1072 Sample No. Ll-13-BCEH t1)
"'C Sample Depth (ft) 451.4-452.4 0
~ I -------------------------
~ o.o11o End 1 Along 01 o.o12o End 1 Along 03
- 1 o.o= ~ End :Along 02 I r +
""'(") r-------------------------- 0.0710 ' i
;;o 0.0700 l
- 4 4 4 ' o.o1oo- + + I t + + +
- 0.0700 --- ... I
,_f . -~
u "P
.... 0.0690 t[__________________ ~:~::~ ~ -. - w + -----
r----------------------~-- . -- -- - - i 0.0670! ;
....~ o.o6so t + := 0670
----~ 0 0 0660
"' °" /v~-Gj-o5x+0.069l [
- Iy- 9E-05x + 0.0685/
0.0670 f 1 M~O , , 0.0650 0.00 0.50 1..{)0
.IY~ 9E-D5x.+ 0.06941 1..50 2.00 2.50 I
r -.;..
~ ~ ~ ~ ~ ~I I o.oo o.5o 1.00 1..50 2.00 2.50 I~
End 2 Along 01 o.o67o End 2 Along D2 o.o6so End 2 Along D3 0.0700 ' 0.0660 -*~-~-==---------------- 0.06451:-~==:::-::-::--::::-:---------__:= - 0.0640 -- ------------ 0~~ --11'- - - - + -- o.o65o E - - -- _ 0.0660 - ~~~ ~ ~--- --- ------ -* I
~ -.=--
0.0640~~ 0.0640 ~--~~~==--~ 0.0630 ~ * - - - - - - - - - - --1< - 4 + -
- 00620 ---------
. Iy ~ -0.0016x + 0.06661
. --- ~-~~Y=-=*=D-~00=0=~~+~0~.0=6~5~~---,------.-----~
0.0600 +------,-------.----,-----.------, 0.0620
- 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 t-0.00 0.50 1.00 1.50 2.00 2.50 0.00 Prepared by/Date: M. Hamilton ittij Checked by/Date: tAke-- I~ 2 f-1 V lfto/t-]
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Dally Project No. 6468-13-1072 Date 11/11/2013 Boring No. MP-101 Reviewed by .VI f.\"Z Run No. N/A Date *l--'5-14 Sample No. L1-14-BG Unit Weight (g/cm113) 2.700 sample Depth (ft) 498.2-499.0 Unit Weight (lbs/ft113) *1~ f0Ci )j71.A>/ /14-Mass (g) 995.47 Temp. °F 71.0 Moisture Cond. Laboratory Air Dry Specific Gravity 2.71 Equipment lb No. I Calibration Due Equipment ID No. I Calibration Due support surface CLT-0623/5/23/2014 Parallel Bars CLT-0626/ 5/20/2014 V-B lock CLT -0625/5/20/2014 Scale CLT-0370/ 9/18/2014 Displacement Gage CLT-0721/ 6/17/2014 Steel Rule CLT-0556/ 9/10/2014 Feeler Gage Set CLT-0557 /9/17/2014 Square CLT"0622/ 5120/2014 Calipers CLT-0260/ 5/21/2014 length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAvG I DAvG =2.0 to 2.5 End 1 l1 (In) 5.00 l 2 (in) 5.01 La (In) 5.01 L4 (in) 5.01 lAVG (In) 5.01 D1 (in) 2.39 D2 (In) 2.39 DAvG (in) 2.39 Area (in 2
) 4.49 I Volume (in 3
) 22.5 I
~-~
lAvGfDAVG 2.1 I " End 2 PASS or.FAil PASS ----~------ I L1-14-B,G AT Dim Log Rock Cores_RO plane comparlson.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-34 of 598
Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-101 I Project No. I 6468-.13-1072 Sample No. U-14-BG Sample Depth (ft) 498.2-499.0 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0020 PASS Section 9.3.2, Procedure P2 (RMC 3*27-2012) Perpendicularity (ASTM 04543-08, Sectlol'l Q,l!,1. Procedljre P:L): Check that Max Gap I LAvG Is less than or equal to 11230 =0.0043, At End 1 At End 2 Maximum Gap (inl 0.0060 0.0050 Max Gap I LAvG 0,0012 PASS L1*14-B,G AT Dim Log Rock Cores_RO plane comparlson.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-35 of 598
ame Dimension log for Intact Rocl< Cores ASTM D4543M08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-101 I Project No. I 6468-13-1072 Sample No. Ll-14-BG Sample Depth (ft) 498.2-499.0 End Flatness & Parallelism Tolerance (ASTM 04543-08, Section 9.2.2. Procedure FP2): Check that flatness does not depart from best*flt straight line by more than 0.001 in. Check that maximum angular difference between opposing best*flt straight lines Is no more than 0.25'. Distance (In) End 1 Along 0 1 End 1 Along Dz End 1 Along 0 3 o.oo 0.4806 0.4841 0.4824 0.24 0.4853 0.4879 0.4835 0.48 0.4871 0.4888 0.4875 0.72 0.4879 0.4892 0.4884 0.96 0.4880 0.4892 0.4884 1.20 0.4879 0.4886 0.4884 1.44 0.4878 0.4886 0.4883 1.68 0.4879 0.4886 0.4881 1,92 0.4885 0.4886 0.4881 2.16 0.4885 0.4863 0.4881 Distance (in) End 2 Along 0 1 End 2 Along 0 2 End 2 Along 0 3 0.00. 0.4833 0.4870 0.4872 0.24 0.4858 0,4873 0.4882 0.48 0.4870 0.4890 0.4890 0.72 0.4883 0.4891 0.4892 0.96 0.4890 0.4892 0.4893 1.20 0.4891 0.4892 0.4893 1.44 0.4889 0.4893 0.4893 1.68 0.4889 0.4893 0.4893 1.92 0.4882 0.4893 0.4893 2.16 0.4857 0.4892 0.4843 01 02 Ds Maximum departure from best*fit straight line (in) 0.004 0.003 0.004 PASS or FAIL FAIL FAIL FAIL Ll-14-B,G AT Dim log Rock Cores_RO plane comparlson.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-36 of 598
"'C(")
Ill = (Q ::I t1) n G'):::T a.~ wtl) 0 c
-Ill en- <Dill ame Project Name Clinch River SMR Boring No. MP-101 CO;;tJ Project No.
t1) 6468-13-1072 Sample No. ll.-14-BG
"'C Sample Depth (ft) 498.2-499.0 0
~
~ End 1 Along D1 End 1 Along
- 0.4920 c;_ _ _ _ _ _ _ _ _ _: : _ _ a.49oo r _____ :_:_:::_::.:' ..::::::.: D2 End 1 Along 03 0.4920 _ _ _ _...=.:__ _ ____,:c.__ _ _ _ _ __
0.4890 ... :!t ------ ---
""'(") 0.4900 ~ - --- 0.4900 t ~
;;o 0.4880 -- ...... ~
0.4880 IF~-~
"P
.... 0.4870 ----- -- - 0.4880 L~ -~-~---
~-:?_~--.-
0.4860 ---------- ----
........ ~==-- ~4860 ~-----------------j1>t__==
0.4840 lv o,0022x+o.4848f--
....~
0.4820 t
------ h* 0.0025x + 0.4843 t-- lv-o.ooosx+0.48741 :
o.4820 l ;--- t
"'
- 0.4800 +.;:,----,----~---~--~---~ 0.4800 +~---~---r---~--....,-----,
0.00 0.50 LOO 1.50 2.00 2.50 0.00 0.50 LOG 1.50 2.00 2.50 0.00 050 1.00 1.50 2.00 2.50 I o.492a End 2 Along D1 _ -.:-_ _ _ E_n_d_2_A_I_o_n~g_D_2 _____ 1 o.492o
- End 2 Along 03 0 4910 0.4900 -- --
--- i 0.4900 ' * ~--+ ~ i 0.4900 ~
0.4890 [:_ --. $ .... :=;]![- .?-':': - - .,.. i 0.4880 1 ~t::~~--*~-=-=-=*==-=-~==-=-=*~-=~~-~~~-=-=~~-~-~--
~- :;It 0.4880 -- i t0 I 0.4860 +- - - - - - - - - - - - - - - - - - - -
0.4840 . . 0.4870 - v ---
, 'f lv=o.oo13x+0.48611
! 0.4820 -l::----,----,---.!¢:.===;==:::_-. ! 0.4850 1 0.4840 ~ lv--0.0004x+0,4889l__.
I 0.00 0.50 LOG 1.50 2.00 2.50 l 0.00 0.50 LOO 1.50 2.00 2.50 l 1 o.ao 0.50 :1.0Q. 1.50 2.00 z.so 1 Prepared by/Date: Joey Daily ~#;r :::>'-5' Checked by/Oate: JAP.:-c. ( -:?'- Hf
ame Dimension Log for Intact Rock Cores ASTM 04543*08 (with deviations per SDDR-33}
#B I/7/.JI/t/ y.~rli dH{tc.(
Project Name Clinch River SMR Tested by J. Daily 1M. Hamilton Project No. 6468-13-1072 Date 112212014 Boring No. Run No. MP-103 NIA Reviewed by Date T. Landis 112912014
/,;t '"'t 3
Sample No. L3-3-BH Unit Weight (g/cm ) 2.694 Sample Depth (ft) 163.5-164.3 Unit Weight (lbs/ft') 416'~ tlu8 !}61.1.); 3 Mass (g) 1068.43 Temp; (°F I 'C) 72.7 I. 22.6 Moisture Cond. Laboratory Air Dry Specific Gravity 2.70 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231 5/2312014 Parallel Bars CLT-0626/512012014 V-Biock CLT-0625/ 512012014 Scale CLT-03701 911812014 Displacement Gage CLT -0721/ 611712014 Steel Rule CLT-05561 9/1012014 Feeler Gage Set CLT-0557/ 911712014 Square CLT-06221 5/2012014 Calipers CLT-02601 512112014 Length/Diameter Ratio (ASTM 04543-08, Sections 7.2 and 10): Check that LAva I DAvG = 2.0 to 2.5 End 1 L1 (in) 5.37 L2 (in) 5.35 Ls (in) 5.35 L4 (in) 5.37 LAVG (in) 5.36 D1 (in) 2.40 D2 (in) 2.40 DAVG (in) 2.40
-~
2 Area (in ) 4.52 3 Volume (in ) 24.2 LAvGIDAVG 2.2 End 2 PASS or FAIL PASS MP-103 L3-3-BH DimLogSV 04543-08 Rl.xlsx Clinch Riv.er Data Report Rev. 4 CRP-1112.16 Page G.S-38 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-103 I Project No. I 6468-13-1072 Sample No. L3-3-BH Sample Depth (ft) 163.5-164.3 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0180 PASS Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 1/230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0490 0.0100 Max Gap I LAvG 0.0091 FAIL MP-103 L3-3-BH DimLogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-39 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-103 I Project No. I 6468-13-1072 Sample No. L3-3-BH Sample Depth (ft) 163.5-164.3 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2. Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight Jines is no more than 0.25'. Distance (in) End 1 Along D1 Encl 1 Along D2 End 1 Along D3 0.00 0.5421 0.5293 0.5363 0.24 0.5422 0.5294 0.5363 0.48 0.5415 0.5294 0.5360 0.72 0.5398 0.5304 0.5360 0.96 0.5380 0.5319 0.5360 1.20 0.5357 0.5338 0.5358 1.44 0.5339 0.5356 0.5358 1.68 0.5323 0.5378 0.5358 1.92 0.5297 0.5400 0.5358 2.16 0.5272 0.5409 0.5358 Distance (in) End 2 Along 0 1 End 2 Along D2 End 2 Along D3 0.00 0.5444 0.5247 0.5375 0.24 0.5444 0.5262 0.5375 0.48 0.5428 0.5280 0.5375 0.72 0.5401 0.5291 0.5368 0.96 0.5370 0.5306 0.5356 1.20 0.5343 0.5324 0.5343 1.44 0.5320 0.5336 0.5338 1.68 0.5303 0.5346 0.5333 1.92 0.5295 0.5356 0.5333 2.16 0.5275 0.5383 0.5333 01 D2 D3 Maximum departure from best-fit straight line (in) 0.002 0.002 0.001 PASS or FAIL FAIL FAIL PASS Maximum angular diff. between opposing best-fit lines (deg) MP-103 L3-3-BH DimLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.640 of 598
"'C(")
Ill = (Q ::I t1) n G'):::T a.~ J:,.<
.... !!l 0 c
-Ill en-
<Dill Clinch River SMR Boring No. MP-103 CO;;tJ t1) 6468-13-1072 Sample No. G-3-BH
-g Sample Depth (ft) 163.5-164.3
~
~ End 1 Along 01 I
~- End 1 Along 03
- End 1 Along 02 0.5500 r - - - - 0~450
""'(")
;;o 0~450 tc~---~------------------- 0.5400 -* I :::p~ ------------
0.5365 *
"P
.... 0~400 r -- --- _
........ 0.5350 - - -- 0.5360 ~
- N 0~350 -- =c:::::~~~-o-. -------
- ..... 0.5355 0~300 ' .- - 0.5300 ~ -4:?- .v:-*
"' 0.5350 - - --
0.5250 1r - ............. ' ..... ~ * .....--.--.-... i """ o.525o Iv- o.oo6x + o:5274J rlv=-D.0002x+0.53621 ----------- r o.5345 * . * *
- r 0.00 0~0 1.00 1.50 2.00 1
250 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 II I 0 _5.500 .:------=E=n.:.:d=-=2:..:A:..:I:..:o:..:n:sgL0=-=1_____ o~4oo End 2 Along 02 o~4oo t End 2 Along 03 o.538o r--- 0.5350 --------
- ~::: ~---:: ::*-- 0.5360 ~;~----
0.5350~-~~ 0.5300 -. 0.5340 l=-~----- 0~300-'--- . ~~ 0.5250 ~- 0.5320 ~ - --~ 0 5250
" .~ lv=-D.0087x+0.54571 0.5200 0.5300 - - -
0.5200 r , r jy =, 0.006x + 0.52451 ° IY= -D.0025x + 0.5381 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 l ~0 0.50 1.00 1.50 2.00 2.50
= ]}jt/Wftf ;rt J. J/1.-"tfivf Prepared by/Date: J. Daily I M. Hamllton 1/22/14 Checked by/Date: T. landis 1/29/14 L'L'd */2,/1-f
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) l}l;ll It'l I1£} /)J t/-J(j/1~ Project Name Clinch River SMR Tested by M. Hamilton I J. Dally Project No. 6468-13-1072 Date 112212014 Boring No. MP-105 Reviewed by T. Landis AI Run No. NIA Date 112912014 Unit Weight (g/cm 3 Sample No. L3-5-BH ) 2.692 Sample Depth {ft) 82.7-83.3 Unit Weight (lbs/ft 3
) -a.eg.,.a.. 1& [3 fjYJI:;
Mass (g) 445.49 Temp. (°F I 'C) 73.7 I 23.2 Moisture Cond. Laboratory Air Dry Specific Gravity 2.70 Equipment ID No. I Calibration Due Equipment ID No./ Calibration Due Support Surface CLT-06231 512312014 Parallel Bars CLT-06261 512012014 V-B lock CLT-06251 512012014 Scale CLT-03701 911812014 Displacement Gage CLT-07211 611712014 Steel Rule CLT-0556/911012014 Feeler Gage Set CLT-0557I 911712014 Square CLT-06221 512012014 Calipers CLT-02601 512112014 Length/Diameter Ratio (ASTM 04543-08, Sections 7.2 and 10): Check that LAvG I DAvG = 2.0 to 2.5 End 1 L1 (in) 4.10 Lz (in) 4.10 L3 (in) 4.10 L4 (in) 4.11 LAVG (in} 4.10 0 1 (in) 1.77 Dz (in) 1.77 DAVG (in} 1.77 2 Area (in ) . 2.46 3 Volume (in ) 10.1 LAvGIDAvG 2.3 End 2 PASS or FAIL PASS MP-105 L3-5-BH DimLogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.642 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-105 I Project No. I 6468-13-1072 Sample No. L3-5-BH Sample Depth (ft) 82.7-83.3 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap {in) 0.0340 FAIL Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230 =0.0043. At End 1 At End 2 Maximum Gap (In) 0.0320 0.0470 Max Gap I LAvG 0.0115 FAIL MP-105 L3-5-BH DimlogSV D4543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.643 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-105 I Project No. I 6468-13-1072 Sample No. L3-5-BH Sample Depth (ft) 82.7-83.3 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25*. Distance (in) End 1 Along D1 End 1 Along 0 2 End 1 Along D3 0.00 0.2046 0.1930 0.1949 0.18 0.2049 0.1947 0.1971 0.36 0.2058 0.1980 0.1999 0.54 0.2062 0.2005 0.2019 0.72 0.2062 0.2031 0.2038 0.90 0.2062 0.2057 0.2058 1.08 0.2062 0.2085 0.2080 1.26 0.2063 0.2105 0.2098 1.44 0.2063 0.2127 0.2107 1.62 0.2063 0.2144 0.2112 Distance (in) End 2 Along 0 1 End 2 Along D2 End 2 Along D3 0.00 0.2030 0.1945 0.1976 0.18 0.2030 0.1960 0.1984 0.36 0.2043 0.1990 0.2012 0.54 0.2053 0.2014 0.2031 0.72 0.2055 0.2040 0.2051 0.90 0.2055 0.2061 0.2066 1.08 0.2055 0.2087 0.2084 1.26 0.2055 0.2114 0.2101 1.44 0.2055 0.2133 0.2119 1.62 0.2050 0.2148 0.2135 Dl Dz Dg Maximum departure from best-fit straight line (in) 0.001 0.001 0.002 PASS or FAIL PASS PASS FAIL Maximum angular diff, between opposing best-fit lines (deg) PASS or FAIL MP-105 L3-5-BH DimlogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.644 of 598
"'C(")
Ill = (Q ::I t1) n G'):::T a.~ J:,.< cntl) 0 c
-Ill en- <Dill Boring No.
Clinch River SMR MP-105 CO;;tJ t1) 6468-13-1072 Sample No. L3-5-BH
"'C Sample Depth (ft) 82.7-83.3 0
~
~ End 1 Along Dl End 1 Along 02
- 0.2150 .------ End
- -1. : Along
- o _D3 _ _ _ _ __
0.2080 - . : - - - - - - - - - - - - - - - 0.2200
""'(") 0.2070 --. --- 0.21.50 - [ - - - - - - - - -
- 02:100 -
;;o _..,
"P o.2oso r A_ .., "'!::::::=-v~
0.2:100 - -§V;; -
.... 0.2050 ~----~~~~~~~~~------
-~-
........ 0.2050 -~- -
N 0.2050 - - -- - ....,:::-;:---- 0.2000
.... 0.2000 ~:: -
0.2040 -F------------r-ee-:-:=--=,.--- 0.~950 r~-------~==-=======---
"' 0.1950 *o;-:::-::- - ~
0.:1900 J Y= 0.0079x + 0.19ssj 0.2030 ~-:...__ _ _,--_ _ _,.--~'::=::::;:====;='----~ 0.1900 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1..00 1.50 2.00 2.50 o.2oso End 2 Along Dl ______E_n_d_2_A_Io_n~g~D_2_________ , o22oo End 2 Along D3 0.2200 -.:- 0.2070 1!:________________ I 0.21.50 t _______:______ 02150 --~-- 0.2060 > ---------- 02100 -~ 0.2050 ;: ____ .,--~--* + *- -~-
!I 0.2100 r-------------=~~8~
0.2050 ~-- - 0.2040 ------ i 0.2050 t----:-.::-::;i:;=::~~:t::::::::_:_______
---- 0.2000 - - ::::- - -
02030 ------- 0.1950 ::~ y 0.0098x+0.1943 ' 0.2000 ~~;?~=----,-=-----~--
. o.195a lv=o.oo76x+0.1974j 0.2020 ,:;;---;:;::---~---~===:s:~~~ 0~900 +----,----,---~---~--~ I 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 L---------------* I 1'1/f ;/-¥!/1'1 Jj 1/S6/Jif Prepared by/Date: M. Hamilton I J. Daily 1/22/14 Checked by/Date: T. Landis 1/'lE/14 ~ *(2.li J1'4:
ame Dimension Log for Intact Rocl< Cores ASTM 04543-08 (with deviations per SDDR-33) li1AIN /J};hO);tJ Project Name Clinch River SMR Tested by M. Hamilton I J. Dally Project No. 6468-13-1072 Date 112212014 Boring No. MP-105
- Reviewed by T. Landis 4th Run No. NIA Date 112912014 3
Sample No. L3-7-BH Unit Weight (g/cm ) 2.705 Sample Depth (ft) 138.1-138.9 Unit Weight (ibs/ft') 1-6'8':9 lw'1 pe!v;;r. 4--14-* Mass (g) 452.17 Temp. (°F I *q 73.7 I 23.2 Moisture Cond. Laboratory Air Dry Specific Gravity 2.71 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT -06231 512312014 Parallel Bars CLT-06261 512012014 V-Biock CLT-06251 512012014 Scale CLT-03701 911812014 Displacement Gage CLT-07211 611712014 Steel Rule CLT-05561 911012014 Feeler Gage Set CLT-05571 911712014 Square CLT-06221 512012014 Calipers CLT-02601 512112014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAvG I DAVG::: 2.0 to 2.5 End 1 l 1 (in) 4.16 lz (in) 4.16 L3 (in) 4.16 l 4 (in) 4.17 lAVG (in). 4.16 D1 (in) 1.77 D2 (in) 1.77 DAvG (in) 1.77 2 Area (in ) 2.46 3 Volume (in ) 10.2 LAvGIDAvG 2.4 End 2 PASS or FAIL PASS MP-105 L3-7-BH DimLogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-46 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33} I Project Name I Clinch River SMR Boring No. MP-105 I Project No. I 6468-13-1072 Sample No. L3-7-BH Sample Depth (ft) 138.1-138.9 Side Straightness (ASTM 04543*08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0220 I FAIL Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230 = 0.0043. At End 1 At End 2 Maximum Gap (in) 0.0090 0.0070 Max Gap I LAvG 0.0022 PASS MP-105 L3-7-BH DimLogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-47 of 598
ame Dimension Log for Intact Rock Cores ....*.1 ASTM 04543-08 (with deviations per SDDR-33} I Project Name I Clinch River SMR Boring No. MP-105 I Project No. I 6468-13-1072 Sample No. L3-7-BH Sample Depth (ft) 138.1-138.9 End Flatness & Parallelism Tolerance (ASTM D4543-08. Section 9.2.2, Procedure FP2l: Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance (in) End 1 Along D1 End 1 Along D2 *End 1 Along D3 0.00 0.2661 0.2676 0.2667 0.18 0.2661 0.2676 0.2667 0.36 0.2661 0.2675 0.2667 0.54 0.2661 0.2667 0.2667 0.72 0.2664 0.2667 0.2667 0.90 0.2664 0.2667 0.2667 1.08 0.2664 0.2671 0.2667 1.26 0.2665 0.2671 0.2667 1.44 0.2665 0.2671 0.2667 1.62 0.2660 0.2668 0.2667 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along 0 3 0.00 0.2636 0.2660 0.2671 0.18 0.2666. 0.2660 0.2671 0.36 0.2667 0.2660 0.2671 0.54 0.2668 0.2662 0.2671 0.72 0.2668 0.2663 0.2671 0.90 0.2668 0.2665 0.2671 1.08 0.2668 0.2665 0.2671 1.26 0.2668 0.2665 0.2671 1.44 0.2662 0.2665 0.2671 1.62 0.2641 0.2665 0.2649 Dl Oz Ds Maximum departure from best-fit straight line (in) 0.002 0.000 0.001 PASS or FAIL FAIL PASS PASS MP-105 L3-7:BH DimlogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.648 of 598
. "'C (") Ill = (Q ::I t1) n G'):::T a.~ J:,.<
<Dtl) 0 c
-Ill en-
<Dill Cinch River SMR Boring No. MP-105 CO;;tJ t1) 6468-13-1072 sample No. L3-7-BH
"'C Sample Depth (ft} 138.1-138.9 0
~
~ End 1 Along 01 End 1 Along 02
- 0.2680 .,_ 0.2690 , . . . - - - - * - - - - - - - - - - - - - - - - - - - - - -
. End 1 Along 03
""'(") 0.2675
~
l--_-_-_-_-_-_--_-_-_-_-_-_-_-_-_-_--_-_-_...,_::-_::c---- 0.2685 -- ------- '
;;o 0.2680 ---- --
0.2670 t'"------------------------ I=::: ~------------------------*
"P
.... 0.2675 * --
0.2665 ~ + * * "lt '¥ 0.2670 ... ... .. N 0.2665 1
~-==~*:=:*~~*==~*:=:*~~*==~*:==*~~*
0.2660 t + .. * ..
- ..... ~ o.2665 * + * -* ---
1:I 02655 .!:__ I _ ----------- _ _ lv_=_::O~o~~4x+0.26741
"' 0 2660
. ~- - - - - - - - - - - - - - - - - -ly;0.0002x+0.2661 0.2650 . ::::: I=iv_-~1~-~~=~~~~--.-------~--
\ 0.2655 +----~~---~-----.----~
0.00 0.50 1.00 1.50 2.00 ' 0.00 0.50 1.00 1.50 2.00 o.oo 0.50 1.00 1.50 2.00 I End 2 Along 01 -----~E~nd~2~A~Io~n~g~0~2~------ 0.2690 .,_ End 2 Along 03 0.2680 -r,----------""'-------- o.268o ,.. 0.2675 - - -- 0.2670f**+++++ 0.2680 '~----- ---- 0.2670 ----------- - 0.2660 --~,~============*-' 0.2670~ ~ 0.2650 0.2665
- 0.2660 -£:=:;:;~~==~===~~=~=~===
t --- --- Q2600 ~----- - ------- 0.2655 ------- --- 0.2640 ' *** - "' 0.2650 - ----- ~ 0.2650 I
~ lv= -D.0007x+ 0.2674
___ t lv=7E-D5x+0.26611 U.L.b30 ~ 0.2645 0.2640 +-----~-------,-----.------. l1 0.00 0.50 1.00 1.50 2.00 0.00 0.50 1.00 1.50 2.00 0.00 0.50 1.00 1.50 2.00 1'1~' lft~/}f~"b-~-fL-1" _ _ _ _ _ ____, Prepared by/Date: M. Hamilton I J. Daily 1/22/14 Checked by/Date: T. Landis 1/29/14 /('£ 1/z't/f-t
ame Dimension Log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR-33} Jfj!hd/1.1 li\\J l/-7.tt{ (~ Project Name Clinch River SMR Tested by J. Daily I M. Hamilton Project No. 6468-13-1072 Date 1/22/2014 Boring No. MP-105 Reviewed by T. Landis 4d'"J Run No. N/A Date 1/29/2014 3 Sample No. L3-9-BH Unit Weight (g/cm ) 2.665 Sample Depth (ft) 186.6-187.2 Unit Weight (lbs/fe) ,;J,fi).4- l~~ fit)/ . Mass (g) 414.84' Temp. (°F I 'C) 73.7 I 23.2 Moisture Cond. Laboratory Air Pry Specific Gravity 2.67 Equipment ID No./* Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-0623/5/23/2014 Parallel Bars CLT-0626/5/20/2014 V-Biock CLT-0625/5/20/2014 Scale CLT-03701 9/18/2014 Displacement Gage CLT-0721/6/17/2014 Steel Rule CLT-0556/9/10/2014 Feeler Gage Set CLT-0557/9/17/2014 Square CLT-0622/5/20/2014 Calipers CLT-0260/5/21/2014 Length/Diameter Ratio (ASTM 04543-08, Sections 7.2 and 10): Check that LAvG I DAvG = 2.0 to 2.5 End 1 L1 (in) 3.84 L2 (in) 3.85 l3 (in) 3.85 L4 (in) 3.84 LAVG (in) 3.85 D1 (in) 1.77 0 2 (in) 1.77 DAVG (in) 1.77 Area (in 2
) 2.46 I Volume (in 3
9.5 I
)
~J--"'
LAvG/DAvG 2.2 I End 2 PASS or FAIL PASS MP-105 L3-9-BH DlmlogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-50 of 598
ame Dimension Log for Intact Rock Cores I: ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-105 I Project No. I 6468-13-1072 Sample No. L3*9-BH Sample Depth (ft) 186.6-187.2 Side Straightness (ASTM 04543-08. Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0140 PASS Perpendicularity (ASTM 04543*08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230 = 0.0043. At End 1 At End 2 Maximum Gap (in) 0.0100 0.0100 Max Gap I LAvG 0.0026 PASS MP-105 L3*9-BH DimLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-51 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33} I Project Name I Clinch River SMR Boring No. MP-105 I Project No. I 6468-13-1072 Sample No. L3-9-BH Sample Depth (ft) 186.6-187.2 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along D3 0.00 0.0810 0.0738 0.0811 0.18 0.0815 0.0793 0.0811 0.36 0.0826 0.0814 0.0819 0.54 0.0834 0.0826 0.0830 0.72 0.0844 0.0838 0.0839 0.90 0.0846 0.0845 0.0849 1.08 0.0847 0.0846 0.0851 1.26 0.0849 0.0846 0.0853 1.44 0.0849 0.0846 0.0854 1.62 0.0849 0.0846 0.0855 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along D3 0.00 0.0819 0.0814 0.0823 0.18 0.0821 0.0800 0.0822 0.36 0.0829 0.0824 0.0822 0.54 0.0837 0.0833 0.0826 0.72 0.0844 0.0840 0.0837 0.90 0.0849 0.0845 0.0849 1.08 0.0853 0.0848 0.0859 1.26 0.0854 0.0849 0.0860 1.44 0.0854. 0.0849 0.0861 1.62 0.0854 0.0849 0.0854 D1 Dz Dg Maximum departure from best-fit straight line (in) 0.001 0.004 0.001 PASS or FAIL PASS FAIL PASS Maximum angular diff. between opposing best-fit lines (deg) MP-105 L3-9-BH DimlogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-52 of 598
"'C(")
Ill = (Q ::I t1) n G'):::T a.~ cntl) w.., 0 c
-Ill en-
<Dill CO;;tJ Clinch River SMR Boring No. MP-105 t1) 6468-13-1072 Sample No. L3-9-BH
"'C Sample Depth (ft) 186.6-187.2 0
~
1
~ -- End 1 Along 01 1 End 1 Along 02 0.0900 _ _ _ _ _ _ _ _ _ _ c::c__ _ _ _ _ __
- t l 0.0880 End i Along D3
.,-----------=---------
j 1 0.0880
""'(") I o.o87o ' * ----- I
;;o 0.0860 -&- ~ + 1 0.0850 1 "' -"' ~
0.0860 ----- ~ l*
"P
.... ~ ------ I 0.0840 --~-*- ----- ----
........ o.o8oo L- g;:.;;*~ --
.1 0.0820 ,~- -- ---- 1
....~ ~ ~---
o.o82o~
- _ -
II 0.0750
. 0.0800 - - Iy- 0.0032x + 0.0812 I II
"' 0.0810 ~-- o.0025x+0.08171 Iy = 0.0053x + 0.07811 0.0800 lv l t 0.0780 I 0.0700 + . .
- 1
~ ~ ~ ~ ~I ~ ~ ~ ~ ~I ~ ~ ~ ~ ~I I
------~E~n~d~2~A~I~o~ng~0~1_________ End 2 Along 02 I r --- End 2 Along 03 I 0.0880 '
f ---- 0.0860 ~---- :::::~ . . --~ ~::- 00840
+ -
-----* 0.0840 ----~--~--- ___ . . 1 -0.0840 1::!t __ ---:::~- *
. ~ - - 0.0820 ---:;;-~-- E.~--
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---- . I * ,_ '
~~~~~-~ 0.0800 - -; 0.0820 ' ---- ---~~=====:;-----
E Iy =0.0028x + 0.08121 I r- - Iy =0.0029x+ 0.08181 0.0800
~
0.00 0.50 1.00 150 2.00 0.0780 o.oo o5o 1.oo 1.5o 2.oo I 1
! 0.0800 1
o.oo . o.5o 1.oo_ 1.5o 2.oo JfJJty/;q i"'rl t/ZPil
- Prepared by/Date: J. DallY (M. Hamilton 1/22/14 Checked by/Date: T.landis 1/29/14 /'[;/I{OZ'l/1-f I ..
ame Dimension log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J.Daily J.JJJfMJ/;1/ Project No. 6468-13-1072 Date 1/2712014 Boring No. MP-106 Reviewed by T. Landis a~t Run No. NIA Date 112912014 3 Sample No. L3-11-BG Unit Weight (g/cm ) 2.681 Sample Depth (ft) 96.3-96.8 Unit Weight (lbs/ft") '4-G+.4- ((j 7 ~ Mass (g) 474.54 Temp. (°F I *q 73.3 I 22.9 Moisture Cond. Laboratory Air Dry Specific Gravity 2.69 Equipment ID No. I Calibration Due Equipment ID No./ Calibration Due Support Surface CLT-06231 512312014 Parallel Bars CLT-06261 512012014 V-B lock CLT-06251 512012014 Scale CLT-0370/911812014 Displacement Gage CLT-07211 611712014 Steel Rule CLT-05561 911012014 Feeler Gage Set CLT-0557/9/1712014 Square CLT-06221 512012014 Calipers CLT-02601 5/2112014 Length/Diameter Ratio (ASTM 04543-08, Sections 7.2 and 10): Check that LAvG I DAvG =2.0 to 2.5 End 1 L1 (in) 2.40 L2 (in) 2.40 L3 (in) 2.40 L4 (in) 2.40 LAVG (in) 2.40 D1 (in) 2.40 D2 (in) 2.40 DAVG (In) 2.40 Area (in 2
) 4.52 I Volume (in 3
) 10.8 I
--)-_
LAvGIDAvG 1.0 I ""' End 2 PASS or FAIL FAIL. MP-106 L3-11-BG DimlogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-54 of 598
imension Log for Intact Rocl< Cores A M 04543*08 (with deviations per SDDR-33} Clinch River SMR Boring No. MP-106 6468-13-1072 Sample No. L3-11-BG Sample Depth (ft) 96.3-96.8 between specimen and flat surface does not exceed 0.020 in. Max Gap (in) At End 1 Maximum Gap (in) Max Gap I lAvG 0.0000 PASS MP-106 L3-11-BG DimlogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-55 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Boring No. MP-106
\. Project No. 6468-13-1072 Sample No. L3-11-BG
\ Sample Depth (ft) 96.3-96.8 End Flat~ Parallelism Tolerance IASTM D4543-08 Section 9.2.2 Procedure FP2l:
Check that flat~ does not depart from best-fit straight line by more than 0.001 in. Checl< that maximu~gular difference between opposing best-fit straight lines is no more than 0.25'. Distance (in) \.End 1 Along 0 1 End 1 Along D2 End 1 Along 0 3 0.00 0.24 0.48 0.72 0.96 1.20 1.44 1.68 1.92 2.16 Distance (in) End 2 Along D1 End 2 Alon),p 2 End 2 Along 0 3 0.00 0.24 \ 0.48 I~ 0.72 0.96 1.20 1.44 _'\(<' 1.68 1.92 2.16 Dl Dz \_o3 Maximum departure from best-fit straight line (in) #DIV/01 #DIV/0! #o"hqo! PASS or FAIL #DIV/01 #DIV/01 #DIV/~ Maximum angular diff. between opposing best-fit lines (deg) #DIV/0! #DIV/0! #DIV/0! PASS or FAIL #DIV/0! #DIV/0! #DIV/0! MP-106 L3-11-BG DimLogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-56 of 598
ame Dimension log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Daily If):) 1/!Jt/!1./ Project No. 6468-13-1072 Date 113012014 Boring No. MP-106 Reviewed by T. Landis /'111. 1/31 ~It Run No. NIA Date 113112014 3 Sample No. L3-13-BCG Unit Weight (g/cm ) 2.681 Sample Depth (ft) 163.4-164.0 Unit Weight (lbslft') t~- ~(.,1 {fo?r Mass (g) 773.14 Temp. (°F I *q 69.9 I 21.1 Moisture Cond. Laboratory Air Dry Specific Gravity 2.69 Equipment ID No./ Calibration Due Equipment ID No./ Calibration Due Support Surface CLT-0623/ Sl23/2014 Parallel Bars CLT -0626/ 5/20/2014 V-B lock CLT-0625/ 5120/2014 Scale CLT-0370/ 9/18/2014 Displacement Gage CLT~0721/ 6117/2014 Steel Rule CLT-0556/ 9/10/2014 Feeler Gage Set CLT-0557/ 9117/2014 Square CLT-0622/ 5/20/2014 Calipers CLT-0260/ 5121/2014 length/Diameter Ratio (ASTM 04543-08, Sections 7.2 and 10): Check that LAVG I OAvG = 2.0 to 2.5 End 1 l 1 (in) 3.89 l 2 (in) 3.90 L3 (in) 3.89 l 4 (in) 3.90 lAVG (in) 3.90 D1 (in) 2.40 0 2 (in) 2.40 DAVG (in) 2.40 2 Area (in ) 4.52 3 Volume (in ) 17.6 LAvGIDAvG 1.6 End 2 PASS or FAIL FAll MP-106 L3-13-BCG DimLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-57 of 598
Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-106 I Project No. I 6468-13-1072 Sample No. L3-13-BCG Sample Depth (ft) 163.4-164.0 N/A FAIL At End 2 Maximum Gap.(in) N/A Max Gap I LAvG 0.0000 PASS MP-106 L3-13-BCG DimlogSV D4543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-58 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-106 I Project No. I 6468-13-1072 Sample No. L3-13-BCG sample Depth (ft) 163.4-164.0 nd Flatness & Parallelism Tolerance (ASTM D4543-08 Section 9.2.2 Procedure FP2\:
~"""'" ' " ' oot dep*rt from be.t-flt ~co;ght Uoe by mo" th'" 0.001 '"*
Checl< hat maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distanc)~In) End 1 Along D1 End 1 Along D2 End 1 Along D3 0.00 " " N/A N/A N/A
""1""-
0.24 N/A N/A N/A 0.48 N/A N/A N/A 0.72 N/A N/A N/A 0.96 ~/A N/A N/A 1.20 NfA_ N/A N/A 1.44 N/A"' N/A N/A 1.68 N/A \d;> k'l. N/A N/A
...... N/A ..
1.92 N/A
'$-~ *wr;.: ** ..... .. , ... **-*
2.16 N/A N/A N/A Distance (in) 0.00 End 2 Along D1
'N/A End 2"A!_ong D2 N/~
End 2 Along D3 N/A 0.24 N/A N/A ~~ N/A 0.48 N/A N/A '\ ~ N/A 0.72 N/A N/A ~ N/A 0.96 N/A N/A -~ N/A 1.20 N/A N/A ~/A 1.44 N/A N/A N~ 1.68 N/A N/A N/A "\_ 1.92 N/A N/A N/A 2.16 N/A N/A N/A Dl D2 ~3 Maximum departure from best-fit straight line (in) #VALUE! #VALUE! #VAL~! PASS or FAIL #VALUE! #VALUE! #VALUE! Maximum angular diff. between opposing best-fit lines (deg) #DIV/0! #DIV/0! #DIV/01 PASS or FAIL #DIV/01 #DIV/0! #DIV/0! MP-106 L3-13-BCG DimlogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-59 of 598
ame Dimension Log for Intact Rock Cores
,ASTM 04543-08 (with deviations per SDDR-33)
Project Name Clinch River SMR . Tested by J. Daily IJ!!!JOkli Project No. 6468-13-1072 Date 112712014 Boring No. MP-107 Reviewed by T. Landis /1!:/t/zq /1-1 Run No. N/A Date 112912014 3 Sample No. L3-15-BG Unit Weight (gfcm ) 2.688 Sample Depth (ft} 159.6-160.7 Unit Weight (lbs/ft') :1:6r.f3-* tcP 8 f> 'J~ ~ Mass (g) 1123.17 Temp. {°F I *C) 72.1 I 22.3 Moisture Cond. Laboratory Air Dry Specific Gravity 2.69 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231 512312014 Parallel Bars CLT-06261 512012014 V-Block CLT-0625/ 5120/2014 Scale CLT-03701 911812014 Displacement Gage CLT-07211 611712014 Steel Rule CLT-0556/ 9110/2014 Feeler Gage Set CLT-0557I 911712014 Square CLT-06221 512012014 Calipers CLT-0260/ 5/2112014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.Z and 10): Check that LAvG I DAvG =2.0 to 2.5 End 1 L1 (in) 5.69 L2 (in) 5.70 L3 (in) 5.69 L4 (in) 5.68 LAVG (in) 5.69 D1 (in) 2.39 D2 (in) 2.39 DAVG (in) 2.39 2 Area (in } 4.49 3 Volume (in ) 25.5 LAvGIDAvG 2.4 End 2 PASS or FAIL PASS MP-107 L3-15-BG DlmLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-60 of 598
ame Dimension log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33)
- I Project Name I Clinch River SMR Boring No. MP-107 I Project No. I 6468-13-1072 Sample No. L3-15-BG Sample Depth (ft) 159.6~160.7 Side Straightness (ASTM 04543-08, Section 9.1.1. Procedure 51):
Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0150 PASS Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230 = 0.0043. At End 1 At End 2 Maximum Gap (in) 0.0070 0.0160 Max Gap I LAvG 0.0028 PASS MP-107 L3-15-BG DimLogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-61 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-107 I Project No. I 6468-13-1072 Sample No. L3-15-BG Sample Depth (ft) 159.6-160.7 End Flatness & Parallelism Tolerance (ASTM D4543-08. Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.2s*. Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along 0 3 o.oo 0.6959 0.7032 0.7011 0.24 0.6972 0.7038 0.7011 0.48 0.6987 0.7039 0.7011 0.72 0.6998 0.7039 0.7012 0.96 0.7005 0.7039 0.7012 1.20 0.7014 0.7033 0.7015 1.44 0.7020 0.7022 0.7015 1.68 0.7028 0.7008 0.7015 1.92 0.7028 0.6990 0.7015 2.16 0.7028 0.6961 0.7015 Distance (in) End 2 Along D1 End 2 Along 0 2 End 2 Along 0 3 o.oo 0.6966 0.7052 0.7020 0.24 0.6974 0.7054 0.7020 0.48 0.6984 0.7054 0.7020 0.72 0.6999 .0.7049 0.7020 0.96 0.7005 0.7042 0.7020 1.20 0.7015 0.7032 0.7020 1.44 0.7023 0.7020 0.7020 1.68 0.7027 0.7006 0.7020 1.92 0.7028 0.6996 0.7020 2.16 0.7029 0.6978 0.7013 01 02 03 Maximum departure from best-fit straight line (in) 0.001 0.003 0.000 PASS or FAIL PASS FAIL PASS MP-107 L3-15-BG DimLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-62 of 598
"'C(")
Ill = (Q ::I t1) n G'):::T a.~
"'tl)
.w.., 0 c
-Ill en-
<Dill Clinch River SMR MP-107 CO;;tJ t1) 6468-13-1072 l3-15-BG
"'C 159.6-160.7 0
~
~ End 1 Along 01 End 1 Along 02
- 0.7060 ~--------==------- 0.7080* - c - - - - - - - =--------- 0.7030 ~
-----~E~nd~l~A~Io~n~g~0_3_________
""'(") 0.7060 ~----- ~--------~~==~-
;;o 0.7020 +------------,- ""~-=-= 0.7040 ~-s~--t "P
.... 0-7020~~~ "'
- t 1
~ -~----
N 0.0980 +--e.::~--""'::...,=--..=:=-- ""
.... ; ~::~~~ b ' ----~
0.6960 0 6960
"'
- v--D.003x+0.7052[ + o.1ooo -- - --- -- --[v _oo02x+0.7ou[
0 0.6940 +----~--~---=::;::===:;::=--~ 0.6940 ' ' 0.6995 0.00 0.50 1.00 LSD 2.00 2.50 0.00 . 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 II o.7o6o End 2 Along 01 _ .----==E:.:.nd::_:2:_:A:..::I::.::o..::.n~g~0_2 _ _ _ __ End 2 Along 03 0 7100 0.7035 t 0.7040 t-----------=----~;:.== 0.7080 h_::------------------ 0.7030 t 0.7020 _ ... --~~ ---- - 0.7025 t 0.7060 -=~-*-- 0.7000 --4i-_-~ ----- 0.7040 ----~--:....- 0.70204 0 @> 0 t II$ t. 0.6980 ----~----- -- 0.7020 - - - - - ::----;:- - - - - 0.7015 ;:~--------------------,:--- 0.6960 ;--: ~--- 0.7000 - - - :!"~ ' + o.7o1o t- . r _ o.694D > lv=o.oo31x+D.6971J o.6980 t-Jv=-0.0036x+0.7D67[ 0.7005 ~ 1 y = -0.0002x + 0.7021; -- - --- 0.6960 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 Prepared by/Date: J. Daily 1/27/14 @;hoi/// Checked by/Date: T. Landis 1/29/14 .//llj?.'i/1-'f
ame Dimension log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR-33) It\ il- t{z.q fl'f A-~;J;o ""r Project Name Clinch River SMR Tested by M. Hamilton I J. Daily Project No. 6468-13-1072 Date 112812014 Boring No. MP-109 Reviewed by T. Landis 41/:, Run No. NIA Date 112912014 3 Sample No. L3-16-BG Unit Weight (g/cm ) 2.696 Sample Depth (ft) 88.0-88.8 Unit Weight (lbs/ft 3
) ...J..Ga..g- H.,$ ~--
Mass (g) 1077.90 Temp. (°F I 'C) 72.2 I 22.3 Moisture Cond. Laboratory Air Dry Specific Gravity 2.70 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231 512312014 Parallel Bars CLT-06251 512012014 V-Biock CLT-06251 512012014 Scale CLT-03701 911812014 Displacement Gage CLT-07211 611712014 Steel Rule CLT-05561 911012014 Feeler Gage Set CLT-0557I 911712014 Square CLT-06221 512012014 Calipers CLT-02601 5121/2014 Length/Diameter Ratio (ASTM 04543-08, Sections 7.2 and 10): Check that LAvG I DAvG =2.0 to 2.5 End 1 L1 (in) 5.40 L2 (in) 5.40 L3 (in) 5.40 L4 (in) 5.40 LAVG (in) 5.40 D1 (in) 2.40 D2 (in) 2.40 DAvG (in) 2.40 2 Area (in ) 4.52 3 Volume (in ) 24.4 LAvGIDAvG 2.3 End 2 PASS or FAIL PASS MP-109 L3-16-BG DimLogSV D4543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-64 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name J Clinch River SMR Boring Jljo. MP-109 I Project No. I 6468-13-1072 Sample No. L3-16-BG Sample Depth (ft) 88.0-88.8 Side Straightness {ASTM 04543-08, Section 9.1.1. Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0200 PASS Perpendicularity {ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0100 0.0040 Max Gap I LAvG 0.0019 PASS MP-109 L3-16-BG DlmLogSV D4543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-65 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-109 I Project No. I 6468-13-1072 Sample No. L3-16-BG sample Depth (ft) 88.0-88.8 End Flatness & Parallelism Tolerance (ASTM D4543-08. Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along 0 3 0.00 0.4014 0.4053 0.4036 0.24 0.4032 0.4052 0.4049 0.48 0.4048 0.4052 0.4052 0.72 0.4053 0.4052 0.4052 0.96 0.4053 0..4055 0.4053 1.20 0.4058 0.4056 0.4056 1.44 0.4060 0.4056 0.4058 1.68 0.4063 0.4056 0.4058 1.92 0.4065 0.4056 0.4058 2.16 0.4065 0.4044 0.4058 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along D3 o.oo 0.4020 0.4032 D.4055 0.24 0.4029 0.4052 0.4055 0.48 0.4041 0.4058 0.4055 0.72 0.4046 0.4060 0.4055 0.96 0.4049 0.4060 0.4055 1.20 0.4053 0.4060 0.4055 1.44 0.4057 0.4060 0.4055 1.68 0.4060 0.4060 0.4055 1.92 0.4061 0.4058 0.4055 2.16 0.4061 0.4050 0.4055 D1 Dz Da Maxim 1-1m departure from best-fit straight line (in) 0.002 0.002 0.001 PASS or FAIL FAIL FAIL PASS Maximum angular diff. between opposing best-fit lines (deg) MP-109 L3-16-BG DimlogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-66 of 598 ,
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Ill = (Q ::I t1) n G'):::T a.~
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Soli? en-
<Dill Clinch River SMR Boring No. MP-109 CO;;tJ t1) 6468-13-1072 Sample No. l3-16-BG
"'C Sample Depth (ft) 88.0-88.8 0
~
~ End 1 Along 01 I.
- 0.4100 End 1 Along 03
.,.-----------==--- ----- M~ f __ ,E_n_d~-~-0-~~~-2--=~ 0.4080 .,..--------==-------
""'(") 0.4080 ~ - 0.4060
;;o +&-------------= == I 0.4070 --- -
E ~------
"P
.... 0.4060 . -- ----- -- ,. 0.4055. t * * .. * +
~~ _::::= 0.4060~
........ 0.4050 +----=--....:....____________
N 0.4040 l:=2-~
. .. I 0.4050=:~:
.... 0.4020 !- - - - - -
"' lv=o.oo2x+0.4a3j 1 :: r - --~~~~~":~~~------ I 0.4040 ~tr_-_-_--_-_-~-----~--~'=y::;:==0.=00=0=8x=+=0:: ;:.40=44=j-~
0.4000 +-----.---..,---~~;;;;;;,;;,;;;L_ _ 0.4030 + 0.00 0.50 1.00 1.50 2.00 2.50 1 o.oo 0.50 1.00 1.50 2.00 2.50 I I 0.00 0.50 1.00 1.50 2.00 2.50 ' End 2 Along 01 End 2 Along 02 -~ I End 2 Along 03 . 0.4100 t I 0.4080 ..,.------------=--- ----- 0.4070
- 0.4065 rE_______________ ___
0.4080 -i:.----------------_-c:_ :-=--- I 0.4060 +-------------------- 0.4060 ~ ~~-- 0.4040~-~
- ~ ~= o.4o55f" e *
- t * * * *
- I 0.40o0 0.4050 E ~ ~
~
0.4020 ~ --------- 1 °.4° 40 - ------- -~Y- :::o5x+ 0.4049 0.4000 I E Iv = o.oo1ax + o.402sj I I ' 0.4030 t '
---- c' :~:~ jt___~----.,---..,----r---~
0.00 0.50 1.00 1.50 2.00 2.50 L 0~00 o.so 1..00 1...50 2.00 2..50 0.00 0.50 1.00 1.50 2.00 2.50 l'lltf l/~ilii71J ;/:70)7' Prepared by/Date: M. Hamilton I J. Dally l/28/14 Checked by/Date: T. Landis 1/29/14 /["'";;/ I /z,/1-f
}
Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I f.ltl I Jtil 1") j.jJ J/ly() /itl Project Name Clinch River SMR Tested by M. Hamilton I J. Daily Project No. 6468-13-1072 Date 1/28/2014 Boring No. MP-109 Reviewed by T. Landis /.f/,;, ~ Run No. N/A Date 1/29/2014 Sample No. L3-18-BG Unit Weight (g/cm') 2.701 Sample Depth (ft) 151.8-152.8 Unit Weight (lbs/ft') 1-6&6" I (/t d~*'r Mass (g) 1071.13 Temp. (°F I 'C) 72.2 I 22.3 Moisture Cond. Laboratory Air Dry Specific Gravity 2.71 Equipment ID No. I Calibration Due Equipment ID No./ Calibration Due Support Surface CLT-0623/ 5/23/2014 Parallel Bars CLT-0626/ 5/20/2014 V-B lock CLT-0625/ 5/20/2014 Scale CLT-0370/9/18/2014 Displacement Gage CLT-0721/6/17 /2014 Steel Rule CLT.-0556/ 9/10/2014 Feeler Gage Set CLT-0557/9/17/2014 Square CLT-0622/5/20/2014 Calipers CLT-0260/5/21/2014 Length/Diameter Ratio (ASTM D4543*08, Sections 7.2 and 10): Check that LAvG I DAvG = 2.0 to 2.5 End 1 l 1 (in) 5.37 l 2 (in) 5.38 L3 (in) 5.38 l4 (in) 5.37 lAVG (in) 5.38 D1 (in) 2.39 D2 (in) 2.39 DAvG (in) 2.39 2 Area (in ) 4.49 3 Volume (in ) 24.2 LAvG/DAvG 2.3 End 2 PASS or FAIL PASS MP-109 L3-18-BG DimLogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-68 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-109 I Project No. I 6468-13-1072 Sample No. L3-18-BG Sample Depth (ft) 151.8-152.8 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure S1): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0340 FAIL Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0220 0.0240 Max Gap I LAVG 0.0045 FAIL MP-109 L3-18-BG DimLogSV D4543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-69 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33} I Project Name I Clinch River SMR Boring No. MP-109 I Project No. I 6468-13-1072 Sample No. L3*18-BG Sample Depth (ft) 151.8-152.8 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2..2. Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance (in) End 1 Along 0 1 End 1 Along D2 End 1 Along D3 0.00 0.3740 0.3795 0.3767 0.24 0.3759 0.3795 0.3767 0.48 0.3768 0.3795 0.3769 0.72 0.3771 0.3795 0.3776 0.96 0.3774 0.3795 0.3777 1.20 0.3774 0.3793 0.3777 1.44 0.3775 0.3780 0.3777 1.68 0.3775 0.3769 0.3771 1.92 0.3775 0.3752 0.3764 2.16 0.3775 0.3732 0.3754 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along 0 3 0.00 0.3752 0.3801 0.3779 0.24 0.3758 0.3801 0.3776 0.48 0.3765 0.3801 0.3778 0.72 0.3771 0.3801 0.3780 0.96 0.3771 0.3796 0.3780 1.20 0.3772 0.3790 0.3780 1.44 0.3772 0.3780 0.3780 1.68 0.3772 0.3765 0.3772 1.92 0.3772 0.3751 0.3757 2.16 0.3764 0.3732 0.3734 01 Oz Ds Maximum departure from best-fit straight line (in) 0.002 0.002 0.002 PASS or FAIL FAIL FAIL FAIL MP-109 L3-18-BG DimLogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-70 of 598
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Ill = (Q ::I t1) n G'):::T a.~
""-It!)
0 c
-Ill en-
<Dill Clinch River SMR Boring No. MP-109 CO;;tJ t1) 6468-13-1072 Sample No. L3-18-BG
"'C Sample Depth [ft) 15L8-152.8 0
~
~ End 1 Along 01 End 1 Along 02
- 0.3800 ~------------------ 0.3840 =-------
""'(") 0.3790 ): -----
~::~:: ~--- -~~~ 1 Along 03
;;o 0.3780 ~ -- --:- ~ ~
"P
.... i: _..;--. *~
- J 0.3800 t-4-~--t--*~-
I 0.3770 ~ --- ~ -------- - 0.3730 - ~
~::~~ +2?~~
N 0.3760 p.-. ~ - 0.3765 ------------- ---------=--:::;;;--=-- 03760 -- --. 0.3760 --------- - - -_ __
- ..... 03750 ~--- --
II ------ 0.3740 ~ lv o.0012x+0.37S6f---- 0.3740 ~ -
"' Iy = -0.0026x + 038091 0.3755 t=Jv=-o.ooo3x+037731 +
o373o 0.3720 ~-:__--=::;::====::;::::=---..---~~:..._-~ I 03750 ' ' 0.00 050 1.00 150 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 03790 c-----'E..:.:n..:.:d:.:...::2..:.:A..:.:I..:.:o_n_,g,_O_l_ _ _ __ End 2 Along 02 End 2 Along 03 0.3820 1 03780 I __ -----* :::~ . ::::: ~-Er:-::=-:---_-_-;---~---_-_-_-_---_--_-_-------- 0.3800 - -==~-*- 0.3770t*:~==:?
- 0.3780 -- --- ~---
=--=+ --- _A -- 0.3760 - ~ ---
-_-- =--=--=--=-----~~---- ----- r--
0.3760
- _~-- - t ------
y- 0.0006x + 0376 o.3740 f==iv=-o.oo31x+0.38151
- 0*3740 H v -o.0014x+0.37s7\ +
0.3740 t-----.---~-~=;::::::==::::;:::=--~ 0.3720 * ' 0.3720 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 150 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 Prepared by/Date: ..... '"'""w", "* ~u .. , ~, ,u, ~~ Checked by/Date: T. Landis 1/25!/14 4 J I z'l/t"'f I
ame Dimension Log for Intact Rock Cores Page 1 of3 ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Daily~'(..~ f:l Project No. 6468-13-1072 Date 12/9/2013 Boring No. MP-110 Reviewed by A. Cottingham Run No. N/A Date 1/8/2014 Sample No. L2-1-B Unit Weight (g/cm"3) 2.715 Sample Depth (ft) 56.0-58.0 Unit Weight (lbs/ft"3) ~ no~ Mass (g) 1049.96 Temp. °F/ 'C 73.01 22.8 Moisture Cond. Laboratory Air Dry Specific Gravity 2.72 Equipment ID No. I Calibration Oue Equipment ID No. I Calibration Due Support Surface CLT-0623/5/23/2014 Parallel Bars CLT-0626/ 5/20/2014 V-Biock CLT-0625/5/20/2014 Scale CLT-0370/ 9/18/2014 Displacement Gage CLT-0721/ 6/17/2014 Steel Rule CLT-0556/ 9/10/2014 Feeler Gage Set CLT-0557 /9/17/2014 Square CLT-0622/ 5/20/2014 Calipers CLT-0260/ 5/21/2014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that lAvG I DAvG =2.0 to 2.5 l 1 (in) End 1 5.24 l 2 (in) 5.22 l 3 (in) 5.23 L4 (in) 5.24 LAvG (in) 5.23 D1 (in) 2.40 D2 (in) 2.40 DAvG (in) 2.40 2 Area (ln ) 4.52 3 Volume (in ) 23.6 LAvG/DAvG 2.2 End2 PASS or FAIL PASS L2-1-B Dim Log (Revised).xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-72 of 598
ame& Dimension Log for Intact Rock Cores Page 2 of 3 ASTM 04543-08 (with deviations per SDDR-33} I Project Name I Clinch River SMR Boring No. MP-110 I Project No. I 6468-13-1072 Sample No. L2-1-B Sample Depth (ft) 56.0-58.0 Side Straightness IASTM 04543-08. Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0020 PASS Section 9.3.2, Procedure P2 (RMC 3-27-2012) Perpendicularity (ASTM 04543*08, SeetieA 9.i.1, Preeeelllre Pl): Check that Max Gap I LAvG is less than or equal to 1/230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0200 0.0300 Max Gap I LAVG 0.0057 FAlL L2-1-B Dim Log (Revised).xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-73 of 598
ame& Dimension log for Intact Rock Cores Page 3.of 3 ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-110 I Project No. I 6468-13-1072 Sample No. L2-1-B Sample Depth (ft) 56.0-58.0 End Flatness & Parallelism Tolerance (ASTM D4543*08, Section 9.2.2. Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.0011n. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along D3 0.00 0.3333 0.3221 0.3250 0.24 0.3333 0.3232 0.3252 0.48 0.3333 0.3253 0.3261 0.72 0.3333 0.3264 0.3272 0.96 0.3320 0.3268 0.3278 1.20 0.3306 0.3300 0.3295 1.44 0.3303 0.3332 0.3317 1.68 0.3303 0.3344 0.3327 1.92 0.3294 0.3344 0.3331 2.16 0.3283 0.3356 0.3331 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along D3 0.00 0.3323 0.3199 0.3265 0.24 0.3328 0.3226 0.3275 0.48 0.3328 0.3257 0.3286 0.72 0.3328 0.3279 0.3296 0.96 0.3328 0.3295 0.3305 1.20 0.3328 0.3313 0.3313 1.44 0.3327 0.3324 0.3318 1.68 0.3313 0.3343 0.3320 1.92 0.3301 0.3354 0.3320 2.16 0.3294 0.3357 0.3320 D1 02 Dg Maximum departure from best-fit straight line (in) 0.001 0.002 0.001 PASS or FAIL PASS FAIL PASS Maximum angular diff. between opposing best-fit lines (deg) PASS or FAIL L2-1-B Dim Log (Revised).xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-74 of 598
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Ill = (Q ::I t1) n G'):::T a.~
""-It!)
en.., 0 c
-Ill en-
<Dill ame Project Name Clinch River SMR Boring No. MP-110 CO;;tJ t1) Project No. 6468-13-1072 Sample No. L2-1-B
"'C Sample Depth (ft) 56.0-58.0 0
~
~
- ~ End 1Aiong Dl - ~- End lAiong D2~ End 1 Along D3 0.3360 ,-----,....---=--------
""'(")
;;o 1::~ - ! I ":": : ----
"P
.... 1 t*
0.3300 -
........ 11 1 I :::: i'
- ~:: =? ---??-**
- -----:::~ _.,_~=~--- 0.3280 ~~-
_ .........~y--
....~ ! o.32so ----- 1" i o.32oo
~---- I 0.3260 ~ .. ,
0.3240 ~-- lv-o.o04~2431
.l t 0.3260
[y = -o.0025x + 0.33411 i II 0.3150 IY = 0.0068x + 0.32181 0.3220 +--------.,.-----.----.----, I Q.OO 0.50 1.00 1.50 2.00 2.50 . 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 250 1 End 2 Along Dl I, _ End 2 Along D2 __ [ End 2 Along D3 0.3350 . 1 0 3400 l o.335o 1 ~~- I t -- -- I 0.3320 -
~: : : ~~-~.~ --.--~-- Jl 1 0.3300 ~~-- - - - - I
- 5 ~- ----~
0.3320 .. ::..:- ----- ~ ---- 3250 . _..,-- - - - - -- 0.3300~-- 0.3~80 E.--=~~------- 0331.0 ----~-~--=:::::::::::: ~
.3200
*-- 0.3260 t-- --- jY=Mo27x+0.3273[
0.3300 *t --- ~--- -- t lv=-o.oo13x+0.33341 - -,._ [v = o.o073x + 0.32161 0.3290 ***---===r====i----.,.-----..,---'-- .3150 1 ' ' *n.3240 +f---.------,----.----~--- 1 0.00 0.50 1.00 1.50 2.00 2.5( - 0.00 0.50 1.00 1.50 2.0() 250 0.00 0.50 1.00 1.50 2.00 2.50
~ Prepared by/Date: J. Daily 1/9/14 /fiJJ/fi:/;Lf Checked by/Date: A. Cottingham 1/8/14 !1\Ac "3{6/l<f
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by M. Hamilton Project No. 6468-13-1072 Date 12/12/2013 Boring No. MP-110 Reviewed by f/\A-C Run No. N/A Date 1- '8" _,., Sample No. L2-2-BCG Unit Weight (g/cm"3) 2.700 Sample Depth (ft) 76.7-77.5 Unit Weight (lbs/ft"3) -~16f( !fo'v Mass (g) 1004.49 Temp. °F/ 'C 74.61 23.7 Moisture Cond. Laboratory Air Dry Specific Gravity 2.71 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support surface CLT-0623/5/23/2014 Parallel Bars CLH626/ 5/20/2014 V-Biock CLT-0625/5/20/2014 Scale CLT-0370/ 9/18/2014 Displacement Gage CLT-0721/ 6/17/2014 Steel Rule CLT-0556/ 9/10/2014 Feeler Gage Set CLT-0557/ 9/17/2014 square CLT-0622/ 5/20/2014 Calipers CLT-0260/ 5/21/2014 Length/Diameter Ratjo (ASTM D4543-08, Sections 7.2 and 10): Check that LAvG I DAvG = 2.0 to 2.5 End 1 L1 (In) 5.02 l2 (in) 5.03 L3 (in) 5.03 L4 (in) 5.03 LAVG (in) 5.03 D1 (in) 2.40 Da (In) 2.40 DAVG (in) 2.40 Area (!n 2
) 4.52 I Volume (in 3
) 22.7 I
.--- --)-._ .'-
LAvG/DAvG 2.1 I End 2 PASS or FAIL PASS L2-2-BCG AS Dim Log Rock Cores_RO plane comparison Sl temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-76 of 598
ame Dimension log for Intact Rocl< Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-110 I Project No. I 6468-13-1072 Sample No. L2-2-BCG Sample Depth {ft) 76.7-77.5 Side Straightness IASTM 04543-08, Section 9.1.1. Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 ln. Max Gap {in) 0.0020 PASS Section 9.3.2, Procedure P2 {RMC 3-27-2012)
. Perpendicularity (ASTM 04543-08, Section g,;q, ProGedblre P1):
Check that Max Gap I LAVG Is less than or equal to 11230:::: 0.0043, At End 1 At End 2 Maximum Gap (In) 0.0190 0.0180 Max Gap I lAvG 0.0038 PASS L2-2-BCG AS Dim Log Rock Cores_RO plane comparison Sl temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-77 of 598
ame Dimension Log for Intact Rocl< Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-110 I Project No. I 6468-13-1072 Sample No. L2-2-BCG Sample Depth (ft) 76.7-77.5 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along D8 o.oo 0.1660 0.1687 0.1652 0.24 0.1676 0.1704 0.1670 0.48 0.1692 0.1709 0.1680 0.72 0.1702 0.1709 0.1696 0.96 0.1707 0.1720 0.1710 1.20 0,1710 0.1723 0.1717 1.44 0.1718 0.1731 0.1724 1.68 0.1723 0.1738 0.1732 1.92 0.1725 0.1738 0.1732 2.:16 0.1726 0.1738 0.1732 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along 0 3 0.00 0.1675 0.1675 0.1684 0.24 0.1687 0.1683 0.1693 0.48 0.1687 0.1683 0.1697 0.72 0.1692 0.1683 0.1697 0.96 0.1713 0.1695 0.1706 1.20 0.1720 0.1716 0.1726 1.44 0.1720 0.1723 0.1744 1.68 0.1726 0,1729 0.1748 1.92 0.1735 0.1729 0.1751 2.16 0.1737 0.1729 0.1751 Dl 02 Ds Maximum departure from best-fit straight line (in) 0.001 0.001 0.001 PASS or FAIL PASS PASS PASS L2-2-BCG AS Dim Log Rock Cores_RO plane comparison Sl temp and density.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-78 of 598
"'C(")
Ill = (Q ::I t1) n G'):::T a.~
""-It!) <D..,
0 c
-Ill en-
<Dill Project Name dinch River SMR Boring No. MP-110 CO;;tJ Project No. Sample No. L2-2-BCG t1) 6468-13-1072
"'C Sample Depth (ft) 76.7-77.5 0
~
~ End 1 Along D1 End 1 Along D2 End 1 Along 03
- 0.:1760 0.:1760 ,----------==------- 0.1780 ..----------=--------
""'(") 0.:1740 ~ --- --
;;o o.mo ~ _ ----~
"P 0.:1720 ~-ti~
........ 0.1700 c;~~~---
=I n 1:1nn .... -+ - ~_.-__
0.:1680 ~... -- 0.1---~--~ 1 0.1680 _ ---~---
....~ 0.:1700 ..-:=-'<<::::.-
0.:1660 ~---- 1 0.:1660~- 0.1640 ., ,t~----~----~r-----~'~y==O~~~o~~~x~+~0~.1~o.G~j--. o.1680 t I~- o.oo23x+ o.169sl {! 0.1640 -f-------r-----~-----~~Y=-~0-~00~~~+~0~.1~69~~~ 0.00 0.50 1.00 1.50 2.00 250 0.00 0.50 1.00 150 200 250 1 0.00 050 1.00 150 2.00 250 End 2 Along D1 I
--- I 1 _ End 2 Along 02 .17 End 2 Along 03 0 1760 0 80 0.:1760 ~ - - -~,
I 0.1760 +-----------'-------=---"'=',_----- 1 0.1740
! t ----- __ . . - :; ' 01720 .--""" __ .,
-<11;.--.--::__::.. 0.1740 +-----------:::--_...?__,""::-_=----
I*=~c : ~$
~* -- ! *- ----~-----
t ---* --- 0.1720 +------=----"'S-""=.,...""---------- I 0.1720 I i 0.1700 --- _____:- ~--- -
, 0.:1700 ~ ~ -- --- ' --.;;-~_... -- o.17oo* -f-c=-::-"'-::<r"'o..--""--"'-------------
1 0.1680 }-- - - - - 1 0.:1680 i 0.:1660 -F-----------------------;==----~-~=,- o.:l68o~~~~--------r---r---~- i Lv=o..oo29x+0.1673_j o.:166o : f:::=- *--1t--
;::.:16771 I
. I ! 0.:1640 0.1660 +---~r----.---.':[:::~~~~~2..~
1 o~o 050 ~ 150 200 250 _ 1 0.00 050 1.00 150 2.00 250 i 0.00 050 :LOO 150 2.00 250 Prepared by/Date: M. Hamilton Checked by/Date: dl.4z.- 1-7 -lt.f
ame Dimension Log for Intact Rock Cores ASTM 04543*08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Dally Ja:) Jl!fltf Project No. 6468-13-1072 Date 1211012013 Boring No. MP-110 Reviewed by MM Run No. NIA Date l~*llf Sample No. L2-3-BG Unit Weight (g/cm"3) 2.708 II Sample Depth (ft) 119.0-120.9 Unit Weight (lbs/ft"3) ~IG:>ct7}PU Mass (g) 1131.74 Temp. "FI 'C 75.41 24.1 Moisture Cond. Laboratory Air Dry Specific Gravity 2.72 Equipment iD No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231512312014 Parallel Bars CLT-06261 5120/2014 V-Block CLT -062SI5I20I2014 Scale CLT-03701 911812014 Dlsplace(l1ent Gage CLT-07211 611712014 Steel Rule CLT-05561 911012014 Feeler Gage Set CLT-05571 911712014 Square CLT-06221 5/20/2014 Calipers CLT-02601 5121/2014 Length/Diameter Ratio (ASTM 04543*08, Sections 7.2 and 10): Checl< that LAvG I DAvG = 2.0 to 2.5 L1 (in) End 1 5.65 L2 (in) 5.65 Ls (in) 5.64 L4 (in) 5,64 LAVG (in) 5.65 D1 {in) 2.40 D2 (in) 2.40 Lz DAVG (In) 2.40 4.52 25.5 2.4 End 2 PASS or FAIL PASS L2-3-BG Dim Log Rock Cores_RO plane comparison Sl temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-80 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR~33) I
- Project Name I Clinch River SMR Boring No. MP-110 I Project No. I 6468-13-1072 Sample No. L2-3-BG Sample Depth (ft) 119.0-120.9 Side Straightness (ASTM 04543-08, Section 9.1.1. Procedure Sl):
Check. that the maximum gap between specimen and flat surface does not exceed 0.020 in. [ Max Gap (in) 0.0140 PASS Section 9.3.2, Procedure P2 (RMC 3*27-2012) Perpendicularity (ASTM 04543-08, Sestion 9,[1,1, Prosedure Pll: Check that Max Gap I LAvG is less than or equal to 1/230 =0.0043, At End 1 At End 2 Maximum Gap (in) 0.0430 0.0200 Max Gap I LAvG 0.0076 FAIL L2-3-BG DlmLog Rock Cores_RO plane comparison Sl temp and density Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-81 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-110 I Project No, I 6468-13-1072 Sample No. L2-3-BG Sample Depth (ft) 119.0-120.9 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2. Procedure FP2l: Check that flatness does not depart from best-fit straight line by more than 0.001in. Check that maximum angular difference between opposing best-fit straight lines Is no more than 0.2,5". Distance (In) End 1 Along D1 End 1 Along 0 2 End 1 Along 0 3 o.oo 0.3277 0.3329 0.3398 0.24 0.3337 0.3329 0.3390 0.48 0.3337 0.3325 0.3345 0,72 0.3321 0.3313 0.3322 0.96 0.3291 0.3296 0.3310 1.20 0.3283 0.3283 0.3285 1.44 0.3270 0.3264 0,3252 1.68 0.3270 0.3244 0.3249 1.92 0.3275 0.3205 0.3248 2.16 0.3277 0.3191 0.3246 Distance (in) End 2 Along 0 1 End 2 Along 0 2 End 2 Along 0 3 0.00 0.3300 0.3378 0.3376 0,24 0.3306 0.3378 0,3376 0.48 0.3314 0.3368 0.3376 0.72 0,3321 0,3357 0.3361 0.96 0.3321 0.3340 0.3345 1.20 0.3321 0.3328 0,3328 1.44 0.3311 0,3316 0.3308 1.68 0.3293 0.3297 0.3283 1.92 0.3280 0.3263 0.3260 2.16 0.3244 0.3241 0.3230 D! 02 Dg Maximum departure from best*flt straight line (in) 0.004 0.002 0,003 PASS or FAIL FAIL FAIL FAIL Form:D454308_Rev,o L2-3-BG Dimlog Rock Cores_RO plane comparison Sl temp and density Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-82 of 598
"'C(")
Ill = (Q ::I t1) n G'):::T a.~ cot!) w.., 0 c
-Ill en-
<Dill Project Name Oincn Rlver SM R Boring No. MP-110 CO;;tJ Project No. 6468-13-1072 Sample No. 12-3-BG t1)
"'C Sample Depth (ft) US.Q-120.9 0
~
~ End 1 Along 01 End 1 Along 02 End 1 Along 03
- 03300 ,.~-------------------------------------- 03400 03450 -.----------=--------
""'(") 0.3340 ~ .--------.-
;;o 03400 --*
"P 03350 ~--
.... -1 ::: ~~----- ~~ ....~
;: ----~- 0.3250
- - - ~--
....~ i03280J~~~-
1* 03260 i'~ . - - * - -- 0.3200 t -~ ::: - ==~~--
"' 1 j03240;
~ lv =-o.oo23x + a.331S I
=ts-03150 '
lv=-a.oo68x+033511 ly=-0.0078x+033881 03200 +-~~~~~~;!....--~---.--=----,
-~
! 0.00 0.50 1.00 1.50 - 2.00 2.50 0.00 0.50 :1.00 1.50 2.00 ~ 0.00 0.50 1.00 1.50 2.00 2.50 I ,
End 2 Along 02 End 2 Along 03 03340 t 03450 c I ~------ End 2 Along 01 l 03450 1 03400 t~ l 03320 X:-~-~ l
~g-:::_::::::;;-::-:==-=-----,.-_~-:-_-_-=_: *~:=::;:::
o33oo ~ ~---=====-- I __-~---._-~-=---=-=-.--:----- 033sot~!~ I, o32so * -- I
-~
0.3260 ~
!: ------ I
~
§ 03300~ ~~
03240 : ... 0.3250 ~ - E tv==Mo64l<+o.339sl ~ t lv=-o.007x+034j + Iy = -0.0021x + 033231 l'! f 03220 : ' 03200 +--=====T=======~------~------~----~ 03200 -f:--"=====;======'---,-------r------r-------,
~ ~ ~ ~ ~ ~~ 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 ~
Prepared by/Date: Joey Daily /JJ 1/q/f!{ Checked by/Date: !Y'\k. I- '2f- t<f.
Dimension Log for Intact Roc I< Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by M. Hamilton Project No. 6468-13-1072 Date 12/12/2013 Boring No. MP-110 Reviewed by ~~ Run No. N/A Date 1-"8-14 Sample No. L2-4-B Unit Weight (g/cm"3) 2.696 Sample Depth (ft) 162.6-164.0 Unit Weight (ibs/ft"3) 19&.6-l~ll ~~ Mass (g) 1117.77 Temp. °F/ *c 73.91 23.3 Moisture Cond. Laboratory Air Dry Specific Gravity 2.70 Equipment ID No, I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-0623/5/23/2014 Parallel Bars CLT-0626/ 5/20/2014 V-Biock CLT-0625/5/20/2014 Scale CLT-0370/ 9/18/2014 Displacement Gage CLT-0721/ 6/17/2014 Steel Rule CLT-0556/ 9/10/2014 Feeler Gage Set CLT-0557 /9/17/2014 Square CLT-0622/ 5/20/2014 Calipers CLT-0260/ 5/21/2014 Length/Diameter Ratio (ASTM 04543*08, Sections 7.2 and 10): Check that lAvG I DAvG =2.0 to 2.5 End 1 L1 (in) 5.59 L2 (in) 5.59 L3 (In) 5.59 l 4 (in) 5.60 LAVG (In) 5.59 0 1 (in) 2.40 D2 (In) 2.40 OAvG (in) 2.40 Area (in 2) 4.52 I 25.3 I
- -)-_"
2.3 I End 2 "f---. PASS or FAIL PASS I .__ L2-4-B DlmLog Rock Cores_RO plane comparison Sl temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-84 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-110 I Project No. I 6468-13-1072 Sample No. L2-4-B Sample Depth (ft) 162.6-164.0 Side Straightness (ASTM 04543-08. Section 9.1.1, Procedure 51): Checl< that the maximum gap between specimen and flat surface does not exceed 0.020 ln. Max Gap (In) 0,0330 FAIL Section 9.3.2, Procedure P2 (RMC 3-27-2012) Perpendicularity (ASTM 04543-08, Section 9.8.1, Procedure Pl): Check that Max Gap I LAvG Is less than or equal to 11230 = 0.0043. At End 1 At End 2 Maximum Gap (in) 0.0370 0.0360 Max Gap I LAvG 0.0066 FAIL L2-4-B DlmLog Rock Cores_RO plane comparison 51 temp and denslty.xisx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-85 of 598
ame Dimension Log for Intact Rocl< Cores ASTM 04543*08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-110 I Project No. I 6468-13-1072 Sample No. L2-4-B Sample Depth (ft) 162.6*164.0 End ~latness & Parallelism Tolerance (ASTM 04543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than o.ooi ln. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance (in) End 1 Along 0 1 End 1 Along 0 2 End 1 Along D3 o.oo 0.7221 0.7270 0.7223 0.24 0.72'62 0.7311 0.7278 0.48 0.7299 0.7343 0.7317 0.72 0.7328 0.7355 0.7337 0.96 0.7345 0.7355 0.7344 1.20 0.7361 0.7362 0.7362 1.44 0.7373 0.7364 0.7374 1.68 0.7389 0.7364 0.7374 1.92 0.7405 0.7342 0.7374 2.16 0.7410 0.7328 0.7382
*Distance (in) End 2 Along 0 1 End 2 Along D2 End 2 Along 0 3 o.oo 0.7290 0.7285 0.7289 0.24 0.7290 0.7285 0.7299 0.48 0.7293 0.7299 0.7302 0.72 0.7297 0.7305 0.7305 0.96 0.7297 0.7311 0.7305 1.20 0.7314 0.7317 0.7317 1.44 0.7344 0.7330 0.7358 1.68 0.7388 0.7341 0.7385 1.92 0.7396 0.7355 0.7393 2.16 0.7405 0.7361 0.7404 01 D2 Os Maximum departure from best*flt straight line (In) 0.003 0.005 0.004 PASS or FAIL FAIL FAIL FAIL Maximum angular dlff. between opposing best-fit lines (deg)
L2-4-B Dim Log Rock Cores_RO plane comparison Sf temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-86 of 598
"'C(")
Ill = (Q ::I t1) n G'):::T a.~ cot!) 0 c
-Ill en- <Dill Project Name Clinch Rlver SMR Boring No. MP-llO CO;;tJ Project No.
t1) 6468-13-1072 Sample No. !2-4-B
"'C Sample Depth {ft] 162.6-164.0 0
~
1 1
~ 1 End 1 Along 02
- ! End 1 Along 01 o.745o End 1 Along 03 1 o_7soo ,~----------=--------- 0.7380 ~
""'(") 1, 0_7450 ~, 1 0.7400 ---
;;o
- 0_7400 ~
"P 1 ~ l 0.7350 -l------...,.---=----~~~=-------
I ::: -f~~-------~---=-----*-=-=-=-=*=-=-=.<1~--=-=~~~~~~
........ 1 a-13so ~ ~
t ~7300 +-~~~~~~------------- 0.7300 Il 0.7300 > i' f----------------------------
....~ - t>- ll 0.7250 - f - - - - -
1 0_7250 ;.. 0.7280 lv o.0022x+0.7315J 1
"' f I o.12oo ~ j 0.7260 0.7200 +----,----,------,-
i o.oo 0.50 1.00 1.50 2.00 2.50 I 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 End 2 Along 01 End 2 Along 02 o.745o " End 2 Along 03 0.7450 *~----------'--""'-=-------- Il
! ~ ~
i 0.7400 -ft-----~--------,jj-*----=_-::_#-_ 0.7360 --~
'~~ - ~ ;..-
0_7340 ~--- u~t 0.7350 '
~ -- * ----
[:::::t;;:~ 0.7320 ---a=~ 0.7300 - --
'07250 ~----- 0.7300[;~*
. tt---.-----------~~y~==0=.00==6~==+~0.72==66=[---. o.= 1, ,_.,=r 0.7250 F t:=----- IY- 0.0058x + 0.72741 0.7200 .J: 0.7260 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 050 1.00 1.50 2.00 2.50 1
5-Prepared by/Date: M. Hamilton Olecked by/Date: I""~ l -""7 -IL{
ame Dimension log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR-33) J-j)' ti~r,//lf md 1/u IN Project Name Clinch River SMR Tested by J.Dally /M. Hamilton Project No. 6468-13-1072 Date 1/22/2014 Boring No. MP-111 Reviewed by T. Landis /f'ftr/; Run No. N/A Date 1/29/2014. Sample No. L3-19-BH Unit Weight (g/cmg) 2.682 Sample Depth (ft) 118.9-119.5 Unit Weight (ibs/ft 3
) '!G'i'74-- \6?1 J}tiJ ~
Mass (g) 1081.04 Temp. (°F I 'C) 72.1 I 22.3 Moisture Cond. Laboratory Air Dry Specific Gravity 2.69 Equipment ID No./ Calibration Due Equipment ID No./ Calibration Due Support Surface CLT-0623/5/23/2014 Parallel Bars CLT-0626/ 5/20/2014 V-B lock CLT-0625/ 5/20/2014 Scale CLT-0370/ 9/18/2014 Displacement Gage CLT-0721/ 6/17/2014 Steel Rule CLT-0556/9/10/2014 Feeler Gage Set CLT-0557/9/17/2014 Square CLT-0622/5/20/2014 Calipers CLT-0260/5/21/2014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAvG I DAvG = 2.0 to 2.5 End 1 L1 (in) 5.47 L2 (in) 5.47 L3 (in) 5.47 L4 (in) 5.46 LAVG (in) . 5.47 D1 (in) 2.39 Dz (in) 2.39 DAVG (in) 2.39 2 Area (in ) 4.49 3 Volume (in ) 24.6 lAvG/DAVG 2.3 End 2 PASS or FAIL PASS MP-111 L3-19-BH DimlogSV D4543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-88 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-111 I Project No. I 6468-13-1072 Sample No. L3-19-BH Sample Depth (ft) 118.9-119.5 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0250 FAIL Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0320 0.0300 Max Gap I LAvG 0.0059 FAIL MP-111 L3-19-BH DimLogSV D4543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-89 of 598
ame Dimension Log for Intact Rod< Cores ASTM 0454~-08 (with deviations per SDDR-33} I Project Name I Clinch River SMR Boring No. MP-111 I Project No. I 6468-13-1072 Sample No. L3-19-BH Sample Depth (ft) 118.9-119.5 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.2s*. Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along D3 0.00 0.6291 0.6324 0.6277 0.24 0.6294 0.6319 0.6289 0.48 0.6307 0.6319 0.6300 0.72 0.6318 0.6319 0.6310 0.96 0.6323 0.6319 0.6320 1.20 0.6323 0.6323 0.6324 1.44 0.6323 0.6323 0.6324 1.68 0.6317 0.6323 0.6320 1.92 0.6298 0.6317 0.6302 2.1,6 0.6267 0.6295 0.6275 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along D3 0.00 0.6218 0.6231 0.6245 0.24 0.6256 0.6251 0.6246 0.48 0.6300 0.6289 0.6266 0.72 0.6312 0.6317 0.6306 0.96 0.6319 0.6325 0.6325 1.20 0.6322 0.6325 0.6326 1.44 0.6324 0.6325 0.6326 1.68 0.6324 0.6325 0.6326 1.92 0.6324 0.6325 0.6326 2.16 0.6324 0.6325 0.6326 D1 Dz Ds Maximum departure from best-fit straight line (in) 0.004 0.003 0.004 PASS or FAIL FAIL FAIL FAIL MP-111 L3-19-BH DimLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-90 of 598
"'C(")
Ill = (Q ::I t1) n G'):::T a.~
<Dtl) 0 c
-Ill en-
<Dill Cllnch River SMR Boring No. MP-111 CO;;tJ t1) 6468-13-1072 Sample No. l3-19-BH
"'C Sample Depth (ft) 118.9-119.5 0
~
~ End 1 Along 01 End 1 Along 02
- End 1 Along 03 0.6330 ~ 0.6340 ~---------=--'----- 0.6330 y------=----:~=~~~---
""'(") 0.6320 ~ --- ---* _.. .. + .. 0.6330 [ ---- - -::_,--:-_---------- 0.6320~- . . + +
;;o ~ --------------
0.6310 g:* ... 0.6310~-~
"P
.... 0.6320 --.--<>- -
........ 0.6300 0.6310 ------
N I:: ~----=*=-----_-__-_-_ _-_-_-_-_-_-_-_-_-*_-...:-:.:-::. r= . ~--- ---- 0.6290 - ----------------------- 0.6280 f ----
"' 10 0.6300 -~
_ l' lv--o.ooo3x+0.63091 + Iy = -0.0006x + 0.63251 + 0.6270 0.~006x + 0.62~81 II 0o.627o 6260 0.6290 ' ' J IY + I o.oo o.5o 1.oo 1.5o 2.oo 2.5o 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 i 1 0 _6400 .-----'E=n::.:d=-=2:...:A:...:I:...:o:..::.n""g'-0=1--'---- 0.6400 '
---~E~n~d~2:...:A~I~on~g~0~2_ _ ____ 0 _6400 ~ End 2 Along:...:0::.:3~----
1 0.6350 ~ ______ : E E + .,. __ ... -~ o.~~~ 0.6350~.+ *--*--~ 06300 I A ---~ II . * -+ =- - 0.630of -*~-~ 0.6250 E---:::;:------
-~
, 0.6250 r"'---------;==========::::--
-===~~ 0.6250 -----------
ly = 0.004x + 0.62591 0.6200 Jy-0.004x+0.62611----,
~
0.6200 f o.62oo r Iv o.oo42x + o.6257 h 0.00 0.50 1.00 1.50 2.00 2.50 1 0.00 0.50 1.00 1.50 2.00 2.5o 1 ~o"' o.5o 1.00 1.so 2.00 2.50
~~~q ~~r~,~=~7z,=q-------~
Prepared by/Date: J. Daily I M. Hamilton 1/22/14 Checked by/Date: T. Landis 1/29/14 /( /? 1)2-'f { l.f I
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) vn£-~- i/;{) /il( Project Name Clinch River SMR Tested by M. Hamilton Project No. 6468-13-1072 Date 112912014 Boring No. MP-111 Reviewed by T. Landis /(';/ d3. Run No. NIA Date 1130/2014 3 Sample No. L3-21-BH Unit Weight (g/cm ) 2.676 Sample Depth {ft) 159.2-160.2 Unit Weight (lbs/ft 3
) :J:.G?-:-3: L&'1 JU 3.-
Mass (g) 907.89 Temp. {°F I 'C) 73.2 I 22.9 Moisture Cond. Laboratory Air Dry Specific Gravity 2.68 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT -06231 Sl23l2014 Parallel Bars CLT-06261 512012014 V-B lock CLT-06251 512012014 Scale CLT-03701 911812014 Displacement Gage CLT-0721/ 611712014 Steel Rule CLT-05561 9110/2014 Feeler Gage Set CLT-0557I 911712014 Square CLT-06221 5/2012014 Calipers . CLT-0260/ 512112014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAvG I DAvG = 2.0 to 2.5 End 1 L1 {in) 4.58 L2 {in) 4.58 L3 {in) 4.56 L4 {in) 4.57 LAVG {in) . 4.57 D1 {in) 2.39 D2 (in) 2.40 DAvG {in) 2.40 4.52 20.7 1.9 End 2 PASS or FAIL FAIL MP-111 L3-21-BH DimLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-92 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Boring No. MP-111 6468-13-1072 Sample No. L3-21-BH Sample Depth (ft) 159.2-160.2 Side Strai htn s ASTM 04543-08 Section 9.1.1 Procedure 51 : imum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) At End 1 Maximum Gap (in) N/A Max Gap I lAvG 0.0000 PASS MP-111 L3-21-BH DimlogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-93 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations perSDDR-33) Project Name Clinch River SMR Boring No. MP-111 Project No. 6468-13-1072 Sample No. L3-21-BH
~ Sample Depth (ft) 159.2-160.2 End F~s & Parallelism Tolerance (ASTM 04543-08 Section 9.2.2 Procedure FP2l:
Check that ~ess does not depart from best-fit straight line by more than 0.001 in. Check that max~ angular difference between opposing best-fit straight lines is no more than 0.2s*. Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along 0 3 0.00 '\ N/A N/A N/A 0.24 ~ N/A N/A N/A 0.48 ~/A N/A N/A 0.72 N~ N/A N/A 0.96 N/A '\_ N/A N/A 1.20 N/A '\ N/A N/A 1.44 N/A N/A 1.68 N/A ('<? N/A N/A 1.92 N/A '\_ N/A N/A 2.16 N/A '\N/A N/A Distance (In) End 2 Along D1 End 2 Alan&_ D2 End 2 Along D3 0.00 N/A N/A ~ N/A
>..:?
0.24 N/A N/A ~ N/A 0.48 N/A N/A K..r;,..- N/A 0.72 N/A N/A ~ N/A 0.96 N/A N/A '\N/A 1.20 N/A N/A \LA 1.44 N/A N/A N/~ 1.68 N/A N/A N/A '\ 1.92 N/A N/A N/A '\ 2.16 N/A N/A N/A '\. 01 . D2 "\_03 Maximum departure from best-fit straight line (in) #VALUE! #VALUE! #VA'?:4E! PASS or FAll #VALUE! #VALUE I #VALU~ Maximum angular diff. between opposing best-fit lines (deg) #DIV/0! #DIV/01 #DIV/01 PASS or FAll #DIV/0! #DIV/0! #DIV/0! MP-111 L3-21-BH DimLogSV 04543-08 R1.xlsx
. Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-94 of 598
ame Dimension log for Intact Rocl< Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by M. Hamilton Project No. 6468*13*1072 Date 12/12/2013 Boring No. MP-113 Reviewed by MA-c-Run No. N/A Date 1-<[Sw 14-Sample No. L2-5-BCG Unit Weight (g/cm"3) 2.694 I Sample Depth (ft) 51.1*51.7 Unit Weight (lbs/ft"3) ~tl99#1---~ Mass (g) 1139.03 Temp. °F/ 'C 74.01 23.3 Moisture Cond. Laboratory Air Dry Specific Gravity 2.70 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-0623/5/23/2014 Parallel Bars CLT-0626/ 5/20/2014 V-B lock CLT-0625/5/20/2014 Scale CLT*0370/ 9/18/2014 Displacement Gage CLT-0721/ 6/17/2014 Steel Rule CLT-0556/ 9/10/2014 Feeler Gage Set CLT-0557/ 9/17/2014 Square CLT-0622/ 5/20/2014 Calipers CLT-0260/ 5/21/2014 Length/Diameter Ratio (ASTM D4543*08, Sections 7.2 and 10}: Check that LAvG I DAvG =2.0 to 2.5 l 1 (in) End 1 5.70 L2 (in} 5.71 L3 (ln} 5.70 l 4 (In) 5.70 LAVG (in) 5.70 D1 (in) 2.40 D2 (in) 2.40 DAVG (In) 2.40 4.52 I 25.8 I
--~ I "'-.._
2.4 End 2 PASS or FAIL PASS L2-5-BCG AS Dim Log Rock Cores_RO plane comparison Sl temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-95 of 598
Dimension Log for Intact Rock Cores ASTM 04543*08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-113 I Project No. I 6468-13-1072 Sample No, L2-5*BCG Sample Depth (ft) 51.1-51.7 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0060 PASS Section 9.3.2, Procedure P2 (RMC 3*27-2012) Perpendicularity (ASTM 04543-08, Section g,g,a, Proeedure P1): Check that Max Gap I LAvG Is less than or equal to 11230::: 0,0043. At End 1 At End 2 Maximum Gap (in) 0.0080 0.0330 Max Gap I LAvG 0,0058 FAIL L2-5-BCG AS Dim Log Rock Cores_RO plane comparison 51 temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-96 of 598
ame Dimension log for Intact Rod< Cores ASTM 04543~08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-113 I Project No. I 6468*13-1072 Sample No. L2*5-BCG Sample Depth {ft) 51.1-51.7 End Flatness & Parallelism Tolerance (ASTM 04543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.2s*. Distance {In) End 1 Along 0 1 End 1 Along 0 2 End 1 Along 0 3 o.oo 0.3754 0.3764 0.3751 0.24 0.3768 0.3773 0.3770 0.48 0.3763 0.3771 0.3772 0.72 0.3772 0.3765 0,3780 0,96 0.3780 0.3785 0.3780 1.20 0.3776 0.3766 0.3773 1.44 0.3775 0.3770 0.3786 1.68 0.3774 0.3768 0.3770 1.92 0.3774 0.3776 0.3785 2.16 0.3774 0.3776 0.3786 Distance {In) End 2 Along 0 1 End 2 Along D2 End 2 Along 0 3 o.oo 0.8602 0.8582 0.8610 0.24 0.8612 0.8592 0,8611 0.48 0.8613 0.8592 0.8609 0.72 0.8613 0.8603 0.8611 0.96 0.8615 0.8609 0.8611 1.20 0.8618 0.8609 0.8611 1.44 0.8619 0.8611 0.8611 1,68 0.8616 0.8630 0.8612 1.92 0.8606 0.8640 0.8627 2.16 0.8600 0.8642 0.8628 01 02 Ds Maximum departure from best-fit straight line {in) 0,001 0.* 001 0,001 PASS or FAIL PASS PASS PASS Maximum angular diff. between opposing best-fit lines {deg) L2*5*BCG AS Dim Log Rock Cores.,.RO plane comparison Sl temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-97 of 598
"'C(")
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' 0.8625 ' 0.8660 -r----------"::__- I 0 _8640 I 0.8620 r-------------------- - I I 0.8630 ' - ---
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' ~ lv=-6HI5x+ 0.86121 '1 f- lv=0.0028x+o.85sJ.! lv=o.ooo7x+0.86o61 0.8560 +.---~----.----"'i=--""""';F""'-'----,
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0.8595 o.~o 0~0 1..~0 ~0 2:~ 250 1 0.00 0.50 1.00 1..50 o.oo I 2.00 2.50 ! 1 o.5o 1.00 1..50 2.00 2.50 Prepared by/Date: M. Hamilton Cnecked by/Date: fV\.1\-c. l- 7 -II.\-
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Dally ,4B Jfq/1'1 Project No. 6468-13-1072 Date 12/13/2013 Boring No. MP-113 Reviewed by NIA-7': Run No. N/A Date l-S*IY. Sample No. L2*6-B Unit Weight (g/cm113) 2.682 I Sample Depth (ft) 60.4-60.9 Unit Weight (lbs/ft113) -!1.~ l Col jf>,)t. Mass (g) 1098.63 Temp. °F/ *c 74.11 23.4 Moisture Cond. Laboratory Air Dry Specific Gravity 2.69 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support surface CLT-0623/5/23/2014 Parallel Bars CLT-0626/ 5/20/2014 V-B lock CLH625/~/20/2014 Scale CLT-0370/ 9/18/2014 Displacement Gage CLT-0721/ 6/17/2014 Steel Rule CLT-0556/ 9/10/2014 Feeler Gage Set CLT-0557/ 9/17/2014 Square CLT-0622/ 5/20/2014 Calipers CLT-0260/ 5/21/2014 Length/Diameter Ratio (ASTM 04543*08, Sections 7.2 and 10): Check that LAvG I DAvG::: 2.0 to 2,5 End 1 L1 (In) 5.53 L2 (in) 5.51 Ls (in) 5.52 L4 (in) 5.53 LAvG (in) 5.52 D1 (in) 2.40 Dz (in) 2.40 DAVG (in) 2.40 2 Area (in ) 4,52 3 Volume (in ) 25.0 LAvG/DAvG 2.3 End 2 PASS or FAIL PASS . L2-6-B AS Dim Log Rock Cores_RO plane comparison Sl temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-99 of 598
ame Dimension Log for Intact Rocl< Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-113 I Project No. I 6468-13-1072 Sample No. L2-6-B Sample Depth (ft) 60.4-60.9 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure Sl): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. [ Max Gap (In) 0.0100 PASS Section 9.3.2, Procedure P2 (RMC 3-27-2012) Perpendicularity (ASTM 04543-08, SectioR g,g,1, Preaedure P:t): Checl< that Max Gap I LAvG Is less than or equal to 11230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0250 0.0100 Max Gap I LAvG 0.0045 FAIL L2-6-B AS Dlmlog Rock Cores_RO plane comparison Si temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-100 of 598
ame Dimension Log for Intact Rocl< Cores ASTM 04543*08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No, MP-113 I Project No. I 6468-13-1072 Sample No. L2-6-B Sample Depth (ft) 60.4-60.9 End Flatness & Parallelism Tolerance (ASTM 04543*08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.2s*. Distance {in) End 1 Along D1 End 1 Along D2 End 1 Along D3 0.00 0,1844 0.1705 0.1731 0.24 0.1844 0.1731 0.1745 0.48 0.1845 0.1759 0.1763 0.72 0.1845 0.1768 0.1774 0.96 0.1845 0.1788 0.1783 1.20 0.1823 0.1807 0.1802 1.44 0.1823 0.1828 0.1812 1.68 0.1824 0.1853 0.1827 1.92 0.1812 0.1869 0.1833 2.16 0.1800 0.1873 0.1833 Distance {in) End 2 Along D1 End 2 Along D2 End 2 Along 0 3 0.00 0.1783 0.1697 0.1660 0.24 0.1782 0.1697 0.1671 0.48 0.1782 0.1727 0.1710 0.72 0.1788 0.1727 0.1726 0.96 0.1775 0.1733 0.1729 1.20 0.1781 0.1756 0.1737 1.44 0.1781 0.1762 0.1756 1.68 0.1767 0.1786 0.1757 1.92 0.1768 0.1818 0.1778 2.16 0.1760 0.1821 0.1798 Dl D2 Ds Maximum departure from best-fit straight line (In) 0.001 0.001 0.001 PASS or FAIL PASS PASS PASS PASS or FAIL L2-6-B AS Dim Log Rock Cores_RO plane comparison Si temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-101 of 598
"'C(") ~= t1) ~ G):; a,:;o ~ ;::* otl) N"" 0 c -Ill enS" ame Project Name Oinch River SMR Boring No. MP-113 ~:;o Project No. 6468-13-1072 Sample No. 12-6-B t1)
"'C Sample Depth {ft} 60.4-60.9 0
~
~ I End 1 Along 01 End 1 Along 02 o.19oo End 1 Along 03
- ' 0~~ ~------------------------------------ OE~c-------------~~-----------
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- o 1 0~860 ~ ---- 0~850 - _
- ::.
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.... 0~800 I. -- - 0~800 f - ~--"'-'-'--------------
........ 10.1820~~-~ . .~-
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....~ ~ ~ ------ ~ 0.1750 -- __ - --
' 01800 ' --- 4 l *- ~ \v=-o.C02x+0~853( 0.1700 l"'"----------,=======;---
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- lv=o.oo79x+0.1712j 1 0.1780 ;=-==:;::==::::::.---........,~--...,---~ o.11oo f lv o.oosx+a~736r I o.oo oso 1.oo 15o 2.00 25o 0.00 050 1.00 150 2.00 ~ 0.00 050 1.00 150 2.00 250 o.185o End 2 Along 03 I0~800 ~-------~nd 2 Along 01 I o.179o ; + ----- 0.1800 ; -
, *~-- 0.1.750 ' - .;:::;::~ g:
0.1780
!i 0.1770 ~ - - - - - - - - ~~--- m ~ - - . - ;
t o.11so ~
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0.00 050 1.00 150 2.00 250 0.00 030 1.00 1..50 2.00 ~ 0.00 050 1.00 150 2.00 250 I Prepared by/Date: Joey Daily /Jj 1hbq Checked by/Date: .~ ( I Y
Dimension Log for Intact Rock Cores ASTM 04543*08 (with deviations per SDDR-33} Project Name Clinch River SMR Tested by M. Hamilton Project No. 6468-13-1072 Date 12/13/2013 Boring No. MP-113 Reviewed by iYIAc.- Run No, N/A Date I -'8 -l'f Sample No. L2-7-B Unit Weight (g/cm"3) 2.689 Sample Depth (ft) 78.7-79.2 Unit Weight (lbs/ft"3) -~ (b~jjvY~ 1$/. Mass (g) 1128.19 Temp. °F/ 'C 74.11 23.4 Moisture Cond. Laboratory Air Dry Specific Gravity 2.70 Equipment ID No~ I Calibration Due Equipment ID No./ Calibration Due Support Surface CLT-0623/5/2312014 Parallel Bars CLT-06261 512012014 V-B lock CLT -06251512012014 Scale CLT-03701 911812014 Displacement Gage CLT-07211 6117/2014 Steel Rule CLT-0556/ 9/10/2014 Feeler Gage Set CLT-0557I 9/17/2014 Square CLT-06221 5/2012014 Calipers CLT-02601 512112014 length/Diameter Ratio (ASTM 04543*08, Sections 7.2 and 10): Check that LAvG I DAvG = 2.0 to 2.5 End 1 l1 (In) 5.66 l 2 (in) 5.66 5.65 I l 3 (in) IL4 5,66 L4 (In) I LAVG (In) 5.66 I L1 I 1/...- --}--- 2.40 -1:4 I I "
--r:---+_
D1 (in) D2 (In) 2.40 I
/o1 1 Lz DAvG (in) 2.40 I I
4.52 I I 25.6 I I I --~" 2.4 I End 2 -f-._ PASS or FAIL PASS I L2-7-B Dim Log Rock Cores_RO plane comparison Sl temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-103 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-113 I Project No. I 6468-13-1072 Sample No. L2-7*B Sample Depth (ft) 78.7-79.2 Side Straightness (ASTM 04543*08, Section 9.1.1. Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 ln. Max Gap (in) 0.0060 PASS Section 9.3.2 1 Procedure P2 (RMC 3-27*2012) Perpendicularity (ASTM 04543-08, Section 9.!U, PI'-Gcedttl'e-ll4l: Checl< that Max Gap I LAve Is less than or equal to 1/230 =0.0043. At End 1 At End 2 Maximum Gap (In) 0.0070 0.0100 MalC Gap I LAve 0.0018 PASS L2-7-B Dim log Rock Cores_RO plane comparison Sl temp and density.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-104 of 598
- ame&
Dimension Log for Intact Rock Cores ASTM 04543*08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-113 I Project No. I 6468-13-1072 sample No. L2-7*B Sample Depth (ft) 78.7-79.2 End Flatness & Parallelism Tolerance (ASTM 04543*08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit strai~ht line by more than 0.001 in. Check that maximum angular difference between opposing best*fit straight lines is no more than 0.25', Distance (In) End 1 Along D1 End 1 Along D2 End 1 Along 0 3 o.oo 0.3297 0.3190 0.3338 0.24 0.3311 ' 0.3255 0.3314 0.48 0.3311 0.3247 0.3260 0.72 0.3307 0.3232 0.3242 0.96 0.3283 0.3246 0.3259 1.20 0.3270 0.3261 0.3261 1.44 0.3256 0.3270 0.3265 1.68 0.3242 0.3270 0.3260 1.92 0.3231 0.3270 0.3244 2.16 0,3206 0.3270 0.3250 Distance (in) End 2 Along 0 1 End 2 Along D2 End 2 Along 0 3 o.oo 0.3279 0.3321 0.3321 0.24 0.3313 0.3321 0.3321 0.48 l 0.3323 0.3321 0.3321 0.72 0.3323 0.3321 0.3321 0,96 0.3323 0.3321 0.3321 1.20 0.3323 0.3321 0.3321 1.44 0,3323 0.3319 0.3321 1.68 0.3313 0.3310 0.3313 1.92 0.3307 0.3297 0,3298 2.16 0.3300 0.3285 0.3283 Dl Oz Dg Maximum departure from best-fit straight line (In) 0.003 0.003 0.004 PASS or FAIL FAIL FAIL FAIL [ Maximum angular diff. between opposing best-fit lines (deg) L2-7-B Dim log Rock Cores_RO plane comparison Si temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-105 of 598
"'C(") ~= t1) ~ G):; a,:;o ~ ;::* otl) 0 c -Ill enS" Cflnch River SMR Boring No. MP-113 ~:;o 6468-13-1072 Sample No. U-7-B t1)
"'C Sample Depth {ft) 78.7-79.2 0
~
~ End 1 Along 01 End 1 Along 02 End 1 Along 03
- 03~0 ,.------------------~--------------- 0.3300 o:o--------=---~-- 0.3360 1
""'(") 0.33201~ 0.3280 t . ~ 0.3340 r--------------
- o i0.3300i~~~ F -~--+_......,...--_~--+
"P j0.3280: - -~
.... 0.3260 -~~ :~~: c;:~::--- ~~:: ~--~-
0.3280 -o.0031x+0.33021
........ ' i . *~-*-- §=--- --- ~y*
0.3240 ~ ~::=S:=- 0.3220 -- --- 0.3260 -
....~ IIo.3220- ~ ~ ~--...=,__~
03200 E -. "l 0.3200 I I 0.3240
~ ------ -
"' II 0.3180 ~ iY ;-Q.0048x: + 0.33231 I '~----~-----.----~~y=;=Q=00=2=7x=~~.0~.3=22=2=c 0.3180 ..,.
l 0.3220 ---- I 0.00 0.50 1..00 1.50 2.00 2.50 I 0.00 0.50 1..00 :150 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 I o333o
- End 2 Along 01 o.s350 End 2 Along 02 , End 2 Along 03 03360 I
0.3320 " --~--*-~-~-~-------- ~ 0.334D r-~:-;::-:::-:--------=== Il 03340~~~-~----------------.------------------- 0.3310 ~ ~-- --- 0.3300 ~ - --------------- ~:::~~~~~ 10.3320~-~---~. ~- 0.33:10 - ---- - 0.3290 '> j I t -----~-- 0.3300 0.3300 ' - - 0.3280.. 1 0.3290 I .
-- ____ .. --- ~
+E------~------.,-----...!Ii=v~;~o.~oo~o~zx=+"l"""o.s=3=1d.l__~ . jy--0.0014x+0.3329/ , + 1 U v -o.0014x-rQ3329J 03270 03280 I 03280 -----~-*
~ ~ ~ ~ ~ ~I 0.00 0.50 :1.00 :1.50 2.00 2.50 .I o.oo o.so 1.00 1.5o 2.00 z_so Prepared by/Date: Mike Hamilton Checked by/Date: ,M 11-<- (-? -ll/
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) j]JJ Jft-o/;tl . IliA ljt.{l/1~1 Project Name Clinch River SMR Tested by J.Daily I M. Hamilton Project No. 6468-13-1072 Date 112212014 Boring No. MP-115 Reviewed by T. Landis rr-ifth'A /1-t Run No. NIA Date 112912014 Sample No. L3-24-BH Unit Weight (g/cm') 2.689 Sample Depth (ft) 69.4-70.6 Unit Weight (lbs/ft 3
) :rs.y.;.g.,eo~ ~1--3""
t Mass (g) 1061.78 Temp. (°F I 'C) 71.9 I 22.2 Moisture Cond. Laboratory Air Dry Specific Gravity 2.70 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-0623/ 512312014 Parallel Bars CLT-06261 5/20/2014 V-Biock CLT-06251 512012014 Scale CLT-03701 9118/2014 Displacement Gage CLT-07211 611712014 Steel Rule CLT-05561 9110/2014 Feeler Gage Set
- CLT-0557I 911712014 Square CLT-0622/ 5/20/2014 Calipers CLT-02601 512112014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10):
Checl< that LAvG I DAvG::: 2~0 to 2.5 End 1 Ldin) 5,33 L2 (in) 5.33 L3 (in) 5.33 L4 (in) 5.33 LAvG (in) 5.33 D1 (in) 2.40 D2 (in) 2.40 DAVG (in) 2.40 Area (in 2) 4.52 3 Volume (in ) 24.1 LAvG/DAvG 2.2 End 2 PASS or FAIL PASS MP-115 L3-24-BH DimLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-107 of 598
ame Dimension log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-115 I Project No. I 6468-13-1072 Sample No. L3-24-BH Sample Depth (ft) 69.4-70.6 Side Straightness (ASTM 04543*08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0080 PASS Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0100 0.0090 Max Gap I LAvG 0.0019 PASS MP-115 L3-24-BH DimlogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-108 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-115 I Project No. I 6468-13-1072 Sample No. L3-24-BH Sample Depth (ft) 69.4-70.6 End Flatness & Parallelism Tolerance (ASTM D4543-08. Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along D3 0.00 0.1322 0.1417 0.1380 0.24 0.1330 0.1417 0.1382 0.48 0.1348 0.1417 0.1396 0.72 0.1367 0.1421 0.1401 0.96 0.1387 0.1422 0.1403 1.20 0.1400 0.1420 0.1404 1.44 0.1416 0.1405 0.1404 1.68 0.1427 0.1390 0.1404 1.92 0.1439 0.1372 0.1404 2.16 0.1443 0.1346 0.1404 Distance (in) End 2 Along D1 End 2 Along 0 2 End 2 Along 0 3 o.oo 0.1315 0.1445 0.1388 0.24 0.1334 0.1447 0.1388 0.48 0.1342 0.1447 0.1392 0.72 0.1365 0.1447 0.1403 0.96 0.1385 0.1441 0.1405 1.20 0.1405 0.1425 0.1406 1.44 0.1407 0.1406 0.1406 1.68 0.1407 0.1393 0.1406 1.92 0.1408 0.13'75 0.1397 2.16 0.1408 0.1355 0.1378 Dl Dz D3 Maximum departure from best-fit straight line (in) 0.002 0.003 0.002 PASS or FAIL FAIL FAIL FAIL MP-115 L3-24-BH DimLogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-109 of 598
"'C(") ~= t1) ~ G):; a,:;o ~ ;::* _.tl) o"" 0 c -Ill enS" Clinch River SMR Boring No. MP-115 ~:;o 6468-13-1072 Sample No. L3-24-BH t1)
"'C Sample Depth (ft) 69.4-70.6 0
~
~ End 1 Along 01 End 1 Along 02
- 0.1460 .,---------__:~-------- 0.1430 T"
-~--~E_n~d1~A~Io_n~g~0_3 _________
""'(") 0.1440 1'-.... - - 0.1420 . --
- o "P --- .... --- 0.1420
'---------------A
-"'--'!:---...:....... *---- 0.1410 ~ -- ~.
0.1400 < ~= --------------- __ ,. 0.1400
........ 0.1400 - ----~------
~-* --- 0.1380 - - - - ;!>------- 0.1390 r:---~ ---
....~ 0.1350 ~-~- -------- ---
0.1360
"' 1
- b --=-=---- . ,I -- - 0.1380 1 0.1370 0.0011x+ 0.13871
.I 0.1300 1;: :;:,1 i 0.1340 +,_~lv~==~=-=o~o~==x+=0=.1=4=34~,~--~--~~*~-~
Iy
~ ~ ~ ~ ~ ~I 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 I o.145o End 2 Along 01 [ o.15oo End 2 Along 02 - I o.141o End 2 Along 03
[ --------;--+---IF-'-:'./$=:__:=::--:.,---,-----
~ -- 0.1450~ 0.1400 .
I <(> 0.1400 . -. 0.1390 }t + _ __t _____ l"*~oob~~ 0.1350 r 0.1350 y::::: -0.0044x + 0.1465 0.1380 1~------r========c o.13oo 1-- lv=o.0046X+O.l3281 t lv=o.oomx+0.139;1 -._ 0.1300 +-----.---~---~----~--~ 0.1370 +-----,------,-----.-----,..---~ 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50
".lAo/if A<tii(U/Ilf Prepared by/Date: J. Daily7 M. Hamilton 1/22/14 Checked by/Date: T.landls 1/29/14 ~ J/ztti/1'4
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) 1.41 ~~ lh.o/Jtt Project Name Clinch River SMR Tested by M. 'Hamilton Project No. 6468-13-1072 Date 112912014 Boring No. MP-117 Reviewed by T. Landis r;;!,J.J( Run No. NIA Date 113012014 Sample No. L3-26-BH Unit Weight (g/cm 3 ) 2.673 Sa'mple Depth (ft) 96.5-97.0 Unit Weight (lbs/ft 3
) 1-9~. lt.;1 ~*;.*
Mass (g) 643.96 Temp. (°F I *q 72.3 I 22.4 Moisture Cond. Laboratory Air Dry Specific Gravity 2.68 Equipment JD No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-0623/ 512312014 Parallel Bars CLT-06261 5/20/2014 V-B lock CLT-06251 512012014 Scale CLT-03701 9118/2014 Displacement Gage CLT-0721/ 6/17/2014 Steel Rule CLT-05561 9/10/2014 Feeler Gage Set CLT-0557/9/1712014 Square CLT-0622/ 5/20/2014 Calipers CLT-0260/ 5121/2014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10)! Checlc that LAvG I DAvG = 2.0 to 2.5 End 1 Ll (in) 3.26 L2 (in) 3.26 L3 (in) 3.27 L4 (in) 3.28 LAVG (in) 3.27 Dl (in) 2.39 D2 (in) 2.39 DAVG (in) 2.39 Area (in ) 2 4.49 I Volume (in 3
) 14.7 I
--~
LAvG/DAvG 1.4 I "'- End 2 PASS or fAIL FAIL MP-117 L3-26-BH DimLogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-111 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Boring No. MP-117 Project No. 6468-13-1072 Sample No. L3-26-BH Sample Depth (ft) 96.5-97.0 N/A FAIL At End 2 Maximum Gap (in) N/A N/A Max Gap I LAvG 0.0000 PASS MP-117 L3-26-BH DlmLogSV 04543-08 Ri.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-112 of598
ame Dimension log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR~33) I Project Name I Cllnch River SMR Boring No. MP-117 I Project No. I 6468-13-1072 Sample No. L3-26-BH Sample Depth (ft) 96.5-97.0 End Flatness & Parallelism Tolerance {ASTM 04543-08, Section 9.2.2, Procedure FP2}: Check that flatness does not depart from best-fit straight line by more than 0.001 in. c ck that maximum angular difference between opposing best-fit straight lines is no more than 0.25'; Dis~e(in) End 1 Along 0 1 End 1 Along D2 End 1 Along 0 3 0.0~ N/A N/A N/A 0.24 N/A N/A N/A 0.48 N/A N/A N/A 0.72 N/A N/A N/A 0.96 1.20 ""' ""' N/A
'NJ.A N/A N/A N/A N/A 1.44 N/~ N/A N/A 1.68 1.92 N/A N/A
"'A~, ~ ~ N/A N/A N/A N/A 2.16 N/A "( N/A N/A Distance (in) 0.00 End 2 Along D1 N/A
""" N/~
End 2--~long 0 2 End 2 Along 0 3 N/A 0.24 0.48 N/A N/A N/A N/A
~ ?:.
N/A N/A 0.72 N/A N/A )(~/ N/A 0.96 N/A N/A "'!.;( N/A 1.20 N/A N/A ',flljA 1.44 N/A N/A N~ 1.68 N/A N/A N/A 1.92 N/A N/A N/A 2.16 N/A N/A Dl N/A Dz """1"'- ~ Maximum departure from best-fit straight line (in) #VALUE! #VALUE! #VALU)!.., PASS or FAIL #VALUE! #VALUE! #VALUE! Maximum angular cliff. between opposing best-fit lines (deg) #DIV/01 #DIV/0! #DIV/0! PASS or FAIL #DIV/0! #DIV/01 #DIV/01 MP-117 L3-26-BH DlmLogSV 04543"08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-113 of598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33)
'lnlLI/:r;;),q Jjfj 1/~oltL/
Project Name Clinch River SMR Tested by M. Hamilton I J. Daily Project No. 6468-13-1072 Date 112212014 Boring No. MP-118 Reviewed by T. Landis /(;f.,/: f1 Run No. NIA Date 112912014 3 Sample No. L3-29-BH Unit Weight (g/cm ) 2.692 Unit Weight (lbs/ft 3 1~1:-119.8 fi'(.P ~ ~ Sample Depth (ft) 97.6-99.0 ) Mass (g) 1054.40 Temp. (°F I 'C) 71.9 I 22.2 Moisture Cond. Laboratory Air Dry Specific Gravity 2.70 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231 512312014 Parallel Bars CLT-06261 512012014 V-Biock CLT-06251 5120/2014 Scale CLT-03701 911812014 Displacement Gage CLT-07211 611712014 Steel Rule CLT-05561 911012014 Feeler Gage Set CLT-05571 911712014 Square CLT-06221 512012014 Calipers CLT-0260/ 5/21/2014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAvG I DAvG = 2.0 to 2.5 End 1 L1 (in) 5.33 L2 (in) 5.32 l 3 (in) 5.33 L4 (in) 5.33 LAVG (in) 5.33 D1 (in) 2.39 Dz (in) 2.39 DAVG (in) 2.39 2 Area (in ) 4.49 3 Volume (in ) 23.9 LAvGIDAvG 2.2
*End 2 PASS or FAIL PASS MP-118 L3-29-BH DimLogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-114 of 598
ame Dimension log for Intact Rock Cores .1 :*.:,:
...*.*..**..:.*.:: *.. *,* ...*.**.* **:*P*a*"*g**e**.2. *o**f*.*3... :;*: ..,.: ::.
. ' .: ~-: .. ' *:-
ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-118 I Project No. I 6468-13-1072 Sample No. L3-29-BH Sample Depth (ft) 97,6-99,0 Side Straightness {ASTM 04543-08, Section 9.1.1, Procedure Sl): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0150 PASS Perpendicularity {ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230"' 0.0043. At End 1 At End 2 Maximum Gap (in) 0.0030 0.0110 Max Gap I LAvG 0.0021 PASS MP-118 L3-29-BH DimLogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-115 of598
Dimension log for Intact Rocl< Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-118 I Project No. I 6468-13-1072 Sample No. L3-29-BH Sample Depth (ft) 97.6-99.0 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2. Procedure FP2l: Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance (in) End 1 Along D1 End 1 Along Dz End 1 Along D3 0.00 0.4942 0.4906 0.4918 0.24 0.4943 0.4908 0.4918 0.48 0.4943 0.4919 0.4926 0.72 0.4943 0.4936 0.4936 0.96 0.4947 0.4947 0.4948 1.20 0.4953 0.4953 . 0.4954 1.44 0.4956 0.4959 0.4959 1.68 0.4956 0.4969 0.4967 1.92 0.4956 0.4973 0.4967 2.16 0.4956 0.4974 0.4967 Distance (In) End 2 Along D1 End 2 Along 0 2 End 2 Along D3 0.00 0.4932 0.4924 0.4923 0.24 0.4932 0.4918 0.4923 0.48 0.4932 0.4922 0.4923 0.72 0.4952 0.4929 0.4926 0.96 0.4952 0.4938 0.4940 1.20 0.4952 0.4946 0.4947 1.44 0.4952 0.4955 0.4950 1.68 0.4952 0.4961 0.4961 1.92 0.4954 0.4969 0.4968 2.16 0.4960 0.4972 0.4975 Dl Dz Og Maximum departure from best-fit straight line (in) 0.001 0.001 0.001 PASS or FAIL PASS PASS PASS MP-118 L3-29-BH DimLogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-116 of598
"'C(") ~= t1) ~ G):; a,:;o ~ ;::* _.tl) 0 c -Ill enS" Ctinch River SMR Boring No. MP-118 ~:;o 6468-13-1072 Sample No. L3-29*BH t1)
"'C Sample Depth (ft) 97.6-B9.0 0
~
~ End 1 Along D1
- 0.4980 1:""""_ _ _ _ _ _ _ _ _ _.::..__ _ _ _ _ _ __
0.5000 End 1 Along D3 End 1 Along D2 ---- ~~
""'(") 0.4970 -. 0.4980 _,
- o 0.4960 .- <>_
- :..:;:
-~..+
- I --
--~-...........- 0.4960 -
"P
.... ____ _- - - - - ----~
........ 0.4940 -~ ---- . n AOM " ---- -:;:=s-;---/
....~ 0.4940 L- ~ -=--- --- 0.4920 ~:--- -- 1 0.4,~ ~~----
0.4930 0.4900 - 1 0.4920~
"' r=---- lv o.0008x+0.49411 1 I y = 0.0035x + 0.49061 I 0.4 0.4920 0.4880 +-----,.---~---'=i====~~d_-
Il 900
+---------~---.,.----'=':'::y=:;:0=.0=0=27=x=+=0:;:.4=91=7='-l--, l 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 25_iJ_ ,
I o.oo o.so 1.00 1.50 200 2.50 I I o.498o End 2 Along D1 End 2 Along D2 o.sooo L End 2 Along D3 0.5000 .----------=-------- 0.4970 y--------------,.._ .. 0.4980 - - 0.4980 E ___ --:..- _..ft 0.4960 r----------::-:~=--""'"""'=.:.::~-::=--+--- 0.4960 - : - - 0.4950 t-:::::-::~~d!..:.:.~::::::~---"t:::3C~:,...~-- 10.4960 ~; -------- ~~ 0.4940 - o.494o t::::;::::~~======----::-:~=-~~=.:.::~:_____ o.494o E------ *------ 0.4930 ~-:::".:-::71!-.."-"'..:.:.---,------~- 0.4920 o.4szo "" -~- - 0.4900 ~-- lv~o.0027x+0.49141 0.4920 ::---=-~--~--....J;~;;;;;~~~~L_- t .----::.: -- 0.4900 -f;'~-~--------.---,--~-=lv~==0=.0=02=7=x=+~0-=49=~~~-~ 0.00 0.50 1.00 1.50 2.00 250 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 :LOO 1.50 200 250 Prepared by/Date: ..... .......... L .... "J .J* ......... y ..LJL.."-J-'-"'"T Checked by/Date: T. Landis 1/29/14 ~~~ /zq {14 J
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Dally JJj 1/31/tt; Project No. 6468-13-1072 Date 1/3112014' Boring No. MP-121 Reviewed by T. Landis /'i;tr/3l 11 Run No. NIA Date 113112014 3 Sample No. L2-9-B Unit Weight (g/cm ) 2.614 Sample Depth (ft) 51.0-51.5 Unit Weight (lbs/ft') "1:63-:T' IC..3 #C#'r3 Mass (g) 449.70 Temp. (°F I 'C) 70.1 I 21.2 Moisture Cond. Laboratory Air Dry Specific Gravity 2.62 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231 512312014 Parallel Bars CLT-0626/5120/2014 V-Biock CLT-06251 5120/2014 Scale CLT-03701 9118/2014 Displacement Gage CLH721I 6117/2014 Steel Rule CLT-05561 911012014 Feeler Gage Set CLT-0557I 911712014 Square CLT-06221 512012014 Calipers CLT-02601 512112014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAvG / DAvG =2.0 to 2.5 End 1 L1 (in) 2.28 L2 (in) 2.28 L3 (in) 2.28 L4 (in) 2.28 LAVG (in) 2.28 D1 (in) 2.42 D2 (in) 2.41 DAvG (in} 2.42 2 Area (in ) 4.60 3 Volume (in ) 10.5 LAvG/DAvG 0.9 End 2 PASS or FAIL FAIL MP-121 L2-9-B DimLogSV D4543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-118 of598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33} I Project Name I Clinch River SMR Boring No. MP-121 I Project No. I 6468-13-1072 Sample No. L2-9-B Sample Depth (ft) 51.0-51.5 N/A FAIL At End Z Maximum Gap (in) N/A Max Gap I LAvG 0.0000 PASS MP-121 L2-9-B DimlogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-119 of598
ame Dimension log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-121 I Project No. I 6468-13-1072 Sample No. L2-9-B Sample Depth (ft) 51.0-51.5 d Flatness & Parallelism Tolerance IASTM D4543*08 Section 9.2.2 Procedure FP2l: C~~"'" doo< oot dop*rt f'Dm bO<t-fft ""fght ffoo by moco th'" 0.0011o. Check t at maximum angular difference between opposing best-fit straight lines is no more than 0.2s*. Distanc6'<<..nl End 1 Along Dl End 1 Along D2 End 1 Along D3 0.00 '\. N/A N/A N/A 0.24 0.48 0.72
"'\.'\. N/A N/A N/A N/A N/A N/A N/A N/A N/A 0.96 ~/A N/A N/A 1.20 N~ N/A N/A 1.44 N/A'\_ N/A N/A 1.68 N/A N/A N/A 1.92 N/A '\ % N/A N/A
'(
2.16 N/A N/A N/A Distance (in) End 2 Along Dl End'\_Along 0 2 End 2 Along D3 0.00 N/A N~ N/A 0.24 N/A N/A '\_-;--.-.. N/A 0.48 N/A N/A ~/ / N/A
~
0.72 N/A N/A ~ N/A 0.96 N/A N/A '\( N/A 1.20 N/A N/A '\_ N/A 1.44 N/A N/A 'wA 1.68 N/A N/A N~ 1.92 N/A N/A N/A '\_ 2.16 N/A N/A Dl Maximum departure from best-fit straight line (in) #VALUE! N/A D2"'
#VALUE!
Dg
#\e,LUE!
PASS or FAIL #VALUE! #VALUE I #VACI.!.E! Maximum angular dlff. between opposing best-fit lines (deg) PASS or FAIL
#DIV/01
#DIV/01
#DIV/01
#DIV/0!
#DIV/0!
#DIV/0!
"~
MP-121 L2-9-B DimLogSV 04543*08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-120 of 598
ame Dimension Log for Intact Rocl< Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Dally J!JJJiqftll Project No. 6468-13-1072 Date 12/10/2013 Boring No. MP-121 Reviewed by M/h:. Run No. N/A Date 1- 'if--14 Sample No. L2-10*.SG Unit Weight (g/cm"3) 2.673 Sample Depth (ft} 80.6-81.8 Unit Weight (lbs/ft"3) -~ lto1 g')!Y Mass (g) 1025.09 Temp. °F/ *c 75.41 24.1 Moisture Cond.
- Laboratory Air Dry Specific Gravity 2.68 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Suf:>port Surface CLT-0623/5/23/2014 Parallel Bars CLT-0626/ 5/20/2014 V-B lock CLT-0625/5/20/2014 Scale CLT-0370/ 9/18/2014 Displacement Gage CLT-0721/ 6/17/2014 Steel Rule CLT-0556/ 9/10/2014 Feeler Gage Set CLT-0557/9/17/2014 Square CLT-0622/5/20/2014 Calipers CLT-0260/ 5/21/2014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10):
Check that LAva I D,..v 0 = 2.0 to 2.5 End 1 L1 (in} 5.12 L2 (In) 5.13 L3 (in} 5.13 L4 (in} 5.12 LAVG (in} 5.13 D1 (in) 2.41 D2 (in) 2.41 DAvG (in} 2.41 4.56 23.4 2.1 End 2 PASS or FAIL PASS L2-10-B,G DimLog Rock Cores_RO plane comparison Sl temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-121 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543*08 (with deviations per SDDR-33} I Project Name I Clinch River SMR Boring No. MP-121 I Project No. I 6468-13-1072 Sample No. L2*10*BG Sample Depth (ft) 80.6-81.8 Side Straightness {ASTM 04543-08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in.
,_[__ M_a_x_Ga_p_(_in_) -r---o-~o-A~-:-0 ---il .
Section 9.3.2, Procedure P2 (RMC 3-27*2012} Perpendicularity {ASTM 04543*08, Section 9,&,1. Procgd~re Pll: Check that Max Gap I LAVG is less than or equal to 11230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0250 0.0320 Max Gap I LAvG 0.0062
. FAIL L2*10-B,G Dim log Rock Cores_RO plane comparison Sl temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-122 of 598
ame Dimension Log for Intact Rocl< Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-121 I Project No. I 6468-13-1072 Sample No. L2-10*BG Sample Depth (ft) 80.6-81.8 End Flatness & Parallelism Tolerance (ASTM 04543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along D3 o.oo 0.2743 0.2764 0.2818 0.24 0.2757 0.2785 0.2818 0.48 0.2768 0.2809 0.2818 0.72 0.2777 0.2812 0.2818 0.96 0.2790 0.2813 0.2814 1.20 0.2790 0.2806 0.2805 1.44 0.2794 0.2788 0.2795 1.68 0.2795 0.2759 0.2781 1.92 0.2.790 0.2729 0.2767 2.16 0.2774 0.2676 0.2749 Distance (In) End 2 Along D1 End 2 Along D2 End 2 Along D3 o.oo 0.2585 0.2802 0.2800 0.24 0.2621 0.2807 0.2799 0.48 0.2690 0.2816 0.2800 0.72 0.2730 0.2817 0.2800 0.96 0.2.760 0.2814 0.2800 1.20 0.2779 0.2796 0.2797 1.44 0.2785 0.2764 0.2789 1.68 0.2786 0.2723 0.2776 1.92 0.2789 0.2685 0.2761 2.16 0.2790 0.2649 0.2745 Dl 02 Ds Maximum departure from best*flt straight line (in) 0.005 0.006 0.002 PASS or FAIL FAIL FAIL FAIL Maximum angular diff, between opposing best-fit lines (deg) L2*10-B,G Dim Log Rock Cores_RO plane comparison SJ temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-123 of 598
"'C(")
Ill - (Q -* t1) ~ G):; a,:;o
~ ;::*
Ntl) 0""'""
-Ill c
enS" Project Name Clinch RiverSMR Boring No. MP-121.
~:;o Project No. 6468-13-1072 Sample No. L2-10-BG t1)
"C Sample Depth {ft) 80.6-8L8 0
~
~ End 1 Along 01 End 1 Along 02 ! End 1 Along 03
- 02~0 ~----------------=-------------- 02850 .......--------=--------
""'(")
- o 02800 .--*--~
"P n..,~on ~--'t-_:+--=-=----- _.:---
.... , 02,ov ~-~------ + 02800 -- *-
02760
- _ ------ ---~
02780 ---- ..-==
....~
It 02740 ~ E.-- - 02700 +-----------------------------------------
=E~--
02760
---~
---§ -
lv=~.0031x+0.28321 o.2no
- 1 v- o.omsx ... o2759 f--, 02650 ,_~fy===~=-0~0=~==+=0=2=81~5~1----~------------~
'T
- 02740 l ' ' '
+
0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1..50 2.00 2.50 End 2 Along Dl End 2 Along 02 End 2 Along 03 I1 o29oo,~----------------~-------------- 02900 0.2840 ~ 02850 ; -- 0.2850 '- . 0..2820 ~- -- [- ~~ 02800 ~ *-~ 02800 ~~- - ------- - l
'02750 ~ *~- ~;~~F!=~~ ;:--=:~-.
02780 ~ -~--~-~ 1~~:~~ ~ - ~:: 02700 -~~-= =--~=:: 0.2760 . - i 02~0~~~----*~----------------~-----------r 0 2650
. ' fy=-a.oo73x+02846J lv=~.0023x+0.28'..2j - - ...
I o25so.t 1 I,y= O.OOQ3x +, 026311 , j02600-I ' ' . f 0.2740~:--~~~~~~L------r----~~~--~ I o.oo o.so 1.00 1..50 2.00 2.50 1 o.oo o.so 1.00 1..50 2.00 2.50 0.00 0.50 1.00 1..50 2.00 2.50 l Prepared by/Date: Joey Daily fo l['l[llf Checked by/Date: M{t-c, i - Y
- 1...J
Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) llllf I I16'IM jjJ1/J.tJ)jlj Project Name Clinch River SMR Tested by M. Hamilton I J. Daily Project No. 6468-13-1072 Date 1/2812014 Boring No. MP-122 Reviewed by T. Landis ritf 1/: 1.'\ Run No. NIA Date 112912014 3 Sample No. L3-30-BG Unit Weight (glcm 2.717 l
)
Sample Depth (ft) 63.1-64.3 *Unit Weight (lbs/ft 3
) 4fw.6 no pe :;- -
Mass (g) 1050.92 Temp. (°F I *q 72.2 I 22.3 Moisture Con d. Laboratory Air Dry Specific Gravity 2.72 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231 512312014 Parallel Bars CLT-06261 5120/2014 V-Biock CLT-06251 512012014 Scale CLT-03701 911812014 Displacement Gage CLT-07211 611712014 Steel Rule CLT-05561 911012014 Feeler Gage Set CLT-05571 911712014 Square CLT-06221 5120/2014 Calipers CLT-02601 512112014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAvG I DAvG =2.0 to 2.5 End 1 L1 (in) 5.22 L2 (in) 5.21 L3 (in) 5.22 L4 (in) 5.22 LAVG (in) 5.22 D1 (in) 2.40 D2 (in) 2.40 DAVG (in) 2.40 2 Area (in ) 4.52 3 Volume (in ) 23.6 LAvsiDAVG 2.2 End 2 PASS or FAIL PASS MP-122 L3-30-BG DimlogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-125 of 598
ame Dimension Log for Intact Rocl< Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-122 I Project No. I 6468-13-1072 Sample No. L3-30-BG Sample Depth (ft) 63.1-64.3 Side Straightness (ASTM 04543-08. Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0180 PASS Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230"' 0.0043. At End 1 At End 2 Maximum Gap (in) 0.0015 0.0030 Max Gap I LAvG 0.0006 PASS MP-122 L3-30-BG DimlogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-126 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-122 I Project No. I 6468-13-1072 Sample No. L3-30-BG Sample Depth (ft) 63.1-64.3 End Flatness & Parallelism Tolerance (ASTM 04543-08, Section 9.2.2, Procedure FP2l: Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Dista.nce (in) End 1 Along D1 End 1 Along D2 End 1 Along D3 0.00 0.2116 0.2111 0.2072 0.24 0.2147 0.2120 0.2106 0.48 0.2167 0.2136 0.2129 0.72 0.2184 0.2164 0.2152 0.96 0.2196 0.2187 0.2183 1.20 0.2208 0.2206 0.2206 1.44 0.2215 0.2218 0.2223 1.68 0.2221 0.2231 0.2236 1.92 0.2224 0.2232 0.2238 2.16 0.2224 0.2237 0.2239 Distance (in) End 2 Along 0 1 End 2 Along 0 2 End 2 Along 0 3 0.00 0.2103 0.2122 0.2072 0.24 0.2127 0.2132 0.2102 0.48 0.2147 0.2158 0.2131 0.72 0.2168 0.2174 0.2158 0.96 0.2191 0.2194 0.2184 1.20 0.2207 0.2207 0.2206 1.44 0.2217 0.2221 0.2223 1.68 0.2222 0.2231 0.2236 1.92 0.2228 0.2237 0.2243 2.16 0.2238 0.2239 0.2247 Dl 02 Og Maximum departure from best-fit straight line (in) 0.002 0.002 0.003 PASS or FAIL FAIL FAIL FAIL MP-122 l.3-30-BG DimLogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-127 of 598
"'C(")
Ill - (Q -* t1) ~ .G'l :::T a,:;o
~ ;::*
Ntl) co"" 0 c
-Ill enS" Clinch River SMR MP-122
~:;o 6468-13-1072 L3-30-BG t1)
"'C 63.1-64.3 0
~
~ End 1 Along 01 End 1 Along 02
- End 1 Along 03 0.2300 . - - - - - - - - - - - - - - - - 0.2300 0.2300 ,.---------=--------
""'(") E 0.2250 0.2250 1--------------:::->,...,;~~--
- o f
"P
.... ~"1~ 0.2200 0.2200 0.2200 :t r------4;::-:-;f;~;.~:::::~:.:_-~--
........ 0.2150 0.2150 r-=~~~~~~2:..:.___________
....~ 0.2150
'6:~~ ==------- ---
~-- 0.2100 0.2100 f-::?""-'::________ -r--::------~--
- lv=0.~065x~Y¥@
"' 4 I
0.2100 I 0.2050 Iy = 0.0048X + 0.21391---:-' 0.2050 ,:;~---;~::----:-:-:---==;::::===~~-- 0.00 0.50 1.00 1:50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 End 2 Along 01 o.23oo End 2 Along 02 I o.23oo --- ~nd 2 Along 03 j 0.2300 f 0.2250 -- l 0.2250 -- ?~
~ ~::_- .&...-~ ---
0.2150 0.2200 +----------,-,
- ~:::r~-- ::!::----.. --~~ "=~--
t:..------ 0.2150 - -- 0.2100 ..,_------------r===== ==--* 0.2150E: _ o.2o5o 9 r Iv- ~.oo62x + o.211sl 0.2100 ~= lv=D.OOS8x+0.212 1 ""= f
+-----.----,-----~----r-----.
0.00 0.50 1.00 1..50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 1 1 0.2050
- =),-M_*~ool o.oo o;_5o 1.oo 1.so 2.00 2.50 L---------------------------~ ~~~~~-~~~~~w------------~
Prepared by/Date: M. Hamilton I J. Daily 1/28/14 Checked by/Date: T. Landis 1/29/14 /j,f ,*/Z"t It+
ame Dimension Log for Intact Rock Cores I**:::;*,'~;,H;;,'~;\pcig'~f\Jd't: i:::'t:;:*:~: I ASTM 04543-08 (with deviations per SDDR-33}
,;J/1I!W/tfl lrt J-(llfr'; I~1'1 I !~IN Project Name Clinch River SMR Tested by J. Dally/ M. Hamilton Project No. 6468-13-1072 Date 1/22/2014 Boring No.
Run No. MP-122 N/A Reviewed by Date T. Landis 1/29/2014
/(f,*
3 Sample No. L3-31*BCH Unit Weight (g/cm
'"'1 o~~-~?*-
) 2.701 Sample Depth (ft) 79.3-80.6 unit Weight (lbs/fe) :1:6&6 Mass (g) 1022.34 Temp. (°F I 'C) 72.8 I 22.7 Moisture Cond. Laboratory Air Dry Specific Gravity 2.71 Equipment ID No./ Calibration Due Equipment ID No./ Calibration Due Support Surface CLT-0623/5/23/2014 Parallel Bars CLT-0626/ 5/20/2014 V-Biock CLT-0625/ 5/20/2014 Scale CLT-0370/ 9/18/2014 Displacement Gage CLT-0721/ 6/17/2014 Steel Rule CLT-0556/ 9/10/2014 Feeler Gage Set CLT-0557/ 9/17/2014 Square CLT-0622/ 5/20/2014 Calipers CLT-0260/ 5/21/2014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10):
Check that LAvG I DAvG =2.0 to 2.5 L1 (in) 5.10 End 1 Lz (in) 5.10 L3 (in) 5.09 L4 (in) 5.09 LAVG (in) 5.10 0 1 (in) 2.40 Dz (in) 2.40 DAVG (in) 2.40 4.52 I 23.1 I
.- -J--"
2.1 I PASS or FAIL PASS End 2 MP-122 L3-31-BH DlmLogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-129 of 598
ame Dimension log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-122 I Project No. I 6468-13-1072 Sample No. L3-31-BCH Sample Depth (ft) 79.3-80.6 Side Straightness IASTM 04543-08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0030 PASS Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 1/230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0030 0.0220 Max Gap I LAvG 0.0043 PASS MP-122 L3-31-BH DimLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-130 of 598
- ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33}
I Project Name I Clinch River SMR Boring No. MP-122 I Project No. I 6468-13-1072 Sample No. L3-31-BCH Sample Depth (ft) 79.3-80.6 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2,2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in.
- Check that maximum angular difference between opposing best-fit straight lines is no more than 0.2s*.
Distance (in) End 1 Along 0 1 End 1 Along D2 End 1 Along 0 3 0.00 0.4122 0.4133 0.4139 0.24 0.4122 0.4133 0.4139 0.48 0.4122 0.4137 0.4139 0.72 0.4122 0.4137 0.4139 0.96 0.4122 0.4137 0.4139 1.20 0.4122 0.4137 0.4139 1.44 0.4122 0.4130 0.4133 1.68 0.4122 0.4121 0.4126 1.92 0.4122 0.4099 0.4117 2.16 0.4122 0.4079 0.4110 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along D3 0.00 0.4119 0.4137 0.4134 0.24 0.4119 0.4137 0.4134 0.48 0.4119 0.4137 0.4134 0.72 0.4119 0.4137 0.4134 0.96 0.4119 0.4134 0.4134 1.20 0.4119 0.4123 0.4124 1.44 0.4118 0.4107 0.4108 1.68 0.4110 0.4100 0.4101 1.92 0.4104 0.4089 0.4094 2.16 0.4095 0.4077 0.4090 Dl D2 D3 Maximum departure from best-fit straight line (in) 0.001 0.002 0.001 PASS or FAIL PASS FAIL PASS Maximum angular diff. between opposing best-fit lines {deg) MP-122 L3-31-BH DimlogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-131 of 598
"'C(") ~= t1) ~ G):; a,:;tJ ~ ;::* wtl)* N"" 0 c -Ill enS" Cllnch River SMR Boring No. MP-122 ~:;o t1) / 6468-13-1072 Sample No. L3-31-BCH
"'C Sample Depth (ft) 79.3-80.6 0
~
~ End 1 Along D1
- End 1 Along D2 0.4180 - , - - - - - - - - - . : : -_ _ _ __ End 1 Along D3 0.4160 c---------='-------
""'(") 0.4135 1'r-- ----------------- -------
0.4130 0.4160 -~
- o 1 0.4150
~-----
0.41.40
*K=::-=-------------
r~~'""',...=--:,;:::..:o.~
"P 0.4125 t~-------------------
.... 0.4140 l-'-=<~>-~--<1! 0.4130 'f.--:_ ~ .......
0.4120 $ * * *
........ 1 * * * *
- 0.412(} ------~--
__ -- -- +
....~ 0.4100 0.4120 ------ ~
0.4115 t Jy 1E-16X+0.4122t- 0.4110 -----
- o.4o8o 1
"' 0.4110 ~--- --~- ----~ - - - - - - , - - - - - - . - - 1 v -o.oo2 1x + 0.41471 0.4100 lv -o.ooBx+o.4146 J --- -+-
0.4060 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 End 2 Along D1 End 2 Along D2 End 2 Along_D....:..3_ _ __ 0.4140 I- 0.4180 I 0.4160 0.4130 =---- 0.4140 0.4120 E--- ~ --:.:::.--- --
--""-~-*-- ... _
0.4120 0.4120 ----- --- lI :::v:~-~- 0.4110~:::; 0.4100 * -----~----- I' 0.4100 [ t --- ---- ~ ----- 0.4100 L - - - . .. - - + -----~ ! Jy=-Q.0009x+0.4124J 0.4080 f -------+ 'V I 0.4080 , Jy--o.oo23x+0.4144J 0.4090 IY= -o.0029x + 0.4149J
+---==:;====:;==- ---...-----..,.------. 0.4060 I 0.4060 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 z.5o I 0.00 0.50 1.00 1.50 2.00 2.50 v*_l/:;o/!'1. #tf- 1/?c/J'i Prepared by/Date; J. Dally/M. Hamilton 1/22/14 Checkedby/Date: T.Landis1/29/14 .rjfi( t/2.<\(1-4
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Daily /.JJ/hr/1'1 Project No. 6468-13-1072 Date 113112014 Boring No. MP-201 Reviewed by T. Landis ---r;::£ d31 lie Run No. NIA Date 113112014 3 Sample No. L2-12-B Unit Weight (g/cm ) 2.675 Sample Depth (ft) 116.2-116.9 unit weight (lbs/fe) 1~* IIP'1 /){}/J~- Mass (g) 705.80 Temp. (°F I *q 71.9 I 22.2 Moisture Cond. Laboratory Air Dry Specific Gravity 2.68 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231 5123/2014 Parallel Bars CLT-0626/ 5120/2014 V-Biock CLT-06251 5/20/2014 Scale CLT-0370/ 9118/2014 Displacement Gage CLT-0721/ 6/17/2014 Steel Rule CLT-0556/ 9110/2014 Feeler Gage Set CLT-0557/ 9/17/2014 Square
- CLT-0622/ 5/20/2014 Calipers CLT-0260/ 5121/2014 Length/Diameter Ratio (ASTM 04543"08, Sections 7.2 and 10):
Check that LAvG I DAvG =2.0 to 2.5 End 1 L1 (in) 3.57 lz (in) 3.58 L3 (in) 3.57 L4 (In) 3.57 LAvG (in) 3.57 D1 (in) 2.39 Dz (in) 2.40 DAVG (in) 2.40 2 Area (in ) 4.52 3 Volume (in ) 16.1. LAvGIDAVG 1.5 End 2 PASS or FAIL FAIL MP-201 L2-12-B DimLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-133 of 598
ame Dimension log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-201 I Project No. I 6468-13-1072 Sample No. L2-12-B Sample Depth (ft) 116.2-116.9 N/A FAIL Maximum Gap (in) N/A Max Gap I LAvG 0.0000 PASS MP-201 L2-12-B DimlogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-134 of 598
ame Dimension log for Intact Rock Cores ASTM 04543-08 {with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-201 I Project No. I 6468-13-1072 Sample No. L2-12-B Sample Depth (ft) 116.2-116.9
\n Flatness & Parallelism Tolerance (ASTM 04543*08 Section 9.2.2 Procedure ch:~'""' do" oat doport f"m bo<>flt ""lght 11"' by moM th'" O.OOllo.
FP~ Check t t maximum angular differe~ce between opposing best-fit straight lines is no more than 0.25'. Distance"!i.Ql End 1 Along 0 1 End 1 Along Dz End 1 Along 0 3 0.00
"' '\
N/A N/A N/A 0.24 N/A N/A N/A 0.48 N/A N/A N/A 0.72 N/A N/A N/A 0.96 '\t:J!A N/A N/A 1.20 NM. N/A N/A 1.44 N/A "-. N/A N/A 1.68 N/A ~ v/ N/A N/A 1.92 N/A )< (:) N/A N/A 2.16 N/A ~ N/A N/A Distance (in) End 2 Along 0 1 End~Aiong 0 2 End 2 Along 0 3 0.00 N/A N)4_ N/A 0.24 N/A N/A "-. ,._ N/A 0.48 N/A N/A "0 ~ N/A 0.72 N/A N/A '\ ~. N/A 0.96 N/A N/A X?"'f N/A 1.20 N/A N/A ~ N/A 1.44 N/A N/A '\t:J/A 1.68 N/A N/A N'tAt 1.92 N/A N/A "N/A"' 2.16 N/A N/A N/A 01 Dz '\ 03 Maximum departure from best-fit straight line (in) #VALUE! #VALUE! ~ALUE! PASS or FAIL #VALUE! #VALUE! #V)!,.UE! Maximum angular diff. between opposing best-fit lines (deg) #DIV/0! #DIV/0! #DIV/Ol PASS or FAIL #DIV/01 #DIV/01 #DIV/0! MP-201 L2-12-B DimLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-135 of 598
ame Dimension Log for Intact Rocl< Cores ASTM 04543M08 (with deviations per SDDR-33) I
. .. ~*
Project Nania Clinch River SMR Tested by M. Hamilton ' Project No, 6.468-13-1072 Date 12/16/2013 I Boring No. MP-201 Reviewed by N'lrlz:- Run No. N/A Date kg-ftf Sample No. L2*13-BCH Unit Weight (g/cm113) 2.686 sample Depth (ft) 130.6-131.8 Unit Weight {lbs/ft113) ~ {&:>8~ v Mass (g) 1122.40 Temp. °F/ 'C 73.21 22.9 Moisture Cond. Laboratory Air Dry Specific Gravity 2.69 Equipment iD No./ Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-0623/5/23/2014 Parallel Bars CLT-0626/ 5/20/2014 V-Biock CLT-0625/5/20/2014 Scale CLT-0370/9/18/2014 Displacement Gage CLT-0721/6/17/2014 Steel Rule CLT-0556/9/10/2014 Feeler Gage Set CLT-0557/9/17/2014 Square CLT-0622/5/20/2014
-*Calipers CLT-0260/ 5/21/2014 Length/Diameter Ratio (ASTM D4543*08. Sections 7.2 and 10):
Check that L,;.vG I DAvG"' 2.0 to 2.5 End 1 L1 (in) 5.67 L" {in) 5.67 L3 {in) 5.67
~(In) 5.68 LAvG (in) 5.67 D1 (In) 2.39 D" (in) 2.39 DAVG (in) 2.39 Area (in") 4.49 3
Volume (in ) 25.5 LAve/DAVG 2.4 End 2 PASS or FAIL PASS L2-13-BCH AS Dim Log Rock Cores_RO plane comparison Sl temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-136 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543*08 (with deviations per SDDR-33) I Project Name J Clinch River SMR Boring No. MP-201 I Project No. I 6468-13-1072 Sample No. L2-13-BCH Sample Depth (ft) 130.6-131.8 Side Straightness {ASTM 04543*08, Section 9.1.1, Procedure 51): Checl< that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0090 PASS
- Section 9.8.2, Procedure PZ (RMC 3-27-2012)
Perpendicularity (ASTM D4543-08,..$eetiol'l 9.8.1, Proeed!:H'.a-P.;J,): Check that Max Gap I LAvG is less than or equal to 11230"' 0.0043. At End 1 At End 2 Maximum Gap (in) 0.0150 0.0250 Max Gap I LAvG 0.0044 FAIL L2-13*BCH AS DlmLog Rock Cores_Ro plane comparison 51 temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-137 of 598
ame D.imension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name .I Clinch River SMR Boring No. MP-201 I Project No. I 6468-13-1072 Sample No. L2-13-BCH Sample Depth {ft) 130.6-131.8 End Flatness & Parallelism Tolerance (AS'fM D4543-0B, Section 9,2.2, Procedure FP2l: Check that flatness does not depart from best-fit straight line by more than 0.001ln. Check that maximum angular difference between opposing best-fit straight lines Is no more than 0,25'. Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along D3 (),00 0.5978 0,6039 0.5905 0,24 0,6049 O.Go58 0.5977 0.48 0.6067 0.6078 0.6061 0.72 0.6075 0.6092 0.6075 0.96 0.6093 0.6101 0.6091 1,20 0.6099 0.6101 0.6097 1.44 0.6099 0.6102 0,6097 1.68 0.6099 0.6096 0.6088 L92 0.6076 0.6091 0.6088 2.16 0.6056 0.6091 0.6068 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along D8 0.00 0.6060 0.6072 0.6083 0,24 0.6104 0.6040 0.6083 0.48 0.6110 0.6069 0.6083 0.72 0.6110 0,6081 0.6091 0.96 0.6110 0.6092 0.6095 1.20 0.6110 0.6096 0.6097 1.44 0.6104 0.6096 0.6097 1.68 0.6092 0.6096 0.6097 1.92 0.6083 0.6097 0.6090 2.16 0.6055 0.6096 0.6071 Dl 02 Da Maximum departure from best-fit straight llne (In) 0.006 0.003 0.008 PASS or FAIL FAIL FAIL FAIL Maximum angular diff, between opposing best-fit lines (deg) L2*13-BCH AS PlmLog Rock Cores_Ro plane comparison 51 temp and denslty.xlsx Clinch River Data Report Rev. 4 C~P-1112.16 Page G.S-138 of 598
"'C(")
~=
t1) ~ G):; a,:;o . ~ ;::* wtl)
<D""
0 c
-Ill enS" ame Project Name Oinch River SMR
~:;o MP-201-t1) Project No. 6468-13-1072 !2-13-BCH
"'C 0 130.6-131.8
~
~
- r End 1 Along Dl End 1 Along 02 End 1 Along 03 0.6:!.40 ~-------.::::__ _ _ _ __ D.6150 0.6150 t I I
""'(") 0.6120 .j:.._:__ _ _ _ _ _ _ _ _ _ _-::-:::-::-~- -~
!I o.s1oo +---------,.,..,.....~:_.----~---"'-~-~:;:.-::""*"':;;..:--=---
- o 0.6100~ ~= ----
- =------ 1 06050 * .... -~~ ....
"P
.... 0.6100 ~ -~--~--o/ -* I. --~ -
........ _0.6050~=~* 0.6000 --:~=----
! f"--- 0.6080 ~~ I --....
0.606() - ! 0.5950 +-------~----------
....~ 0.5000 -lf:__------------~-----
0.5900 y 0.0062x +0.5988
"' 0.5.950 t lv= o.oo29x+0.6038j o.6040 ~
==----
0.6010 +"---~---.----~---~--~ Iv - o.oo21x+ o.6os3 f ! 1 05850 -!'---~---~--~--~--~ 0.00 0.50 :1.00 1.50 2.00 2.50 0.00 D50 1.00 ~0 2.00 2.50 I 0.00 0.50 l.DO 1.50 2.00 2.50 I! [ r i 0$120 . End 2 Along Dl 2 Along 02 End 2 Along 03 t 0.6110 . - - - - -End ------"--------- I! 0.6110 -
'I ~-----~--<t __+ + [ ------::..
} 0.6100 --- ~ _.,. I o.61oo ______ -..- 'IF -.. *
*0.6:100r=+~
I !1 0.6080 ~
-----+----- ---------
----- -- I o.Go9o t=====~=======~
o.r;ooo r----------------
~ - ~ .I 1 0.6060 --- '!:----- + +.
I t I 0.6060 4 ' 0 - - - , - - - - - - . , . , - - - - - - - - : II o.soso *r
~ t-
.... ( 0.5040 +-~..----------.--------,--
I ~ lv=-o.oooSx->-o.s1Dzl lj 1 lv=o.oo2x+o.so6zl i 0*6070 ~ Jy-8&05x+0.6088J 1 0.6040 +~---~---.----~---~---. 0.6020 ~ 0.6060 ~f---~----,----~===:;:::==---. I o.oo o.so ~oo ~o 2.0o 2.so 0.00 050 1.00 150 2.00 250 1 0.00 o.so ~oo 150 2.00 250 I Prepared by/Date: Mike Hami!torr IYJ/iill 1/-cz_/ Checkedby/Oate:; /V'\f'r;!:: L-';f--l:f ftr
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tes.ted by J. Daily J'J3 111 /ttl Project No. 6468-13-1072 Date 12/18/2013 Boring No. MP-201 Reviewed by Ml>r-c Run No. N/A Date 1~ 'ii-IY Sample No. L2-14-BCH Unit Weight (g/cm 11 3) 2.694 Sample Depth (ft) 186.2-186.6 Unit Weight (lbs/ft11 3) -~l00,J)W* Mass (g) 975.81 Temp. °F/"C 74.0/ 23.3 Moisture Con d. Laboratory Air Dry Specific Gravity 2.70 Equipment ID No. I Calibration Due Equipment ID No./ Calibration Due Support Surface CLT-0623/5/23/2014 *Parallel Bars CLT-0626/5/20/2014 V-Block CLT-0625/5/20/2014 Scale CLT-0370/9/18/2014 Displacement Gage CLT-0721/6/17/2014 Steel Rule CLT-0556/9/10/2014 Feeler Gage Set CLT-0557I 911712014 Square CLT-06221 512012014 Calipers CLT-0260/5121/2014 Length/Diameter Ratio (ASTM 04543-08, Sections 7.2 and 10): Check that LAvG I DAvG =2.0 to 2.5 End 1 L1 (in) 4.93 L2 (in) 4.93 L3 (in) 4.93
~(in) 4.94 LAVG (in) 4.93 D1 (in) 2.39 D 2 (in) 2.39 DAvG (in) 2.39 2
Area (in ) 4.49 3 Volume (in ) 22.1 LAvGIDAvG 2.1 End 2 PASS or FAIL PASS L2-14-B,C,H AS Dimlog Rock Cores_RO plane comparison 51 temp and density.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-140 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR~33) I Project Name I Clinch River SMR 13orlng No. MP-201 I Project No. I 6468-13-1072 Sample No. L2-14-BCH Sample Depth (ft) 186.2-186.6 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): Checl< that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0300 FAIL Section 9.3.2, Procedure P2 (RMC 3-27-2012) Perpendicularity (ASTM 04543*08, Seetion 9.:5.1. Proeed~o~re P1l: Check that Max Gap I LAvG is less than or equal to 1/230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0370 0.0250 Max Gap I LAvG 0.0075 FAIL L2-14*B,C,H AS Dim Log Rock Cores_RO plane comparison 51 temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-141 of 598
ame Dimension log for Intact Reel< Cores ASTM 04543-08 (with deviations per SDDR-33} I Project Name I Clinch River SMR Boring No. MP-201 I Project No. I 6468*13-1072 Sample No. L2*14-BCH Sample Depth (ft) 186.2-186.6 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2, Procedure FP2l: Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines Is no more than 0.25', Distance (In) End 1 Along 0 1 End 1 Along 0 2 End 1 Along 0 3 o.oo 0.2808 0.2743 0.2664 0.24 0.2833 0.2772 0.2741 0.48 0.2837 0.2791 0.2778 0.72 0.2814 0.2803 0.2815 0.96 0.2835 0.2826 0.2817 1.20 0.2811 0.2820 0.2816 1.44 0.2830 0.2859 0.2849 1.68 0.2830 0.2862 0.2849 1.92 0.2828 0.2865 0.2855 2.16 0.2828 0.2871 0.2863 Distance (In) End 2 Along 0 1 End 2 Along D2 End 2 Along 0 3 0.00 0.2838 0.2726 0.2789 0.24 0.2838 0.2753 0.2795 0.48 0.2844 0.2777 0.2807 0.72 0.2844 0.2797 0.2826 0.96 0.2844 0.2800 0.2832 1.20 0.2833 0.2812 0.2830 1.44 0.2829 0.2838 0.2829
. 1.68 0.2833 0.2849 0.2834 1.92 0.2829 0.2864 0.2838 2.16 0,2812 0.2889 0.2850 01 Dz Ds Maximum departure from best-fit straight line (In) 0.001 0.002 0.006 PASS or FAIL PASS FAIL FAIL L2*14-B,C,H AS Dim Log Rock Cores_,RO plane comparison Sl temp and denslty,xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-142 of 598
"'C(") ~= t1) ~ G):; a,:;o ~ ;::* ""'tl) w"" 0 c -Ill enS" Project Name Clinch River SMR *soringNo. MP-20:1 ~:;o t1) Project No. 6468-13-1072 Sample No. 12-14-BCH
"'C 0 Sample Depth (ft) 186.2-186.6
~
r-
~ l1 1
- , End 1 Along 01 End 1 Along 02 j o~5o End 1 Along 03 O~SOT--------------~--
o2845 " 1
""'(") o2840 * ------ 1 l 0~00 1--------------------------~---
- o 1 02835
I ,.. __ +_ - - ----- i 1; 02850 -r-------------------=~~~:;jE:::~---
"P
.... , 0.2830 ~-- 1 02800 1
102825 ; 1 jo282o': _ 1 0.2wu ~--- ** -~ 0.2750 1
....~ I 02815 E --- ---------- I
- 1 -~:&§ ---:-----
. o.27so .~-'"-==-----------.=======.,.---
"' 02810 ;;.---- "' l 0.2700 I 1 Iy = O.Od59x + 0.2758j 02805 t , _lv-o.ooosx+0.2822h l o265o I I 1 o.27oo
- 1 0.00 0.50 1..00 1.50 2.00 2.50 l 1 o.oo o.so 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 I
- End 2 Along 01 End 2 Along 02 End 2 Along._0_3c:..._________
02860 O~SOT----------------~~------------- 02880 02850 ~----- - 02840 0.2830
~+
~ --- - ~ *--*---- - ---
+ --- 102850 O~OOE ~~ --~ .
02820 ~ ---------- . ~
- ~::-~r=:-~;r--=~~
0.2820~~- 0.28~0 ~ - - - - -.. 02800 ~--:- __ ------- I I 1 ~ lv--o.oolx+02846j I:~:: ;:~_0069X+0.2736j 4-- -y=0.0025x+02796 ,
'0.2000+:--~==r=====~~--~------~-----. [ 0.2700 0.2780 : l
! 0.00 0.50 1..00 1.50 2.00 2.50 ! 0.00 0.50 1.00 1.50 2.00 2.50 ~ ~ ~ ~ ~ 2.501 Prepared by/Date: Joey Daily @Ji/(j/Jtt
~-t-Checked by/Date: MA-c 1- ~-/if
ame Dimension Log for Intact Rocl< Cores ASTM 04543-08 (with deviations per SDDR-33} Project Name Clinch River SMR Tested by J. Dally PJJ 11~ }til Project No. 6468-13-1072 Date 1211612013 Boring No. MP-201 Reviewed by ~ Run No. NIA Date 1-~-(4 Sample No. L2-15-BG Unit Weight (g/cmA3) 2.653 Sample Depth (ft) 268.8-269.5 Unit Weight (lbs/ftA3) ~~llo~ .PJ~ Mass (g) 1021.54 Temp. °F/ 'C 73.11 22.8 Moisture Cond. Laboratory Air Dry Specific Gravity 2.66 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-062315123/2014 Parallel Bars CLT-06261 512012014 V-Biock CLT -0625/5/2012014 Scale CLT-0370/ 9/18/2014 Displacement Gage CLT-07211 6/1712014 Steel Rule CLT-0556/ 911012014 Feeler Gage Set CLT-0557I 911712014 Square CLT-0622/ 5/20/2014 Calipers CLT-02601 512112014 Length/Diameter Ratio (ASTM 04543*08, Sections 7.2 and 10): Check that LAvG I DAVG "'2.0 to 2.5 5.22 End 1 L1 (In) L2 (in) 5.23 L9 (in) 5.24 L4 (in) 5.24 LAVG (in) 5.23 D1 (in) 2.39 D2 (in) 2.39 DAVG (in) 2.39 Area'(ln 2) 4.49 3 Volume (in ) 23.5 LAvGIDAvG 2.2 End 2 PASS or FAIL PASS L2*15*B,G AS Dim Log Rock Cores_RO plane comparison Sl temp and density.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-144 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-201 I Project No. J 6468-13-1072 Sample No. L2-15-BG Sample Depth (ft) 268.8-269.5 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure Sll:
*Check that the maximum gap between specimen and flat surface does not exceed 0.020 in.
Max Gap (in) 0.0370 FAIL Section 9.3.2, Procedure P2 (RMC 3-27-2012) Perpendicularity (ASTM 04543-08, !iectloA 9.2.1, Procedure e11: Check that Max Gap I LAvG Is less than or equal to 11230 = 0.0043. At End 1 At End 2 Maximum Gap (in) 0.0640 0.0410 Max Gap I LAvG 0.0122 FAIL L2-15-B,G AS DimLog Rock Cores_RO plane comparison 51 temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-145 of 598
ame Dimension Log for Intact Rocl< Cores ASTM 04543~08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-201 I Project No. I 6468-13-1072 Sample No. L2-15-BG Sample Depth (ft} 268.8-269.5 End Flatness & Parallelism Tolerance (ASTM 04543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.0011n. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance (in} End 1 Along 0 1 End 1 Along D2 End 1 Along 0 3 0.00 0.1598 0.1667 0.1660 0.24 . 0.1621 0.1667 0.1661 0.48 0.1643 0.1675 0.1669 0.72 0.1658 0.1675 0.1669 0.96 0.1668 0.1675 0.1667 1.20 0,1683 0.1687 0.1684 1.44 0.1695 0.1707 0.1705 1.68 0.1705 0.1707 0.1705 1.92 0.1716 0.1708 0.1723 2,16 0.1728 0.1711 0.1714 Distance (In} End 2 Along D1 End 2 Along 0 2 End 2 Along D3 o.oo 0.1633 0.1643 0.1619 0.24 0.1646 0.1643 0.1619 0.48 0.1659 0.1656 0.1626 0,72 0.1667 0.1656 0.1633 0.96 0.1669 0.1656 0.1642 1.20 0.1674 0.1656 0.1651 1.44 0.1681 0.1658 0.1659 1.68 0.1684 0.1667 0.1671 1.92 0.1687 0.1671 0.1680 2.16 0.1692 0.1678 0.1690 01 D2 Oa Maximum departure from best-fit straight line (in) 0,001 0.001 0.001 PASS or FAIL PASS PASS PASS L2-15-B,G AS Dlml.og Rock Cores_RO plane comparison Sl temp and density,xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-146 of 598
"'C(") ~= t1) ~ G):; a,:;o ~ ;::* ""'tl) 0 c -Ill enS" ame Project Name Oinch RiverSMR Boring No. MP-201 ~:;o Project No.* 6468-13-1072 Sample No. U-15-BG t1)
"'C Sample Depth (ft) 268.8-269.5 0
~
~ 1 End 1 Along D1 End 1 Along 02 End 1 Along 03
- 1 0.1740 .---------=::.__ _ _ _ __
' 0.1800 ""----------"-------~~--
""'(") ' ,.
- o i 01750 +;
- ----------------::;---- 0.1720 - --
"P
.... 10::700 ~~:~ 0.1700 - - - --
0.1680 -- 0.1650 ~ ... : - - - - - - 0.1680 [ -- -A
- oe;.
,...........=-
A-
*- ~--
/--::¢
~
....~ 0.1660 --;~-*
0.1600 !:::----- . 0.1660 -- --
=t _
0 1640
" T----- ly=0.003lx+0.1652J 0.1550 ~ Jy-O.OOS7x+0.161h o.1640 r 1v o.oo24x + 0.1662 f 0.1620 '
I o.oo o.so 1.oo 1.so 2.oo 2.so 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.SC I End *2 Along 01 0.1650 End 2 Along 02 o.112o End 2 Along 03 0.1720 '
-~ 0.1700 c -
0.1700-,: - ~ 0.1680 lI 0.1680 ~ . ~-~
~ o.157o t-------~,......=-='---"""',.A>=---
II ---- - I 0.1680~ ~~ , 0.1660 0.1660 ~L --~c:;---
~ .-r--*- ------ . 0.1640 ~ -~ - - - - -
0.1660 ~----- 1 0.1650 t---~-=~--~=-~~-------- 0.1620 " - - __ ,__..,'-'-:..:-::..__ _ _ _ _ _ _ _ _ _ _ _ __ 1 O-J.640 ~ _ --- . 1 o.164o ~....:!:-=__,~:...._-----,.-----...-- 0.1600 1'---- f- lv=0.0025x+0.1642j E !v=0.0035x+0.16111
.J:*
0.1620 ---....;.----,.---~~~~~==;;....-.. 0.1630 0.1580 ' : . 0.00 0.50 1.00 1.50 2.00 2.SC ! 0.00 0.50 1.00 1.50 2.00 2.50 ' 0.00 0.50 1.00 1.50 2.00 2.50 Prepared by/Date: Joey Daily Jfh~itt Checkedby/Date: ~ 1-%-t!./
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J,Daily {}j:)JIIIIIt/ Project No, 6468-13-1072 Date 12/12/2013 Boring No. MP-201 Reviewed by M~ Run No. N/A Date 1--'f>..-\li Sample No. L2-16-BH . Unit Weight {g/cmA3) 2.770 Sample Depth (ft) 338.3-339,7 Unit Weight {lbs/ftA3) 4,7.2-8, n~~ o; Mass (g) 1075.63 Temp. °F/ 'C 73.21 22.9 Moisture Cond. Laboratory Air Dry Specific Gravity 2.78 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-0623/5/23/2014 Parallel Bars CLT-0626/ 5/20/2014 V-Biock CLT -0625/5/20/2014 Scale CLT-0370/ 9/18/2014 Displacement Gage CLT-0721/ 6/17/2014 Steel Rule CLT-0556/ 9/10/2014 Feeler Gage Set
- CLT-0557/ 9/17/2014 Square CLT-0622/ 5/20/2014 Calipers CLT-0260/ 5/21/2014 Length/Diameter Ratio (ASTM 04543*08, Sections 7.2 and 10):
Check that LAvG I DAvG =2.0 to 2.5 End 1 L1 (In) 5.24 L2 (in) 5.23 L3 (in) 5;24 L4 (in) 5.25 LAvG (In) 5.24 D1 (in) 2.40 D2 (In) 2.40 DAvG (in) 2.40 4.52 23.7 2.2 End 2 PASS or FAIL PASS L2-16-B,H DlmLog Rock Cores_RO plane comparison Sl temp and denslty,xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-148 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-201 I Project No. I 6468-13-1072 Sample No. L2-16-BH Sample Depth (ft) 338.H39.7 Side Straightness (ASTM 04543-08, Section 9.1.1, Procgdure Sl): Check that the maximum gap between specimen and flat surface does not exceed 0.020 ln. Max Gap (in) 0.0100 PASS Section 9,3.2, Procedure P2 (RMC 3-27-2012) Perpendlcularitv (ASTM 04543*08, Section 9,lU, Procedure P~): Check that Max Gap I LAvG Is less than or equal to 11230 = 0.0043. At End 1 At End 2 Maximum Gap (in) 0.0260 0.0140 Max Gap I LAvG 0.0050 FAIL L2-16-B,H Dim Log Rock Cores_RO plane comparison 51 temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-149 of 598
ame Dimension Log for Intact Rocl< Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-201 I Project No. I 6468-13-1072 Sample No. L2-16-BH Sample Depth (ft) 338,3-339.7 End Flatness & Parallelism Tolerance {ASTM 04543*08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.2s*, Distance (in) End 1 Along D1 End 1 Along 0 2 End 1 Along D3 o.oo 0.3888 0.3789 0.3850 0.24 0.3888. 0.3804 0.3858 0.48 0.3888 0.3825 0.3873 0.72 0.3886 0.3841 0.3888 0.96 0.3882 0.3870 0.3894 1.2.0 0.3875 0.3878 0.3894 1.44 0.3870 0.3902 0.3907 1.68 0.3866 0.3903 0.3916 1.92 0.3851 0.3930 0.3921 2.16 0.3843 0.3963 0.3921 Distance (in) End 2 Along D1 End 2 Along 0 2 End 2 Along D3 0.00 0.3921 0.3797 0.3853 0.24 0.3922 0.3799 0.3861 0.48 0.3922 0.3820 0.3872 0.72 0,3922 0.3844 0.3880 0.96 0.3921 0.3862 0.3887 1.20 0.3901 0.3880 0.3890 1.44 0.3900 0.3893 0.3899 1.68 0.3900 0.3906 0.3901 1.92 0.3895 0.3924 0.3901 2.16 0.3894 \ 0.3926 0.3901 01 02 Dg Maximum departure from best-fit straight line (In) 0.001 0.001 0.001 PASS or FAIL PASS PASS PASS L2-16-B,H DlmLog Rock Cores_RO plane comparison 51 temp and denslty.xfsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-150 of 598
"'C(") ~= t1) ~ G):; a,:;o ~ ;::* cntl) 0 c -Ill enS" Project Name Clinch River SMR Boring No. M?-201 ~:;o Project No. 6468-13-1072 Sample No. !2-16-BH t1)
"'C Sample Depth {ft) 338.3-339.7 0
~
l ------- '
~ End 1 Along 03
- I End 1 Along 01 I I 0.3920 _ l 03960 -,:-----------=---------
""'(") =~d1MongD2
- o 03900 ~-- l 0.3940 - ----
"P 0.3920 --- ~
.... 0.3900 ----~---
........ o= ~~ L_-=:=~----- I ::(;;~~ --*-~----
....~ 0.3880 ~ --
1: : E 0.3800 -- --
-------=6 o.385o --;_ ------ I I
£"--~lv=-=4=o~o=2~==+=o*=~=9~61~--~----~~-----. 0.3750 f-- - r;-o.0075x+0.3788[ 0.3840 - - y =0.0034X + 0.385~
lj0.3820 .j: l 0.00 050 1.00 150 2.00 2.50 0.00 050 1.00 150 2.00 2.50 ~ ~ ~ ~ ~ ~I l _ _ _____E_n_d_2_A_I_on~g~0_1 End 2 Along 02 o.3940 ; End 2 Along D3 0.3940 '1:" 0.4000 - . - - - - - - - - - - " ' - - - - - - - - - 0.3930 ; - - - - 0.3950 -- 0.3920 ~ --- 03920~~ 0.3900 - - - - 0.3900 ~ -~=~
~~:~~ r~~ 0.3850 - 0.3880 t:::=--~ ~-=-=-=-
03890 " - -~-- 0.3860 0.3880 "
~ Jy;-0.0016x+0.3927J I
0.3800 0.3750-- Jy-o.oo66x+03793J
~~----------r~~~~~~,-
~---- Jy;0.0023x+038591 0.3870 , *
- 1 1 0.3~ i:------r------.----~======~==~_,
0.00 * - 0.00 050 1.00 150 2.00 2.50 0.00 050 1.00 1.50 2.00 2.50 ' 050 1.00 1.50 2.00 2.50 I Prepared by/Date: Joey Daily JV4() 1/f!Hi.f Checked by/Date: ~ t- ff-/ Lf
ame Dimension Log for Intact Rod< Cores I Page 1.of3 ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Daily ,/Jj tfq/111 Project No, 6468-13-1072 Date 1/7/2014 Boring No. MP-201 Reviewed by /[;f. Run No. N/A Date [... 9-14 9 Sample No. L2-17-BCG Unit Weight (g/cm ) 2.812 Sample Depth (ft) 366.4- 367.5 Unit Weight (lbs/ft 3
) ~ [1(/; fl8lv Mass (g) 1165.81 Temp. (°F I *q 70.2 I 21.2 Moisture Cond. Laboratory Air Dry Specific Gravity 2.82 Equipment ID No. I Calibration Due Equipment 10 No. I Calibration Due Support Surface CLT-0623/5/23/2014 Parallel Bars CLT-0626/ 5/20/2014 V-B lock CLT-0625/5/2012014 Scale CLT-0370/ 9/18/2014 Displacement Gage CLT-0721/ 6/17/2014 Steel Rule CLT-0556/ 9/10/2014 Feeler Gage Set CLT-0557/ 9/17/2014 Square CLT-0622/ 5/20/2014 Calipers CLT-0260/ 5/2112014 Length/Diameter Ratio (ASTM 04543*08, Sections 7.2 and 10):
Check that LAvG I DAvG" 2.0 to 2.5 5,68 End 1 L1 (in) L2 (in) 5.69 Ls {in) 5.69 L4 (In) 5.68 LAvG (In) 5.69 D1 (In) 2.38 D2 (in) 2.38 L~ DAvG (In) 2.38 Area (in 2
) 4.45 I Volume (in 3
) 25.3 I
- ~)---
/ ......._,
lAvGIDAVG 2.4 PASS or FAIL PASS End 2 I I ----- L2-17-BCG DimLogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-152 of 598
ame Dimension Log for Intact Rock Cores Page 2 of 3 ASTM 04543"08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP*201 I Project No. I 6468*13-1072 Sample No. L2-17-BCG Sample Depth (ft) 366.4 - 367.5 Side Straightness (ASTM 04543*08, Section 9,1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (In) 0.0200 PASS Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2):
=
Check that Max Gap I LAvG is less than or equal to 1/230 0.0043. At End 1 At End 2 Maximum Gap (in) 0.0220 0.0120 Max Gap I LAvG
- 0.0039 PASS L2*17-BCG DimLogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-153 of 598
ame Dimension Log for Intact Rock Cores Page 3 of 3 ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-201 I Project No. I 6468-13-1072 sample No. L2-17-BCG Sample Depth (ft) 366.4 "367.5 End Flatness & Parallelism Tolerance (ASTM 04543*08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001ln. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.2s*. Distance (in) End 1 Along 0 1 End 1 Along 0 2 End 1 Along 0 3 o.oo 0.4035 0.4108 0.4034 0.24 0.4076 0.4108. 0.4077 0.48 0.4098 0.4123 0.4099 0.72 0.4130 0.4141 0.4125 0.96 0.4149 0.4154 0.4143 1.20 0.4163 0.4160 0.4161 1.44 0.4167 0.4160 0.4172 1.68 0.4185 0.4157 0.4177 1.92 0.4193 0.4139 0.4178 2.16 0.4201 0.4112 0.4171 Distance (in) End 2 Along D1 End 2 Along 0 2 End 2 Along D3 0.00 0.4060 0.4098 0.4053 0.24 0.4076 0.4118 0.4069 0.48 0.4100 0.4130 0.4097 0.72 0.4113 0.4138 0.4126 0.96 0.4130 0.4151 0.4142 1.20 0.4161 0.4162 0.4165 1.44 0.4176 0.4162 0.4185 1.68 0.4184 0.4169 0.4202 1.92 0.4200 0.4174 0.4208 2.16 0.4189 0.4178 0.4208 Dl Dz Ds Maximum departure from best-fit straight line (in) 0.003 0.004 0.003 PASS or FAIL FAIL FAIL FAIL L2-17-BCG DlmlogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-154 of 598
"'C(") ~= t1) ~ G):; a,:;o ~ ;::* entl) en"" 0 c -Ill enS" Clinch River SMR Boring No~ MP-201 ~:;o t1) 6468-13-1072 Sample No. 12-17-BCG
"'C 0 Sample Depth (ft) 366.4-367.5
~
~
- I End 1 Along 01 End 1 Along 02 End 1 Along 03
' 0.4250 ,,_,-----------:::c___ 0.4170 0.4250 ,.----------='-------
""'(")
- o 10.4200~ ~A 0.4200 ~--
"P !1>-- - - +
.... 0.4150 +------~---,..-_oc-=*~:;.:::~~-::;..c-::.:__-
l 0.4150 c~~- b;
~ ---~
t0-4100 ~- 0.4100 t--- ---- -
....~
1 0.4050 l;t;~?Bf o.412o E_____'!:: ---- 0.4050 i.-:...----------;::=====:::::;------
"' ""'""----------;:::=====::::::;---- o.411o 4 "¢1' .,.
jy=0.0063x+0.40661
+c<_ _ _ ~---~~~y~==O~.o~o~~~x~+=0~.4~0~61~j~---, 0.4100 F Jy-~.0012x+0.4123j 0.4000 -i- 0.4000 - '
!l 1 1 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.SQ 0.00 0.50 1.00- 1.50 2.00 2.50 1
i End 2 Along 01 2 Along 02 End 2 Along 03 I o.425o , 0.4220 T. - - - -End -- -=------- 0.4250 t -- I t 2 o.42oo -Ec,-------------------::,......-- I o.42oo ~ ~~:~ 0.4200 ~ ~=~ o.41so:: ~-~ I' -~-~ i 0.4150 ~~ ---------- ---- 0.4160 ~=--=- 0.4150 ~~ -- -=--=~-=--- c ---~ --- 1 0.4100 1-----:::- -:--- - 0.4100< -- --~ ---------- 0.4140 " ~ --- - t 0.4050 '~
!'::...-_-______ 0.4120 1:
0.4050-~~ 04100 "----
~ Jy=0.0067x+0.4066j - f Jy=o.oo35x+o.4ul f 0.4000 : . ' 0.4080 ' ' 0.4000 +'~-------~lv===0=.0=0=7~~+=Q=40=6=1~1--
I 1 o.oo a.so 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 ~ ~ ~ -~ ~ ~~ Prepared by/Date: Joey Daily ffi ;JI!/fl{ Checked by/Date: /, ;;/? I- '1- I4-
ame Dimension Log for Intact Rocl< Cores ASTM 04543-08 (with deviations per SDDR-33} Project Name Clinch River SMR Tested by J. Daily Project No. 6468-13-1072 Date 11/12/2013 Boring No. MP-202 Reviewed by {'{\Pre Run No. N/A Date 1-lf ... t't Sample No, L1-16-BG Unit Weight (g/cmA3) 2.692 Sample Depth (ft) 31.6-32.6 Unit Weight (lbs/ftAS) 1~ Lt;..9 fJ':Jl>IL~/14-Mass (g) 1107.37 Temp. °F/ 'C 71.01 21.7 Moisture Cond. Laboratory Air Dry Specific Gravity 2.70 Equipment ID No. I Calibration Due Equipment iD No. I Calibration Due Support surface CLT -0623/5/23/2014 Parallel Bars ' CLT-0626/ 5/20/2014 V-Biock CLT-0625/5/20/2014 Scale CLT-0370/ 9/18/2014 Displacement Gage CLT-0721/ 6/17/2014 Steel Rule CLT-0556/ 9/10/2014 Feeler Gage Set CLT-0557 / 9/17/2014 Square CLT-0622/ 5/20/2014 Calipers CLT-0260/ 5/21/2014 Length/Diameter Ratio (ASTM D4543*08, Sections 7,2 and 10): Check that LAvG I DAvG"' 2.0 to 2.5 L1 (in) 5.56 End 1 L2 (in) 5.56 L3 (in) 5.56 L4 (In) 5.53 LAVG (in) 5.55 D1 (In) 2.40 D2 (In) 2.39 DAVG (In) 2.40 2 Area (fn ) 4.52 3 Volume (ln ) 25.1 LAvG/DAvG 2.3 End 2 PASS or FAIL PASS L1-16 Dim Log Rock Cores_RO plane comparison Sl temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-156 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR *Boring No. MP-202 I Project No. I 6468-13-1072 Sample No. Ll-16-BG Sample Depth (ft) 31.6-32.6 Side Straightness {ASTM 04543-08, Section 9.1.1, Procedure 51): Checl< that the maximum gap between specimen and flat surface does not exceed 0.020 ln. Max Gap (in) 0.0090 PASS Section 9.3.2, Procedure P2 (RMC 3-27-2012) Perpendicularity (ASTM 04543*08, Section 9,3,1, Procedure P1): Checl< that Max Gap I LAvG is less than or equal to 11230 = 0.0043. At End 1 At End 2 Maximum Gap (In) 0.0580 0.0580 Max Gap I LAvG 0.0105 FAIL Ll-16 Dim Log Rock Cores_RO plane comparison 51 temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-157 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-202 I Project No. I 6468-13-1072 Sample No. L1-16-BG Sample Depth (ft) 31.6-32.6 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2. Procedure FP2): Check that flatness does not depart from best*fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25': Distance (in) End 1 Along D1 End 1 Along 0 2 End 1 Along b 3 0.00 0.2573 0.2613 0.2577 0.24 0.2575 0.2626 0.2594 0.48 0.2583 0.2628 0.2602 0.72 0.2583 0.2628 0.2602 0.96 0.2588 0.2620 0.2603 1.20 0.2597 0.2599 0.2604 1.44 0.2597 0.2551 0.2574 1.68 0.2599 0.2491 0.2541 1.92 0.2606 0.2446 0.2502 2.16 0.2619 0.2382 0.2475 Distance (In) End 2 Along 0 1 End 2 Along D2 End 2 Along 0 3 o.oo 0.2447 0.2565 0.2474 0.24 0.2497 0.2580 0.25.17 0.48 0.2540 0.2592 0.2579 0,72 0.2576 0.2598 0.2588 0.96 0.2576 0.2581 0.2597 1.20 0.2572 0.2576 0.2575 1.44 0.2581 0.2555 0.2564 1.68 0.2592 0.2524 0.2547 1.92 0.2610 0.2504 0.2545 2.16 0.2608 0.2476 0.2537 01 02 Os Maximum departure from best-fit straight line (in) 0.004 0.006 0.006 PASS or FAIL FAIL FAIL FAIL Ll-16 DimLog Rock Cores_RO plane comparison Sl temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-158 of 598
"'C(") ~= t1) ~ G):; a,:;o ~ ;::* cntl) <D"" 0 c -Ill enS" Project Name Clinch River SMR Boring No. MP-202 ~:;o Project No. 6468-13-1.072 Sample No. Lbl6-BG t1)
"'C Sample Depth (ft) 3J..6-32.6 0
~-
~ [ _ _ End 1 Along 01 End 1 Along 02 End 1 Along 03
- 0 2530
""'(") i 0.252o -""----------------=~~
I 1 ---
- o "P i ~~
- : F --- ------ ? :
.... ::FF=~!-
........ lt~=~~~-- l --~
....~ 0.2570 = - ---- 0.2500 ~ -----;===
0.2560 ~--- [y-0.0019x+0.25711--
"' o.2400 h v - o.o1oax ... o.2675[ +
I o.255o -to~---~-----,-------~--....., 0.2350
- 0.2450 -!
r1~--=lv===-O~-=o=o4=9=x=+=0=.2~621~1~---.-------r~*----- I 0.00 0.50 LOO 1.50 200 2-50 0.00 0.50 1.00 LSD 2-00 2.50 0.00 0.50 1.00 LSO 2.00 2.50 II End 2 Along 01 ~ o.26so End 2 Along 02 ~- j End 2 Along 03 0.2650 c -- 02650 1 1 0.2600 l 0.2600 t + t * - -- * =i"--------
- !~ 1I! 0.2550 r -_-=--= .......:::"""::'-;:-:::-~---
-- __ 0.2550 [::::: -- ::_ - - .. ... -
0.2500f-~ II ;--..-- + IPQOo63X+0.24911 0.2500 r--- 0.2450~--------------~==========~--- ! 1 o.2soo i~-~------------r============~-- 1 ~ h=0.0013x+0.25381 I o ~ Iv- -a.oo45x + o.25o4l 0.2400 -f~'-------,---------.,,..------.,------~----, 2450
- i o.z4so : 1 0.00 0.50 J..OO LSO 2-00 2-50 I ' 0.00 0.50 1.00 LSO 2-00 2-50 I 0.00 0.50 1.00 1.50 2.00 2.50 j Prepared by/Date:* Joey Daily M l)i'//Lj Checked by/Date: tlllk- \ -¥-fl.j
Dimension Log for Intact Rocl< Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Dally Project No. 6468-13-1072 Date 1111412013 Boring No. MP-202 Reviewed by JV'\~ Run No. ----..---- Date I ,~*(!of Sample No. L1-17-BCH Unit Weight (g/cmA3) 2.696 11 Sample Depth (ft) 58.Q-58.6 Unit Weight (lbs/ftA3) 4&8-:3- Lb~ )b.U Mass (g) 1064.62 Temp. °F/ 'C 71.3 I 21.8 Moisture Cond. Laboratory Air Dry Specific Gravity 2.70 Equipment ID No, I Calibration Due Equipment ID No. I Calibration Due Support surface CLT-0623/512312014 Parallel Bars CLT-06261 5l2dl2014 V-Biock CLT-06251512012014 Scale CLT-0370/9/18/2014 Displacement Gage CLT-07211 6117/2014 Steel Rule CLT-05561 911012014 Feeler Gage Set CLT-0557I 911712014 Square CLT-06221 512012014 Calipers CLT-02601 512112014 length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 101: Check that LAva I DAvG =2.0 to 2.5 L1 (in) 5.35 End 1 L2 (in) 5.36 L3 (In) 5.35 L4 (In) 5.37 LAVG (in) 5.36 D1 (in) 2.39 D2 (in) 2.39 DAVG (in) 2.39 4.49 I 24.1 I
- -)--."
2.2 I End 2 PASS or FAIL PASS L1-17-B,C,H AS Dim Log Rock Cores_RO plane comparison Sl temp.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-160 of 598
ame Dimension log for Intact Rocl< Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-202 I Project No. I 6468-13-1072 Sample No, Ll-17-BCH Sample Depth (ft) 58.0-58.6 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0080 PASS Section 9.3.2, Procedure P2 (RMC 3~27*2012) Perpendicularity (ASTM 04543*08, Sectlel'l 9.S.1, Precedlolre P1): Check that Max Gap I LAvG is less than or equal to 11230 = 0.0043. At End 1 At End 2 Maximum Gap (in) 0.0370 0.0120 Max Gap I LAvG 0.0069 FAIL Ll-17-B,C,H AS DlmLog Rock Cores~RO plane comparison Sl temp.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-161 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-202 I Project No. I 6468*13-1072 Sample No. Ll-17-BCH Sample Depth (ft) 58.0-58.6 End Flatness & Parallelism Tolerance (ASTM 04543-08, Section 9.2.2, Procedure FP2): Checl< that flatness does not depart from best-fit straight line by more than 0.001 In. Checl< that maximum angular difference between opposing best-fit straight lines Is no more than 0.25'. Distance (In) End 1 Along 0 1 End 1 Along D2 End 1 Along 0 3 0.00 0.1910 0.1978 0.1967 0.24 0,1926 0,1981 -0.1973 0.48 0.1959 0.1984 0.1986 0.72 0.1983 0.1994 0.1996 0.96 0.1997 0.2002 0.2014 1.20 0.2012 0.2009 0.2015 1.44 0.2013 0.2011 0.2015 1.68 0.2020 0.2030 0.2033 1.92 0.2024 0.2051 0.2043 2.16 0.2030 0.2051 0.2043 Distance (in) End 2 Along D1 End 2 Along 0 2 End 2 Along 0 3 o.oo 0.1911 0.1915 0,1914 0.24 0.1920 0.1917 0.1916 0.48 0,1940 0.1942 0.1930 0.72 0.1947 0.1956 0.1945 0.96 0.1964 0.1972 0.1954 1.20 0.1985 0.1987 0.1984 1.44 0.1993 0.2007 0.2011 1.68 0.2001 0.2023 0.2028 1.92 0.2024 0.2042 0.2046 2.16 0.2030 0.2047 0.2047 01 02 Da Maximum departure from best-fit straight line (In) 0.002 0.001 0.001 PASS or FAIL FAIL PASS PASS Maximum angular dlff. between opposing best-fit lines (deg) L1*17*B,C,H AS Dim Log Rock Cores_RO plane comparison 51 temp.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-162 of 598
"'C(") ~= t1) ~ G):; a,:;o ~ ;::* "'tl) w"" 0 c -Ill enS" Project Name Clinch RiverSMR Boring No. MP-202 ~:;o Project No. 6468-13-1072 Sample No. Ll-17-BCH t1)
"'C Sample Depth {ft) 58.0-58.6 0
~
~ End 1 Along 01 End 1 Along 02
- 0~00,,--------------~------------- 0.2080 ~
-~--~E~n~d~1~A_I_o~n~g~D~3__________
02000 'F---------------~~-------------
""'(") 0.2060 ,.... _:fo
- o 02060 T - - -;o,
- -__....._
02050 1:------------------------------~~------ ~. 0.2040 ~ - .;::; - 0.2040 F --~-
"P
.... 0.2020 - ----~-----
0.2000 : 02020
........ ~=~--====:;-=. 02000 - ----~--~- 02000-
-~::::-~~-=- -- ~
....~ *o.19ao 0.1950~= ;::..--:::-.-- ~-. 0.1980 0.1960
~==~---
r-=-------------;:==== =:;--- 0.1960
~---
0h3JX+O.l968~ 0.1900 . . - fY=0:0055X+0:19zsJ 0.1940 y 0.0036x + 0.197 L 0.1940 +------~-------,---------,--------------~ 0.00 0.50 1..00 1.50 2.00 2.50 0.00 0.50 1..00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 o21oo r End 2 Along 01 o~oo ~ End 2 Along__ 0_3__________
~
020501 ~-- 0.2050~~ ~, 0.2000 t~ - - ----=---
- 0.2000
- ~~: ~~ f[ ~-~--= --- --~
0.1950~¥~ 0.1950 ~ -=--- ~ 0.1950 ~ -- _...--:_;.----=
~--- 0.1900 :==-=---- -------- 0.1900 ~ Jy=0.0071x+0.191 0.1900 ~- - jYQ(i057X+{ll9l r-- 0.1850 )y- 0.0067x+0.1909J 0.1850 ~'=----,----~-----,.---~--- f , , 0.1850 +-----r----,---~~---r----~
0.00 0.50 1..00 1.50 2.00 2.50 0.00 0.50 1..00 1..50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 Prepared by/Date: Joey Daily tf{fJfd/suf:s Checked by/Date:f11e:. t 2.-2 '-1-o
amec.G Dimension Log for Intact Rock Cores ASTM 04543*08 (with deviations per SDDR-33} Project Name Clinch River SMR Tested by J, Dally Project No, 6468-13-1072 Date 11/15/2013 Boring No. MP-202 Reviewed by NIPr-c-Run No. NA Date I ..-<;? ~14-sample No. L1-20-BG Unit Weight (g/cm"3) 2.706 1/ Sample Depth (ft) 91.7-93.3 Unit Weight (lbs/ft"3) .g,eg.,.e.. tbq !frY.~ /t4-Mass (g) 1077.67 Temp. °F/ 'C no I 22.8 Moisture Cond. Laboratory Air Dry Specific Gravity 2.71 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-0623/5/23/2014 Parallel Bars CLT-0626/ 5/20/2014 V*Biock CLT*0625/5/20/2014 Scale CLT-0370/ 9/18/2014 Displacement Gage CLT-0721/ 6/17/2014 Steel Rule CLT-0556/ 9/10/2014 Feeler Gage Set CLT-0557/9/17/2014 Square CLT-0622/ 5/20/2014 Calipers CLT-0260/ 5/21/2014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAvG I DAvG" 2.0 to 2.5 L1 (In) 5.37 End 1 L2 (in) 5.36 L3 (In) 5.38 L4 (in) 5.37 LAVG (In) 5.37 0 1 (In) 2.40 Dz (in) 2.39 DAVG (in) 2.40 Area (in 2
} 4.52 I Volume (in 3
) 24.3 I
--)-
LAvG/DAvG 2.2 / '-. End 2 I? ASS or FAIL PASS L1-20-B,G AT DlmLog Rock Cores_RO plane comparison Sl temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112. 16 Page G.6-164 of 598
- Dimension log for Intact Rock Cores ASTM 04543*08 (with deviations per SDDR-33)
I Project Name I Clinch River SMR Boring No. MP-202 I Project No. I 6468-13-1072 Sample No, Ll-20-BG Sample Depth (ft) 91.7-93.3 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (In) 0.0050 PASS Section 9,3.2, Procedure P2 (RMC 3-27-2012) Perpendicularity (ASTM 04543*08,-Seetlon 9,3,1, Procedure Pl): Check that Max Gap I LAvG Is less than or equal to 1/230"' 0.0043. At End 1 At End 2 Maximum Gap (in) 0.0050 0.0470 Max Gap I LAvG 0.0088 FAIL Ll-20-B,G AT Dim Log Rock Cores_RO plane comparison Sl temp and dens!ty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-165 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR-33) I Proje{;t Name I Clinch River SMR Boring No. MP-202 I Project No. I 6468-13-1072 Sample No. L1-20-BG Sample Depth (ft) 91.7-93.3 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from be sHit straight line by more than 0.001ln. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along D3 0.00 0.2083 0.2016 0.2010 0.24 0.2092 0.2019 0.2035 0.48 0.2112 0.2047 0.2.047 0.72 0.2120 0.2086 0.2083 0.96 0.2128 0.2113 0.2114 1.20 0.2133 0.2131 0.2135 1.44 0.2142 0.2155 0.2150 1.68 0.2150 0.2184 0.2182 1.92 0.2156 0.2207 0.2196 2.16 0.2159 0.2214 0.2206 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along D3 0.00 0.2089 0.1998 0.2013 0.24 0.2089 0.2027 0.2025 0.48 0.2099 0.2048 0.2052 0.72 0.2111 0.2068 0.2072 0.96 0.2123 0.2095 0,2099 1.20 0.2128 0.2123 0.2123 1.44 0.2139 0.2148 0.2156 1.68 0.2148 0.2172 0.2179 1.92 0.2153 0.2188 0.2202 2,16 0.2159 0.2191 .0.2227 D1 Dz Ds Maximum departure from best-fit straight line {in} 0.001 0.002 0.001 PASS or FAIL PASS FAIL PASS L1-20-B 1 G AT Dim Log Rock Cores_RO plane comparison SJ temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-166 of 598
"'C(") ~= t1) ~ G):; a,:;o ~ ;::* "'tl) 0 c -Ill enS" Project Name Clinch River SMR Boring No. MP-202 ~:;o Project No. 6468-13-1072 Sample No. Ll-20-BG t1)
"'C Sample Depth (ft) 91.7-933 0
~
~ End 1 Along D1 ____E_n_d_1_A_I_o_n~g_D_2_ _ _ __ J End 1 Along D3
- 0.2.2.00 1- 0.2250 -r I 0.2250c-------------------~---------------
I 0.2180 =
""'(") 0.2200 l-------~------------~~~~~---- lo.2200
- o t -- -~~
0.2150 1--------=~~~----- ! 0.2150 --~-- -
"P l
.... ,:::::; ~::-> 0.TIOO L----.,<='~~:__ _ _ _ _ _ __ I, 0.2J.OO - ~:::-:;:--- -
1 0.2220 E ~-~ ---- ,.
........ I , ---<6' --- 0.2050 -
....~ 0.2050 jy = o.molX + o.2o08j ly=0.0096x+0.20121 i! p--::~-
0.2000 I 0.2000 -
"' 1:;:}9--- -- * * . 0.1950 +-------~----~------~-------------- 0.1950 -fl-------------~------~-----.-------~
1 0.2060
- 1 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50
==o=l ; I r-- End 2 Along D1 o.=o End 2 Along D2 I End 2 Along D3 I ::::~ ~ - ----~ 0.2200!~--------------------~~
0.2140 ~~ ---~; u~~ ~~=~!. ~~ 10..2150~~~ 0.2120 ; f ~--
--:A- - ---- -- ~:::: ~-=;;;-~- I0.2100F~~
0.2050 . I 1 0.2100 ~-~---- ~- I 0.2050 ~ - 1 ~--- ~=0.0036x+0.20SS 0.2000 £:= Jy-0.0095x+0.2003j
)f=iOlll3X+OT0041 1 o.2oso ~ I 0.2000 "
1 o.2oso -r~---.----.-----.---.-- 0~950 +------.------,-------.------- ! DJSSO -r:-------.------.-------,-----~------~ o.oo 0.50 1.00 1.50 2.00 2.50 0.00 0.50 :LOO 1.50 2.00 2.50 I 0.00 0.50 :LOO 1.50 2.00 2.50 Prepared by/Date: Joey Dally llu -
@ i2/!;Djt3 Jj Checked by/Date: /l1~ a.. Z 5. t3
( Dimension log for Intact Rocl< Cores ASTM 04543-08 (with deviations per SDDR~33) Project Name Clinch River SMR Tested by J. Dally Project No. 6468-13-1072 Date 11/19/2013 Boring No. MP-202 Reviewed by #lf.rC Run No, N/A Date t-~~(((o Sample No. L1-21-BCG Unit Weight (g/cm"3) 2.672 Sample Depth (ft) 111.7-112.9 Unit Weight (lbs/ft"3) -:1:6&.'8 I c.-, .~=w IJ Mass (g) 941.29 Temp. °F/ *c n.ol 22.2 Moisture Cond. Laboratory Air Dry Specific Gravity 2.68 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-0623/5/23/2014 Parallel Bars CLT-0626/5/20/2014 V-B lock CLT-0625/5/20/2014 Scale CLT-0370/9/18/2014 Displacement Gage CLT-0721/6/17/2014 Steel Rule CLT-0556/9/10/2014 Feeler Gage Set CLT-0557/9/17/2014 Square CLT-0622/5/20/2014 Calipers CLT-0260/5/21/2014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAvG I DAvG = 2.0 to 2.5 L1 {in) 4.75 End 1 l2 (In) 4.75 L3 (In) 4.76 L4 (in) 4.76 LAVG (in) 4.76 0 1 (In) 2.40 D2 (In) 2.40 Lz
. DAvG (In) 2.40 4.52 I 21.5 I
--)-
2.0 / ""'
.End 2 PASS or FAIL PASS L1**21-B,C,G Dlmlog Rock Cores_RO plane comparison Sl temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-168 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Boring No. MP-202 Project No. 6468-13-1072 Sample No. Ll-21-BCG Sample Depth (ft) 111.7-112.9 Side Straightness (ASTM D4543-08, Section 9.1.1. Procedure 51): Checl< that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0030 PASS I Section 9.3.2, Procedure P2 (RMC 3*27-2012) Perpendicularity (ASTM 04543*08, Seetiol'l 9.3.1, Proeedwre Pll: Checi< that Max Gap I LAvG Is less than or equal to 1/230 =0.0043. At End 1 At End 2 I Maximum Gap (in) 0,0070 0.0050 Max Gap I LAVG 0.0015 PASS Ll-21-B,C,G DlmLog Rock Cores_RO plane comparison 51 temp and density.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-169 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 {with deviations per SDDR-33) Project Name Clinch River SMR Boring No. MP-202 Project No. 6468-13-1072 Sample No. L1-21-BCG Sample Depth (ft) 111.7-112.9 End Flatness & Parallelism Tolerance (ASTM 04543*08, Section 9.2.2, Procedure FP2): Checl< that flatness does not depart from best-fit straight line by more than 0.001 in. Checl< that maximum angular difference between opposing best-fit straight lines is no more than 0.2s*. Distance (In) End 1 Along 0 1 End 1 Along D2 End 1 Along 0 3 0.00 0.5371 0.5386 0.5394 0.24 0.5371 0.5386 0,5394 0.48 0.5372 0.5397 0.5394 0.72 0.5373 0.5397 0.5395 0.96 0.5380 0.5397 0,5395 1.20 0.5389 0.5397 0.5393 1.44 0.5392 0.5397 0.5394 1.68 0.5396 0.5402 0.5399 1.92 0.5396 0.5415 0.5399 2.16 0.5396 0.5415 0.5402 Distance (In) End 2 Along 0 1 End 2 Along Dz End 2 Along 0 3 0.00 0.5396 0.5357 0.5380 0.24 0.5399 0.5357 0.5384 0.48 0.5381 0.5357 0.5373 0.72 0.5379 0.5360 0.5373 0.96 0.5374 0.5368 0.5373 1.20 0.5374 0.5370 0.5373 1.44 0.5377 0.5375 0.5379 1.68 0.5378 0.5375 0.5384 1.92 0.5387 0.5375 0.5390 2.16 0.5396 0.5376 0.5404 Dl 02 Da Maximum departure from best-fit straight line (in) 0.001 0.001 0.001 PASS or FAIL PASS PASS PASS I Maximum angular diff. between opposing best-fit lines (degJI 0.10 o.otl 0.03 I PASS or FAIL _IPASS PASS IPASS Ll-21-B,C,G Dim Log Rock Cores_RO plane comparison 51 temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-170 of 598
"'C(") ~= t1) ~ G):; a,:;o ~ ;::* .._.tl) 0 c Project Name Oinch River SMR Boring No- MP-ZDZ -Ill enS" Project No. 6468-13-1072 Sample No. 1..1-Zl-BCG ~:;o Sample Depth [ft) 111.7-112.9 t1)
"'C 0
~ I
'I End 1 Along 01 End 1 Along 02 o.s42o End 1 Along 03
~ 0.5420 1:-----------"-------- 05430 .,----------'=-----,-----
0.5410 ~ ____ . 1 0.5420 f -- - 0.5410 1~:------------------
""'(") ~' + + 0.5400 --:------------ ....
- o 0.5400 ~ -- ~-
- ;.- + j 0.5410 -- ---- 0.5390 "P 0.5390 ~~ - - - - - - - ~-----= -------
-- 0.5380 - --- ---
+
+
0.5380 t" ---
........ 0.5370 " ~ .......:-=---------,.-----..,-- """!;;~~- 0.53~t----------.--------
....~ ! 0.5360 * - - Y- 0.0015x + 0.5368 :~: ~ ~+40Cllx: 0.53861 0.5360 ly-O.OD03X+0.5392f
"' I 0.5350 +~----r----,------,---~--~ 0.5370 -+f----,----..-----.---~--~ 0.53~.~--~----,----.---,-----
L o.oo 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 ~ I I l
'I t End 2 Along 01 End 2 Along 02 j 05410 , End 2 Along 03 I 05400 o.s42o I 0.5400! ________________________.. 1. ~ ~
- +
I=~*
- ~:~.~~---
0.5380 f ---~--~--.--+--~--"! Iy = O.OOllx + 0.53551 t------- lv=o.ooosx+0.53721 0.5360 t~~----------~~--------~ I
.I 0.5360 lv=-0.00~+ 0.5387,1 t I 05340 - f - - - - - , - - - - - , - - - - - , - - - - - - , - I 0.5350 ~ I
~ ~ ~ ~ ~ ~~ 0.00 0.50 1.00 1.50 2.00 2.50 I
I 0.00 050 1.00 1.50 2.00 2.50 I Prepared by/Date: Joey Daily J:ti3fa/!iJjS Checked by/Date: fr\/tC-- tZ~l.-i.f-iJ
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33} Project Name Clinch River SMR Tested by M. Hamilton *'M~ Project No. 6468-13*1072 Date 111412014 Boring No. MP-202 Reviewed by /");/- Run No. NIA Date 1/7..1/llc Sample No. L1-22-BCEG Unit Weight (g/cm 3 ) 2.703 Sample Depth (ft) 148.7" 149.6 Unit Weight (lbs/fe) .;!..{3&.?- !6? jtJ-:Y Mass (g) 624.54 Temp. (°F I oq 72.6 I 22.6 Moisture Cond. Laboratory Air Dry Specific Gravity 2.71 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231 512312014 Parallel Bars CLT-0626/5120/2014 V-Biock CLT-06251 5120/2014 Scale CLT-03701 9/1812014 Displacement Gage CLT-07211 611712014 Steel Rule CLT-05561 9110/2014 Feeler Gage Set CLT-05571 9117/2014 Square CLT -0622/ 5/20/2014 Calipers CLT-02601 512112014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAvG I DAvG =2.0 to 2.5 3.12 End 1 L1 (in) L2 (in) 3.12 L3 (in) 3.12 L4 (in) 3.12 LAVG (in) 3.12 D1 (in) 2.40 D2 (in) 2.39 DAVG (in) 2.40 Area (in 2
) 4.52 I Volume (in 3
) 14.1 I
--)-
LAvGIDAvG 1.3 I End 2 I " PASS or FAIL FAIL I MP-202<t.llrial IPG99trbm8qgef)~WR\W~ 6~P~ 12.16 Page G.S-172 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Boring No. MP-202 Project No. 6468-13-1072 Sample No. L1-22-BCEG Sample Depth (ft) 148.7-149.6 At End 1 Maximum Gap (in) Max Gap I LAvG 0.0000 PASS MP-202d.lmci'l ~ IIDtnaCR9fi&tl~Qt3<Mp;l!Jl112.16 Page G.S-173 of 598
ame Dimension Log for Intact Rocl< Cores ASTM 04543-08 {with deviations per SDDR-33) Project Name Clinch River SMR Boring No. MP-202 Project No. 6468-13-1072 Sample No. L1-22-BCEG Sample Depth (ft) 148.7- 149.6 Flatness & Parallelism Tolerance (ASTM 04543-08, Section 9.2.2, Procedure FP2l:
~
d ck that flatness does not depart from best-fit straight line by more than 0.001 in. c k h max Imum
~~at 1 erence between opposing best-f'1t stra1g angu Iar d'ff ' ht Iines is no more t han 0.25.
Dist~e(in) End 1 Along 0 1 End 1 Along D2 End 1 Along D3 o.oO\_ 0.24 0.48
""-'\
0.72 0.96 1.20 1.44 1.68
""-"'\.
1.92 2.16 '\. Distance (in) 0.00 End 2 Along D1 E~AiongD 2 End 2 Along D3 0.24 0.48
""- r
'(VIT A
PJ -~~ /r4~
""I"-""-
0.72 v 0.96 1.20 1.44 1.68 1.92 2.16 Dl Dz '\. Ds Maximum departure from best-fit straight line (in) #OJV/01 #DIV/0! #b.(.V/0! PASS or FAIL #DIV/01. #DIV/01 #DJV)Q.! Maximum angular diff. between opposing best-fit lines (deg) #DIV/01 #DIV/0! #DIV/01 PASS or FAIL #DIV/01 #DIV/0! #DIV/01 MP-20:Cllhefi Rfi.li!ii Dirtll~il48.~io(il(JR~Slt12.16 Page G.S-17 4 of 598
Dimension Log for Intact Rocl< Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Dally Project No. 6468-13-1072 Date 11/19/2013 Boring No. MP-202 Reviewed by tf"\Ar:-- Run No. N/A Date 1-g-.j ~ Sample No. L1-24-BCH Unit Weight (g/cm"3) 2.685 Sample Depth (ft) 161.7-163,3 Unit Weight (ibs/ft"3) ~t&>9' ~-6* Mass (g) 1135.17 Temp. °F/ 'C 71.81 22.1 Moisture Cond. Laboratory Air Dry Specific Gravity 2.69 Equipment ID No, I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-0623/5/23/2014 Parallel Bars CLT-0626/5/20/2014 V-Biock CLT-0625/5/20/2014 Scale CLT-0370/9/18/2014 Displacement Gage CLT-0721/ 6/17/2014 Steel Rule CLT-0556/9/10/2014 Feeler Gage Set CLT-0557/ 9/17/2014 Square CLT-0622/ 5/20/2014 Calipers CLT-0260/ 5/21/2014 Length/Diameter Ratto (ASTM D4543*08, Sections 7.2 and 10}: Check that LAVG I DP.vG = 2.0 to 2,5 L1 (in} 5.75 End 1 L2 (in} 5.75 l3 (in} 5.76 L4 (in) 5.75 LAvG (In} 5.75 0 1 (in) 2.38 0 2 (in} 2.39 DAvG (In) 2.39 4.49 25.8 2.4 End 2 PASS or FAIL PASS Ll-24-B,C,H AS Dim log Rock Cores_RO plane comparison Sl temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-175 of 598
ame Dimension Log for Intact Rocl< Cores ASTM 04543*08 (with deviations per SDDR-33} I Project Name I Clinch River SMR Boring No. MP-202 I Project No. I 6468-13-1072 Sample No. Ll-24-BCH Sample Depth (ft) 161.7-163.3 Side Straightness (ASTM 04543*08, Section 9.1.1, Procedure 51}: Check that the maximum gap between specimen and flat surface does not exceed 0.020 ln. Max Gap (in) 0.0050 PASS Section 9.3.2, Procedure P2 (RMC 3*27-2012) Perpendicularity (ASTM 04543-08, Section Q,fl,l, Procedurq Pl}: Checl< that Max Gap I LAvG is less than or C;Jqual to 11230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0,0390 0.0060 Max Gap I LAva 0.0068 FAIL Ll-24-B,C,H AS Dlmlog Rock Cores_RO plane comparison Sl temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-176 of 598
ame Dimension log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No, MP-202 I Project No. I 6468-13-1072 sample No. L1-24-BCH
- Sample Depth (ft) 161.7-163.3 End Flatness & Parallelism Tolerance (ASTM 04543-08, Section 9.2.2, Procedure FP2l:
Check that flatness does not depart from best-fit straight line by more than 0.001 in. Checl( that maximum angular difference between opposing best-fit straight lines Is no more than o.zs*. Distance (In) End 1 Along D1 End 1 Along D2 End 1 Along D3 0.00 0.6517 0.6555 0,6508 0.24 0.6521 0.6560 0.6520 0.48 0.6555 0,6590 0.6536 0.72 0.6585 0.6610 0.6559 0.96 0.6599 0.6625 0.6596 1.20 0.6616 0.6631 0.6628 1.44 0.6650 0.6635 0.6658 1.68 0.6674 0.6646 0.6670 1.92 0.6697 0.6658 0.6699 2.16 0.6722 0.6666 0.6734 Distance (In) End 2 Along 0 1 End 2 Along D2 End 2 Along 0 3 o.oo 0.6498 0.6574 0.6483 0.24 0.6527 0.6580 0.6505 0.48 0.6562 0.6589 0.6531 0.72 0.6584 0.6599 0.6562 0.96 0.6602 0.6599 0.6583 1.20 0.6621 0.6522 0.6614 1.44 0.6652 0.6635 0,6639 1.68 0.6673 0.6654 0.6662 1,92 0.6686 0.6669 0.6681 2.16 0.6699 0.6669 0.6690 Dl 02 Ds Maximum departure from best-fit straight line (in) 0.001 0.009 0.001 PASS or FAIL PASS FAIL PASS Ll-24-B,C,H AS DlmLog Rock Cores_RO plane comparison Sl temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-177 of 598
"'C(") ~= t1) ~ G):; a,:;o ~ ;::* .._.tl) co"" 0 c -Ill enS" Project Name Cllnch River SMR Boring No. MP-202 ~:;o Project No. 6468-13-~072 Sample No. U-24-BCH t1)
"'C Sample Depth [ft) ~6~.7-~63.3 0
~
l [
~ End 1 Along 01 i End 1 Along 02 o.675o
- 0.6750 0.6700 - , - - - - - - - - . . . . : : : : . ._ _ _ _ __ End 1 Along 03
""'(") D.67DO ' __ ::>E:;:-::- 0.6700 l .~d
- o o.6650 ! - ~.
- :::="'"-
D.665D ~ - - - 0.6650 < - -*
"P
.... D.660D t - ~~ D.6600 i_ ___;;;;;: -~ - --
........ 0.6600 ~---=-
.0.655D~z 0.6550 . - jy-0.0108x+0.64941
....~
t= ..:22 I* ~..--- Jy=O.oo9sx+o.65oaJ o.655o t=- -<> lv-o.oo52x+D.6562 f--
"' ! 0.6500 t 1 o.645D +.--~---~------.---~ D.6500 +-----.----~---~----~---.
I 0.00 050 1..00 LSD 2.00 250 I 0.00 05D LDD 150 2.00 2.50 0.00 030 1..00 1.50 2.00 2.50
! 1 0.675D End 2 Along 01 I n.67so , End 2 Along 03 I' .,, 00 2 Along 02 0.6700 c - :
0.6650 ~- I o.665o-~::-::: 0.6600 ' i
~-~ 0.6600 bi - - -
0.6650 0.6600 :
~
~-- --
0.6550~~- 0.5550 ----- 0.6550 ~ -~- -~~~ 0.6500 ~ lv=0.0093x+0.65D9j 0.6500 c :::- - 0.6450 +~-:----~-----..,---~---~--~ I 0.6500 F + Iy = 0.0046x + 0.6559j
-t\
0.6450 :-- ~ 0.00 030 LDO LSD 2.00 2.50 0.00 050 1.00 150 2.00 2.50 0.00 030 ~ LSD 2.00 2.50 Prepared by/Date: Joey Daily {ff;j pr30 (,. t/ "-{* /¢ Checked by/Date: _,Nt>"TC 1 ?--~t-:J
ame Dimension Log for Intact Rock Cores ASTM 04543*08 {with deviations per SDDR-33) Project Name Clinch River SMR Tested by M, Hamilton ~r~tm **11 Project No. 6468-13-1072 Date 11/25/2013 Boring No. MP-202 Reviewed by {\/\~ Run No. N/A Date 1-S -1'-l Sample No. L1-25-BCG Unit Weight (g/cm"3) 2.693 Sample Depth (ft) 217.7-218.7 Unit Weight (lbs/ft"3) 468-:1"" ~ 9 )jl>~ 3. Mass (g) 1041.57 Temp. °F/ 'C 75.61 24.2 Moisture Cond. Laboratory Air Dry Specific Gravity 2.70 Equipment ID No. I Calibration Due Equipment ID No./ Calibration Due Support Surface CLT-0623/5/23/2014 Parallel Bars CLT-0626/5/20/2014 V-B lock CLT-0625/5/20/2014 Scale CLT-0370/9/18/2014 Displacement Gage CLT-0721/6/17/2014 Steel Rule CLT-0556/9/10/2014 Feeler Gage Set CLT-0557/9/17/2014 Square CLT-0622/5/20/2014 Calipers CLT-0260/5/21/2014 Length/Diameter Ratio (ASTM 04543*08, Sections 7.2 and 10): Checl< that LAvG I DAvG =2.0 to 2.5 L1 (in) 5.25 End 1 l 2 (in) 5.27 L9 (In) 5.25 L4 (in) 5.24 LAVG (In) 5.25 D1 (in) 2.39 D2 (In) 2.39 OAVG (in) 2.39 2 Area (in ) 4.49 3 Volume (in ) 23.6 LAvG/DAvG 2.2 PASS or FAIL End 2 PASS Ll-25-B,C,G AS DlmLog Rock Cores_RO plane comparisonS! temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-179 of 598
( ame Dimension Log for Intact Rocl< Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-202 I Project No. I 6468-13-1072 Sample No. Ll-25-BCG Sample Depth (ft) 217.7-218.7 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0350 FAIL Section 9.3.2, Procedure P2 (RMC 3-27*2012) PerpendiCularity (ASTM 04543-08, Section !:l.S.l, Procedure Pl;): Check that Max Gap I LAVG Is less than or equal to 11230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0430 0.0120 Max Gap I LAvG 0.0082 FAIL Ll-25-B,C,G AS DlmLog Rock Cores_RO plane comparison Sl temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-180 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-202 I Project No. I 6468-13-1072 Sample No. L1-25-BCG Sample Depth (ft) 217.7-218.7 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.0011n. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.2s*. Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along D3 0,00 0.2050 0.2276 0.2226 0.24 0.2073 0.2263 0.2198 0.48 0.2096 0.2233 0.2188 0.72 0.2105 0.2194 0.2178 0.96 0.2110 0.2167 0.2149 1.20 0.2114 0.2132 0.2129 1.44 0.2122 0.2113 0.2101 1.68 0.2155 0.2083 0.2100 1.92 0.2156 0.2045 0.2077 2.16 0.2156 0.2001 0.2045 Distance (In) End 2 Along D1 End 2 Along 0 2 End 2 Along 0 3 0.00 0.2153 0.2289 0.2181 0.24 0.2158 0.2278 0.2189 0.48 0.2161 0.2253 0.2175 0.72 0.2166 0,2235 0.2160 0.96 0.2178 0.2205 0.2170 1.20 0.2178 0.2173 0.2173 1.44 0.2179 0.2155 0.2165 1.68 0.2191 0.2133 0.2140 1.92 0.2193 0.2104 0.2126 2.16 0.2191 0.2068 0.2105 01 02 Da Maximum departure from best-fit straight line (In) 0.001 0.001 0.002 PASS or FAIL PASS PASS FAIL PASS or FAIL L1-25-B,C,G AS DlmLog Rock Cores_RO plane comparison Sl temp and density.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-181 of 598
"'C(") ~= t1) ~ G):; a,:;o ~ ;::* cot!) N"" 0 c -Ill enS" Project Name Oinch River SMR Boring No. MP-202 ~:;o Project No. 6468-13-1072 Sample No. U-25-BCG t1)
"'C Sample Depth [ft) 21:7-7-218-7 0
~
~ End 1 Along 01 I ~nd 1 Along 02 End 1 Along 03
- o-22oo " o.235o 0.2250r-------------~~----------
II
- 02:[80 " * ;:_
""'(") 0.2200 ~--
- o 1 ~~
- ~~ ~ ___ 0.2250 ~ -~,.
1 "P z; 0.2150 ---~::~
........ 0.2120 ~ -~~:=-- 0.2150 0.2~00 ~...-4~ 0.2100 -
I -=--:: ~-
....~ o.zoso : _ -- ~-- I o.205o ~* - -----~ 0.2050 ---~
"' 02060 c;--~o.0048x+0.20621 ! ,.------- ~
0.2040 ~~ . I 0.1.950 +~l~v_=~~~-0~~=7~x~+~0.22==8~8Lj
. _ _ _ _ _ _ _~--~
0.2000 ...."-~'=y===~~-0=0~~+=0~2225~~'---~-----.----, I 0.00 0.50 :1.00 :1.50 2.00 2.50 I 0.00 0.50 1.00 1.50 2.00 250 I 0.00 0.50 LOQ :1.50 2.00 2.50 T o_nzo _______ E_n~d_2~A~lo_n~g~D~1~------- 0.2350 End 2 Along 02
-,:-------------"~--------
IiI 0.2220 End 2 Along 03 t 0.2300 .::;s.,. __ i 0.2200 -t"-'---=------------------ 0.2250 ---~ - 0.2200 ~ --~--*-+ -- 1 0.2180 t=:§-=8:;s-- + 0.2~80~-=::: 0.2200 ~- -- 1 02:[60 +-----=-=- ~ ~- __ _ 0.2150 ~ ! 0.2140 : - --~ 0.21.60~ 0.2100 I. -~-- - I (}.2120 ~ ----~
~------- ~I 1 y-~.Ol03x+0.23m[ -~ ! ~ lv=~.0032x+0.2J.931 02:[40 - *
- 0.2050 . ' 0.2~00 . '
+
0.00 0.50 LOO 1.50 200 2.50 I 0.00 0.50 LOO :1.50 200 250 j I 0.00 0.50 1.00 LSD 2.00 2.50
-~~
~~
Prepared by/Date: M. Hamilton "':..~ Checked by/Date: ['If~ /7 lf -;3
Dimension Log for Intact Rocl< Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Dally Project No. 6468-13-1072 Date 11/19/2013 Boring No. MP-202 Reviewed by /f\Ac-Run No. N/A Date l-8"-1~ Sample No. L1-26-BG *Unit Weight (g/cm"3) 2.670 Sample Depth (ft) 238.1-239.5 Unit Weight (lbs/ft"3) .,1~ tf.?1 ,?b.H Mass (g) 1076.43 Temp. °F/ 'C n.ol 22.2 Moisture Cond. Laboratory Air Dry Specific Gravity 2.68 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLTc0623/5/23l2014 Parallel Bars CLT-06261 5/20/2014 V-Biock CLT-062515/20/2014 Scale CLT-0370/9118/2014 Displacement Gage CLT-0721/6117/2014 Steel Rule CLT-0556/9/10/2014 Feeler Gage Set CLT-0557/ 9117/2014 Square CLT-0622/5/20/2014 Calipers CLT-0260/5/2112014 Length/Diameter Ratio (ASTM 04543-08, Sections 7.2 and 10): Check that LAvG I DAvG =2.0 to 2.5 L1 (in) 5.45 End 1 L2 (In) 5.45 L3 (in) 5.45 L4 (in) 5.45 LAVG (in) 5.45 D1 (in) 2.40 0 2 (in) 2.39 DAVG (in) 2.40 Area (in 2
) 4.52 I Volume (ln 3
) 24,6 I
~- -)-,
I ...._ LAvG/DAVG 2.3 End 2 PASS or FAIL PASS Ll-26-B,G Dim Log Rock Cores_RO plane comparison Sl temp and density.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-183 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543*08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-202 I Project No. I 6468-13-1072 Sample No. Li-26-BG Sample Depth (ft) 238,1-239.5 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure Sll: Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0090 PASS Section 9.3.2, Procedure P2 (RMC 3-27-2012) Perpendicularity (ASTM 04543-08,-SeGtloR 9.3.1, Proeegure P;l: Check that Max Gap I LAvG is Jess than or equal to 11230 = 0.0043. At End 1 At End 2 Maximum Gap (in) 0.0300 0.0300 Max Gap I LAvG 0.0055 FAIL L1-26-B,G Dim Log Roci< Cores_RO plane comparison Sl temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-184 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-202 I Project No. I 6468-13-1072 Sample No, L1-26-BG sample Depth (ft) 238.1-239.5 End Flatness & Parallelism Tolerance (ASTM D4543*08, Section 9.2.2, Procedure FP2l: Check that flatness does not depart from best-fit straight line by more than 0.001ln. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.2s*, Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along D3 0,00 0.3555 0.3564 0.3565 0.24 0.3556 0.3564 0,3565 0.48 0.3556 0.3564 0.3565 0.72 0.3556 0.3564 0.3565 0.96 0.3556 0.3564 0.3565 1.20 0.3556 0.3564 0.3565 1.44 0,3556 0.3563 0.3568 1.68 0.3562 0.3560 0.3568 1.92 0.3576 0.3553 0.3573 2.16 0.3589 0.3546 0.3578 Distance {In) .End 2 Along 0 1 End 2 Along D2 End 2 Along 0 3 0.00 0.3549 0.3616 0.3605 0.24 0.3551 0.3616 0.3605 0.48 0.3569 0.3616 0.3601 0.72 0.3583 0.3604 0.3599 0.96 0.3589 0.3604 0.3599 1.20 0.3594 0.3604 0.3599 1.44 0.3596 0.3604 0.3599 1.68 0.3598 0.3610 0.3606 1.92 0.3598 0.3612 0.3616 2.16 0.3599 0.3619 0.3622 01 D2 Da Maximum departure from best-fit straight line (in) 0.001 0.001 0.001 PASS or FAIL PASS PASS PASS PASS or FAIL L1-26-B,G Dim Log Rock Cores~RO plane comparison 51 temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-185 of 598
"'C(") ~= t1) ~ G):; a,:;o ~ ;::* cot!) 0 c -Ill enS" Project Name Oinch River SMR Boring No. MP-202 ~:;o Projectl\lo. 6468-13-1072 Sample No. ll-26-BG t1)
"'C Sample Depth (ft) 238.1-239.5 0
~ r ---------------------------- --------------,
~ ;: End 1 Along 01 End 1 Along 02
- 03600 035ffi ~~----------------~-------------- ::;:: ~ End1AiongD3 __ _
03590~~------------------------------~----
""'(") f ~-------------
- o L 03580 ~ - -----
~ 03570 ~~ ----
~ ---- ~
"P
.... ! 03570 ~ ---- _....::.-.----: ... ,. 1> ... ... -------
03560, ' --~ ~
........ I o3s6o ~ ---------:-=========: ----
....~ !1 03550 f~~r- ______ -- 0.3560 ------
0.3550
"' t 0354D 1
~
jy=O.OOl2x+D35491 fr------- ------ ---------.---...
- ?
03555 l -- 1 03530 -f.-------r------..,------J.i-----'--,.. ---.L...~ 0.3540 t fy=-(].OOG7x+03568j
-l.----l.!........:;.==.:...:::=;=.t----~----------
0.3550 - - - - - : ,lv- 0.0005x + 035621 1 o.oo o.so 1.00 1.50 2.00 z.so 0.00 0.50 1.00 1.50 2.00 2.50 ' 0.00 0.50 1.00 1.50 . 2.00 2.50 r End 2 Along 01 I End 2 Along 02 End 2 Along 03 l 03640 ~------------------~---------------- ~~. I 1 03620 t -- 0.3620 ! __ - I 0.3600 + 0.3610!--. ~ *-- II 03600r-- ~ -- 0.3580 [-~----- I 03600 t "! 1 03560 0.3590 ~ -------
~ ~----- fy=O.D024x+03556j t I I F jy=.SE-05x+03611j f- ]y=0.0006x+0.3598f
! 0.3541)~;~~----------~----~~====~====~~ 03580 03580 ,
- I I 0.00 0.50 1.00 1.50 2.00 2.50 I 0.00 0.50 1.00 1.50 2.00 2.50 ~ ~ ~ ~ ~ z.so.
Prepared by/Date: Joey Daily j.fJ1~/Jo/6 Checked by/Date; /htrr- f 1- -*"2,.3 -I~
ame Dimension Log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Dally IQ: Project No. 6468-13-1072 Date 11/25/2013 Boring No. MP-202 Reviewed by [f'.frt. Run No. N/A Date j~'2>-t4 Sample No. L1*28-BC Unit Weight (g/cm"3) 2.630 Sample Depth (ft) 280.2-280.7 Unit Weight (lbs/ft"3) ~ 1'&4~-71 Mass (g) 999.96 Temp. °F/°C n.ol 22.2 Moisture Cond. Laboratory Air Dry Specific Gravity 2.64 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-0623/5/23/2014 Parallel Bars CLT-0626/5/20/2014 V*Biock CLT-0625/5/20/2014 Scale tLT-0370/ 9/18/2014 Displacement Gage CLT-0721/ 6/17/2014 Steel Rule CLT-0556/ 9/10/2014 Feeler Gage Set CLT-0557/9/17 /2014 Square CLT-0622/ 5/20/2014 Calipers CLT-02601 5/21/2014 Length/Diameter Ratio (ASTM D4543*08, Sections 7.2 and 10): Checl< that LAVG I DAvG = 2.0 to 2.5 L1 (In) 5.16 End 1 L2 (In) 5.19 L3 (in) 5.18 L4 (in) 5.14 LAvG (in) 5.17 D1 (in) 2.39 D2 (In) 2.39 DAvG (in) 2.39 2 Area (ln ) 4.49 3 Volume (in ) 23.2 LAvGIDAVG 2.2 End 2 PASS or FAIL PASS L1-28-B,C Dim Log Rock Cores_RO plane comparison 51 temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-187 of 598
Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-202 I Project No. I 6468*13-1072 Sample No. Ll-28-BC Sample Depth (ft) 280.2-280.7 Side Straightness (ASTM 04543*08, Section 9.1.1. Procedure Sl): Check that the maximum gap between specimen and flat surface does not exceed 0.020 ln. Max Gap (In) 0.0240 FAIL Section 9.3.2, Procedure P2 (RMC 3*27*2012) Perpendicularity (ASTM 04543*08,-SGGtion Q.~.a.. Procedure Pll: Check that Max Gap I LAvG is less than or equal to 1/230 "'0.0043. At End 1 At End 2 Maximum Gap (In) 0.0330 0.0590 Max Gap I LAvG 0.0114 FAIL L1**28-B,C DlmLog Rock Cores_RO plane comparison Sl temp and density.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-188 of 598
ame Dimension Log for Intact Rocl< Cores ASTM 04543-08 (with deviations per SDDR-33) l Project Name I Clinch River SMR Boring No. MP-202 I Project No. I 6468-.13-1072 Sample No. L1-28-BC Sample Depth (ft) 280.2-280,7 End Flatness & Parallelism Tolerance IASTM 04543-08, Section 9.2.2. Procedure FP2): Check that flatness does not depart from best*flt straight line by more than 0.001 in. Checl< that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance (in) End 1 Along 0 1 End 1 Along 0 2 End 1 Along 0 3 0,00 0.1303 0.1567 0.1412 0.24 0.1303 0.1567 0.1405 0.48 0.1303 0.1444 0.1381 0.72 0.1303 0.1392 0.1354 0.96 0.1303 0.1343 0.1333 1.20 0.1304 0.1321 0.1321 1.44 0.1309 0.1306 0.1308 1.68 0.1309 0.1265 0.1300 1.92 0.1309 0.1206 0.1271 2.16 0.1309 0.1124 0.1237 Distance (in) .End 2 Along 0 1 End 2 Along 0 2 End 2 Along 0 3 o.oo* 0.1300 0.1547 0.1517 0.24 0.1309 0.1520 0.1469 0.48 0.1313 0.1495 0.1433 0.72 0.1319 0.1445 0.1405 0.96 0.1323 0.1397 0,1374 1.20 0.1333 0.1350 0.1350 1.44 0.1336 0.1322 0.1328 1.68 0.1340 0.1277 0.1305 1.92 .0.1341 0.1245 0.1274 2.16 0.1341 0.1192 0.1252 01 o. Os Maximum departure from best-fit straight line (in) 0.001 0.005 0.002 PASS or FAIL . PASS FAIL FAIL Ll-28-B,C DlmLog Rock Cores_RO plane comparison Sl temp and density.xlsx Clinch River Data Report Rev. 4 CRP-1112'.16 Page G.S-189 of 598
"'C(") ~= t1) ~ G):; a,:;o ~ ;::* <Dtl) o"" 0 c -Ill ame enS" Project Name Clinch River SMR Boring No. MP-2.02. ~:;o Project No. 6468-13-1072. Sample No. L1-2.8-BC t1)
"'C Sample Depth {ft) 280.2-280.7 0
~
i
~ 1 _ End 1 Along 01 End 1 Along 02 End 1 Along 03
- 0 1340 0.1450 ..,..--------........::::____ _ _ __
""'(") 0.1320 = --i:::::: __ 0.1.400
- o ID.EOO;--¢ -~- ~ 5}
*- - --- - ** $ $ :::~-:::!:
0.1.400 ~ ---------
"P 1 0.1280 ~ -- - --- - O.:t350 +-----~~~~~------------
........ lonGo+~------------------------------ 0.1300 +---------...:::.~s~::------
....~ 1 0.1240 ~ [ :::: ~- - --~
1 o.122o t 1v= o.ooo4x + o.13o21 1 0 1100 1 0.:1250 ...
"' [ " Iy= -0.0194x + 0.1.563\ l . lv=-O.oo77x+O.l4161
! 0.1200 E I 0.1000 ' . 1 onoo I 0.00 0.50 1.00 1.50 2.00 2..50 I 0.00 0.50 1.00 1.50 2.00 2.50 i 0.00 0.50 1.00 1.50 2..00 2.50 I I
' l o.13so End 2 Along 01 End 2 Along 02 ! o.:1600 , End 2 Along 03 1 0.1.550 . ---
0.1360' ----- t . ----- ~ 0.1450 [ - -- _,..,. 1 on4o ~-~- ______ -- 0.1350 . - -:::_- ,.1
' . -- - l 1 0.1320 ~ ---- L -~ --
Il II
' onoo 0.1280 i-- ------
1~~---,-----,-----,-===::;::: lv~o~oo_2x_+_o_-13_o_4...,1 D-=rF 0.1150 ~
~~~~- \v -0.0167x+0.1.56\ ._.,~ I 0.1300 t I
=f:::::;::::.
0.1200 ~ IY::Q:Oll7X+{ll , 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 1 0.00 0.50 1.00 1.50 2.00 2.50 Prepared by/Date: Joey Daily f)ili!J./ 3ufrJ (J Checked by/Date: M~ {2--7.J.!-J3
ame Dimension Log for Intact Rock Cores ASTM 04543-08 {with deviations per SDDR~33) Project Name Clinch River SMR Tested by J. Dally Project No. 61!68-13-1072 Date 11/25/2013 Boring No. MP-202 Reviewed by Mft::. Run No. N/A Date '-~HI-\ Sample No. L1-29-BG Unit Weight (g/cm"3) 2.696 Sample Depth (ft) 288.9-289.8 Unit Weight (lbs/ft"3) 1~((,~ /}PlY Mass (g) 1069.02 Temp. °F/ 'C n.oJ 22.2 Moisture Cond. Laboratory Air Dry Specific Gravity 2.70 Equipment iD No. I Calibration Due Equipment ID No./ Calibration Due Support Surface CLT-0623/5/23/2014 Parallel Bars CLT-0626/ 5/20/2014 V-Biock CLT-0625/5/20/2014 Scale CLT-0370/9/18/2014 Displacement Gage CLT-0721/6/17/2014 Steel Rule CLT-0556/ 9/10/2014 Feeler Gage Set CLT-0557I 9/17/2014 Square CLT-0622/5/20/2014 Calipers CLT-0260/ 5/21/2014 Length/Diameter Ratio (ASTM 04543-08, Sections 7.2 and 10): Check that LAVG / DAvG = 2.0 to 2.5 l 1 (in) 5.45 End 1 L2 (in) 5.42 L3 (In) 5.41 L4 (In) 5.45 LAVG (in) 5.43 D1 (in) 2.38 0 2 (In) 2.38 DAvo (in) 2.38 4.45 24.2 2.3 End 2 PASS or.FAIL PASS L1-29-B,G AS DimLog Rock Cores_RO plane comparison Sl temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-191 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-202 I Project No. I 6468-13-1072 Sample No. L1-29-BG Sample Depth (ft) 288.9-289.8 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure S1l: Check that the maximum gap between specimen and flat surface does not exceed 0.020 ln. Max Gap (in) 0.0430 FAIL Section 9.3.2, Procedure P2 (RMC 3*27*2012) Perpendicularity (ASTM 04543*08,-seGtlGn g,:;U, Precegure P:t): Check that Max Gap I LAvG Is less than or equal to 1/230 = 0.0043. At End 1 At End 2 Maximum Gap (in) 0.0560 0.0470 Max Gap/ LAvG O.D103 FAIL L1-29-B,G AS Dim Log Rock Cores-_,RO plane comparison Sl temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-192 of598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33} I Project N.ame I Clinch River SMR Boring No. MP-202 I Project No. I 6468-13-1072 Sample No. L1-29-BG Sample Depth (ft) 288.9-289.8 End Flatness & Parallelism Tolerance (ASTM 04543*08, Section 9.2.2, Procedure FP2}: Check that flatness does not depart from be;t-flt straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance (In) End 1 Along 0 1 End 1 Along D2 End 1 Along D3 o.oo 0.3643 0,3302 0.3514 0.24 0.3628 0.3348 0.3494 0.48 0.3584 0.3402 0.3475 0.72 0.3539 0.3428 0.3468 0.96 0.3502 0.3443 0.3460 1.20 0.3464 0.3493 0.3458 1.44 0.3445 0.3532 0.3446 1.68 0.3403 0.3567 0.3425 1.92 0.3358 0.3588 0.3422 2.16 0.3317 0.3610 0.3418 Distance (in) End 2 Along 0 1 End 2 Along 0 2 End 2 Along 0 3 o.oo 0.3651 0.3316 0,3495 0.24 0.3612 0.3327 0.3471 0.48 ,0.3561 0.3353 0.3464 0.72 0.3528 0.3391 0.3460 0.96 0.3509 0.3419 0.3455 1.20 0.3473 0.3456 0.3455 1.44 0.3456 0.3487 0.3449 1.68 0.3425 0.3519 0.3432 1.92 0.3382 0.3560 0 *.3416 2.16 0.3341 0.3575 0.3413 01 D2 Da Maximum departure from bfJst-flt straight line (In) .0.001 0.002 0.001 PASS or FAIL PASS FAIL PASS Maximum angular diff. between opposing bflst-fit lines (deg) Ll-29-B,G AS Dim Log Rock Cores_RO plane comparison Sl temp and density.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-193 of 598
"'C(") ~= t1) ~ G):; a,:;o ~ ;::* <Dtl) 0 c -Ill enS" Project Name Clinch River SMR Boring No.
- MP-202
~:;o Project No. 6468-13-W72 Sample No. U-29-BG t1)
"'C Sample Depth {ft} 288.9-289.8 0
~
~ End 1 Along -Dl o37ao End 1 Along 02 End 1 Along D3
- 03700 -,:----------=-------- 0.3520 ~~--------=------
""'(") 03500. ~
0.3600 +----------------:--=~""'-
- o
' 0.3480 --- - ... =~---
"P 0.3500 +---------~-~
.... ~ ~ 03460 -- ~
03400 ;: -
---.~ - :::----~ ' 03440
........ !'~"" 0.3400 +------=<~~=------------- --- -- -~-
"1 03420 --.. ---
....~ 03300 y=0.0142x+03318 0~0 -
"' I 0~00 h-~=*~:?5S I
- fy=-D.0043x+0.3504l lo3200~ . . I 0.3200 +.----~---~---~---~---~ 03380
~- 0.00 0.50 1.00 1.50 2.00 2.50 0.00 050 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 250 I
o37oo
- End 2 Along 01 o.37oo End 2 Along D2 r----
1 o.352o , End 2 Along D3 j
~ 0.3600 r -
I o.35oo ~ l i" --- 1 0.3480~ 0.3500 - ' ~ --<#<
! 0.3460 --*-~ ___;;;,- ,.__
0.3400 r -~~------------- L 0~0~ :~--- -- - 0.3300 r-------,~:=:=----.,---
=!
03300 ~ fy--D.0~5x+036391
~
-- ::::- 0.3200 IY- 0.0129x <- 0.33011 I:::: ~
1 ~
-- -=::::~--
jy=-D.0033x+0.3487j ~::'§ 0.3400 ' 0.00 0.50 1.00 1.50 2.00 250 0.00 050 1.00 1.50 2.00 2.50 1I 0.00 0.50 1.00 1.50 2.00 250 Prepared by/Date: Joey Daily d-Jl iJ../MJ/t7 v Checked by/Date: o'l'l/k l z..~z_~~t:?
ame Dimension Log for Intact Rocl< Cores ASTM 04543*08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Dally A Project No. 6468-13-1072 Date 12/2/2013 Boring No. MP-202 Reviewed by Mfre-. Run No. N/A Date l- 'Is *lt.f Sample No. L1*31-BCH Unit Weight (g/cm"3) 2.664 Sample Depth (ft) 327.7-328.8 Unit Weight (lbs/ft"3) .-1~ (~~ fr:Y ;j Mass (g) 1073.98 Temp. °F/ 'C n.ol 22.2 Moisture Cond. Laboratory Air Dry Specific Gravity 2.67 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-0623/5/23/2014 Parallel Bars CLT-0626/ 5/20/2014 V-Biock CLT-0625/5/20/2014 Scale CLT-0370/ 9/18/2014 Displacement Gage CLT-0721/ 6/17/2014 Steel Rule CLT-0556/ 9/10/2014 Feeler Gage Set CLT-0557/9/17/2014 square CLT-0622/ 5/20/2014 Calipers CLT-0260/ 5/21/2014 Length/Diameter Ratio (ASTM 04543*08, Sections 7,2 and 10): Check that LAve I DAve:::: 2,0 to 2.5 L1 (in} 5.47 End 1 L2 (in) 5.48 L3 (In) 5.48 L4 (In} 5.47 LAVG (in} 5.48 D1 (in) 2.38 Dz (in} 2.39 DAVG (in) 2.39 4.49 24.6 2.3 End2 PASS or FAIL PASS L1-31-B,C,H AS DlmLog Rock Cores_RO plane comparison Sl temp and density.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-195 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33} I Project Name I Clinch River SMR Boring No. MP-202 I Project No. I 6468-13-1072 Sample No. L1-31-BCH Sample Depth (ft) 327.7-328.8 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0100 PASS Section 9.3,2, Procedure P2 (RMC 3-27-2012) Perpendicularity (ASTM 04543-08, Section Q,l,l, Procedure Pl): Check that Max Gap I lAvG is less than or equal to 11230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0120 0.0300 Max Gap I lAvG 0.0055 FAIL L1-31-B,C,H AS Dim Log Rock Cores_RO plane comparison SJ temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-196 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543*08 (with deviations per SDDR-33) I Project Name I. Clinch River SMR Boring No, MP-202 I Project No. I 6468-13-1072 Sample No. Li-31-BCH Sample Depth (ft) 32.7.7-328.8 End Flatness & Parallelism Tolerance (ASTM 04543-08, Section 9.2.2. Procedure FP2): Checl< that flatness does not depart from best*flt straight line by more than 0.001 in, Check that maximum angular difference between opposing best*fit straight lines is no more than 0.25'. Distance (in) End 1 Along D1 End 1 Along 0 2 End 1 Along 0 3 o.oo 0.4311 0.4375 0.4315 0.24 0.4336 0.4393 0.4320 0.48 0.4355 0.4401 0.4347 0.72 0.4375 0.4403 0.4365 0.96 0.4391 0.4406 0.4380 1.20 0.4401 0.4406 0.4391 1.44 0.4419 0.4406 0.4396 1.68 0.4432 0.4406 0.4396 1.92 0.4445 0.4406 0.4402 2.16 0.4459 0.4406 0.4417 Distance (In) End 2 Along D1 End 2 Along 0 2 End 2 Along D3 0.00 0.4245 0.4385 0.4335 0.24 0.4260 0.4385 0.4353 0.48 0.4276 0.4385 0.4360 o.n 0.4312 0.4385 0.4360 0.96 0.4342 0.4385 0.4364 1.20 0.4379 0.4385 0.4377 1.44 0.4397 0.4386 0.4400 1.68 0.4419 0.4387 0.4415 1,92 0.4437 0.4389 0.4436 2.16 0.4451 0.4389 0.4447 D1 Dz Da Maximum departure from besHlt straight line (In) 0.001 0.001 0.001 PASS or FAIL PASS PASS PASS L1-31-B,C,H AS Dim log Rock Cores_RO plane comparison Sl temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-197 of 598
"'C(") ~= t1) ~ G):; a,:;o ~ ;::* <Dtl) co"" 0 c -Ill enS" Project Name Oinch River SMR Boring No. MP-202 ~:;o Project No. 6468-13-1072 Sample No. Ll-31-BCH t1)
"'C Sample Depth (ft) 327.7-328-8 0
~
~ .4 t End 1 Along Dl End 1 Along 02 _ End 1 Along 03 0 500 0 4440
- I 0.4420 t ---
""'(") 04450 ~ --:<i 0.4400 ---%--<<>
- o I "P 0.4380 -~~---e-
.... 1 0.4400 t . --=-=---- 0.4360 _ _.--::::---::::----
........ I1 [f ~~- - --
- ::;;;;;F*
0.4390 --- 04340 ---;;.---;----
....~ 0.4350 ;-
l; -~ 0.4380
=1 ----------
- 82? =j 0:43~0 ~---
"' 0.4370 0.4300 I 0.4300 .
0- ~MOOiH,mJ f Iy- O.OOlx + 0.4391 ly- o.oo46x ~ o.43:z3] 1 o.oo o.sa 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 250 l oA5oo End 2 Along 01 End 2 Along 02 End 2 Along 03 I 0.4500 ' ' 0.4450 ~ - : 0.4390 1' § 0.4400: ~--
- : t- *_ ---------------
0.4385 '
*<<~L ~ I 0.4350 yf ;..¥ .~--. $ $ $ $ + $
0"-300. -~ 0.4380 {
- (:~ ~0104x+0.4241 0.4350 ' - -
0 4250 04375 i --- ----- r----- !Y=O:oo5X+D:4331 I
. ,_-------r------r----~_g~Y==~0-~000~~~+~0~.4~384~~
0.4200 .;:f:.__ _ _,_----,----~----.------. i 0.00 0.50 1.00 1.50 2.00 250 0.4370 .,.. 0.00 050 1.00 1.50 2.00 2.50
-L4#=
0.4300 ' 0.00 0.50 1.00 1.50 2.00 2.50
/Jf"l Prepared by/Date: Joey Daily ;/Jj fJ./>OJ J f/
Checked by/Date: /Itt .frZ- n ~Zr<t -13
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name clinch River SMR Tested by J. Dally Project No. 6468-13-1072 Date 12/4/2013 Boring No. MP-202 ReViewed by tv' A-c. Run No. N/A Date ( -8'-IY Sample No. L1-32~&; 'itft/-A- Unit Weight (g/cm"3) 2.666 Sample Depth (ft) 348.4-349.8 Unit Weight (lbs/ft"3) -l:&&.i!- (,""')~;VI> Mass (g) 1070.54 Temp. °Fj*c 73.ol 22.8 Moisture Gond. Laboratory Air Dry Specific Gravity 2.67 Equipment ID No./ Calibration Due
- Equipment ID No./ Calibration Due Support Surface CLT-0623/5/23/2014 Parallel Bars CLT-0626/5/20/2014 V-B lock CLT-0625/5/20/2014 Scale CLT-0370/ 9/18/2014 Displacement Gage CLT-0721/6/17/2014 Steel Rule CLT-0556/9/10/2014 Feeler Gage Set CLT-0557/ 9/17/2014 Square CLT-0622/ 5/20/2014 Calipers CLT-0260/ 5/21/2014 Length/Diameter Ratto (ASTM D4543-08, Sections 7.2 and 10):
Check that LAvG I DAvG = 2.0 to 2.5 L1 (in) End 1 5.41 L2 (In) 5.39 L3 (In) 5.40 L4 (In) 5.43 LAvG (in) 5.41 D1 (in) 2.40 Dz (In) 2.39 DAVG (in) 2.40 Area (in 2) 4.52 Volume (in 9) 24.5 LAvG/DAvG 2.3 End 2 PASS or FAIL PASS L1-32-G AS DimLog Rock Cores_RO plane comparison 51 temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-199 of 598
( Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-202 I Project No. I 6468-13-1072 sample No. L1-32-G Sample Depth (ft) 348.4-349 '8 Side Straightness (ASTM 04543-08, Section 9.1.1. Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0400 FAIL Section 9.3.2, Procedure P2 (RMC 3*27*2012) Perpendicularity (ASTM 04543-08, Seetlon 9.iM, Procedwre P:tl: Check that Max Gap/ LAvG is less than or equal to 1/230"' 0.0043. At End 1 At End 2 Maximum Gap (In) 0,0280 0.0640 Max Gap I LAvG 0.0118 FAIL Ll-32-G AS DimLog Rock Cores_RO plane comparison Sl temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-200 of 598
i ame Dimension Log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-202 I Project No. I 6468-13-1072 Sample No. Ll-32-G Sample Depth (ft) 348.4-349,8 End Flatness & Parallelism Tolerance (ASTM 04543-08, Section 9,2,2, Procedure FP2l: Check that flatness does not depart from best-fit straight line by more than 0.0011n. Check that maximum angular difference between opposing best-fit straight lines is no more than 0,25', Distance (in) End 1 Along 0 1 End 1 Along 0 2 End 1 Along 0 3 o.oo 0.3737 0.3534 0.3599 0.24 0.3749 0.3567 0.3629 0.48 0.3751 0.3606 0.3660 0.72 0.3753 0.3652 0.3684 0.96 0.3753 0.3690 0.3714 1.20 0.3753 0,3737 0.3734 1.44 0.3744 0.3779 0.3759 1.68 0.3733 0.3812 0.3780 1.92 0.3725 0.3852 0.3802 2.16 0.3709 0.3879 0.3832 Distance (In) End 2 Along 0 1 End 2 Along D2 End 2 Along D3 0.00 0.3772 0.3498 0.3575 0.24 0.3774 0.3545 0.3614 0.48 0.3771 0,3594 0,3659 0.72 0.3760 0.3642 0.3684 0.96 0.3736 0.3691 0.3716 1.20 0.3742 0.3737 0.3735 1.44 0.3736 0.3772 0.3746 1.68 0.3713 0.3812 0.3764 1.92 0.3706 0.3857 0,3809 2.16 0.3696 0,3900 0.3835 01 Dz Ds Maximum departure from best-fit straight line (In) 0.002 0.001 0.002 PASS or FAIL FAIL PASS FAll L1-32-G AS Dim Log Rock Cores_RO plane comparison Sl temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-201 of 598
"'C(") ~= t1) ~ G):; a,:;o N ;::* otl) N"" 0 c -Ill ame Project Name Clinch River SMR enS" Boring No. MP-202 ~:;o Project No. 6468-13-1072 Sample No. ll-32-G t1)
"'C Sample Depth (ft) 348.4-349.8 0
~
~ _ , End 1 Along 01 End 1 Along 02
- 0 3770 o.39oo End 1 Along 03 0.4000 r--------=-------
""'(") 0.3760 ~--- 0.3850 t----------------.,.---
0.3900 t------------------
- o 0.3800 --~
"P 03~0 I?;~
0.3740.. - --
~-- ~--..:._ ~3800 1:----------------------~~~~::~------- 0.3750 -~-
........ 0.3730 ~ -----:- ~ ;;: 0.3700 -~-
0.3700 t------;::~¢~--------
....~ 0.3720 ~ ----- + 03650 -~--
03710 ~ - --- 0.3600 ~-- tv= O.OlOSx + 0.3606J
"' 0.3600 J:~~~~~-------------r============~---
0.3700 ~ J Y ..Q:0014x + 0.3755)
- 0.3500 Jy= 0.0166x+ 0.3532J 0.3550 +-------,-~------------.-------r-----~
- 0. ' 250 0.00 <
0.50 1.00 1.50 200 250 0.00 0.50' 1.00 1.50 200 2.50 i r ----------------, End 2 Along 01 j j End 2 Along 02 End 2 Along 03 i 0.3880 T-----------------------------~.~------ <- l E l
> l i l I I 0.3780 :
~
Il
' I
- 03720
=~'~ - .... ~ ----_____:---
I* IM~
'I " I I E --~ 0.3580 lv-0.0112x+0.3593 1 03700 ;_ - - j f I ~ Jy=-0.0038x+0.3782 - -'>';
I; ! lv=0.0185x+ti3so5j r I * 'I I l = o.oo oso 1.00 1.50 200 z.so I~~ o.oo o.so 1.00 1.50 200 250 0.50 1.00 1.50 200 250 1 Prepared by/Date: Joey Daily q f fJ Uj7u/ti Checked by/Date: .Min:: I 2..- 2--'l-13
ame Dimension log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by M. Hamilton /1\ lit! ,,. Project No. 6468-13-1072 .Date 12/10/2013 Boring No. MP-202 Reviewed by {'Ap¢- Run No. N/A Date \ ~g -~~ Sample No. L1-34-BG Unit Weight (g/cm"3) 2.703 Sample Depth (ft) 411.0-412.3 Unit Weight (lbs/ft"3) ;!.~ r "'cr !ft/J Mass (g) 1040.89 Temp. °F/'C 75.41 24.1 Moisture Cond. Laboratory Air Dry Specific Gravity 2.71 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-062315/23/2014 Parallel Bars CLT-0626/5/20/2014 V-Biock CLT-0625/5/2012014 Scale CLI-0370/9/18/2014 Displacement Gage CLT-07211 6/17/2014 Steel Rule CLT-0556/9/10/2014 Feeler Gage Set CLT-0557I 9/17/2014 Square CLT-0622/5120/2014 Calipers CLT-0260/5121/2014 Length/Diameter Ratio (ASTM 04543-08, Sections 7.2 and 10): Checl< that LAvG I DAvG =2.0 to 2.5 L1 (in) 5.27 End.1 L2 (in) 5.26 La (In) 5.28 L4 (in) 5.27 LAVG (in) 5.27 D1 (in) 2.37 0 2 (In) 2.38 DAVG (In) 2.38 4.45 23.5 2.2 End 2 PASS or FAIL PASS Ll-34-B,G AT OlmLog Rock Cores_RO plane comparison 51 temp and density.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-203 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-202 I Project No. I 6468-13-1072 Sample No. ll-34-BG Sample Depth (ft) 411.0-412.3 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure Sll: Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0300 FAIL Section 9.3.2, Procedure P2 (RMC 3*27*2012) Perpendicularity (ASTM 04543-08, Section 9,3,1, P~ocgdure P1): Check that Max Gap I LAve is less than or equal to 11230 =0,0043. At End 1 At End 2 Maximum Gap (in) 0.0450 0.0250 Max Gap I LAvG 0.0085 FAIL L1-34-B,G AT Dim Log Rock Cores_RO plane comparison Sl temp and denslty,xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-204 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-202 I Project No. I 6468-13-1072 Sample No. Ll-34-BG Sample Depth (ft) 411.0-412.3 End Flatness & Parallelism Tolerance (ASTM 04543-08, Section 9.2.2. Procedure FP2l: Check that flatness does not depart from best-fit straight line by more than 0.001in. Check that maximum angular difference between opposing best-fit straight lines Is no more than 0.25'. Distance (In) End 1 Along D1 End 1 Along D~ End 1 Along D3 0.00 0.3580 0.3528 0.3489 0.24 0.3598 0.3551 0.3508 0.48 0.3600 0.3589 0.3546 0.72 0.3624 0.3606 0.3577 0.96 0.3639 0.3626 0.3608 1.20 0.3639 0.3636 0.3633 1.44 0.3662 0.3662 0.3662 1.68 0.3676 0.3694 0.3690 1.92 0.3682 0.3709 0.3711 2.16 0.3683 0.3717 0.3711 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along 0 3 0.00 0.3589 0.3540 0.3500 0.24 0.3606 0.3552 0.3533 0.48 0.3624 0.3573 0.3568 0.72 0.3645 0.3604 0.3611 0.96 0.3654 0.3640 0.3640 1.20 0.3677 0.3670 0.3670 1.44 0.3698 0.3683 0.3689 1.68 0.3732 0.3703 0.3738 1.92 0.3744 0.3732 0.3756 2.16 0.3747 0,3740 0.3759 D1 02 Da Maximum departure from best-fit straight line (in) 0,001 0.001 0.002 PASS or FAIL PASS PASS FAIL Maximum angular dlff. between opposing best*fit lines (deg) Ll-34-B,G AT Dim Log Rock Cores_RO plane comparison 51 temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-205 of 598
"'C(") ~= t1) ~ G):; a,:;o N ;::* otl) 0 c -Ill amec!J enS" Project Name Oinch River SMR Boring No. MP-202 ~:;o Project No. 6468-13-1072 Sample No. U-34-BG t1)
"'C sample Depth (ft) 4ll.0-412.3 0
~
~
o.s75o End 1 Along 01 End 1 Along 02 End 1 Along 03 II 0.3750 , - - - - - - - - _ _ _ : ; : : . . . _ __ _ _ __ 0.3800.-----------------~~--------------
""'(") 0.3750 -
- o t 0.3700 [ ~
0.3700 ~ 0.3700 t. ~
"P
.... -- 0.3650 - -- ~-
0.3650 ~~- - 0.3650 --- ----
........ - 0.3600 ~ ----
....~ 10.3600 k-~:
- 0.3550 -~-- --
0.3550 ' -- -
"' *r '" -- --
i 0.350Q -:_~-- r- ~~I -1v=0.0112x+D.349sl 0.3550 : .
- 0.3500 T 0.3450
! 0.00 0.50 1..00 1.50 2.00 2.50 0.00 050 :l..OO 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 Il o.38oo ,_ End 2 Along 01 End 2 Along 02 End 2 Along 03 '
0.3880 0.3900 ,.------~-~~~~~-------- 1
!: ~ I 0.3750 1~------------:;-:~&*--
" .-.~~ 0.3780 t------------------- 0.3800 t ~:::::~ !
o.s1oo r ~~- 0.3700 EZ:i~---- 0.36so ~ -~ 0.3680~~---::.::-~~- :::: ::::" 0.3600 - --~ I l
~-- I 0.3580 ---:: -- t_- == - . .
0.3600 ~---------r------=r- 0.3500 -- ~ 1 . r-- lv=o.oo79x+o.3587l ~y=o;o126X+(}.3511 i I 0.3550
- i" o.3480 =~ B8F51 03400 : i 1 o.oo o.so 1..00 1.50 2.00 2.50 I 0.00 0.50 :1.00 1.50 .
2.00 2.50 ~ ~ 1..00 ~ ~ ~I
/11#- iZ.-ti' -($ r ..W Prepared by/Date*. ~ ~'3-....~ ~,.
Checked by/Date: /h-It-C. rz -V-1-IJ
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J, Daily /lfJJiH/Jt.f Project No. 6468*13-1072 Date 1/30/2014 Boring No. MP-202 Reviewed by T. Landis /(f/. *ht *4 Run No. N/A Date 1/31/2014 Sample No. Ll-35-BCH Unit Weight (g/cm') 2.663 Sample Depth (ft) 436.0-436.9 Unit Weight (lbs/ft 9
) W6-:2' I(..IQ ~~;-
Mass (g) 645.81 Temp. (°F I *c) 70.1 I 21.2 Moisture Cond. Laboratory Air Dry Specific Gravity 2.67 Equipment ID No. I Calibration Due Equipment ID No./ Calibration Due Support Surface CLT-0623/5/23/2014 Parallel Bars CLT-0626/5/20/2014 V-Biock CLT-0625/5/20/2014 Scale CLT-0370/9/18/2014 Displacement Gage CLT-0721/6/17/2014 Steel Rule CLT-0556/9/10/2014 Feeler Gage Set CLT-0557/9/17/2014 Square CLT-0622/ 5/20/2014 Calipers CLT-0260/ 5/21/2014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAvG I DAVG =2.0 to 2.5 L1 (in) 3.26 End 1 L2 (in) 3.28 L3 (in) 3.27 L4 (in) 3.27 LAVG (in) 3.27 D1 (in) 2.40 D2 (in) 2.39 DAvG (in) 2.40 2 Area (in ) 4.52 3 Volume (in ) 14.8 LAvG/DAVG 1.4 End 2 PASS or FAIL FAIL MP-202 Ll-35-BCH DimlogSV 04543-08 Ri.xlsx Clinch.River Data Report Rev. 4 CRP-1112.16 Page G.S-207 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33} Project Name Clinch River SMR Boring No. Project No. Sample No. Ll-35-BCH Sample Depth (ft) 436.0-436.9 Check that th maximum gap between specimen and flat surface does not exceed 0.020 in. N/A FAIL Per endicularit ASTM 04543-08 ction 9.3.2 Procedure P2 : Check that Max Gap I LAvG is less than r equal to 11230 = 0.0043. At End 1 Maximum Gap (in) N/A Max Gap I LAvG 0.0000 PASS MP-202 Ll-35-BCH DimLogSV D4543-08 Ri.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-208 of 598
ame Dimension log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-202 I Project No. I 6468-13-1072 Sample No. Ll-35-BCH Sample Depth (ft) 436.0-436.9
~'""'" & ""'"'m Tol"'"" IASTM 04543-08 S*ctloo 9.2.2 Pn><ed""
Ch*~~"'" doe' oot d*p*rt from be<>fit W*lght ""' by mo" th*o 0.001 lo. Fm Check tha ~aximum angular difference between opposing best-fit straight lines is no more than 0.25". Distance (in.J. End 1 Along D1 End 1 Along D2 End 1 Along D3 o.oo '\ N/A N/A N/A 0.24 1\. N/A N/A N/A 0.48 '\ N/A N/A N/A 0.72 .'\_ N/A N/A N/A 0.96 \vA N/A N/A 1.20 N~ N/A N/A 1.44 N/A '\_ N/A N/A 1.68 N/A '\. "// N/A N/A 1.92 N/A y f9 N/A N/A 2.16 N/A '\. N/A N/A
'\
Distance (in) End 2 Along 0 1 End'\_Aiong D2 End 2 Along 0 3 0.00 N/A N~ N/A 0.24 N/A N/A '\.._ N/A 0.48 N/A N/A "<J:~ N/A 0.72 N/A N/A '\ ~ N/A I~ 0.96 N/A N/A N/A 1.20 N/A N/A N/A 1.44 N/A N/A '\N/A 1.68 N/A
- N/A ~
1.92 N/A N/A N/A'\. 2.16 N/A N/A N/A '\. 01 Oz ' \ Os Maximum departure from best-fit straight line (in) #VALUE! #VALUE! \it.VALUE! PASS or FAIL #VALUE! #VALUE! #V.\LUE!
'\
Maximum angular diff. between opposing best*fit lines (deg) #OIV/01 #DIV/0! #DIV/01\l PASS or FAIL #DJV/0! #DIV/01 #DIV/0! MP-202 Ll-35-BCH DimLogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-209 of 598
Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33)
.c\\-..."
Project Name Clinch River SMR Tested by M. Hamilton -f \l"*"" Project No. 6468-13-1072 Date 1/14/2014 Boring No. MP-202 Reviewed by ~;:! Run No. N/A Date d2r/l-'1-Sample No. Ll-36-BG Unit Weight (g/cm 3 ) 2.7b3 . Sample Depth (ft) 457.0-457.7 Unit Weight (lbs/ft 3 ) 9.-G&r 101 ,f'&.P:- lA Mass (g) 642.25 Temp.n ;*c) 72.6 I 22.6 Moisture Cond. Laboratory Air Dry Specific Gravity 2.71 Equipment ID No./ Calibration Due Equipment ID No./ Calibration Due Support Surface CLT-0623/ 5/23/2014 Parallel Bars CLT-0626/ 5/20/2014 V-Biock CLT-0625/ 5/20/2014 Scale CLT-0370/ 9/18/2014 Displacement Gage CLT-0721/ 6/17/2014 Steel Rule CLT-0556/ 9/10/2014 Feeler Gage Set CLT-0557/ 9/17/2014 Square CLT-0622/ 5/20/2014 Calipers CLT-0260/ 5/21/2014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that lAvG I DAvG =2.0 to 2.5 L1 (in) 3.26 End 1 L2 (in) 3.27 L3 (in) 3.26 L4 (in) 3.25 LAYG (in) 3.26 D1 (in) 2.38 D2 (in) 2.38 DAVG (in) 2.38 4.45 I 14.5 I
- -)--""
1.4 I End 2 PASS or FAIL FAIL MP-202 Ll-36 BG DlmlogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-210 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33} I Project Name I Clinch River SMR Boring No. MP-202 I Project No. I 6468-13*1072 Sample No. L1-36-BG Sample Depth (ft) 457.0-457.7 ection 9.3.2 Procedure P2 : an or equal to 1/230 =0.0043. At End 2 Maximum Gap (in) Max Gap I LAvG 0.0000 PASS MP-202 L1-36 BG DimLogSV D4543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-211 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-202 I Project No. I 6468*13-1072 Sample No. L1-36-BG Sample Depth (ft) 457.0" 457.7
\.nd Flatness & Parallelism Tolerance (ASTM 04543-08 Section 9.2.2 Procedure FP2l:
C~"""'" ' " ' oot d*p*rt fmm bo>>flt """ lloo by mo" th.o 0.001 h Check at maximum angular difference between opposing best-fit straight lines is no more than 0.2s*. Oistan~(in) End 1 Along D1 End 1 Along 0 2 End 1 Along 0 3 o.oo."\ 0.24 "\ 0.48 \ 0.72 .'\ 0.96 "\ 1.20 1:44 "\ ~* 6/6/11-1.68 '\_fV' [/ 1.92 "\ 2.16 "\
\.
Distance (in) End 2 Along 0 1 "\nd 2 Along 0 2 End 2 Along 0 3 0.00 "\ 0.24 "\ 0.48 "\ 0.72 "\ 0.96 1.20 1.44
" "\
1.68 1.92 "\ 2.16 "\ 01 "Pz Ds Maximum departure from best-fit straight line (in) #DIV/01 #01~1 #DIV/0! PASS or FAIL #DIV/01 #DIV/0)\ #DIV/0!
"\
Maximum angular diff. between opposing best-fit lines (deg) #DIV/01 #OIV/01 #~/01 PASS or FAIL #DIV/01 #DIV/0! #OIVfaJ MP-202 L1*36 BG DimLogSV 04543*08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-212 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by M.Hamilton ,lf;;t/ Project No. 6468-13-1072 Date 111412014 !In/!? Boring No.* MP-203 Reviewed by JVI?}C. Run No. NIA Date ,,u, -I Lf 3 Sample No. L7-1-BH Unit Weight (g/cm ) 2.819 Sample Depth (ft) 70.6-71.1 Unit Weight (lbs/ft 9
) 1~6.G~ l'lh IJO.l ':>"
Mass (g) 993.36 Temp. (°F I 'C) 75.2 I 24.0 Moisture Cond. Laboratory Air Dry Specific Gravity 2.83 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231512312014 Parallel Bars CLT-06261 512012014 V-Biock CLT-06251512012014 Scale CLT-03701 911812014 Displacement Gage CLT-07211 611712014 Steel Rule CLT-05561 911012014 Feeler Gage Set CLT-0557I 911712014 Square CLT-06221 512012014 Calipers CLT-02601 512112014 Length/Diameter Ratio (ASTM 04543-08, Sections 7.2 and 10): Check that LAvG./ DAVG" 2.0 to 2.5 End 1 L1 (in) 4.78 L2 (in) 4.78 L3 (in) 4.77 L4 (In) 4.78 LAVG (in) 4.78 D1 (in) 2.39 D2 (In) 2.39 DAVG (in) 2.39 2 Area (in ) 4.49 3 Volume {in ) 21.5 LAvGIDAvG 2.0 End 2 PASS or FAIL PASS MP-203 L7-1-BH Final DimLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-213 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-203 I Project No. I 6468-13-1072 Sample No. L7+BH Sample Depth (ft) 70.6-71.1 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0260 FAIL Perpendicularity (ASTM 04543-08, Section 9.3.2. Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0450 0.0280 Max Gap I LAvG 0.0094 FAIL MP-203 L7-1-BH Final DlmLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-214 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) l Project Name I Clinch River SMR Boring No. MP-203 I Project No. I 6468-13-1072 Sample No. L7-1-BH Sample Depth (ft) 70.6-71.1 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along 0 3 o.oo 0.1976 0.1878 0.1910 0.24 0.1986 0.1886 0.1925 0.48 0.1987 0.1902 0.1935 0.72 0.1987 0.1931 0.1937 0.96 0.1991 0.1968 0.1973 1.20 0.1994 0.1989 0.1993 1.44 0.1995 0.2013 0.2015 1.68 0.1996 0.2029 0.2029 1.92 0.2000 0.2038 0.2035 2.16 0.2001 0.2038 0.2040 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along D3 0.00 0.1952 0.1927 0.1926 0.24 0.1967 0.1930 0.1929 0.48 0.1976 0.1934 0.1953 0.72 0.1995 0.1968 0.1971 0.96 0.1997 0.1976 0.1977 1.20 0.1997 0.1982 0.1983 1.44 0.1996 0.2007 0.1987 1.68 0.1974 0.2025 0.1989 1.92 0.1956 0.2029 0.1973 2.16 0.1938 0.2034 0.1967 01 Dz D3 Maximum departure from best-fit straight line (in) 0.003 0.002 0.002 PASS or FAIL FAIL FAIL FAIL MP-203 L7-1-BH Final DimlogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-215 of 598
"'C(") ~= t1) ~ G):; a,:;o N ;::* _.tl) 0 c -Ill enS" Clinch River SMR Boring No. MP-203 ~:;o 6468-13-1072 Sample No. L7-1-BH t1)
"'C Sample Depth (ft) 70.6-71.1 0
~
~ _ End 1 Along oi--=::l End 1 Along 02 -----~E~n_d_1_A_I~o_n~g_0_3_________
- 0 2020 0.2100 -c---------=------- 0.2100 ~
""'(") 0.2050 +----------------=-.s;:,...--
- o 0.2050
- "".---
"P t ------- I 0.2000 0.2000 +----------:::oo~~;:::;.=------
.... 0.1990 ~ -- -- I
~ + ----
....~
- =~~I 0.1980
+ -----
~i981 0.1950 y=0.0086x+0.1874 0.1950 0.1900 'F-..::___________________
y = o.0067x + 0.1907 I o.197o .},---* 0.1900
"' 0.1960 +----~----.------.------.-------, 0.1850 +----~----.-----~---.,-----, 0.1850 +----~---~---~---.----~
0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 LSD 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 l l o.2ooo , _ _ E~d ~Along+01 I o.21oo End 2 Along 02 o.2o2o c End 2 Along 03 0.1980 0.2000 -
. 0.2050 -
--<~>----
.10.1960 t --;-------- -- - -.. -
--- ______ - 1 0.2000 - -.?----"':"'-~-~-------
Iv = -O.OOOSx + 0.198i I +
= I I 0.1950 1-~~.:.- lv o.oos6x+0.192j 0.1900 +----.,.----~---~----~-----,
0.00 0.50 LOO 1.50 2.00 2.50 050 1.00 1.50 2.00 2.50 Prepared by/Date: M.Hamilton 1/14/14 ~l:;ft ;:Jf?'fy Checked by/Date: t"'loL}c. l- Lk- 14
ame Dimension log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33} Project Name Clinch River SMR Tested by l. Dally J.f} j/;}7}/IJ Project No. 6468-13-1072 Date 111612014 Boring No. MP-203 Reviewed by N\{W_, Run No. NIA Date 1-G-b"-14 Sample No. L7-2-BCH Unit Weight (g/cm 3 ) 2.707 Sample Depth (ft) 98.9'-99.9' Unit Weight (lbs/ft') 1<69...e I ~ 'l /aJ ?"
- 4- Mass (g) 1051.20 Temp. (°F I 'C) 72.9 I 22.7 Moisture Cond. Laboratory Air Dry Specific Gravity 2.71 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231512312014
- Parallel Bars CLT-06261 512012014 V-B lock CLT -06251512012014 Scale CLT-03701 9/1812014 Displacement Gage CLT-07211 611712014 Steel Rule CLT-05561 911012014 Feeler Gage Set CLT-0557I 911712014 Square CLT-06221 512012014 Calipers CLT-02601 5/2112014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): .
Check that LAvG I DAvG = 2.0 to 2.5 L1 (In) End 1 5.25 L2 (in) 5.26 L3 (in) 5.28 L4 (in) 5.27 LAvG (in) 5.27 D1 (in) 2.39 D2 (in) 2.39 DAVG (in) 2.39 2 Area (in ) 4.49 3 Volume (in ) 23.7 LAvGIDAvG 2.2 End 2 PASS or FAIL PASS MP-203 L7-2-BCH DimlogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-217 of 598
Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-203 I Project No. I 6468-13-1072 Sample No. L?-2-BCH Sample Depth (ft) 98.9'-99.9' Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in . Max Gap (in) 0_.0_11_0_ _....... PASS
. , _ 1_ _ _
Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 1/230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0300 0.0350 Max Gap I LAvG 0.0066 FAIL MP-203 L?-2-BCH DimlogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-218 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-203 I Project No. I 6468-13-1072 Sample No. L7-2-BCH Sample Depth (ft) 98.9'-99.9' End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along D3 0.00 0.4211 0.4284 0.4216 0.24 0.4243 0.4318 0.4250 0.48 0.4284 0.4337 0.4287 0.72 0.4318 0.4357 0.4324 0.96 0.4357 0.4374 0.4359 1.20 0.4393 0.4390 0.4388 1.44 0.4422 0.4409 0.4423 1.68 0.4450 0.4419 0.4454 1.92 0.4473 0.4426 0.4474 2.16 0.4489 0.4428 0.4486 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along D3 0.00 0.4218 0.4306 0.4221 0.24 0.4244 . 0.4306 0.4245 0.48 0.4291 0.4333 0.4270 0.72 0.4332 0.4358 0.4311 0.96 0.4363 0.4374 0.4351 1.20 0.4391 0.4387 0.4385 1.44 0.4425 0.4402 0.4418 1.68 0.4458 0.4416 0.4448 1.92 0.4482 0.4429 0.4478 2.16 0.4488 0.4438 0.4488 D1 D2 Dg Maximum departure from best-fit straight line (in) 0.002 0.002 0.002 PASS or FAIL FAIL FAIL FAIL Maximum angular diff. between opposing best-fit lines (deg) MP-203 L7-2-BCH DimlogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-219 of 598
"'C(") ~= t1) ~ G):; a,:;o N ;::* Ntl) o"" 0 c -Ill enS" Clinch River SMR Boring No. MP-203 ~:;o 6468-13-1072 Sample No. L7-2-BCH t1)
"'C Sample Depth (ft) 98.9'-99.9' 0
~
~
r----- I End 1 Along 01 End 1 Along 02 1\ o.455o
- 0.4550 0.4500 "1 -
End 1 Along 03
""'(") 0.4500 +----------------::::;;,:?-~-- 0.4500 r--------------.,...,~--
I 0.4450 +-----------:;::~~""'------ OA450 -~
- o 0.4450 -~.
- -~
"P 0.4400 -!:------- 0.4400- -~-
........ 0.4350 ...~-
0.4300 f----::::~9"'-"------* 0.4350 f .- >"""
....~ 0.4250 +-~~;::.:::_ ______________ 0.4300 _$--
0.4300
"' 0.4200 ~=-=---~------r;;-:r;-;;:r;;:;;:;:o::;nt-- 0.4250 -~-
0.4150 +-----,----.-----'=;====;== '-----:- 0.425o t lv=o.oo67~ 0.4200 /?"- - lY 0.013x + 0.4225j 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 Ii o.46oo End 2 Along 01 I End 2 Along 02 End 2 Along 03 0.4500 .,---------=------- 0.4600 1
, I 0.4500 - 0.4450 -~
0.4400 ~ -- *- 0.4400 r -- ::2"-- - :=6¢2?~% 0.4300 " ---- - . 0.4300 -- :: - 0.4200 '.:::: -- 0.4300 r"""-~'-----------r-----~--
~ .
0.4200 ~ e* Iy O.Ol32x + 0.42261 0.4250
.. IY- o .*oo56x + o.43o4l o.4~oo ; !v- O.Ol33x + 0.42:18 [________,
0.00 0.50 1.00 ~.50 2.00 2.50 0.00 0.50 ~.00 ~.50 2.00 2.50 0.00 0.50 ~.00 ~.50 2.00 2.50 Prepared by/Date: Joey Daily J/JJ !/.J7/Jl.f Checked by]Date: fVllt-C !- "&b- ('-/
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Daily &£1 t'£17/fLI Project No. 6468-13-1072 Date 1/1612014 Boring No. MP-203 Reviewed by JY'Vtt:. Run No. NIA Date 1-U*IY 3 Sample No. L7-3-BH Unit Weight (g/cm ) 2.670 Sample Depth (ft) 121.7'-122.7' Unit Weight (ibs/ft 3
) 1-66-:-r- I"'1 ~- - 2~
Mass (g) 1067.60 Temp. (°F I "C) 72.6 I 22.6 Moisture Cond. Laboratory Air Dry Specific Gravity 2.68 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231512312014 Parallel Bars CLT-06261 5/20/2014 V-Biock CLT-06251512012014 Scale CLT-03701 911812014 Displacement Gage CLT-07211 611712014 Steel Rule CLT-05561 911012014 Feeler Gage Set CLT-05571 911712014 Square CLT-06221 512012014 Calipers CLT-02601 512112014
- Length/Diameter Ratio (ASTM 04543-08, Sections 7.2 and 10):
Check that LAvG I DAvG = 2.0 to 2.5 End 1 L1 (in) 5.40 L2 (in) 5.39 L3 (in) 5.38 L4 (in) 5.39 LAvG (in) 5.39 D 1 (in) 2.40 D2 (in) 2.39 DAVG (in) 2.40 4.52 24.4 2.2 End 2 PASS or FAIL PASS MP-203 L7-3-BH DimlogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-221 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-203 I Project No. I 6468-13-1072 Sample No. L7-3-BH Sample Depth (ft) 121.7'-122.7' Side Straightness (ASTM 04543-08. Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0150 PASS Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG Is less than or equal to 11230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0350 0.0160 Max Gap I LAvG 0.0065 FAIL MP-203 L7-3-BH DimLogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-222 of 598
ame n:*:. . ........ Dimension log for Intact Rock Cores 1.
... .... *:::::.: page.~.of 3.:*:: ;;* ...;::;;:.
ASTM 04543-08 (with deviations per SDDR-33} I Project Name I Clinch River SMR Boring No. MP-203 I Project No. I 6468-13-1072 Sample No. L?-3-BH Sample Depth (ft) 121.7'-122.7' End Flatness & Parallelism Tolerance (ASTM 04543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance (in) End 1 Along 0 1 End 1 Along D2 End 1 Along D3 0.00 0.5732 o.55.98 0.5693 0.24 0.5729 0.5611 0.5693 0.48 0.5718 0.5611 0.5689 0.72 0.5691 0.5611 0,5663 0.96 0.5658 0.5611 0.5650 1.20 0.5633 0.5611 0.5631 1.44 0.5607 0.5611 0.5615 1.68 0.5586 0.5612 0.5594 1.92 0.5545 0.5612 0.5575 2.16 0.5506 0.5612 0.5560 Distance (in) End 2 Along 0 1 End 2 Along 0 2 End 2 Along 0 3 0.00 0.5728 0.5586 0.5675 0.24 0.5730 0.5595 0.5675 0.48 0.5716 0.5602 0.5673 0.72 0.5707 0.5613 0.5658 0.96 0.5683 0.5613 0.5646 1.20 0.5657 0.5613 0.5630 1.44 0.5633 0.5614 0.5612 1.68 0.5607 0.5614 0.5590 1.92 0.5578 0.5614 0.5569 2.16 0.5546 0.5614 0.5551 Dl 02 03 Maximum departure from best-fit straight line (in) 0~003 0.001 0.002 PASS or FAIL FAIL PASS FAIL Maximum angular diff. between opposing best-fit lines (deg) MP-203 L7-3*BH DlmLogSV D4543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-223 of 598
"'C(") ~= t1) ~ G):; a,:;o N ;::* Ntl) 0 c -Ill enS" Clinch River SMR Boring No. MP-203 ~:;o 6468-13-1072 Sample No. L7-3-BH t1)
"'C Sample Depth (ft) 121.7'-122.7' 0
~
~ End 1 Along 01 End 1 Along 02
- 0.5800 - , : - - - - - - - - - * :.__ _ _ _ __ o.575o -r- End 1 Along 03 0.5630 " - - - - - --=---------
""'(") 0.56251===
- o 0.5700 0.5700 r~~~~;
- ~--------------
0.5750 1"~~-
"P
.... 0.5650 ~ t 0.5650 y----:::..:,~~~:::::::a:-:::-----======-
........ 0.5600 1:----------~~~~~~~~-----
....~ ~~:::~~~ I 05500 0.5550 r-----r.~~========~~--~ ~~~---
"' ; Jv=*0.0108x+0.5757[ 0.5595 f Jy = 0.0003x + 0.5606
- 0.5500 Jv=~.0067x+0.57o9 J jEPB_& :e&r---
0.5450F ' ' ' 0.5590 -fe'----~---~--~=io====~~!._-~ II o.oo o.so 1.oo 1.so 2.oo .0.00 0.50 1.00 1.50 . II 2.5o J 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 End 2 Along 02 End 2 Along 03 0.5640 -,:----------=------- 0.5750 1 0.5630 -- 0.5700 {~~~---------------------- 0.5620 to:= -- 0.5610 -- :-~ ~* o.s6oo E -~ 0.5600 l::~r::~
~
05550 }- .... I o.s55o -- ! 0.5590 ---- Jy-0.001lx+0.5596[
!
- tE~JI~v~=~~~~~o~~~x~+~0~.5~75~4~1_ _ _, __ _~----, ~
= ----- I E Jy=~.0061x+0.5694J '
II o.s5oo -t 0.5580 0.5500 I 1 o.oo o.so 1.00 1.so 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 II o.oo o.so 1.00 1.5o 2.oo 2.so Prepared by/Date: Joey Daily jM} 1/;}7/1'/ Checked by/Date: (1"/tc.- I/'lJs, - fl../
Dimension Log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR-33) j.~ !l5i,;l,l 11-1U qzct Illf Project Name Clinch River SMR Tested by J. Daily I M. Hamilton Project No. 6468-13-1072 Date 1/22/2014 Boring No. MP-205 Reviewed by T. Landis /.';til I rr Run No. NIA Date 112912014 3 Sample No, L3-32-BH Unit Weight {g/cm ) 2.681 Sample Depth (ft) 72.7-73.5 Unit Weight {Jbs/ft 3
) ~~t/Q1 ..~.~ Mass (g) 426.08 Temp. {°F I 'C) 73.7 I 23.2 Moisture Cond. Laboratory Air Dry Specific Gravity 2.69 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-0623/5123/2014 Parallel Bars . CLT-0626/5/20/2014 V-Biock CLT-0625/5120/2014 Scale CLT-0370/9118/2014 Displacement Gage CLT-0721/6/17/2014 Steel Rule CLT-0556/9/10/2014 Feeler Gage Set CLT-0557/9/17/2014 Square CLT-0622/5/20/2014 Calipers CLT-0260/5/21/2014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10):
Check that LAvG I DAvG =2.0 to 2.5 3.96 End 1 L1 (in) L2 (in) 3.96 L3 {in) 3.96 L4 (in) 3.96 LAVG (in) 3.96 D1 (in) 1.76 Dz (in) 1.77 DAvG (in) 1.77 2 Area {ln ) 2.46 3 Volume (in ) 9.7 LAvG/DAvG 2.2 End 2 PASS or FAIL PASS MP-205 L3-32-BH DimlogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-225 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-205 I Project No. I 6468-13-1072 Sample No. L3-32-BH Sample Depth (ft) 72.7-73.5 Side Straightness (ASTM 04543-08, Section 9.1.1. Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap {in) 0.0220 FAIL Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230::: 0.0043. At End 1 At End 2 Maximum Gap (in) 0.0100 0.0090 Max Gap I LAvG 0.0025 PASS MP-205 L3-32-BH DimlogSV D4543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-226 of 598
ame Dimension log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-205 I Project No. I 6468-13-1072 Sample No. L3-32-BH Sample Depth (ft) 72.7-73.5 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along D3 0.00 0.2014 0.1967 0.2008 0.18 0.2020 0.1967 0.2009 0.36 0.2012 0.1967 0.2003 0.54 0.2003 0.1967 0.1994 0.72 0.1989 0.1967 0.1985 0.90 0.1983 0.1967 0.1982 1.08 0.1975 0.1967 0.1977 1.26 0.1973 0.1967 0.1976 1.44 0.1973 0.1967 0.1976 1.62 0.1973 0.1967 0.1976 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along D3 0.00 0.1987 0.2013 0.1982 0.18 0.1987 0.2013 0.1982 0.36 0.1987 0.2006 0.1982 0.54 0.1987 0.1994 0.1982 0.72 0.1987 0.1993 0.1985 0.90 0.1990 0.1993 0.1988 1.08 0.1990 0.1993 0.1988 1.26 0.1990 0.1993 0.1988 1.44 0.1990 0.1993 0.1989 1.62 0.1990 0.1993 0.1989 D1 Dz D3 Maximum departure from best-fit straight line (in) 0.001 0.001 0.001 PASS or FAIL PASS PASS PASS Maximum angular diff. between opposing best-fit lines (deg) MP-205 L3-32-BH DimLogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-227 of 598
"'C(") ~= t1) ~ G):; a,:;o N ;::* Ntl) co"" 0 c -Ill enS" Clinch River SMR Boring No. MP-205 ~:;o t1) 6468-13-1072 Sample No. L3-32-BH
"'C 0 Sample Depth (ft) 72.7-73.5
~
~ ------ End 1 Along Dl - -~~
- End 1 Along D2 ,------- End 1 Along D3 0.2040 -r-------*------ 0.1980 T" . 02030 ~---------~----------
""'(")
I ~-~--------------------~-- 0.2020 - E . * - - - - - - - - - - - - - - - - - - - - - - I 1- - - -
- o 0.2020~...__
0.2010 :___-; - - - - - !'
"P
.... 0.2000 -' ---- * -- -
........ 02000E~~~~~ ::::: 1t $ $ $ $ @ $ $ $ $ 0.1990 ---- -~ 'I 0.1965 ---!! .,-_..___
+--------------------
---=---:-""-'----- ----
....~ 0.1980- ----"! ~ + '
0.1980 0.1960 ~----,;*=~~~~~Q 0.1970 - _ 0.1960 -f'-_-- __* __ ~v_=~2~~~: ~.1967 \ - -
"' 0.1960 f-------l_v -0.0024x + 0.2008 - - --
I 0.1955 . ' ' 0.1950 ' 0.00 0.50 1.00 1.50 2.00 0.00 0.50 1.00 1.50 2.00 ~ ~ ~ ~ ~I o.2oos End 2 Along D1 End 2 Along 02 o.2o1o End 2 Along D3 02030 02000 1:~~~~:=~~~~~==~----~--- 02020 0.2000* ~ ------- -- 0.1995 r-------------- ---- 0.2010 0.1990 ;=- -- - -- -- - - - - - 0.2000 ~:I=*. $.
*~ .... * .. :*,..,.. 0.1990 - + 0.1980 f -------- .
_ --- __ J!=0.0003x+0.1986~
- o.1970 &- ---------
0.1980 I t 1y = o.ooo5x+ 0.19811 1 f ---------, 0.1970 0.1960 ,. 0.00 0.50 1.00 1.50 2.00 0.00 0.50 1.00 1.50 2.00 0.00 0.50 1.00 < 1.50 2.00 I t1q/N "'-# ~~~ Prepared by/Date: . Daily I M. Hamilton 1/22/14 Checked by/Date: T. Landis 1/2iJ/14 4*/zcth-4
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Daily AS JLn/JI/ Project No. 6468-13-1072 Date 1/14/2014 Boring No. MP-205 Reviewed by m ,4-t:- Run No. N/A Date I~U~It.J 3 Sample No. L7-4-BH Unit Weight (g/cm ) 2.706 Sample Depth {ft) 76.0'-77.0' Unit Weight (lbs/fe) 1:&&.-9-> 161 #~?- Mass (g) 1072.91 Temp. {°F I *q 71.2 I 21.8 Moisture Cond. Laboratory Air Dry Specific Gravity 2.71 Equipment ID No./ Calibration Due Equipment ID No./ Calibration Due Support Surface CLT "0623/5/23/2014 Parallel Bars CLT-0626/5/20/2014 V-B lock CLT-0625/5/20/2014 Scale CLT-0370/9/18/2014 Displacement Gage CLT-0721/6/17/2014 Steel Rule CLT-0556/9/10/2014 Feeler Gage Set CLT-0557/9/17/2014 Square CLT-0622/5/20/2014 Calipers CLT-0260/ 5/21/2014 length/Diameter Ratio (ASTM 04543*08, Sections 7.2 and 10): Check that LAvG I DAvG = 2.0 to 2.5 End 1 l1 (in) 5.35 Lz (in) 5.36 l 3 {in) 5.35 l 4 {in) 5.35 LAvG {in) 5.35 D1 {in) 2.40 D2{in) 2.40 Lz DAvG {in) 2.40 2 Area {in ) 4.52 Volume {in 3) 24.2 LAvG/DAvG 2.2 End 2 PASS or FAIL PASS MP-205 L7-4-BH DimlogSV D4543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-229 of 598
Dimension Log for Intact Rock Cores >**':*.:*::::;:** "**
**.****p*********"*'
. age. z********f
? ...*....
3.,.,:...*...:.:.*"'*'*' *",*.'**. . '*. '.*' *.* .,'.*.,'*.*.'.**.*,j_ ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-205 I Project No. I 6468-13-1072 Sample No. L7-4-BH Sample Depth (ft) 76.0'-77.0' Side Straightness IASTM 04543-08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0120 PASS Perpendicularity IASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0250 0.0320 Max Gap I LAvG 0.0060 FAIL MP-205 L7-4-BH DimLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP.1112.16 Page G.S-230 of 598
Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33} l Project Name I Clinch River SMR Boring No. MP-205 I Project No. I 6468-13-1072 Sample No. L7*4-BH Sample Depth (ft) 76.0'-77.0' End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25', Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along D3 0.00 0.3833 0.3842 0.3847 0.24 0.3854 0.3842 0.3873 0.48 0.3876 0.3858 0.3873 0.72 0.3881 0.3872 0.3876 0.96 0.3903 0.3901 0.3897 1.20 0.3904 0.3917 0.3906 1.44 0.3904 0.3917 0.3906 1.68 0.3884 0.3917 0.3898 1.92 0.3861 0.3910 0.3872 2.16 0.3861 0.3901 0.3856 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along 0 3 0.00 0.3841 0.3890 0.3825 0.24 0.3856 0.3890 0.3841 0.48 0.3872 0.3890 0.3857 0.72 0.3882 0.3890 0.3874 0.96 0.3890 0.3894 0.3886 1.20 0.3895 0.3896 0.3895 1.44 0.3899 0.3897 0.3898 1.68 0.3900 0.3897 0.3899 1.92 0.3900 0.3897 0.3899 2.16 0.3887 0.3869 0.3892 01 02 Da Maximum departure from best-fit straight line (in) 0.003 0,003 0.003 PASS or FAIL FAIL FAIL FAIL Maximum angular diff. between opposing best-fit lines (deg) MP-205 L7-4-BH DimLogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-231 of 598
"'C(") ~= t1) ~ G):; a,:;o N ;::* wtl) N"" 0 c -Ill enS" Clinch River SMR Boring No. MP-205 ~:;o 6468-13-1072 Sample No. l7-4-BH t1)
"'C Sample Depth (ft) 76.0'-77.0' 0
~
~ End 1 Along 01 o.3s6o End 1 Along 02
- :::: ~ Al~ng.D3
""'(") 03940 t---------------~---
L---~-*- ... --- !
*
- 03920 ----;. 0.389() * --~------ - -
- o "P
~l 03900 ___ :Y~,.._-- 0.3880 ----------
.... 03880 0.3860 ----~---
....~ 0.3860 0.3840 !:-----"-+ -- IY o.oo37x+0.3s48[
0.3850 t r \Y o.0008x+0.3872\
"' 0.3820 +----...----...-----.-----.----- 0.3840 .
"'===*~
0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 ______E~n~d~2~A~Io~n~g~O_l~------- o. r ____ En_d_2 End 2 Along 03
~
o.3s4o 3910 Along 02 0.3940 1 --....-..=:~....-- 0.3920 - - - :.::.: -----;;->' *-- 03900 1-----------.. * + * .-- 0.3920 t----- - ~- _v-- + 0.3900 . * --,.._::_:::; --- - - 0.3900 t A 0.3890 $ 0 $ 03880 _ .... --*---------- - - - - - -
- 0.3880 t ----------- 0.3880 f --~--::--
0:3860 ==~------ ' - - 0.3860 ~---- 0.3840 y- 0.0023x + 0.3857 0.3870 ~ .. 0.3840 ~ _- + -- Iy _ o.0033x + 0.38410] 0.3820 0.3860 +,~I=Y===~=.o~oo=~==+=0.=38=9~3~1--~---~- 0.3820 + ~.~---~r-------.---~~---~-~---, 0.00 050 1.00 1.50 2.00 2.50 0.00 0.50 1.00 150 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 Prepared by/Date: Joey Daily fl/J 1/;J?}!l/ Checked by/Date: ~ I- Z,b - I L.{
ame Dimension log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) rtf _1:/ru;,; Ik,(l 1/5-/ft( Project Name Clinch River SMR Tested by M. Hamilton I J. Dally Project No. 6468-13-1072 Date 112812014 Boring No. MP-20S Reviewed by T. Landis 411 Run No. NIA Date 112912014 3 Sample No. L3-35-BG Unit Weight (g/cm ) 2.701 Sample Depth (ft) 144.7-145.5 Unit Weight (lbslft 3
) ,1,6&:6({Pcf ~.J.-7*
Mass (g) 1062.20 Temp. (°F I *c) 72.4 I 22.4 Moisture Cond. Laboratory Air Dry Spe.cific Gravity 2.71 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231 512312014 Parallel Bars CLT-06261 512012014 V-B lock CLT-06251 512012014 Scale CLT-03701 911812014 Displacement Gage CLT-07211 6/1712014 Steel Rule CLT-05561 911012014 Feeler Gage Set CLT-05571 911712014 Square CLT-06221 512012014 Calipers CLT-02601 512112014 Length/Diameter Ratio (ASTM 04543-08, Sections 7.2 and 10): Check that LAvG I DAvG = 2.0 to 2.5 L1 (in) 5.31 End 1 L2 (in) 5.31 L3 (in) 5.32 L4 (in) 5.31 LAVG (in) 5.31 D1 (in) 2.40 D2 (in) 2.40 DAVG (in) 2.40 4.52 24.0 2.2 End 2 PASS or FAIL PASS MP-205 L3-35-BG DimlogSV D4543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-233 of 598
Dimension log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-205 I Project No. I 6468-13-1072 Sample No. L3-35-BG Sample Depth (ft) 144.7-145.5 Side Straightness (ASTM D4543-08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0250 FAIL Perpendicularity (ASTM D4543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230 = 0.0043. At End 1 At End 2 Maximum Gap (in) 0.0160 0.011.0 Max Gap I LAvG 0.0030 PASS MP-205 L3-35-BG DimLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-234 of 598
ame Dimension log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-205 I Project No. I 6468-13-1072 Sample No. L3-35-BG Sample Depth (ft) 144.7-145.5 End Flatness & Parallelism Tolerance IASTM 04543-08. Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.2s*. Distance (in) End 1 Along Dl End 1 Along 0 2 End 1 Along 0 3 0.00 0.3151 0.3182 0.3196 0.24 0.3180 0.3184 0.3196 0.48 0.3182 0.3186 0.3196 0.72 0.3185 0.3188 0.3196 0.96 0.3185 0.3188 0.3196 1.20 0.3185 0.3188 0.3196 1.44 0.3185 0.3188 0.3194 1.68 0.3185 0.3183 0.3189 1.92 0.3i84 0.3175 0.3178 2.16 0.3175 0.3163 0.3163 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along D3 0.00 0.3165 0.3164 0.3171 0.24 0.3165 0.3164 0.3172 0.48 0.3171 0.3169 0.3177 0.72 0.3176 0.3178 0.3180 0.96 0.3180 0.3181 0.3180 1.20 0.3180 0.3181 0.3180 1.44 0.3180 0.3181 0.3180 1.68 0.3180 0.3181 0.3180 1.92 0.3176 0.3177 0.3178 2.16 0.3159 0.3162 0.3166 01 Dz Ds Maximum departure from best-fit straight line (in) 0.002 0.002 0.001 PASS or FAIL FAIL FAIL PASS MP-205 L3-35-BG DimLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-235 of 598
"'C(") ~= t1) ~ G):; a,:;tJ N ;::* wtl) 0 c -Ill enS" Clinch River SMR Boring No. MP-205 ~:;o 6468-13-1072 t1) Sample No. L3-35-BG
"'C 0 Sample Depth (ft) 144.7-145.5
~
- ---~-------------
~ End 1 Along 01
- End 1 Along 02 End 1 Along 03 0.3200 ----- -* 0.3220 1
""'(") ---- 0.3210~
0.3190 0.3200 ~ 0.3210 J:-
- o 1
- _ ------.--.. ~
"P 0.3180 ~ 0.3200
.... ~ -- - - - - - - - - *
........ 0.3170 t- ----------- 03=~*~ 0.3:190 -r--*~ - =-*--*---- * - 4-0.3160
....~ 0.3180 -
0.3180 0.3150 0.3170 -
***~=-*-----
=-----... -- o.s170 "[ __
"' *'~~--------T~y~-::;0_-;::0;;;00:;::7;:;x-:;:+-;;0--;.3;-1;:73lil_ _ __ £---------------
lv=-O.ooo6x+0.3189 J + Iy = -{l.0012x + 0.3203 1
- 0.3140 +----~---~__::==:;=:===:;'-----~ 03160 - . 0.3160
' ' ' ' I. .
0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 1 0.00 0.50 1.00 1.50 2.00 2.50 1 0..3190--.:- End 2 Along 01 o.319o End 2 Along 02 r o.319o " End 2 Along 03
------ 0.3185
- ---- - - 0.3180 f - - -:..=-* - ~~-'IlL-'*'---
r--------- _____________ _
* * * * ... _.---+----- 0.3180 l ~ *
- 0.3170 - .M= *
(f.31.70 1 0.3170 t~_.::__ 0.3165 ~ -- ~ -- .. _________~ 0.3160 --- Jy=0.0004x+0.317j 1 0.3165 03160 0.3155 s-..
~ - ----~~::.0~0~+0.31711------..
+----,---_:_..'::':;:== =:::;::=='---,-----, 0.3150
~ ~- 03160 r
lv=3E-05x+0.3176J------
- 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50
;1;;1 -0'¢'1 ].}Jrc-.h....,Y:s,-o;,,.vr------
Prepared by/Date: M. Hamilton f J. Daily 1/28/14 Checked by/Date: T. Landis 1/29/14 .4_~14
ame Dimension log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Jf:Wt>o/~1./ .11\.ft tLZ' I,q Project Name Clinch River SMR Tested by J. Dally I M. Hamilton Project No .. 6468-13*1072 Date 1/22/2014 Boring No. MP-205 Reviewed by T. Landis ..--ldll~ Run No. N/A Date 1/29/2014 Sample No. L3-36-BCH Unit Weight (g/cma) 2.697 Sample Depth (ft) 162.6-163.4 Unit Weight (ibs/fe) -9:6&.4 \lP-8 f)~:.~ Mass (g) 415.49 Temp. (°F t*C) 73.8 I 23.2 Moisture Cond. Laboratory Air Dry Specific Gravity 2.70 Equipment ID No./ Calibration Due Equipment ID No./ Calibration Due Support Surface CLT-0623/ 5/23/2014 Parallel Bars CLT-0626/ 5/20/2014 V-Biock CLT-0625/ 5/20/2014 Scale CLT-0370/ 9/18/2014 Displacement Gage CLT-0721/ 6/17/2014 Steel Rule CLT-0556/ 9/10/2014 Feeler Gage Set CLT-0557I 9/17/2014 Square CLT-0622/ 5/20/2014 Calipers CLT-0260/ 5/21/2014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAvG I DAvG = 2.0 to 2.5 End 1 L1 (in) 3.85 L2 (in) 3.86 Ls (in) 3.85 L4 (in) 3.86 LAVG (in) 3.86 D1 (in) 1.76 Dz (in) 1.76 DAVG (in) 1.76 2 Area (in ) 2.43 3 Volume (in ) 9.4 LAvG/DAVG 2.2 End 2 PASS or FAIL PASS MP-205 L3-36-BCH DimLogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-237 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-205 I Project No. I 6468-13-1072 Sample No. L3-36-BCH Sample Depth (ft) 162.6-163.4 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0070 PASS Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0030 0.0030 Max Gap I LAvG 0.0008 I PASS MP-205 L3-36-BCH DimlogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-238 of 598
ame Dimension ~og for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-205 I Project No. I 6468-13-1072 Sample No. L3-36-BCH Sample Depth (ft) 162.6-163.4 End Flatness & Parallelism Tolerance (ASTM 04543-08, Section 9.2.2, Procedu're FP2): Check that flatness does not depart from best-fit straight line by more than 0,001 in. Check that maximum angular difference between opposing best-fit straight lines is no' more than 0.25'. Distance (in) End 1 Along D1 End 1 Along 0 2 End 1 Along 0 3 0.00 0.0885 0.0961 0.0949 0.18 0.0901 0.0963 0.0954 0.36 0.0921 0.0963 0.0954 0.54 0.0926 0.0963 0.0954 0.72 0.0927 0.0955 0.0950 0.90' 0.0928 0.0944 0.0944 1.08 0.0929 0.0932 0.0941 1.26 0.0930 0.0921 0.0939 1.44 0.0934 0.0912 0.0935 1.62 0.0934 0.0914 0.0932 Distance (in) End 2 Along 0 1 End 2 Along D2 End 2 Along D3 o.oo 0.0894 0.0949 0.0924 0.18 0.0898 0.0954 0.0921 0.36 0.0913 0.0935 0.0920 0.54 0.0925 0.0935 0.0920 0.72 0.0935 0.0935 0.0931 0.90 0.0938 0.0938 0.0937 1.08 0.0940 0.0943 0.0945 1.26 0.0941 0.0949 0.0951 1.44 0.0941 0.0951 0.0954 1.62 0.0941 0.0915 0.0908 01 02 Og Maximum departure from best-fit straight line (in) 0.002 0.002 0.003 PASS or FAIL FAIL FAIL FAIL Maximum angular diff. between opposing best-fit lines (deg PASS or FAIL MP-205 L3-36-BCH DimLogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-239 of 598
"'C(") ~= t1) ~ G):; a,:;o N ;::* ""'tl) o"" 0 c -Ill enS" Clinch River SMR Boring No. MP-205 ~:;o t1) 6468-13-1072 Sample No. 13-36-BCH
"'C 0 Sample Depth (ft) 162.6-163.4
~
~
- _ -.:-_ _ _ E_nd_1_A __Io_n~g:..D_2
_ _ _ __ End 1 Along D3 0 1000 0.0970 -,---------=--------
""'(")
- o
~~: f EndlAiongD~----=l 0.0980 * . -- - --- 0.0960 ------ -
"P t---....::" A; '":.=:lb. -
.... 0.0960 ------~-*--- 0.0950 -
0.0940 ------- _;:::-,-~-~--=-~--- 0.0940 -- - 0.0900
....~ -~~* f-- ----------- - 0.0920 - - -4tt.~
t---- 0.0930 --
"' <t lv= o.0024x+ o.0902 j o.o9oo !v=*0.0037x+0.0973j 0.0880 +-----~----~-----.-----~ 0.0880 0.0920 +
r__~J=v===.()=.o=o~L=4x=+=O=.o=9=5=6~!~-------~-~-~----~ 0.00 0.50 1.00 1.50 2.00 0.00 0.50 1.00 1.50 2.00 0.00 0.50 1.00 1.50 2.00
*****-- End 2 Along Dl Jl
~-:_o96o _ _ End 2 Along D2 . - o.o9Go ,
I 0.0980 ,-----------=-------- End 2 Along 03
> ... +
0.0960 l- 1 0.0950 ~ --*------- f I 0.0940 . - 1"00~~ --+ -------- : 0.0940 o.o94o f 1 t-:::=---- .=-=--""~ 0.0930~*~ 0.0920 , 1 0.0920
.-~:z: --- s ~ ----------
I 0.0900 t-- y= 0.0031X + 0.0902 I 0.0920 ry=.().0008x+0.0947j 0.0910 ~- -- - - 1v o.oo1:1x + o.09221 *
* ' 0.0910 ' 0.0900 l 0.0880 I 0.00 0.50 1.00 1.50 2.00 0.00 0.50
. 2.00
~"~----;:====:;===---...,.__:__:_____,
I 1.00 1.50 0.00 0.50 1.00 1.50 2.00 Prepared by/Date: J* l..'<u*y 1 *v*. **oumLMJI .J-JL..L..J .......... Checked by/Date: T. Landis 1/29/14 ~ i /2~ /I "f-
. I
ame Dimension log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR-33) lfi11~Lfd lt1ff 1/t!t/lt.f Project Name Clinch River SMR Tested by J. Dally I M. Hamilton Project N,o. 6468-13-1072 Date 112212014 Boring No. MP-205 Reviewed by T. Landis _6f:C,f Run No. NIA Date 112912014 Sample No. L3-37-BH Unit Weight (g/cm 3 ) 2.693 Sample Depth (ft) 208.5-209.0 Unit Weight (lbs/ft 3
) 46&.-1-/tb/!J ~-zr Mass (g) 436.91 Temp. (°F I 'C) 73.1 I 22.8 Moisture Cond. Laboratory Air Dry Specific Gravity 2.70 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231 512312014 Parallel Bars CLT-06261 512012014 V-Biock CLT-06251 512012014 Scale CLT-03701 911812014 Displacement Gage CLT-07211 611712014 Steel Rule CLT-05561 911012014 Feeler Gage Set CLT-05571 911712014 Square CLT-06221 512012014 Calipers CLT-02601 512112014 Length/Diame ter Ratio (ASTM D4543-08, Sections 7.2 and 10):
Check that lAvG I DAvG =2.0 to 2.5
- L1 (in) 4.10 End 1 L2 (in) 4.09 L3 (in) 4.10 l 4 (In) 4.10 LAVG (in) 4.10 D1 (in) 1.75 D2 (in) 1.75 DAVG (in) 1.75 2
Area (in ) 2.41 Volume (in 3) 9.9 LAvG/DAvG 2.3 PASS or FAIL PASS End 2 MP-205 L3-37-BH DimLogSV 04543-08 R1.x/sx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-241 of 598
ame Dimension log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-205 I Project No. I 6468-13-1072 Sample No. L3-37-BH Sample Depth (ft) 208.5-209.0 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0180 PASS Perpendicularity (ASTM 04543-08, Section 9.3.2. Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0140 0.0140 Max Gap I LAvG 0.0034 PASS* MP-205 L3-37-BH DimLogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-242 of 598
ame Dimension log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-205 I Project No. I 6468-13-1072 Sample No, L3-37-BH Sample Depth (ft) 208.5-209.0 End Flatness & Parallelism Tolerance (ASTM 04543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25°, Distance (in) End 1 Along 0 1 End 1 Along 0 2 End 1 Along 0 3 0.00 0.3376 0.3367 0.3380 0,18 0.3376 0.3371 0.3380 0,36 0.3376 0.3376 0.3380 0.54 0.3376 0.3376 0.3380 0.72 0.3376 0.3376 0.3380 0.90 0.3376 0.3376 0.3380 1.08 0.3376 0.3377 0.3380 1.26 0.3376 0.3370 0.3380 1.44 0.3376 0.3356 0.3369 1.62 0.3376 0.3340 0.3337 Distance (in) End 2 Along 0 1 End 2 Along 0 2 End 2 Along 0 3 0.00 0.3377 0.3364 0.3364 0.18 0.3377 0.3373 0.3372 0.36 0.3377 0.3393 0.3376 0.54 0.3377 0.3393 0.3376 0.72. 0.3378 0.3393 0.3376 0.90 0.3379 0.3392 0.3379 1.08 0.3379 0.3386 0.3379
' 1.26 0.3379 0.3378 0.3379 1.44 0.3379 0.3349 0.3376 1.62 0.3377 0.3336 0.3357 01 Dz Og Maximum departure from best-fit straight line (in) 0.000 0.003 0.002 PASS or FAIL PASS FAIL FAIL Maximum angular diff. between opposing best*fit lines (deg)
MP-205 L3*37-BH DimLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-243 of 598
"'C(") ~= t1) ~ G):; a,:;o N ;::* ""'tl) 0 c -Ill enS" Oinch RiverSMR Boring No. MP-205 ~:;o t1) 6468-13-1072 Sample No. L3-37-BH
"'C 0 Sample Depth (ft) 208.5-209.0
~
r-------------------------------- -----------*-----c
~
- End 1 Along 01 End 1 Along 02 End 1 Along 03 0.3400 0.3410
""'(") 03390 l-------:.------------------ 0.3390 ------
- o 03385 ' ~~
- ~~ -~'k§_--------~---_--_-_-_-_-_-_--_-_ _______;_____
0.3380- --- -
"P
.... 0.3380
~
+------------------------- 0.3370 ~ ¢> *--<!: ____ _
- 0.3380 ---- ~ ~------
........ 0.3360 --------- 03370 . -- ------- ~='--------
0.3375 e * * ~ * * * * +
....~ f 0.3350
----=- -
~::::~ - -------
"' 03370 _j~-~E-16x+O~~s\_ _ 0.3340 -------1 y = -O.OG13x + 0.3379 ().3340 Jy -0.0016x + 0.33871
- 0.3365 0.3330 -f------------~-------~-----
l __ 0.00 050 1.00 1.50 200 0.00 0.50 1.00 2.50 ().3330 2.00 0.00 0.50 1.00 1.50 200 End 2 Along 01 _ -.:--_ _ _ E_n:.::.d:.._2:::....:..A::.:.Io.=...:..:n~g-=0:.._2_____ End 2 Along 03 0 3420 0.3385 " 0.3390 1------------------------ - r 0.3385 ~ OTIW~ * +. 0.3400 -~~...--~--! __.- 0.3375 !,___Q, *
- o.33so L + + +~ "'
~ * * * * + 0.3380
~======----*~==::::::::::==
- .... - - - - - - - - - - - - =-------------=--~=:-~=
. ,. ---- 0.3370 ~ ..
0.3375 ~t-------;::::=====::;------- 0.3360 *- _-___ ---- ---.--- 0.3370 t \y = O.OOOlx + 0.3377\ 0.3365 ~ - ----------- 0.3340 .f=ly=-D.0017X+0.339\ *
+* . 0.3360 t \v=-3E-D5x+0.33741 0.3365 ~------------------- - -
0.3355 c .. 0.3320 . 2.00 1 0.00 0.50 1.00 1.50 2.00 0.00 0.50 1.00 1.50 0.00 0.50 1.00 1.50 2.00
'1/!>o(l'f IJrl t/Z'f /tlf Prepared by/Date:' J_ Daily I M_ Hamilton 1/22/14 Checked by/Date: T.Landis 1/29/14 /j;l 1/Z'T/J.tf.
I
ame Dimension Log for Intact Rock Cores ASTM 04543*08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Dally OJ~ tlqi!Lf Project No. 6468-13-:1072 Date 12118/2013 Boring No. MP-206 Reviewed by /'lrl-Run No. NIA Date I w9 ~ 14 Sample No. L2-18-B Unit Weight (g/cm"3) 2.691 Sample Depth {ft) 57.7-58.9 Unit Weight (lbs/ft"3) -:1:6fr.6-I{P~ jD:JA Mass (g) 1049.40 Temp. °F/ 'C 73.ol 22.8 Moisture Cond. Laboratory Air Dry Specific Gravity 2.70 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-062315/2312014 Parallel Bars CLT-0626/ 5/20/2014 V-Biock CLT-0625/5/20/2014 Scale CLT-0370/9118/2014 Displacement Gage CLT-0721/ 6/17/2014 Steel Rule CLT-0556/ 9110/2014 Feeler Gage Set CLT-0557I 9/17/2014 Square CLT-0622/ 5/20/2014 Calipers CLT-0260/ 5/21/2014 Length/Diameter Ratio (ASTM D4543*08, Sections 7.2 and 10): Check that LAvG I DAVG =2.0 to 2.5 5.28 End 1 L1 {In) L2 {in) 5.29 L3 {In) 5.29 L4 {In) 5.28 LAVG (in) 5.29 D1 {in) 2.39 D2 {In) 2.39 DAVG (in) 2.39 4.49 I 23.8 I
~ --f-2.2 1 "
End 2 PASS or FAIL PASS L2-18-B AS Dim log Rock Cores_,RO plane comparison Si temp and density.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-245 of 598
Dimension Log for Intact Rocl< Cores ASTM D4543M08 (with deviations per SDDR-33) I ProJect Name I Clinch River SMR Boring No. MP-206 I ProJect No. I 6468-13-1072 Sample No. L2-18-B Sample Depth (ft) 57.7-58,9 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0250 FAIL Section 9.3.2, Procedure P2 (RMC 3*27-2012) Perpendicularity (ASTM 04543-08,-Seetiel'l 9,3,1, Preeeelwre Pll: Check that Max Gap I lAVG is less than or equal to 11230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0100 0.0150 Max Gap I lAvG 0.0028 PASS L2-18-B AS Dim log Rock Cores_RO plane comparison Sl temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-246 of 598
ame Dimension log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-206 I Project No. I 6468-13-1072 Sample No. L2-18-B Sample Depth (ft) 57.7-58.9 End Flatness & Parallelism Tolerance (ASTM D4543*08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines Is no more than 0.2s*. Distance (In) End 1 Along D1 End 1 Along D2 End 1 Along D3 0.00 0.3088 0.3090 0.3113 0.24 0.3095 0.3090 0.3119 0.48 0.3106 0.3090 0.3130 0,72 0.3108 0.3087 0.3131 0,96 0.3115 0.3079 0.3131 1.20 0.3116 0.3072 0.3115 1.44 0.3115 0.3063 0.3122 1.68 0.3115 0.3049 0.3123 1.92 0.3115 0.3027 0.3123 2.16 0.3115 0.3012 0.3120 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along D3 o.oo 0.3099 0.3156 0.3064 0.24 0.3098 0.3156 0.3071 0.48 0.3098 0.3156 0.3090 0.72 0.3098 0.3155 0.3097 0.96 0,3098 0.3140 0.3104 1.20 0.3107 0.3127 0.3106 1.44 0.3127 0.3120* 0.3118 1.68 0.3130 0.3110 0.3118 1.92 0.3133 0.3102 0.3118 2.16 0.3138 0.3092 0.3118 D1 Dz Ds Maximum departure from best-fit straight line (in) 0.001 0.001 0.001 PASS or FAIL PASS PASS PASS L2-18-B AS Dlmlog Rock Cores_RO plane comparison Sl temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-247 of 598
"'C(") ~= t1) ~ G):; a,:;o N ;::* ""'tl) co"" 0 c -Ill enS" Project Name Oinch River SMR Boring No. MP-206 ~:;o Project No. 6468--13-1072 Sample No. L2-18-B t1)
"'C sample Depth [ftJ 57.7-58.9 0
~
~ End 1 Along 02
- l1 o.s140 , End 1 Along 01 - End 1 Along 03 0.3120 ~------------------~----------------
""'(") I o.313o i~t--------------~ 0.3100 ---- -
l
- o i 0.3120 ~ -------- --~ .
- --- o.s140 ~-----.---... ---¥"-------------- I "P 0.3080 """ - --:----- * -- -
.... 0.3060
-- ~--.
- - - --:------ - - .,., - 0.3120
........ .0.3110 :-c::*~; r~-----------~ $___e__ ! !
0.3100 ---~--- l ~--- ~ k ------
....~ 03040 - --- ~ 0.3100 +----------------
0.3090 ~ + --------- 0.3020 -...,_
"' 0.3080 ~ 1:- O.OOllx+-0.30971 ~ !y=3E-05x+0.3122J 0.3000.,.'--~l*v~==~~-o o~3~~~+~o~.s~1o~s;J _______~-*--~
9 4 0.3080 * ' 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 End 2 Along 01 End 2 Along 02 o.s160 , End 2 Along 03 0.3160 t 0.3200 0.3140ti------------------ 0.3120 " O&~R ___ --_.~~ 0.3120f ~-6 I o.s1oo ~~----- --- 0.3100 ~ ~~------- 0.3080 [_;-~---- --- o.soso ; ---- =~~- 0.3060 +--*---- o.so60 ~F Iv- o.oo22x + o.so891 ~;:;~;=~ ~ 0.3040 f IY = 0.0026x + 0.3073j 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 Prepared by/Date: Joey Daily IJ".ff/)J(_ Checked by/Date: 6i/ I J<} J11
ame Dimension Log for Intact Rocl< Cores ASTM 04543*08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Dally /fJ);/qffl-1 Project No. 6468-13-1072 Date 12/19/2013 Boring No. MP-206 Reviewed by /'!of! Run No. N/A Date 1-9-14 Sample No. L2-19-BCG Unit Weight (g/cmA3) 2.686 Sample Depth (ft) 76.8-78.0 Unit Weight (lbs/ftA3) 1~ ( "':3 jbJ.:?-)' Mass (g) 1087.03 Temp, °F/ *c 73.41 23.0 Moisture Cond. Laboratory Air Dry Specific Gravity 2.69 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-0623/5/23/2014 Parallel Bars CLT-0626/ 5/20/2014 V-Biock CLT-0625/5/20/2014 Scale CLT-0370/ 9/18/2014 Displacement Gage CLT-0721/ 6/17/2014 Steel Rule CLT-0556/ 9/10/2014 Feeler Gage Set CLT-0557/ 9/17/2014 Square CLT-0622/ 5/20/2014 Calipers CLT-0260/ 5/21/2014 Length/Diameter Ratio (ASTM D4543*08, Sections 7.2 and 10): Check that LAvG I DAvG =2.0 to 2.5 L1 (in) 5.51 End 1 Lz (in) 5.51 L3 (In) 5.51 L4 (in) 5.50 LAvG (in) 5.51 D1 (in) 2.39 D2 (in) 2.39 DAVG (in) 2.39 4.49 I 24,7 I
--)- / *-....__,
2.3 End 2 PASS or FAIL PASS L2-19-S,C,G Dlmlog Rock Cores_RO plane comparison Sl temp and denslty,xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-249 of 598
ame Dimension log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-206 I ProjE)Ct No. I 6468-13-1072 Sample No. L2*19-BCG Sample Depth (ft) 76.8-78.0 Side Straightness (ASTM 04543-08. Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (In) 0.0040 PASS Section 9.3.2, Procedure P2 (RMC 3-27-2012) Perpendicularity (ASTM 04543-08, Section Q,IU., Proeedure Pl): Check that Max Gap I L11v6 is less than or equal to 1/230 = 0.0043. At End 1 At End 2 Maximum Gap (in) 0.0160 0.0100 Max Gap I L11vG 0.0029 PASS L2-19-B,C,G Dim Log Rock Cores_RO plane comparison Sl temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-250 of 598
ame Dimension Log for Intact Rocl< Cores ASTM 04543~08 (with deviations per SDDR~33) I Project Name I Clinch River SMR Boring No. MP-206 I Project No. I 6468-13-1072 Sample No. L2-19-BCG Sample Depth (ft) 76.8-78.0 End Flatness & Parallelism Tolerance (ASTM 04543-08. Section 9.2.2. Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Checl< that maximum angular difference between opposing best-fit straight lines is no more than 0.2s*. Distance (in) End 1 Along 0 1 End 1 Along 0 2 End 1 Along 0 3 0.00 0.3647 0.3651 0.3671 0.2.4 0.3649 0.3651 0.3671 0.48 0.3649 0.3643 0.3655 0.72 0.3640 0.3622 0.3648 0.96 0.3630 0.3618 0.3640 1.20 0.3610 0.3605 0.3607 1.44 0.3606 0.3574 0.3604 1.68 0.3609 0.3558 0.3575 1.92 0.3609 0.3528 0.3565 2.16 0.3609 0.3500 0.3562 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along D3 0.00 0.3593 0.3685 0.3666 0.24 0.3602 0.3686 0.3666 0.48 0.3606 0.3675 0.3666 0.72 0.3618 0,3630 0.3658 0.96 0.3621 0.3629 0.3652 1.20 0.3621 0.3629 0.3651 1.44 0.3621 0.3629 0.3626 1.68 0,3621 0.3627 0.3624 1.92 0.3621 0.3610 0.3625 2.16 0.3621 0.3593 0,3623 01 Dz Dg Maximum departure from best-fit straight llne (In) 0,001 0.002 0.001 PASS or FAIL PASS FAIL PASS L2-19-B,C,G DlmLog Rock Cores_RO plane comparison Si temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-251 of 598
"'C(") ~= t1) ~ G):; a,:;o N ;::* cntl) N"" 0 c -Ill enS" Project Name Clinch River SMR Boring No. Ml:'-206 ~:;o Project No. 6468-B-1072 SampleN*o. L2-19-BCG t1)
"'C Sample Depth {ft) 76.&-78.0 0
~
~ E End 1 Along 01
- I 03680 a31oo End 1 Along 03
- F=- End 1 Along 02
""'(") I 03WO~t,~-~-~----.-------------------------------
- o 03650 ~~---o--
- -. -----------------
"P
.... 03640e~~ 03600~-
0~20~-~----- . -~ 03600 f - ...2::-<f<::::: --
~ -- ~- _-----....._,.__- :.-- .... 03550 f --~
....~ o=o: ~~ 0.3500 0.3550 +-------iv=..n nfl~v.1...I1 =~.~s:n -
"' ~ ---- ~ Iy=.o.oo71x+0.36711 1 0.3580 .j:_Jy=-D.0024x+036521 0.3450 +----.-----.----~,.....----, 0.3500 +----r----.----.---,....-,. ....---,
I 0.00 0.50 . LOO LSD 2.00 2.50 0.00 0.50 LOO 1.50 2.00 2.50 I 0.00 0.50 1..00 LSO 2.00 2.50
/o End 2 Along 01 o.s?oo End 2 Along 02 , End 2 Along 03 3640 03700
--- 03680 k._--..,
-~
03660 *------ - - - ~=~*---- 03640 - - - -::--:::..::- - - 0.36~0 ~ ----- 0.3600 ~ !!> ----- 03620 ...
- k::*~ ::=::!
0.3590 ~------- 03600
-1>--N--+-.
----~-
- c:-~&
i E fy=O.OOJ.2x+03602j 03580 -O.o04x+03683j ~ lv=.0.0025x+0.36721 ----- lY - ---~ l 0.3580 ; 1 0.3600 +:-....l~~;.;;;;;;;,.;;;;;p;L_ _. - - - . . . , - - - . . , I o.oo o.so 1.oo 1.5o z.oo 2.5o 1 0.00 0.50 LOO LSD 2.00 2.50 0.00 0.50 LOO LSO 2.00 2.50 Prepared by/Date: Joey Daily ~~~/N Checked by/Date: /lit /- <J - J1
Dimension Log for Intact Rock Cores ASTM 04543-08 {with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Daily flcf3t'f!lt';,/;cl Project No. 6468-13-1072 Date 1126/2014 Boring No. MP-206 Reviewed by T. Landis~ IJoz.t. Run No. NIA Date 1126/2014 3 Sample No. L2-20-B Unit Weight (g/cm ) 2.711 Sample Depth (ft) 121.8-122.2 Unit Weight (lbs/fe) -41972- /I:> 1 dZY.!- Mass (g) 777.35 Temp. (°F I *q 70.5 I 21.4 Moisture Cond. Laboratory Air Dry Specific Gravity 2.72 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231 5/23/2014 Parallel Bars CLT-0626/ 512012014 V-B lock CLT-06251 5120/2014 Scale CLT-03701 911812014 Displacement Gage CLT-07211 6/17/2014 Steel Rule CLT-0556/ 9110/2014 Feeler Gage Set CLT-0557I 9/1712014 Square CLT-0622/ 5/20/2014 Calipers CLT-0260/5/21/2014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAvG I DAvG =2.0 to 2.5 End 1 L1 (in) 3.94 L2 (in) 3.94 L3 (in) 3.94 L4 (in) 3.94. LAvG (in) 3.94 0 1 (in) 2.38 D2 (in) 2.38 DAVG (in) 2.38 2 Area (in ) 4.45 3 Volume (in ) 17.5 LAvG/DAvG 1.7 End 2 PASS or FAIL FAIL L2-20-B DimLogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-253 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-206 I Project No. I 6468-13-1072 Sample No. L2-20-B Sample Depth (ft) 121.8-122.2 543-08 Section 9.3.2 Procedure P2 : ess than or equal to 1/230::: 0.0043. At End 2 Maximum Gap (in) Max Gap I LAvG 0.0000 PASS L2-20-B DimLogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-254 of 598
ameDimension log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-206 I Project No. I 6468-13-1072 Sample No. L2-20-B Sample Depth (ft) 121.8-122.2 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.2s*. Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along 0 3
~ 0.00
" ' 0.24
~48 0.7~
0.96 1.20 1.44 1.68 1.92 2.16 Distance (in) End 2 Along D1 "'-. End 2 Along 0 2 End 2 Along D3 0.00 0.24 "" '<(/,_,
~
0.48 0.72 0.96 ~. 1.20 ~ ............. 1.44 ~ 1.68 1.92 2.16 D1 Dz
' D3 Maximum departure from best-fit straight line (in) #DIV/01 #DIV/01 #~01 PASS or FAIL #DIV/0! #DIV/0! #DIV~
Maximum angular diff. between opposing best-fit lines (deg) #DIV/01 #DIV/01 #DIV/0! PASS or FAIL #DIV/01 #DIV/0! #DIV/0! L2-20-B DimLogSV 04543-08 RLxlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-255 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Dally JJitlcdllf Project No. 6468*13-1072 Date 12/~/2013 Boring No. MP-206 Reviewed by /(';I, Run No. N/A Date 1-'\-\1-Sample No. L2-21*B Unit Weight (g/cm"3) 2.690 Sample Depth (ft) 126.8-127.5 Unit Weight (lbs/ft"3) :I:G:J.:9-(bfJ ;/Y-Y¥ ~ Mass (g) 1110.82 Temp. °F/ *c 71.51 21.9 Moisture Cond. Laboratory Air Dry Specific Gravity 2.70 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-0623/5/23/2014 Parallel Bars CLT-0626/ 5/20/2014 V-B lock CLT-0625/5/20/2014 Scale CLT-0370/ 9/18/2014 Displacement Gage CLT-0721/ 6/17/2014 Steel Rule CLT-0556/9/10/2014 Feeler Gage Set CLT-0557/9/17/2014 Square CLT-0622/ 5/20/2014 Calipers CLT-0260/ 5/21/2014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Checl< that LAvG I DAvG = 2.0 to 2.5 End 1 L1 (in) 5.56 L2 (in) 5.55 L3 (in) 5.57 L4 (In) 5.58 LAVG (in) 5.57 D1 (In) 2.40 D2 (in) 2.39 DAVG (In) 2.40 4.52 I 25.2 I 2.3 End 2
--)-
-;.../ __""
PASS or FAIL PASS I L2-21-B DlmLog Rock Cores_RO plane comparison Sl temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-256 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR~33) I Project Name I Clinch River SMR Boring No. MP-206 I Project No. I 6468-13-1072 Sample No. L2*21-B Sample Depth (ft) 126.8-127.5 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0220 FAIL Section 9.3.2, Procedure P2 (RMC 3*27-2012) Perpendicularity !ASTM D4543*08,~on 9.rl.1, Pro~P-1): Checl< that Max Gap I LAvG Is less than or equal to 11230 c 0.0043. At End 1 At End 2 Maximum Gap (in) 0.0270 0.0350 Max Gap I LAVG 0.0063 FAIL L2-21-B Dim Log Rock Cores_RO plane comparison SJ temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-257 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-206 I Project No. I 6468-13-1072 Sample No. L2-21-B Sample Depth (ft) 126.8-127.5 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2, Procedure FP2): Check that fl<!tness does not depart from best-fit straight line by more than 0.0011n. Check that maximum angular difference between opposing best-fit straight lines Is no more than 0.2s*. Distance (in) End 1 Along 0 1 End 1 Along D2 End 1 Along 0 3 0.00 0.2793 0.2698 0,2719 0.24 0.2793 0.2722' 0.2748 0.48 0.2822 0.2750 0.2767 0.72 0.2836 0.2787 0.2793 0.96 0.2841 0.2820 0.2825 1.20 0.2853 0.2856 0.2852 1.44 0.2863 0.2886 0.2882 1.68 0.2864 0.2921 0.2901 1.92 0.2864 0.2943 0.2919 2.16 0.2864 0.2963 0.2927 Distance (In) End 2 Along D1 End 2 Along D2 End 2 Along 0 3 o.oo 0.2711 0.2602 0.2707 0.24 0.2731 0.2652 0.2721 0.48 0.2766 0.2718 0.2759 0.72 0.2796 0.2785 0.2781 0.96 0.2816 0.2806 0.2809 1.20 0.2828 0.2826 0.2827 1.44 0.2832 0.2845 0.2848 1.68 0.2836 0,2862 0.2858 1.92 0.2838 0.2863 0.2871 2.16 0.2838 0.2868 0.2875 01 Dz 03 Maximum departure from best-fit straight line (in) 0.003 0.005 0.002 PASS or FAIL FAIL FAIL FAIL L2-2l.-B Dim Log Rock Cores_RO plane comparison Sl temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-258 of 598
"'C(") ~= t1) ~ G):; a,:;o N ;::* cntl) <D"" 0 c -Ill enS" Project Name Oinch RiverSMR Boring No. MP-206 ~:;o Project No. 6468-13-i072 Sample No. l2-21-B t1)
"'C Sample Depth (ft) 126.8-127.5 0
~
~ I End 1 Along 01 End 1 Along 02 o.3ooo End 1 Along 03
- 02900 .---------------------~----------------- 0.3000 t 0.2880 - -- 02950 ~ -~
""'(") 0.2950- ~*
- o 0.2900 ~ -~-
0.2860 -~~ 0.2850 "P ..,._::%!f:'-- 0.2900 -~--
.... 0.2840 A e *> .;..--;:::--- 0.2800 -~- 0.2850 _,.;::..?--
........ 0.2820 - --* - ~--
0.2750 --~- 0.2800 ~::-
....~ 0.2700 ~- lv O.fl129x+0.2695l
"' 0.2750 E"'-- - fy=0.0102x+0.2723j 0.2650 +-----~------,------.------~----~ 0.2700 '
0.00 0.50 1.00 1.50 2.00 2.50. 0.00 050 1.00 1.50 2.00 250 0.00 050 1.00 1.50 200 ~ 02900 t End 2 Along 01 -----~E~n~d~2~A~Io~n~g~0_2~-------- o.29so "
~
I o.3ooo End 2 Along 03 0.2900 t~--------------------------~~~--- 0.2900 A. -~~T-I,~' ~? 0.2800 - ~-~- . 0.2700 ~- ::~::: iF~~:~-::--:~ I~ [;;P=?C4' . 0.2750 ---~ 1 0.2750 "" - __ - - ~- l __ - 02600 0.2700 j;.:~-- --- 1y = o.o121x + o.2s52l 1 0.2700 *. - -
- IY=Q006x+o.27351 0.2650 E ~0.0083X+0.27l61 0.2500 .f*-----,,-----,----..;:::::::::=:::;===----.
I ~ ~ ~ ~ ~ ~~ 1 o.oo 050 1.00 150 2.00 ~ 0.00 050 :1...00 150 200 2.50 Prepared by/Date: Joey Daily Checkedby/Date: 4 f-9 ame Dimension Log for Intact Rock Cores Page :1. of 3 ASTM 04543-08 (with deviations per SDDR-33) A Project Name Clinch River SMR Tested by J. Dally JJJi/1/idJ ' Project No. 6468-13-1072 Date 116/2014 Boring No. MP-206 Reviewed by ,-,--~ Run No. NIA Date 1-'l~ 14 Sample No. L2-22-BG Unit Weight (g/cm 3 ) 2.711 Sample Depth (ft) 153.3- 154.2 Unit Weight (lbs/ft 3
) :i:6!lT '(.;{1 jtJ'ib II Mass (g) 959.60
- Temp. (°F I *c) 74.7 I 23.7 Moisture Cond. Laboratory Air Dry Specific Gravity 2.72 Equipment ID No. I Calibration Due Equipment iD No. I Calibration Due Support Surface CLT-06231512312014 Parallel Bars CLT-06261 5/2012014 V-B lock CLT-0625/512012014 Scale CLT-03701 9118/2014 Displacement Gage CLT-07211 6117/2014 Steel Rule CLT-0556/9/10/2014 Feeler Gage Set CLT-05571 911712014 Square CLT-06221 5/20/2014 Calipers cLr:o260I 5121/2014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10}:
Check that LAvG I DAvG::: 2.0 to 2.5 End 1 L1 (in) 4.84 Lz (In) 4.84 L3 (in) 4.85 L4 (in) 4.85 LAVG (In) 4.85 0 1 (in) 2.38 D2 (In) 2.38 DAVG (In) 2.38 Area (ln 2
) 4.45 I I
- --~
3 Volume (in ) 21.6 LAvG/DAvG 2.0 I "' End 2 -- PASS or FAIL PASS I L2-22-B,G DlmLogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-260 of 598
ame Dimension Log for Intact Rock Cores I Page 2 of 3 ASTM 04543-08 (with deviations per SDDR-33) I ProJect Name I Clinch River SMR Boring No. MP-206 I ProJect No. I 6468-13-1072 Sample No. L2-22-BG Sample Depth (ft) 153.3 - 154.2 Side Straightness (ASTM 04543-08, Section 9.1.1. Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 ln. Max Gap (In) 0.0060 PASS Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG Is less than or equal to 11230 = 0.0043. At End 1 At End 2 Maximum Gap (in) 0.0490 0.0100 Max Gap I LAvG 0.0101 FAIL L2-22-B,G DimlogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-261 of 598
ame Dimension Log for Intact Rocl< Cores I Pages of s .... ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SM.R Boring No. MP-206 I Project No. I 6468-13-1072 sample No. L2-22-BG Sample Depth (ft) 153.3 - 154.2 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing b~st*fit straight lines Is no more than 0.25'. Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along D3 0.00 0.3430 0.3447 0.3357 0.24 0.3471 0.3458 0.3434 0.48 0.3481 0.3480 0.3473 0.72 0.3502 0.3497 0.3486 0.96 0.3518 0.3509 0.3509 1.20 0.3526 0.3524 0.3524 1.44 0.3527 0.3532 0.3531 1.68 0.3527 0.3533 0.3531 1.92 0.3527 0.3538 0.3542 2.16 0.3526 0.3547 0.3546 Distance (in) End 2 Along D1 End 2 Along 0 2 End 2 Along D3 o.oo 0.3461 0.3466 0.3484 0.24 0.3492 0.3492 0.3486 0.48 0.3509 0.3503 0.3495 0.72 0.3510 0.3503 0.3500 0.96 0.3516 0.3509 0.3508 1.20 0.3517 0.3517 0.3521 1.44 0.3522 0.3529 0.3533 1.68 0.3524 0.3537 0.3542 1.92 0.3524 0.3541 0.3542 2.16 0.3524 0.3541 0.3559 01 Dz Da Maximum departure from best-fit straight line (in) 0.003 0.001 0.006 PASS or FAIL FAIL PASS FAIL Maximum angular diff. between opposing best-fit lines (deg) L2-22-B,G DlmlogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-262 of 598
"'C(") ~= t1) ~ G):; a,:;tJ N ;::* "'tl) w"" 0 c -Ill enS" Clinch River SMR Boring No. MP-206 ~:;o 6468-13-1072 Sample No. t1) l2-22-BG
"'C SampleDepth (ft) 153.3 -154.2 0
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l 0.00 . 0.50 1.00 1.50 2.00 2.50 ' 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 LOO LSD 2.00 2.50 Prepared by/Date: Joey Daily ,ljj i/tt/fl{ Checked by/Date: ~I 1-9 ~
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( ame . Page rot .a . . Dimension Log for Intact Rocl< Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Dally /it/ J/4/fi.J Project No. 6468-13-1072 Date 12/20/2013 Boring No. MP-206 Reviewed by ,rl~ Run No. NIA Date 1-9~ 14 Sample No. L2-23-B Unit Weight (g/cm 3 ) 2.677 Sample Depth (ft) 168.7-169.2 Unit Weight (lbs/fe) -:1:67:1' I"'1 JtY;}~ 1 I Mass (g) 921.34 Temp. (°F I 'C) 71.5 I 21.9 Moisture Cond. Laboratory Air Dry Specific Gravity 2.68 Equipment ID No. I Calibration Due .Equipment ID No. I Calibration Due Support Surface CLT-062315123/2014 Parallel Bars CLT-0626/ 5/2012014 V-Biock CLT-062515/20/2014 Scale CLT-0370/ 9/18/2014 Displacement Gage CLT-07211 611712014 Steel Rule CLT-0556/ 9110/2014 Feeler Gage Set CLT-0557I 911712014 Square CLT-06221 5/20/2014 Calipers CLH260/ 5/21/2014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAvG I DAvG =2.0 to 2,5 End 1 L1 (in) 4.66 L2 (in) 4.68 L3 (in) 4.67 L4 (in) 4.67 LAVG (In) 4.67 D1 (In) 2.39 D2 (In) 2.39 Lz DAvG (In) 2.39 2 Area (ln ) 4.49 Volume (in 3) 21.0 LAvclDAvG 2.0 End 2 PASS or FAIL PASS L2**23-B DlmLogSV Rock. Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-264 of 598
ame Dimension Log for Intact Rocl< Cores Page 2.of3 ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-206 I Project No. I 6468-13-1072 Sample No. L2-23*B Sample Depth (ft) 168.7- 169.2 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure Sl): Check that the maximum gap between specimen and flat surface does not exceed 0,020 ln. Max Gap (in) 0.0080 PASS Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAve is less than or equal to 11230 = 0,0043. At End 1 At End 2 Maximum Gap (in) 0.0090 0.0370 Max Gap I LAve 0.0079 FAIL J L2-23-B DlmLogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-265 of 598
ame Dimension Log for Intact Rock Cores ** Page.3 of 3 ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-206 I Project No. I 6468-13-1072 Sample No. L2-23-B Sample Depth (ft) 168.7 -169.2 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2. Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than o.zs*, Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along D3 0.00 0.2148 0.2312 0.2248 0.24 0.2190 0.2327 0.2267 0.48 0.2235 0.2335 0.2288 0.72 0.2271 0.2339 0.2303 0.96 0.2319 0.2341 0.2316 1.20 0.2339 0.2341 0.2330 1.44 0.2353 0.2341 0.2344 1.68 0.2353 0.2340 0.2346 1.92 0.2353 0.2330 0.2346 2.16 0.2343 0.2320 0.2345 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along D3 o.oo 0.2132 0.2331 0.2187 0.24 0.2151 0.2368 0.2211 0.48 0.2188 0.2368 0.2244 0.72 0.2240 0.2353 0.2276 0,96 0.2290 0.2350 0.2300 1.20 0.2332 0.2343 0.2323 1.44 0.2357 0.2342 0.2342 1.68 0.2383 0.2340 0.2357 1.92 0.2403 0.2339 0.2375 2.16 0.2417 0.2314 0.2389 01 Dz Da Maximum departure from best-fit straight line (in) 0.005 0.003 0.002 PASS or FAIL FAIL FAIL FAIL Maximum angular diff, between opposing best-fit lines (deg) L2-23-B DlmLogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-266 of 598
"'C(") ~::: t1) ~ G):; a,:;o N ;::* "'tl) 0 c -Ill enS" Oinch River SMR Boring No. MP-206 ~:;o 6468-13-lon Sample No. U-23-B t1)
"'C Sample Depth (ft) 168.7 -169.2 0
~
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- \ _ " End 1 Along 01 End 1 Along 02 0 2450 I, OESO
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- ~ 1:~~: ~~ _-;---
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------- i 0.2~0-~:~-----------~---.----
O.OG 0.50 1..00 1.50 2.00 2.50 ! 0.00 0.50 1..00 1.50 2.00 2.50 Prepared by/Date: Joey Daily I IJJ /q/;L[ Checkedby/Date: 0o! /- 'f-J '
ame Dimension Log for Intact Rock Cores ASTM 04543-08 {with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Dally Jl1 ;J:n!JIJ Project No. 6468-13-1072 Date 111412014 Boring No. MP-207 Reviewed by MAt-Run No. NIA Date 1-v.:,~1Y 3 Sample No. L7-6-BH Unit Weight (g/cm ) 2.679 Sample Depth (ft) 70.7'-71.7' Unit Weight (lbs/fe) 1-&T:Z-1 &.1 (JJJ- ; - Mass (g) 1022.87 Temp. (°F I °C) 71.9 I 22.2 Moisture Cond. Laboratory Air Dry Specific Gravity 2.69 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231512312014 Parallel Bars CLT-06261 512012014 V-Biock CLT-06251512012014 Scale CLT-03701 911812014 Displacement Gage CLT-07211 611712014 Steel Rule CLT-05561 911012014 Feeler Gage Set CLT-05571 911712014 Square CLT-06221 512012014 Calipers CLT-02601 512112014 length/Diameter Ratio (ASTM 04543-08, Sections 7.2 and 10}: Check that LAve I DAve= 2.0 to 2.5 L1 (in) 5.34 End 1 l 2 (in) 5.34 l 3 (in) 5.34 l 4 (in) 5.34 lAVG (in) 5.34 D1 (in) 2.35 D2 (in) 2.36 DAvG (in) 2.36 4.37 23.3 2.3 End2 PASS or FAIL PASS MP-207 L7-6-BH DimLogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-268 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-207 I Project No. I 6468-13-1072 Sample No. L7-6-BH Sample Depth (ft) 70:?'-71.7' Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0070 PASS Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is Jess than or equal to 11230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0220 0.0250 Max Gap I LAvG 0.0047 FAIL MP-207 L7-6-BH DimLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-269 of 598
ame Dimension Log for Intact Rock Cores I ,,
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ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-207 I Project No. I 6468-13-1072 Sample No. L7-6-BH Sample Depth (ft) 70.7'-71.7' End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2, Procedure FP2l: Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.2s*. Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along D3 o.oo 0.3662 0.3646 0.3632 0.24 0.3669 0.3654 0.3653 0.48 0.3687 0.3666 0.3670 0.72 0.3693 0.3693 0.3682 0.96 0.3706 0.3703 0.3694 1.20 0.3708 0.3708 0.3701 1.44 0.3714 0.3709 0.3709 1.68 0.3722 0.3709 0.3711 1.92 0.3722 0.3697 0.3711 2.16 0.3722 0.3690 0.3707 Distance {in) End 2 Along D1 End 2 Along D2 End 2 Along D3 0.00 0.3663 0.3692 0.3666 0.24 0.3672 0.3698 0.3678 0.48 0.3680 0.3710 0.3690 0.72 0.3681 0.3712 0.3701 0.96 0.3688 0.3712 0.3703 1.20 0.3697 0.3712 0.3703 I 1.44 0.3704 0.3710 0.3704 1.68 0.3713 0.3695 0.3704 1.92 0.3713 0.3690 0.3705 2.16 0.3713 0.3688 0.3713 D1 D2 D3 Maximum departure from best-fit straight line (in) 0.001 0.002 0.002 PASS or FAIL PASS FAIL FAIL MP-207 L7-6-BH DimLogSV D4543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-270 of 598
"'C(") ~= t1) ~ G):; a,:;o N ;::* .._.tl) 0 c -Ill enS" Oinch RiverSMR Boring No. MP-207 ~:;o 6468-13-1072 Sample No. L7-6-BH t1)
"'C Sample Depth (ft) 70.7'-71.7' 0
~
~ r--- End 1 Along 01 End 1 Along 02 End 1 Along 03
- I 0.3760 ~ 0.3740 0.3740 .,---------='-------
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0.3660 . 0.00 0.50 1.00 1.50 2.00 2.50 Prepared by/Date: Joey Daily p)J 1/Jz/JI/
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Checked by/Date: 1'1'\ Pre.- I - "?.-!o -ll..\
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Daily J.j) !l3olllJ Project No. 6468-13-1072 Date 112712014 Boring No. MP-207 Reviewed by T. Landis ~~~'2;~ Run No. NIA Date 112912014 3 Sample No. L3-38-BG Unit Weight (g/cm ) 2.681 Sample Depth (ft) ' 96.8-97.8 Unit Weight (lbs/ft") 1~-/fo~l j:J,..;- Mass (g) 1111.41 Temp. (°F I *c) 72.5 I 22.5 Moisture Cond; Laboratory Air Dry Specific Gravity 2.69 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231 512312014 Parallel Bars CLT-06261 512012014 V*Biock CLT-06251 512012014 Scale CLT-03701 911812014 Displacement Gage CLT-07211 611712014 Steel Rule CLT-05561 911012014 Feeler Gage Set CLT-05571 911712014 SqUare CLT-06221 512012014 Calipers CLT-02601 5/2112014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAvG I DAvG =2.0 to 2.5 L1 (in) 5.73 End 1 L2 (in) 5.73 L3 (in) 5.73 L4 (in) 5.73 LAVG (in) 5.73 D1 (in) 2.36 D2 (in) 2.37 DAVG (in) 2.37 4.41 25.3 2.4 End 2 PASS or FAIL PASS MP-207 L3-38-BG DimLogSV D4543-08 Ri.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-272 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-207 I Project No. I 6468-13-1072 Sample No. L3-38-BG Sample Depth (ft) 96.8-97.8 Side Straightness (ASTM 04543-08, Section 9.1.1. Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0360 FAll Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I lAvG is less than or equal to 11230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0250 0.0180 Max Gap I lAvG 0.0044 FAll MP-207 L3-38-BG DimlogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-273 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-207 I Project No. I 6468-13-1072 Sample No. L3-38-BG Sample Depth (ft) 96.8-97.8 End Flatness & Parallelism Tolerance (ASTM D4543-08. Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance (in) .End 1 Along 0 1 End 1 Along Dz End 1 Along D3 0.00 0.7405 0.7399 0.7386
. 0.24 0.7406 0.7406 0.7396 0.48 0.7416 0.7421 0.7410 0.72 0.7426 0.7431 0.7422 0.96 0.7435 0.7437 0.7434 1.20 0.7441 0.7439 0.7437 1.44 0.7441 0.7440 0.7441 1.68 0.7442 0.7440 0.7442 1.92 0.7442 0.7440 0.7442 2.16 0.7442 0.7440 0.7442 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along 0 3 0.00 0.7374 0.7418 0.7405 0.24 0.7392 0.7418 0.7408 0.48 0.7412 0.7421 0.7413 0.72 0.7412 0.7421 0.7414 0.96 0.7414 0.7421 0.7416 1.2.0 0.7417 0.7421 0.7417 1.44 0.7417 0.7421 0.7417 1.68 0.7417 0.7425 0.7417 1.92 0.7417 0.7425 0.7417 2.16 0.7414 0.7425 0.7411 01 Dz Dg Maximum departure from best-fit straight line (in) 0.002 0.001 0.001 PASS or FAll FAIL PASS PASS Maximum angular diff. between opposing best-fit lines (deg PASS or FAIL MP-207 L3-38-BG DimLogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-27 4 of 598
"'C(") ~= t1) ~ G):; a,:;o N ;::* .._.tl) en"" 0 c -Ill enS" Clinch River SMR Boring No. MP-207 ~:;o 6468-13-1072 Sample No. t1) L3-38-BG
"'C Sample Depth {ft) 96.8-97.8 0
~
~ II End 1 Along 01 End 1 Along 02
- 0.7470 0.7470 - - - - * -
End 1 Along 03 0.7480
' 0.7460 l -r----------=-------
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0.00 0.50 1.00 1.50 200 250 1 End 2 Along 01 _ End 2 Along 02 o.143o
- End 2 Along 03 0 7440 I 03440 ~ ---
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1 lv=o.ootsx+o.73931 o.741o 1- __ ----- -- lv o.ooo3x+0.741sr 0.7360 +----.----.----.----.,.. ------, 0.7405 0.00 0..50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 250 0.00 050 1.50 2.00 250 Prepared by/Date: 1. Daily 1/27/14 JJJ l;$o/Jf Checked by/Date: T. Landis 1/29/14 0rf t[zqjf~
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by M. Hamilton 1111?11 Project No. 6468-13-1072 Date 1/14/2014 i/t~/1'1 Boring No. MP-207 Reviewed by <<\11-C Run No. N/A Date 1--zk -\t..\ Sample No. L7-8-BCH
- Unit Weight (g/cm 3 ) 2.706 Sample Depth (ft) 122.2-122.9 Unit Weight (lbs/ft 3
) -i-6&9- I~ 4 9!9J..- ~-
Mass (g) 1059.67 Temp. (°F I 'C) 71.1 I 21.7 Moisture Cond. Laboratory Air Dry Specific Gravity 2.71 Equipment ID No. I Calibration Due 'Equipment ID No. I Calibration Due Support Surface CLT-0623/5/23/2014 Parallel Bars CLT-0626/ 5/20/2014 V-Biock CLT-0625/5/20/2014 Scale CLT-0370/ 9/18/2014 Displacement Gage CLT-0721/ 6/17/2014 Steel Rule CLT-0556/ 9/10/2014 Feeler Gage Set CLT-0557/ 9/1712014 Square CLT-0622/5/20/2014 Calipers CLT-0260/ 5/21/2014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAvG I DAvG =2.0 to 2.5 5.45 End 1 L1 (in) L2 (in) 5.44 L3 (in) 5.42 L4 (in) 5.42 LAvG {in) 5.43 D1 (in) 2.36 D2 (in) 2.37 DAVG (in) 2.37 2 Area (in ) 4.41 3 Volume (in ) 23.9 LAvGIDAvG 2.3 End 2 PASS or FAIL PASS MP-207 L7-8-BCH Final DimLogSV D4543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-276 of 598
ame Dimension log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-207 I Project No. I 6468-13-1072 Sample No. L7-8-BCH Sample Depth (ft) 122.2-122.9 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure S1): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0180 PASS Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0050 0.0470 Max Gap I LAvG 0.0087 FAIL MP-207 L7-8-BCH Final DimLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-277 of 598
Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-207 I Project No. I 6468-13-1072 Sample No. L7*8-BCH Sample Depth (ft) 122.2-122.9 End Flatness & Parallelism Tolerance (ASTM D4543*08. Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along 0 3 0.00 0.4087 0.3945 0.4003 0.24 0.4087 0.3958 0.4003 0.48 0.4067 0.3967 0.4010 0.72 0.4039 0.3973 0.4010 0.96 0.4004 0.3973 0.3999
'1.20 0.3972 0.3944 0.3962 1.44 0.3942 0.3937 0.3910 1.68 0.3910 0.3909 0.3869 1.92 0.3868 0.3894 0.3825 2.16 0.3811 0.3894 0.3815 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along D3 0.00 0.4001 0.3971 0.4049 0.24 0.4001 0.3970 0.4043 0.48 0.3994 0.3948 0.4001 0.72 0.3980 0.3940 0.3981 0.96 0.3966 0.3940 0.3961 1.20 0.3950 0.3940 0.3953 1.44 0.3926 0.3940 0.3941 1.68 0.3926 0.3940 0.3941 1.92 0.3919 0.3940 0.3929 2.16 0.3900 0.3933 0.3921 Dl Dz D3 Maximum departure from best-fit straight line (in) 0.003 0.003 0.005 PASS or FAIL FAIL FAIL FAIL Maximum angular diff. between opposing best-fit lines (deg)
MP-207 L7-8-BCH Final DimLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-278 of 598
"'C(") ~= t1) ~ G):; a,:;o N ;::* .._.tl) <D"" 0 c -Ill enS" Clinch River SMR Boring No. MP-207 ~:;o 6468-13-1072 Sample No. L7-8-BCH t1)
"'C Sample Depth (ft} 122.2-122.9 0
~
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- ------ -------- 0.4000 -c----------=----~---- 0.4100 I1
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0.00 1.00 1.50 2.00 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 250 o.4o5o End 2 Along 01 8fl End 2 Along 02 o.41oo c End 2 Along 03 039 0.3970 ~"-'t.-:::--=---------------'-- 0.4000 - 0.3960 ~-- ---- 0.3950 - -- 0.3950 0.3940 ---.::__ - ~ ------- 0.3930 ----- ~
- 0.3900 ~ 1v= -a.oos1x + o.40111 --:: 0.3920 -1'-----l y=-0.0015x+0.3962 f -----
0.3850 $.-~==::::;:::===~---,----~-- ---------, 0.3910 0.00 0.50 1.00 1.50 2.00 250 0.00 0.50 1.00 1.50 200 2.50 Prepared by/Date: M. Hamilton 1/14/14 Checked by/Date: JII\A(:. 1--zj., ~I L/ ~*
Dimension Log for Intact Rock Cores
- Page 1 of.3 ASTM 04543~08 (with deviations per SDDR-33)
Project Name Clinch River SMR Tested by M. Hamilton Project No. 6468-13-1072 Date 12/26/2013 Boring No. MP-209 Reviewed by ~ Run No, N/A Date 1--'l-14 Sample No. L2-24-BG Unit Weight (g/cm 3) 2.694 Sample Depth (ft) 81.8-82.3 unit Weight (Ibs/te) 68';2'" ( bzf}fj!},'3j ~ Mass (g)* 931.52 Temp. (°F I *q 72.0 I 22.2 Moisture Cond. Laboratory Air Dry Specific Gravity 2.70 Equipment JD No./ Calibration Due Equipment ID No./ Calibration Due Support Su rfa*ce CLT-0623/5/23/2014 Parallel Bars CLT-0626/ 5/20/2014 V-Biock CLT-0625/5/20/2014 Scale CLT-0370/ 9/18/2014 Displacement Gage CLT-0721/ 6/17/2014 Steel Rule CLT-0556/ 9/10/2014 Feeler Gage set CLT-0557/ 9/17/2014 Square CLT-0622/ 5/20/2014 Calipers CLT-0260/ 5/21/2014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAvG I DAvG = 2.0 to 2.5 L1 (In) 4.67 End 1 L2 (in) 4.71 L3 (In) 4.70 L4 (In) 4.69 LAVG (in) 4.69 D1 (In) .2.39 0 2 (in) 2.39 DAvG (in) 2.39 Area (in 2 ) 4.49 I Volume (in 3) 21.1 I
--)-_ ..,.....
LAvG/DAvG 2.0 I PASS or FAIL End 2 PASS L2-24-BG AS DlmLogSV Rock Cores_RO.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-280 of 598
ame Dimension Log for Intact Rock Cores Page 2of 3 ASTM 04543~08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-209 I Project No. I 6468-13-1072 Sample No. L2-24-BG Sample Depth (ft) 81.8 "82.3 Side Straightness (ASTM 04543-08, Section 9,1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (In) 0.0100 PASS Perpendicularity IASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0250 0.0340 Max Gap I LAvo 0.0072 FAIL L2-24-BG AS DlmLogSV Rock Cores_RO.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-281 of 598
ame Dimension Log for Intact Roc I< Cores I Page.3 of3 I ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-209 I Project No. I 6468-13-1072 Sample No. L2-24-BG Sample Depth (ft) ;---81;8- 82.3 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2, Procedure FP2): Checl< that flatness does not depart from best-fit straight line by more than 0,001 in. Checl< that maximum angular difference between opposing best-fit straight lines is no more than 0.25', Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along D3 0.00 0.2384 0.2630 0.2514 0.24 0.2419 0.2630 0.2514 0.48 0.2445 0.2600 0.2514 0.72 0.2460 0.2574 0.2514 0.96 0.2479 0.2544 0.2509 1.20 0.2498 0.2525 0.2509 1.44 0.2515 0.2489 0.2509 1.68 0.2526 0.2462 0.2505
*1.92 0.2531 0.2436 0.2490 2,16 0.2539 0.2406 0.2482 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along D3 0.00 0.2377 0.2593 0.2515 0.24 0.2405 0.2589 0.2506 0.48 0.2416 0.2580 0.2502 0.72 0.2425 0.2546 0.2502 0,96 0.2439 0.2515 0.2486 1.20 0.2457 0.2479 0.2475 1.44 0.2467 0.2446 0.2462 1.68 0.2481 0.2421 0.2458 1.92 0.2500 0.2409 0.2456 2.16 0.2511 0.2385 0.2440 Dl Dz Ds Maximum departure from best-fit straight line (in) 0.002 0.002 0.001 PASS or FAIL FAIL FAIL PASS Maximum angular dlff. between opposing best-fit lines (deg)
L2*24*BG AS DlmLogSV Rock Cores_RO.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-282 of 598
"'C(") ~= t1) ~ G):; a,:;o N ;::* cot!) w"" 0 c -Ill enS" Clinch River SMR Boring No. MP-209 ~:;o 6468-13-1072 t1) Sample No. L2-24-BG
"'C Sample Depth (ft} 82.8-82.3 0
~-
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- ! End 1 Along 01 End 1 Along 02 ' End 1 Along 03 1 0.2600 .,..------------------
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- ~ 0.00 i~5£'s 0.50 LOO LSD 2.00 2.50 0.2470 0.00 050 1.00
- LSD 2.00 2.50 o.z6so End 2 Along 02 End 2 Along 03 0.2600~:~~~~--------------
0.2550 -~~- 0.2500 -~ 0.2450 -~- 0.2400 Jy=.Q.0108x+0.2613l ~ o.2440 ~ lv .Q.oo35x+0.2Slsi --.:_~ 0.2350 --~ 0.2420 .ft'------.-----.------.-- 0.00 050 LOO LSD 2.00 2.50 0.00 050 :1.00 :LSD 2.00 2.50 Prepared by/Date: Mike Hamilton Checked by/Date: /'('J... /-'l- 1.4
Dimension Log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Daily--;m- 1/(3 Jtf J Project No. 6468-13-1072 Date 1/2/2014 Boring No. MP-209 Reviewed by £"',--;.::t_ Run No. NIA Date J- J.S. -I-t Sample No. L2-25-BCG Unit Weight (g/cm 3 ) 2.693 Sample Depth (ft) 106.9- 107.4 Unit Weight (ibs/ft 3
) -4@M- (\of)~~*
Mass (g) 1006.12 Temp. (°F I 'C) 74.4 I 23.6 Moisture Cond. Laboratory Air Dry Specific Gravity 2.70 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due SupportSurface CLT-0623/5/23/2014 Parallel Bars CLT-0626/ 5/20/2014 V-Biock CLT-0625/512012014 Scale CLT-0370/ 9/18/2014 Displacement Gage CLT-0721/ 6/17/2014 Steel Rule CLT-0556/ 9110/2014 Feeler Gage Set CLT-0557/ 9117/2014 Square CLT-06221 5120/2014 Calipers CLT-0260/ 5/2112014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAvG I DAvG = 2.0 to 2.5 L1 (in) 5.07 End 1 L2 (in) 5.07 L3 (in) 5.08 L4 (in) 5.07 LAVG (in) 5.07 0 1 (in) 2.39 0 2 (in) 2.39 Lz DAVG (in) 2.39
- 2 Area (in) 4.49 3
Volume (in ) 22.8 LAvG/DAvG 2.1 End 2 PASS or FAIL PASS L2-25-BCG DimlogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-284 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDPR-33) I Project Name I Clinch River SMR Boring No. MP-209 I Project No. I 6468-13-1072 Sample No. L2-25-BCG Sample Depth (ft) 106.9 - 107.4 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure S1): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0100 PASS I Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230 = 0.0043. At End 1 At End 2 Maximum Gap (in) 0.0260 0.0090 Max Gap I LAvG 0.0051 FAIL L2-2S*BCG DimLogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-285 of 598
ame Dimension log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-209 I Project No. I 6468-13-1072 Sample No. L2-25-BCG Sample Depth (ft) 106.9- 107.4 End Flatness & Parallelism Tolerance (ASTM D4543*08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.2s*. Distance (in) End 1 Along 0 1 End 1 Along D2 End 1 Along 0 3 0.00 0.1447 0.1387 0.1377 0.24 0.1448 0.1354 0.1377 0.48 0.1448 0.1360 0.1377 0.72 0.1441 0.1382 0.1392 0.96 0.1429 0.1392 0.1399 1.20 0.1426 0.1406 0.1405 1.44 0.1425 0.1411 0.1412 1.68 0.1425 0.1412 0.1415 1.92 0.1425 0.1412 0.1419 2.16 0.1425 0.1410 0.1420 Distance (in) End 2 Along 0 1 End 2 Along D~ End 2 Along 0 3 0.00 0.1349 0.1402 0.1352 0.24 0.1373 0.1404 0.1364 0.48 0.1388 0.1411 0.1386 0.72 0.1397 0.1418 0.1406 0.96 0.1411 0.1424 0.1414 1.20 0.1426 0.1426 0.1424 1.44 0.1426 0.1429 0.1424 1.68 0.1426 0.1429 0.1424 1.92 0.1425 0.1429 0.1424 2.16 0.1413 0.1429 0.1424 D1 02 03 Maximum departure from best-fit straight line (in) 0.002 0.002 0.002 PASS or FAIL FAIL FAIL FAIL L2-25-BCG DimlogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-286 of 598
"'C(") ~= t1) ~ G):; a,:;o N ;::* cot!) 0 c -Ill enS" Clinch River SMR MP-209 ~:;o 6468-13-1072 l2-25-BC6 t1)
"'C 106.9 - 107.4 0
~
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- 0.1470 -,;-----------=------- 0.1440 .----------=:.__ _ _ __ o.1440 End 1 Along 03
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. 0.00 0.50 1.00 150 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50
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ame Dimension log for Intact Rock Cores Page 1 of 3 ' , ** ASTM 04543~08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Daily I<JJ 1/t!/;t! Project No. 6468-13-1072 Date 1/f/2014 Boring No. MP-209 Reviewed by /tel.. Run No. N/A Date 1~~-1-4 Sample No. L2-27-BCG Unit Weight (g/cm 3 ) 2.691 Sample Depth (ft) 181.3- 182.2 Unit Weight (lbs/ft') .~6&6- ( (., 9 /:.fM' 4 Mass (g) 1067.10 Temp. n j*C) 74.5 I 23.6 Moisture Cond. Laboratory Air Dry Specific Gravity 2.70 Equipment iD No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-0623/5/23/2014 Parallel Bars . CLT-0626/5/20/2014 V-Biock CLT-0625/5/20/2014 Scale CLT-0370/ 9/18/2014 Displacement Gage CLT-0721/ 6/17/2014 Steel Rule CLT-0556/ 9/10/2014 Feeler Gage Set CLT-0557/ 9/17/2014 Square CLT-0622/ 5/20/2014 Calipers CLT-0260/5/21/2014 Length/Diameter Ratio (ASTM D4543*08, Sections 7.2 and 10): Check that LAvG I DAvG" 2.0 to 2.5 L1 (In) 5.36 End 1 L2 (in) 5.35 L3 (in) 5.35 L4 (in) 5.35 LAVG (in) 5.35 . 0 1 (in) 2.40 D2 (In) 2.40 DAVG (in) 2.40 2 Area (in ) 4.52 3 Volume (in ) 24.2 LAvG/DAvG 2.2 End 2 PASS or FAIL PASS L2-27-BCG DlmLogSV Rock Cores_RO
- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-288 of 598
ame Dimension Log for Intact Rocl< Cores .* .* Page 2 of 3 .* ASTM 04543*08 (with deviations per SDDR-33) I ProJect Name I Clinch River SMR Boring No. MP-209 I ProJect No. I 6468-13-1072 Sample No. L2-27-BCG Sample Depth (ft) 181.3- 182.2 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): Checl< that the maximum gap between specimen and flat surface does not exceed 0.020 ln. Max Gap (in) 0.0150 PASS Perpendicularitv (ASTM 04543*08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230::: 0.0043. At End 1 At End 2 Maximum Gap (in) 0.0200 0.0150 Max Gap I LAvG 0.0037 PASS L2-27-BCG DlmLogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-289 of 598
ame. Dimension Log for Intact Rock Cores Pa_ge 3 of3
- ASTM 04543-08 (with deviations per SDDR-33)
I Project Name I Clinch River SMR Boring No. MP-209 I Project Np. I 6468-13-1072 sample No. L2-27-BCG Sample Depth (ft) 181.3. 182.2 End Flatness & Parallelism Tolerance (ASTM D4543*08, Section 9.2.2, Procedure FP2l: Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines Is no more than 0.2s*. Distance (in) End 1 Along D1 End 1 Along D2 End'1 Along D3 0.00 0.4255 0.4199 0.4255 0.24 0.4256 0.4233 0.4255 0.48 0.4262 0.4242 0.4255 0.72 0.4264 0.4249 0.4257 0,96 0.4264 0.4252 0.4259 1.20 0.4264 0.4252 0.4260 1.44 0.4250 0.4246 0.4240 1.68 0.4235 0.4233 0.4223 1.92 0.4216 0.4223 0.4207 2.16 0.4197 0.4191 0.4199 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along D3 0.00 0.4259 0.4271 0.4304 0.24 0.4260 0.4271 0.4304 0.48 0.4260 0.4280 0.4303 0.72 0.4261 0.4280 0.4291 0.96 0.4262 0.4280 0.4280 1.20 0.4262 0.4270 0.4270 1.44 0.4261 0.4254 0.4258 1.68 0.4251 0.4232 0.4238 1.92 0.4239 0.4223 0.4215 2.16 0.4217 0.4200 0.4189 Dl 02 D3 Maximum departure from best-fit straight line (in) 0.002 0,004 0.002 PASS or FAIL FAIL FAIL FAIL Maximum angular dlff. between opposing best-fit lines (deg) L2-27-BCG DlrnLogSV Rock Cores_RO
- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-290 of 598
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"'C Sample Depth {ft) 1813-182.2 0
~
~ End 1 Along 01 End 1 Along 02 End 1 Along 03
- 0.4300 ' 0.4260 .~------------------"----------------
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t End 2 Along 01 _ End 2 Along 02 End 2 Along 03 I 0 _4300 II 0 4320 I 0.4300 - I 0.4280 ~---- . I
! 0.4260~--~ 0.4280f¥-~
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\ o.oo o.so 1.oo 1.so 2.oo 25o 0.00 0.50 . 1.00 1.50 2.00 2.50 0.00 0.50 1.00 II l 1.50 200 2.50 Prepared by/Date: Joey Daily ,!/J 1/'IIPf Checked by/Date: .cd /-9-/4
ame Dimension Log for Intact Rock Cores Page 1 of 3 ASTM 04543~08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Dally M !If!/it/ Project No. 6468-13-1072 Date 1/2L2014 Boring No. MP-209 Reviewed by /'f;t_ Run No. N/A Date 1-9-~14-3 Sample No. L2-28-BG Unit Weight (g/cm ) 2.682 Sample Depth (ft) 206.0- 206.5 Unit Weight (ibs/fel ~ ({P'1 ,t/5 ;}3. Mass (g) 1098.92 Temp. (°F ;*c) 74.6 I 23.7 Moisture Cond. Laboratory Air Dry Specific Gravity 2.69 Equipment iD No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-062315/2312014 Parallel Bars CLT-0626/5/20/2014 V-Biock CLT-0625/5/2012014 Scale* CLT-0370/9118/2014 Displacement Gage CLT-07211 6/17/2014 Steel Rule CLT-0556/9110/2014 Feeler Gage Set CLT-0557I 9/1712014 Square CLT-06221 5120/2014 Calipers CLT-02601 5121/2014 length/Diameter Ratio (ASTM D4543*08, Sections 7.2 and 10): Check that LAvG I DAvG::: 2.0 to 2.5 l 1 (in) 5.53 End 1 l 2 (In) 5.52 l 3 (in) 5.50 L4 (In} 5.51 LAVG (in) 5.52 D1 (in) 2.39 D~ (In} 2.40 DAve (in) 2.40 4.52 I 25.0 I
--~ I . . __.,
2.3 End 2 PASS or FAIL PASS L2-28-BG DlmLogSV Rack cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-292 of 598
ame Dimension Log for Intact Rock Cores Page 2 of 3 ASTM 04543-08 (with deviations per SDDR-33} I Project Name I Clinch River SMR Boring No. MP-209 I Project No. I 6468-13-1072 Sample No. L2-28-BG Sample Depth (ft) 206.0-206.5 Side Straightness (ASTM 04543*08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (In) 0.0250 FAIL Perpendicularity (ASTM 04543*08, Section 9.3.2, Procedure P2): Checl< that Max Gap I LAvG is less than or equal to 11230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0160 0.0500 Max Gap I LAvG 0.0091 FAIL L2-28-BG DimLogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-293 of 598
ame Dimension Log for Intact Rock Cores PageS of S ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-209 I Project No. I 6468-13-1072 Sample No. LZ-28-BG Sample Depth (ft) 206.0- 206.5 End ~latness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0,25*, Distance (In) End 1 Along D1 End 1 Along D2 End 1 Along D3 0.00 0.4184 0.4113 0.4183 0.24 0.4179 0.4129 0.4183 0.48 0.4165 0.4129 0.4175 0.72 0.4158 0.4122 0.4151 0.96 0.4147 0.4122 0.4139 1.20 0.4127 0.4122 0.4128 1.44 0.4105 0.4118 0.4109 1.68 0.4082 0.4107 0.4087 1.92 0.4049 0.4093 0.4059 2.16 0.4027 0.4075 0.4028 Distance (In) End 2 Along D1 End 2 Along 0 2 End 2 Along D3 0.00 0.4175 0.4091 0.4167 0.24 0.4184 0.4099 0.4178 0.48 0.4174 0.4104 0.4164 0.72 0.4168 0.4104 0.4146 0.96 0.4146 0.4105 0.4120 1.20 0.4122 0.4105 0.4093 1.44 0.4089 0.4105 0.4045 1.68 0.4049 0.4079 0.3986 1.92 0.4004 0.4047 0.3915 2.16 0.3956 0.3996 0.3876 01 Dz Ds Maximum departure from best-fit straight line (in) 0.004 0.005 0.006 PASS or FAIL FAIL FAIL FAIL Maximum angular diff. between opposing best-fit lines (deg) L2-28-BG DimLogSV Rock cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-294 of 598
"'C(") ~= t1) ~ G):; a,:;tJ N ;::* <Dtl) en"" 0 c -Ill enS" Oinch RiverSMR Boring No. MP-209 ~:;o 6468-13-1072 Sample No. L2-28-BG t1)
"'C Sample Depth (ft) 206.0 - 206.5 0
~
~ End 1 Along 01 End 1 Along 02
- 0.4250 -r:,----------=--- o.= End 1 Along 03
""'(") 0.4200 i:-'~==------------------
- o 0.4200!1~ 0.4140 ---*-----
"P ~~.
.... 04120 -~ 0.4150 +----=--==~~~.::-----------
o*=fi
. -----~--- --*----
0.4100 ~ 0.4100 f~--~-
....~
- 1 -~~
0.4050. ~ 0.4080 -D.0018x+0.41331 . -~ 0_4050 - lv=-CJ.0074x+0.42021 -_.
"' 0.4000 .
E Cly lv=-D.0072x+0.4zozl + 0.4060 ' ' ' 0.4000 +---..=;:====::;::::=~~---~_:_-~
~ ~ ~ ~ ~ ~l 0.00 050 1.00 1.50 2.00 250 0.00 0.50 1.00 1.50 2.00 250 I *---- . - - - l l
I 0.4300 , End 2 Along 01 1 End 2 Along 02 .4 t End 2 Along 03 0.4150 0 300
!i I ,
I t 1 G.4:LOO I ~=:~ ,.,. --~- ,.,. t ~-~
- _,t~*
o.4100 o.41ao E -~ IIj0.4200~ 1 0.4050 f -- - ,! '*~ ----- -:..:::: 0.4000 ~ ::~ c -~ 1 0.4000 03900 ~ -::::.:::::: 0.4000 [ jy=-D.0104x+0.421Sj ~ t---;=====:::; --------.p.--- Ij i jy = -D.0034x + 0.4121 t lv=-D.0143x+0.42241 +
' 03900 .f:----.----.----,----,-- t 03950 . 0.3800 :
l 0.00 0.50 1.00 1.50 2.00 2.50 1 o.oo o.so 1.00 1.50 2.00 250 0.00 050 1.00 1.50 2.00 2.50 Prepared by/Date: Joey Daily 1ft i /W4f Checked by/Date: ~ /- '1-J +/-
ame Dimension Log for Intact Rock Cores Page 1 of.S 1'.: ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Dally !JJli1/Jt! Project No. 6468-13-1072 Date 1/2/2014 Boring No. MP-209 Reviewed by ~FI-Run No. N/A Date I~C}~\4 Sample No. L2-29-BCG Unit Weight (g/cm 3) 2.679 Sample Depth {ft) 223,7-224.7 Unit Weight (lbs/ft3) :1:~ (bl7}i/y1)J Mass (g) 996.72 Temp. (°F I 'C) 74.5 I 23.6 Moisture Cond. Laboratory Air Dry Specific Gravity 2.69 Equipment iD No. I Calibration Due Equipment ID No, I Calibration Due Support Surface CLT-0623/5/23/2014 Parallel Bars CLT-0626/ 5/20/2014 V-Biock CLT-0625/5/20/2014 Scale CLT-0370/ 9/18/2014 Displacement Gage CLT-0721/ 6/17/2014 Steel Rule CLT-0556/ 9/10/2014 Feeler Gage Set CLT-0557I 9/17/2014 Square CLT-0622/ 5/20/2014 Calipers CLT-02601 5121/2014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Checl< that LAvG I DAvG =2.0 to 2.5 L1 {in) 5.04 End 1 L2 (in} 5.04 L3 {in) 5.05 L4 (in) 5,05 lAVG (in) 5.05 0 1 (In} 2.39 D2 (in) 2.39 DAvG(in) 2.39 4.49 22.7 2.1 PASS or FAIL End 2 PASS L2-29-BCG DimLogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-296 of 598
ame Dimension Log for Intact Rock Cores Page 2 of 3 ASTM 04543-08 (with deviations per SDDR~33) I Project Name I Clinch River SMR Boring No. MP-209 I Project No. I 6468-13-1072 Sample No. L2-29-BCG Sample Depth (ft) 223.7-224.7 Side Straightness (ASTM 04543*08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0400 FAIL Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2l: Checl< that Max Gap I LAvG is less than or equal to 11230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0400 0.0400 Max Gap I LAVG 0.0079 FAIL I L2-29-BCG DlmLogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-297 of 598
ame Dimension log for Intact Rock Cores I.** :: Page 3 of3.
- ASTM D4543M08 (with deviations per SDDR-33)
I Project Name I Clinch River SMR Boring No. MP-209 I Project No. I 6468-13-1072 Sample No. L2-29-BCG Sample Depth (ft) 223.7-224.7 End Flatness & Parallelism Tolerance (ASTM 04543*08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001ln. Check that maximum angular difference between opposing best-fit straight lines Is no more than 0.25*, Distance (In) End 1 Along 0 1 End 1 Along D2 End 1 Along D3 0.00 0.2068 0.2058 0.2079 0.24 0.2120 0.2087 0.2105 0.48 0.2153 0.2114 0.2131 0.72 0.2171 0.2142 0.2146 0.96 0.2176 0.2159 0.2162 1.20 0.2179 0.2175 0.2175 1.44 0.2182 0.2189 0.2186 1.68 0.2183 0.2198 0.2196 1.92 0.2183 0.2200 0.2197 2.16 0.2183 0.2200 0.2198 Distance (in) End 2 Along D1 End 2 Along 0 2 End 2 Along 0 3 0.00 0.2153 0.2085 . 0.2081 0.24 0.2153 0.2091 0.2079 0.48 0.2154 0.2136 0.2107 0.72 0.2165 0.2145 0.2144 0.96 0.2165 0.2153 0.2145 1.20 0.2165 0.2163 0.2161 1.44 0.2185 0.2169 0.2186 1.68 0.2186 0.2184 0.2197 1.92 0.2191 0.2198 0.2207 2.16 0.2191 0.2214 0.2207 01 Dz Ds Maximum departure from best-fit straight line (in) 0.005 0.002 0.002 PASS or FAIL FAIL FAIL FAIL L2-29-BCG DlmLogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-298 of 598
"'C(") ~= t1) ~ G):; a,:;o N ;::* <Dtl) <D"" 0 c -Ill enS" Clinch River SMR Boring No. MP-209 ~:;o 6468-13-1072 Sample No. U-29-BCG t1)
"'C Sample Depth (ft) 223.7 - 224.7 0
~
~ End 1 Along 01 Ehd 1 Along 02
- 02250 I ~~------~~~~~~~~:_ _________ _ I o225o End 1 Along 03
""'(") 1
- o I02200 ~~-----------------------=-~ o.noo I __ <£? 1iF <t "P
.... 1
........ 0.2150 - -*--
0.2100 {:~-- )y=0.0055x+tU09si
....~ I::: 1~~~---_-
__:_:_:_____:__=_=_~- - - -~-=- - -~= = = =-= ~=: :- - :~- - - -~ ~~~~
-1 0.2050
~
t--- : IY=Q0067J:+ 0.2081
"' o.zoso f ly=0.0042x+0.2114j O.ZDOO +,------.,.-----~---..,---~---~ 0.2050 -l-------.-------,---------,------- ..-------
0.00 0.50 LOO 1.50 2.00 2.50 0.00 0.50 1.00 LSD 2.00 2.50 0.00 0.50 1.00 LSO 2.00 2.50 o-=o End 2 Along 01 o225o End 2 Along 02 i I o.nso , End 2 Along 03 t i
- '~
02200 ~ 0.2200, - _ ... ::;::-: -* _:;:.::0 _a ~i 02200 - -_-
~ ----+-- --
0.2180 f ~ --- f ------ o.z15o I ',.,. ~ _::::-* -- 0.2150 f------.., 0.2160 U4------ o.21ao ~-- ly=o.oos&+o.208] 0.2140 t ---- )y o.0021x+D.21481 0.2100 -=- - 0.212D -f_c__ _ _,-_ _ _-.-_ _ _-,.._ _ _-,-
' 0.2050 + - - - - . , - - - - . , - - - - . , - - - - - . , - - - - - - ;
0.00 0.50 LOO LSD 2.00 2.50 j 0.00 0.50 LOO LSD 2.00 2.50 1 Prepared by/Date: Joey Daily jil* l/tf / /f Checkedby/Date: /Jcf 1-'t-/f
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Daily JJ)J/$1/fl! Project No. 6468-13-1072 Date 1/30/2014 Boring No. MP-210 Reviewed by T. Landis /(if. tl3il/ Run No. N/A Date 1/31/2014 Sample No. L7-9-BH Unit Weight (g/cm 3 ) 2.674 Sample Depth (ft) 114.0-114.6 Unit Weight (lbs/ft 3
) 166.9 lfo1 jt<J- , ..
Mass (g) 534.49 Temp. (°F I 'C) 70.1 I 21.2 Moisture Cond. Laboratory Air Dry Specific Gravity 2.68 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-0623/5/23/2014 Parallel Bars CLT-0626/5/20/2014 V-Biock CLT-0625/5/20/2014 Scale CLT-0370/9/18/2014 Displacement Gage CLT-0721/6/17/2014 Steel Rule CLT-0556/9/10/2014 Feeler Gage Set CLT-0557I 9/17/2014 Sq1,1are CLT-0622/5/20/2014 Calipers CLT-0260/ 5/21/2014 Length/Diameter Ratio (ASTM D4543*08, Sections 7.2 and 10): Check that LAvG I DAvG =: 2.0 to 2.5 L1 (in) 2.71 End 1 l 2 (in) 2.72 L3 (in) 2.70 L4 (in) 2.72 lAVG (in) 2.71 D1 (in) 2.40 D2 (in) 2.39 DAVG (in) 2.40 2
.Area (in ) 4.52 3
Volume (in ) 12.2 LAvGIDAVG 1.1 End2 PASS or FAIL FAIL MP-210 l7-9-BH DimlogSV D4543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-300 of 598
ame Dimension Lo~ for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Boring No. MP-210 Project No. 6468-13-1072 Sample No. L7-9-BH Sample Depth (ft) 114.0-114.6 N/A FAIL At End 2 Maximum Gap (in) N/A N/A Max Gap I LAvG 0.0000 PASS MP-210 L7-9-BH DimlogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-301 of 598
ame Dimension log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-210 I Project No. I 6468-13-1072 Sample No, L7-9-BH Sample Depth (ft) 114.0-114.6
\ ~~:~d Flatness & Parallelism Tolerance fASTM D4543-08 Section 9:2.2 Procedure FP4)_:
c~~""'" ,... ,., '" '"m ,,,.., ""'*ht ""'by mo" th'" 0.0011". Check t t maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance~) End 1 Along D1 End 1 Along D2 End 1 Along D3 0.00 '\.. N/A N/A N/A 0.24 '\ N/A . N/A N/A 0.48 "\.. N/A N/A N/A 0.72 '\.. N/A N/A N/A 0.96 ~/A N/A N/A 1.20 N}A. N/A N/A 1.44 N/A '\._ N/A N/A 1.68 N/A '\.. '/' N/A N/A 1.92 N/A ?~ N/A N/A 2.16 N/A "\.. N/A N/A
'\..
Distance (in) End 2 Along 0 1 End~long 0 2 End 2 Along 0 3 0.00 N/A NA_ N/A 0.24 N/A N/A '\.._ N/A 0.48 N/A N/A ~~ N/A 0.72 N/A N/A ~ N/A 0.96 N/A N/A ~- N/A 1.20 N/A N/A ~N/A 1.44 N/A N/A 'N.{A N/~ 1.68 N/A N/A 1.92 N/A N/A N/A 2.16 N/A N/A N/A "\.. 01 Oz '\. Ds Maximum departure from best-fit straight line (in) #VALUE! #VALUE I #~UEI PASS or FAIL #VALUE! #VALUE! #VALD(I Maximum angular diff. between opposing best-fit lines (deg) #DIV/0! #DIV/0! #DIV/01 PASS or FAIL #DIV/01 #DIV/01 #DIV/0! MP-210 L7-9-BH DimLogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-302 of 598
ame Dimension log for Intact Rock Cores .1....... .* *::..\ .. page 1of3 . *. ** *. 1 ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Daily J,jj i/4//11 Project No. 6468-13-1072 Date 1/212014 Boring No. MP-215 Reviewed by ~;I.. Run No. N/A Date 1-'1-\1 Sample No. L2-30-BG Unit Weight (g/cm') 2.669 Sample Depth (ft) 17.1-18.0 Unit Weight (ibs/ft') ~ \&{ }j'6J Mass (g) 1019.25 Temp. (°F I *q 74.0 I 23.3 Moisture Cond. Laboratory Air Dry Specific Gravity 2.68 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-0623/512312014 Parallel Bars CLT-06261 5/20/2014 V-Biock CLT-062515/20/2014 Scale CLT-0370/ 9/18/2014 Displacement Gage CLT-0721/6/17 /2014 Steel Rule CLT-0556/ 9/10/2014 Feeler Gage Set CLT-0557/9/17/2014 Square CLT-06221 5120/2014 Calipers CLT-02601 5/21/2014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Checl< that LAvG I DAvG =2.0 to 2.5 L1 (in) 5.33 End 1 L2 (in) 5.33 L3 (ln) 5.32 L4 (in) 5.34 LAVG (in) 5.33 D1 (in) 2.35 D2 (in) 2.36 DAvG (in) 2.36 4.37 I 23.3 I
~ -)---
2.3 *
/ .......,
End 2 PASS or FAIL PASS L2-30-BG DlmLogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-303 of 598
ame Dimension Log for Intact Rock Cores ** Page2 of3 ASTM 04543-08 (with deviations per SDDR-33} I Project Name I Clinch River SMR Boring No. MP-215 I Project No. I 6468-13-1072 Sample No. L2-30-BG Sample Depth (ft) 17.1-18.0 Side Straightness {ASTM 04543-08, Section 9,1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 ln. Max Gap (in) 0.0120 PASS Perpendicularity {ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 1/230 = 0.0043. At End 1 At End 2 Maximum Gap (in) 0.0250 0.0160 Max Gap I LAVG 0.0047 FAIL L2-30-BG DimLogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-304 of 598
ame ., Dimension Log for Intact Rocl< Cores I Page 3 of 3 ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-215 l . Project No. I 6468-13-1072 Sample No. L2-30-BG Sample Depth (ft) 17.1" 18.0 End Flatness & Parallelism Tolerance (ASTM 04543-08, Section 9.2.2, Procedure FP2): Checl< that flatness does not depart from best-fit straight line by more than 0.001 in. Checl< that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along D3 o.oo 0.5038 0.4953 0.4992 0.24 0.5039 0.4954 0.4993 0.48 0.5044 0.4954 0.4993 0.72 0.5034 0.4981 0.4993 0.96 0.5026 0.4980 0.4993 1.2.0 0.5003 0.4981 0.4993 1.44 0.4986 0.4998 0.4993 1.68 0.4964 0.5027 0.4993 1.92 0.4932 0.5064 0.4993 2.16 0.4910 0.5077 0.4993 Distance (In) End 2. Along 0 1 End 2 Along D2 End 2. Along D3 o.oo 0.5101 0.4987 0.5043 0.24 0.5091 0.5000 0.5043 0.48 0.5065 0.5006 . 0.5043 0.72 0.5054 0.5011 0.5043 0.96 0.5044 0.5014 0.5043 1.20 0.5037 0.5014 0.5033 1.44 0.5023 0.5014 0.5012 1.68 0.5004 0.5017 0.4994 1.92 0.4988 0.5062 0.4970 2.16 0.4963 0,5073 0.4983 D! D2 Da Maximum departure from best-fit straight line (in) 0.003 0.002 0.002 PASS or FAIL FAIL FAIL FAIL Maximum angular dlff, between opposing best-fit Jines (deg) L2-30-BG DimLogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-305 of 598
"'C(") ~= t1) ~ G):; a,:;tJ w ;::* otl) 0 c -Ill enS" Olnch River SMR Boring No. MP-215 ~:;o 6468-13-1072 Sample No. t1) L2-30-BG
"'C sample Depth (ftj 17.1-18.0 0
~
~ End 1 Along 01 End1Aiong02
- ! - I End 1 Along 03 l 0.5100 t-I~~~t
""'(") I 0.5005 f--------------------~-----
- o l + --* 0.5000 .,
0.5050 - ::;:::-;:-:: Il "P
.... l-;-s;~- 0.4995 jt~::::;=::;==;=::;=:;:=
4 ;::=;=:=;;:::=:;-;---
........ t 0.5000 f ~=~ 0.5000 -- - - -
I 0.4990 *' *
- e
- e
- QL!.g-o
....~ --~
r L
--~ I 0.4950 l*
"' l JY==M062X+QiossJ *--. ::::::
0.4900 * - * ' If 0.4900 +'~-------~----~---=lv=;~o=~=~=~=+=0=.4~9~~1____ +f----~-------------~---------~------~-y---~-E~---~-+_0_.4_99_3~ 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 i 1.50 2.00 2.50 i 0.00 0.50 1.00 1.50 2.00 2.50 { I End 2 Along 01 o.soao End 2 Along 02 05080 ,,_ -------=E::.:nc:::dc.::2=-A:..::.:Io=-=n-"g"-=-0-=-3_ _ _ ___
+ 0.5060 0.5060 ---~
0.5040 0.5040
*--=:..;;,~ ---~-~
l:::*t~~=-=-~------ ------------------- ---- ---~----- - l
'lo.sosof~=~--= __ ' 0.5020 -- - -...
~--*- .- v t --- --- ; 0.5000 --_____
$ --==----"'--=--- _
0.5000 ; - -
~--- I; I Jy-0.0032x+0.4985r
[~1~ Ii 0.4980
! 0.4950 +:--'==~ir='====~!._...--~--~~ 0.4960 l 0.4960' ' . ~
l 0.00 0.50 1.00 1.50 2.00 2.50 ~ ~ ~ ~ ~ 2.501 0.00 0.50 1.00 1.50 2.00 2.50 ' I
=l 1,-~~:~- ~~§::-
Prepared by/Date: Joey Daily cfiJ 11-f/.ltj" Checkedby/Date: ~ /-t:t-1+/-
ame Dimension log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33} Project Name Clinch River SMR Tested by J. Daily JI.J) IAJIIY Project No. 6468-13-1072 Date 1/31/2014 Boring No. MP-215 Reviewed by T. Landis n;:i 1/31/,1-4 Run No. NIA Date 1/3112014 3 Sample No. L2-31-C Unit Weight (g/cm ) 2.670 Sample Depth (ft) 36.5-37.1 Unit Weight (lbs/ft") 1-6&.7' 1r..n g{),'} ~ Mass (g) 371.97 Temp. (°F I 'C) 72.1 I 22.3 Moisture Cond. Laboratory Air Dry Specific Gravity 2.68 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-0623/5/23/2014 Parallel Bars CLT-06261 5120/2014 V-Biock CLT-06251 SI20I2014 Scale CLT-0370/9118/2014 Displacement Gage CLT-0721/6/1712014 Steel Rule CLT-05561 9110/2014 Feeler Gage Set CLT-05571 9/17/2014 Square CLT-06221 5/2012014 Calipers CLT-02601 512112014 Length/Diameter Ratio (ASTM 04543-08, Sections 7.2 and 10): Check that LAVG I DAvG =2.0 to 2.5 End 1 L1 (in) 1.97 Lz (In) 1.97 L3 (in) 1.97 L4 (in) 1.98 LAvG (in) 1.97 D1 (in) 2.35 0 2 (in) 2.35 Lz DAVG (in) 2.35 Area (inz) 4.34 3 Volume (in ) 8.5 LAvG/DAvG 0.8 End 2 PASS or FAIL FAIL MP-215 L2-31-C DimlogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-307 of 598
Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-215 I Project No. I 6468-13-1072 Sample No. L2-31-C Sample Depth (ft) 36.5-37.1 N/A FAIL At End 2 Maximum Gap (in) N/A Max Gap I LAvG 0.0000 PASS MP-215 L2-31-C DimlogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-308 of 598
ame Dimension Log for Intact Rock Cores * * :*. .P.age.3.of.3 ... :::*:.: *I ASTM 04543-08 (with deviations per SDDR-33} I Project Name I Clinch River SMR Boring No. MP-215 I Project No. I 6468-13-1072 Sample No. L2-31-C Sample Depth {ft) 36.5-37.1 d Flatness & Parallelism Tolerance (ASTM D4S43-08 Section 9.2.2 Procedure FP2): c~~'""' doo' " d'"'" fmm '"t-flt ,,,.;ght noo by mo" thoo 0.001 '"' Check t t maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance~) End 1 Along 0 1 End 1 Along 0 2 End 1 Along D 3 o.oo N/A N/A N/A
'\, '*
0.24 N/A N/A N/A 0.48 N/A N/A N/A 0.72 .'\. N/A N/A N/A 0.96 'NjA N/A N/A 1.20 N/~ N/A N/A 1.44 N/A N/A N/A 1.68 N/A ~% N/A N/A 1.92 N/A
/
'( N/A N/A 2.16 N/A N/A N/A Distance (in) End 2 Along 0 1 End 2 Af.eng 0 2 End 2 Along 0 3 o.oo N/A N/A"\_ N/A 0.24 N/A N/A '<~ ~ N/A 0.48 N/A N/A '\ \/../. N/A 0.72 N/A N/A ~ N/A 0.96 N/A N/A "N/A 1.20 N/A N/A "w/A 1.44 N/A N/A N/~
1.68 N/A N/A N/A"' 1.92 N/A N/A N/A 2.16 N/A N/A N/A '\. 01 Dz '\Q3 Maximum departure from best-fit straight line (in) #VALUE! #VALUE! #VALO~! PASS or FAIL #VALUE! #VALUE! #VALUE!' Maximum angular diff. between opposing best-fit lines (deg) #OIV/0! #OIV/0! #DIV/0! PASS or FAIL MP-215 L2-31-C DimLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-309 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33} Project Name Clinch River SMR Tested by J. Dally tfW 1/a&/JL/ Project No. 6468-13-1072 Date 1/3/2014 Boring No. Run No. MP-215 N/A Reviewed by Date T. Landis 1/26/2014
/
~
3 Sample No. L2-32-B Unit Weight (g/cm ) 2.701 Sample Depth (ft) 79.2-80.1 Unit Weight (lbs/fe) 49&:6-/&q .~ 3k; Mass (g) 1022.50 Temp. (°F I *q 74.5 I 23.6 v Moisture Cond. Laboratory Air Dry Specific Gravity 2.71 Equipment ID No./ Calibration Due Equipment ID No./ Calibration Due Support Surface CLT-0623/5/23/2014 Parallel Bars CLT-0626/5/20/2014 V-Biock CLT-0625/5/20/2014 Scale CLT-0370/9/18/2014 Displacement Gage CLT-0721/6/17/2014 Steel Rule CLT-0556/9/10/2014 Feeler Gage Set CLT-0557/9/17/2014 Square CLT-0622/5/20/2014 Calipers CLT-0260/5/21/2014 Length/Diameter Ratio (ASTM 04543-08, Sections 7.2 and 10): Check that LAvG I DAvG ='2.0 to 2.5 End 1
- L1 (in) 5.33 L2 (in) 5.33 L3 (in) 5.33 .
L4 (in) 5.33 LAvG (in) 5.33 0 1 (in) 2.35 D2(in) 2.34 DAvG (in) 2.35 2 Area (in ) 4.34 3 Volume (in ) 23.1 LAvG/DAvG 2.3 End 2 PASS or FAIL PASS L2-32-B DlmlogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-310 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33} I Project Name I Clinch River SMR Boring No. MP*215 I Project No. I 6468-13-1072 Sample No. L2-32-B Sample Depth (ft) 79.2-80.1 Side Straightness (ASTM 04543-08, Section 9.1.1. Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0180 PASS Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAva is less than or equal to 1/230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0340 0.0370 Max Gap I LAva 0.0069 FAIL L2-32-B DimlogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-311 of 598
ame Dimension log for Intact Rock Cores ASTM 04543-08 {with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-215 I Project No. I 6468-13-1072 Sample No. L2-32-B Sample Depth (ft) 79.2-80.1 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines .Js no more than 0.2s*. Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along D3 0.00 0.1780 0.1880 0.1884 0.24 0.1810 0.1880 0.1884 0.48 0.1832 0.1881 0.1884 0.72 0.1855 0.1890 0.1885 0.96 0.1867 0.1893 0.1886 1.20 0.1895 0.1893 0.1888 1.44 0.1895 0.1890 0.1888 1.68 0.1896 0.1882 0.1888 1.92 0.1897 0.1881 0.1882 2.16 0.1897 0.1879 0.1873 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along D3 o.oo 0.1838 0.1845 0.1877 0.24 0.1842 0.1850 0.1877 0.48 0.1842 0.1851 0.1877 0.72 0.1846 0.1852 0.1876 0.96 0.1854 0.1860 0.1875 1.20 0.1871 0.1869 0.1875 1.44 0.1894 0.1881 0.1892 1.68 0.1897 0.1882 0.1893 1.92 0.1898 0.1882 0.1893 2.16 0.1898 0.1882 0.1884 Dl 02 Ds Maximum departure from best-fit straight line (in) 0.003 0.001 0.001 PASS or FAIL FAIL PASS PASS Maximum angular diff. between opposing best-fit lines (deg) L2-32-B DimLogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-312 of 598
"'C(") ~= t1) ~ G):; a,:;o w ;::* _.tl) w"" 0 c -Ill enS" Clinch River SMR Boring No. MP-215 ~:;o t1) 6468-13-1072 Sample No. L2-32-B
"'C 0 Sample Depth (ft) 79.2-80.1
~
~ [ .-~~d-1-Along 02 ---~
- End 1 Along 01 o.19oo End 1 Along 03 0.1950 ' 0.1900 i
""'(") 0.1895 * .. 1 0.1895 --- -
- o 0.1900 0.1890 -- -- -- -- --
"P 0.1890 !
.... 0.1885 r-=-~ .... * + +
- 0.1850
....~
6;; ~=~
~:-=~
t----=----- i 0.18851 0.1880 ~ * + .. * .-- l o.i880 ========;:: 0.1800 f. - - ;======::::; o.1875 -- - - _ I:c o.ooo2x + o.18861
"' y I~ 0.0054x 0.18041
+ o.1875 t-----1r~====;
f Iy ~ 8E-06x + 0.18851 . -------------* 0.1750 +;---~--~-----,---...---~ ' 0.1870 ' I l 0.1870 +------,---~---...,~--.:..;.-=--~ 0.00 0.50 1.00 1.50 2.00 2.50 I 0.00 0.50 1.00 1.50 2.00 2.50 I 0.00 0.50 1.00 1.50 2.00 2.50 End 2 Along 01 End 2 Along 02 End 2 Along 03 0.1940 y: 0.1910 ~ 0.1920 1 -* 0.1920 -f 0.1900 -fl-------------_-_---c:_-:;_,-._~--- 0.1900 t ~--~~ > ..:-------. + 0.1880 t' 0.1890~~* 0.1860 -f 0.1880 ~ + ~---------- 0.1840 ~ - - - lv~o.oo35x+0.1831
- ~~~
0.1860 -- ----~=---- ---- 0.1870 f ---- --- . 0.1820 ' - - 0.1800 0.1820 +----~----,.---~==----~---, 0.1860 0.00 0.50 1.00 1.50 2.00 2.50 hl*~~~.: 0.00 0.50 1.00 1.50 2.00 2.50
+,~~----------r---,----~~y~~=o~.o~o=o=&~+=o=.1~8=74~j 0.00 0.50 1.00 1.50 2.00 2.50 Prepared by/Date: J. Daily 1/3/2014 Je>> f/,z@/('1 Checked by/Date: T. Landis 1/26/2014 4 1/l Z.. 4/1 ~
Dimension Log for Intact Rock Cores ASTM 04543*08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Dally AJ1 !111/Jl/ Project No. 6468*13-1072 Date 1/3/2014 Boring No. MP-215 Reviewed by ~ Run No. N/A Date 1~13~14 3 Sample No. L2-33-BG Unit Weight (g/cm ) 2.697 Sample Depth (ft) 93.3-94.1 Unit Weight (lbs/fe) "1"6&:4- l(o2) ~.).611 Mass (g) 976.73 Temp. (°F I "C) 74.9 I 23.8 Moisture Cond. Laboratory Air Dry Specific Gravity 2.70 Equipment 10 No./ Calibration Due Equipment ID No./ Calibration Due Support Surface CLT-0623/5/23/2014 Parallel Bars CLT-0626/5/20/2014 V-Biock CLT-0625/5/20/2014 Scale CLT-0370/9/18/2014 Displacement Gage CLT-0721/6/17/2014 Steel Rule CLT-0556/9/10/2014 Feeler Gage Set CLT-0557/ 9/17/2014 Square CLT-0622/5/20/2014 Calipers CLT-0260/5/21/2014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAvG I DAvG =2.0 to 2.5 L1 (in) 5.11 End 1 L2 (in) 5.09 L3 (in) 5.10 L4 (in) 5.11 LAvG (in) 5.10 D1 (in) 2.34 0 2 (in) 2.35 DAVG (in) 2.35 2 Area (in ) 4.34 3 Volume (in ) 22.1 LAvGfDAVG 2.2 PASS or FAIL End 2 PASS L2-33-BG DimLogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-314 of 598
ame Dimension log for Intact Rocl< Cores ASiM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-215 I Project No. I 6468-13-1072 Sample No. L2-33-BG
. Sample Depth (ft) 93.3-94.1 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51):
Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0250 FAIL Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0470 0.0610 Max Gap I LAvG 0.0120 FAIL L2-33-BG DlmLogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-315 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-215 I Project No. I 6468-13-1072 Sample No. L2-33-BG Sample Depth (ft) 93.3- 94.1 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.2s*. Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along D3 0.00 0.2233 0.2081 0.2081 0.24 0.2207 0.2080 0.2081 0.48 0.2205 0.2080 0.2093 0.72 . 0.2205 0.2100 0.2109 0.96 0.2196 0.2134 0.2125 1.20 0.2172 0.2147 0.2145 1.44 0.2172 0.2206 0.2155 1.68 0.2166 0.2229 0.2178 1.92 0.2148 0.2256 0.2193 2.16 0.2140 0.2263 0.2205 Distance (in) End 2 Along D1 End 2 Along 0 2 End 2 Along 0 3 o.oo 0.2236 0.2022 0.2157 0.24 0.2241 0.2044 0.2158 0.48 0.2228 0.2067 0.2151 0.72 0.2193 0.2084 0.2147 0.96 0.2173 0.2101 0.2142 1.20 0.2142 0.2119 0.2141 1.44 0.2124 0.2133 0.2139 1.68 0.2118 0.2142 0.2135 1.92 0.2112 0.2152 0.2135 2.16 0.2109 0.2160 0.2135 Ol D2 03 Maximum departure from best-fit straight line (in) 0.002 0.003 0.001 PASS or FAIL FAIL FAIL PASS Maximum angular diff. between opposing best-fit lines (deg) L2-33-BG DimLogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-316 of 598 '
"'C(") ~= t1) ~ G):; a,:;tJ w ;::* _.tl) 0 c -Ill enS" Clinch River SMR Boring No. MP-215 ~:;o 6468-13-1072 Sample No. L2-33-BG t1)
"'C Sample Depth {ft) 93.3-94.1 0
~ ~~-~- -
~ I End 1 Along 01
- o.23oo End 1 Along 02 o.225o End 1 Along 03 0.2260 ~--------=-------
""'(") 0.2240 -t~-.- - - - - - - - - - - - - - 0.2250 __..,
- o 0.2220 l" -- - 0.2200 ..... 0.2200 - -
_~- -
"P
.... 0.2200 +--"---'~"'"'~:"-.=::-----------
0.2150 -~- 0.2150 / 'iii-~ -
........ 0.2~0 t------~~~~~~~-------
0.2160 +-----------"-"--... ,""""""-"--=---- 0.2100 -~*- 7
....~ 00 -c::::::;;
0.2140 0.2050 ~-<1>
- I -r-----,..............-~
"' 0.21 !v- o.oo63x+ 0.2069j 0.2120 0.2000 y= O.Olx ;0.2051
- I
~ ~ ~ ~ ~ ~~
I 0.00 0.50 0.2050 E= 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50
! 0 - - -
o.23oo End 2 Along 01 ~ o.22oo End 2 Along 02 End 2 Along 03 0.2170 -,;------===-=:..:.==""-==------~ 0.2250 ~::--""""----------------- 0.2160 ~----- ------ 0.2150 -~ 0.2150 ~ - - ___,_--::;_------- 0.2100 - - - 0.2140~~ o.213o ¥ ------ _ *~ 0.2050 Iy- 0.0064X + 0.20331 0.2120 ~ 1v -o.oo12x + 0.21571 - - - - - - - - 0.2000
- r::: '-
0.00. 0.50 1.00 1.50 2.00 250 0.2110 +-*---~---~---~---~----. 0.00 0.50 1.00 1.50 2.00 2.50 Prepared by/Date: Joey Daily Jl,fj tfh/JI{ Checked by/Date: 0£ /- JJ -14
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Daily J/J Jkoi!Lf Project No. 6468-13-1072 Date 21612014 Boring No. MP-218 Reviewed by T. Landis /11L_z/i ( Run No. NIA Date 21612014 3 Sample No. L3-47-BH Unit Weight (g/cm ) 2.674 Sample Depth (ft) 74.5-75.3 Unit Weight (lbs/ft 3
) -:be~ lli:i1 fVY >..-
Mass (g) 906.97 Temp. (°F I 'C) 72.3 I 22.4 Moisture Con d. Laboratory Air Dry Specific Gravity 2.68 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231 512312014 Parallel Bars CLT-06261 512012014 V-Biock CLT-06251 512012014 Scale CLT-03701 911812014 Displacement Gage CLT-07211 611712014 Steel Rule CLT-05561 911012014 Feeler Gage Set CLT-05571 911712014 Square CLT-06221 512012014 Calipers CLT-0260/ 5/2112014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAVG / DAVG = 2.0 to 2.5 End 1 L1 (in) 4.58 Lz (in) 4.58 L3 (in) 4.58 L4 (in) 4.57 LAVG (in) 4.58 D1 (in) 2.39 D2 (in) 2.40 DAvG (in) 2.40 Area (in 2
) 4.52 I Volume (in 3
) 20.7 I
~ -)--"
LAvGIDAvG 1.9 I End 2 -~--- PASS or FAIL FAIL
/
MP-218 L3-47-BH DimLogSV D4543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-318 of 598
ame Dimension log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Boring No. MP-218 Project No. 6468-13-1072 Sample No. L3-47-BH Sample Depth (ft) 74.5-75.3 N/A FAIL At End 2 Maximum Gap (in) N/A Max Gap I LAvG 0.0000 PASS MP-218 L3-47-BH DimLogSV D4543-08 R1 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-319 of 598
ame Dimension log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP*218 I Project No. I 6468-13-1072 Sample No. L3-47-BH Sample Depth (ft) 74.5-75.3 d Flatness & Parallelism Tolerance (ASTM D4S43-08 Section 9.2.2 Procedure FP2): c~~""'" '"' ""' ,,,.rt fcom b<~-f;t ~,.;ght noo by mo" th'" 0.001 ;,_ Check t t maximum angular difference between opposing best-fit straight lines is no more than 0.25'. DistanceCi(l) End 1 Along D1 End 1 Along 0 2 End 1 Along D3 0.00 N/A N/A N/A 0.24 '\ N/A N/A N/A 0.48 N/A N/A N/A 0.72 '\._ N/A N/A N/A 0.96 ~A N/A N/A 1.20 NfA._ N/A N/A 1.44 N/A '\._ N/A N/A 1.68 N/A N/A N/A 1.92 N/A '\. N/A N/A N/A ~N/A N/A 2.16 Distance (in) End 2 Along D1 End 2~ong D2 End 2 Along 0 3 0.00 N/A N/A"\._ N/A 0.24 N/A N/A ~ b.-. N/A 0.48 N/A N/A .,::, N/A 0.72 N/A N/A ~ N/A 0.96 N/A N/A "\( N/A 1.20 N/A N/A ~/A 1.44 N/A N/A Nf'\. 1.68 N/A N/A N/A"
"" ' '\03 1.92 N/A N/A N/A 2.16 N/A N/A N/A 01 Dz Maximum departure from best-fit straight line (in) #VALUE! #VALUE! #VA~!
PASS or FAIL #VALUE! #VALUE! #VALUE)\ Maximum angular diff. between opposing best-fit lines (deg) #DIV/01 #DIV/01 #DIV/01 PASS or FAIL #DIV/0! #DIV/01 #DIV/01 MP-218 L3-47-BH DimLogSV 04543-08 Rl Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-320 of 598
Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33} Project Name Clinch River SMR Tested by J. Dally tfJJt!Jd/;1/ Project No. 6468-13-1072 Date 1212712013 Boring No. MP-218 Reviewed by /l;i'_ Run No. NIA Date
- I-to~ 14 3
Sample No. CL9-1-ABG Unit Weight (g/cm ) 2.702 Sample Depth (ft) 66.7-67.7 Unit Weight (lbs/ft') :L>&a-:r I bC( ,fDJ. Mass (g) 1155.66 Temp. (°F I 'C) 74.4 I 23.6 Moisture Cond. Laboratory Air-Dry Specific Gravity 2.71 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface
- CLT-062315/2312014 Parallel Bars CLT-06261 512012014 V-Biock CLT-06251512012014 Scale CLT-03701 911812014 Displacement Gage CLT-07211 611712014 Steel Rule CLT-0556/ 911012014 Feeler Gage Set CLT-05571 9/1712014 Square* CLT-0622/ 512012014 Calipers CLT-02601 512112014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10):
Check that LAvG I DAvG =2.0 to 2.5 L1 (in) End 1 5.76 L2 (in) 5.77 L3 (in) 5.77 L4 (In) 5.76 LAVG (in) 5.77 0 1 (in) 2.40 D2 (in) 2.40 DAVG (in) 2.40 2 Area (in ) 4.52 3 Volume (in ) 26.1 LAvG/DAvG 2.4 End 2 PASS or FAIL PASS CL9-1-ABG DlmLogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-321 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33} I Project Name. I Clinch River SMR Boring No. MP*218 I Project No. I 6468-13-1072 Sample No. CL9-1-ABG Sample Depth (ft) 66.7- 67.7 Side Straightness (ASTM 04543*08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) [ 0.0260 FAIL Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0250 0.0220 Max Gap I LAvG 0.0043 PASS CL9-1-ABG DlmlogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-322 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-218 I Project No. I 6468-13-1072 Sample No. CL9+ABG Sample Depth (ft) 66.7- 67.7 End Flatness & Parallelism Tolerance IASTM 04543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.2s*. Distance (in) End 1 Along 0 1 End 1 Along D2 End 1 Along 0 3 0.00 0.2453 0.2469 0.2435 0.24 0.2461 0.2469 0.2435 0.48 0.2466 0.2466 0.2442 0.72 0.2468 0.2465 0.2455 0.96 0.2468 0.2465 0.2463 1.20 0.2468 0.2465 0.2463 1.44 0.2468 0.2465 0.2463 1.68 0.2468 0.2465 0.2463 1.92 0.2468 0.2436 0.2461 2.16 0.2465 0.2428 0.2463 Distance (in) End 2 Along 0 1 End 2 Along 0 2 End 2 Along 0 3 0.00 0.2412 0.2448 0.2447 0.24 0.2435 0.2448 0.2460 0.48 0.2462 0.2448 0.2462 0.72 0.2466 0.2448 0.2463 0.96 . 0.2460 0.2448 0.2461 1.20 0.2460 0.2448 0.2459 1.44 0.2460 0.2449 0.2459 1.68 0.2460 0.2449 0.2459 1.92 0.2468 0.2447 0.2459 2.16 0.2471 0.2431 0.2443 Dl Dz Ds Maximum departure from best-fit straight line (in) 0.002 0.001 0.001 PASS or FAIL FAIL PASS PASS CL9-1-ABG DimLogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112,16 Page G.S-323 of 598 *
"'C(") ~= t1) ~ G):; a,:;o w ;::* Ntl) 0 c -Ill enS" Clinch River SMR Boring No. MP-218 ~:;o 6468-13-1072 Sample No. Cl9-1-ABG t1)
"'C Sample Depth (ft) 66.7-67.7 0
~
~ End 1 Along 01 End 1 Along 02
- 0.2485 o.249o End 1 Along 03 0.2490
""'(") 0.2480 - I 0.2480 t---------------:::.,- .----
- o ~~
- I ----- -- ---------- 0.2470~ 0.2470 -------
"P 10.2470~*~ 0.2460 ---
.... 1 0.2465
~~~--*--* 0.2460 -- -*--*--. ~ *
........ 0.2450 0.2450- ----- * -------- -----
--- ------------ -----......___ 0.2440 ....------;;;:- ------- --
....~ ~~~:~ 0.2440 I II I 0.245~ ---------- lv-o.0004x+0.2461 : - : y; -0.0015x + 0.2476 0.2430 - ~-- - - - 1v- o.OD14x + 0.24391 0.2430 0.244~
t '
. ' 0.2420 -f-------,.----~----.------.-----~
-*---* ! I 0.2420 -f-----.----.,.------.----c ------,
0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 II o.25oo End 2 Along 02 End 2 Along 01 0.2470 _o.2475 , End 2 Along 03 0.2470 t - - 0.2480 c - -- - - - - ___:.:=-. 0.2465 [ ---- --- -- 0.2460 ~.... - --- ~"'--" ___ s- 0.2460 I . * * . --------
- ~--~ --;--~--i--;--;--;- * * .. +
0.2440 _:-;~---- ------- 0.2420 --- y 0.0019x + 0.2435 r 0.2400 ~-'-----~----.------.-------.---- 0.2420 ' 0.00 0.50 1.00 1.50 2.00 2.50
- ~-;=. +~~------------.
0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 Prepared by/Date: -'V'-Y vuuy If l(ff/(1 ( A Checked by/Date: , v , - *~ *
- ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33)
Project Name Clinch River SMR Tested by J. Daily Jtfi !liiJ/Itt Project No. 6468-13-1072 Date 1213012013 Boring No. MP-218 Reviewed by /l,::h_ Run No. NIA Date l-ID~ I+ 3 Sample No. CL9-6-ABG Unit Weight (g/cm ) 2.676 Sample Depth (ft) 67.8-68.8 Unit Weight (lbs/fel ~ lbi !PJ.v~~* Mass (g) 1078.76 Temp. (°F I *c) 74.3 I 23.5 Moisture Cond. Laboratory Air Dry Specific Gravity 2.68 Equipment iD No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231512312014 Parallel Bars CLT-0626/ 5120/2014 V-Biock CLT-062515120/2014 Scale CLT-0370/ 9/18/2014 Displacement Gage CLT-07211 6117/2014 Steel Rule CLT-0556/ 9/10/2014 Feeler Gage Set CLT-05571 9117/2014 Square CLT-0622/ 5/20/2014 Calipers CLT-02601 5121/2014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAvG I DAvG = 2.0 to 2.5 L1 (in) 5.40 End 1 L2 (in) 5.40 L3 (in) 5.40 L4 (in) 5.41 LAVG (in) 5.40 D1 (in) 2.41 0 2 (in) 2.40 DAVG (in) 2.41 2 Area (in ) 4.56 3 Volume (in ) 24.6 LAvGIDAvG 2.2 End 2 PASS or FAIL PASS CL9-6-ABG DimLogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-325 of 598
ame Dimension log for Intact Rock Cores ASTM 04543-08 {with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-218 I Project No. I 6468-13-1072 Sample No. CL9-6-ABG Sample Depth (ft) 67.8-68.8 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0140 PASS Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230::: 0.0043. At End 1 At End 2 Maximum Gap (in) 0.0300 0.0150 Max Gap I LAvG 0.0056 FAIL CL9.6-ABG DimLogSV Rock Cores_RO
- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-326 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-218 I Project No. I 6468-13-1072 Sample No. CL9-6-ABG Sample Depth (ft) 67.8- 68.8 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25' .. Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along D3 0.00 0.3768 0.3766 0.3725 0.24 0.3822 0.3790 0.3790 0.48 0.3847 0.3818 0.3816 0.72 0.3859 0.3834 0.3842 0.96 0.3859 0.3846 0.3850 1.20 0.3859 0.3852 0.3851 1.44 0.3853 0.3855 0.3851 1.68 0.3841 0.3856 0.3851 1.92 0.3836 0.3856 0.3850 2.16 0.3828 0.3856 -- 0.3849 Distance (in) End 2 Along.D 1 End 2 Along 0 2 End 2 Along D3 0.00 0.3835 0.3797 0.3822 0.24 0.3847 0.3804 0.3829 0.48 0.3852 0.3821 0.3836 0.72 0.3875 0,3834 0.3845 0.96 0.3875 0.3839 0.3846 1.20 0.3868 0.3847 0.3847 1.44 0.3859 0.3853 0.3847 1.68 0.3852 0.3855 0.3847 1.92 0.3845 0.3859 0.3847 2.16 0.3843 0.3863 0.3839 Dl Dz Da Maximum departure from best-fit straight line (in) 0.005 0.003 0.006 PASS or FAIL FAIL FAIL FAIL CL9-6-ABG DlmlogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-327 of 598
"'C(") ~= t1) ~ G):; a,:;o w ;::* Ntl) co"" 0 c -Ill enS" Clinch River SMR Boring No. MP-218 ~:;o 6468-13-1072 Sample No. CL9-6-ABG t1)
"'C Sample Depth {ft) 67.8-68.8 0
~
~ End 1 Along D1
- o.39oo End 1 Along D2 -----~E~n_d_1_A~Io_n~g~D_3__________
0.38W " - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.3900 ~
""'(") 0.3860 ~ ..
- o + _!--*---- --* 0.3880 0.3860 -~--- ~~~
"P
.... 0.3840 ~-----* --:::---~ 0.3840 . *--.
........ 0.3820 0.3800 0.3820
§
~-~~;;--
'\ 0.3800~-~
....~ 0.3800 ~-~-
0.3780 \Y(J:0015x + 0.382.1l 0.3780 - IY = 0.0039x + 0.3791[
"' t -+ - - o.375o f lv=o.oo44x+03781 0.3760 +-------~------,-------~------..,--------, 0.3760 ,;:-----=-=---------,-------~------.,-----~ 0.3700 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 o.38so End 2 Along D1 o.39oo End 2 Along D2 _ -,.----E_n_d_2_A_Io::...cn_,g"--'-D--=-3_ _ _ __
0 3870 0.3870 - - - - . * * ? 0.3~0~----------------------~-~-~=== 0.3860 E ______ _ 0.3860
~-------------------------- 0.3860 --~~-- -- ~--
+
- f 0.3850 ~00?? ~
0.3850 *
- 0.3840 ~~--- 0.3840 ~ =====---=--=-=-*
0.3820--- -- 0.3830 c ------- ------ 0.3840 f- -~----- ---:--------------+ --. o.38oo _ ...-=:- lv o.oo31x+0.3Bo4f--- 0.3820 f---- lv o.ooosx+D38311
~*~----,---=lv:=:8:E~~=6=x=+=0-=3=85:5~I _ _ __ , - - - - - , -
0.3830 -i 0.3780 +----.----,----r----r---~ 0.3810 > 0.00 0.50 .1.00 1.50 2.00 2.~ 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 Prepared by/Date: Joey Daily JJ1 i ftoflq Checked by/Date: ~ /-I 0 -I-f
ame Dimension Log for Intact Rock Cores ASTM 04543-08 {with deviations per SDDR-33} Project Name Clinch River SMR Tested by J. Dally JIJj !1/ll !tt-l Project No. 6468-13-1072 Date 12/27/2013 Boring No. MP-218 Reviewed by ~ Run No. NIA Date l~!o"... If 3 Sample No. CL9-2-ABG Unit Weight (g/cm ) 2.665 Sample Depth (ft} 71.3-72.3 Unit Weight (lbs/ft 3
) ~C&.>& jb:J-$1 Mass (g) 1135.52 Temp. (°F I *c) 74.6 I 23.7 Moisture Cond. Laboratory Air Dry Specific Gravity 2.67 Equipment 10 No. I Calibration Due Equipment ID No./ Calibration Due Support Surface CLT -0623/5/2312014 Parallel Bars CLT-06261 5/2012014 V-Biock CLT-0625/5/2012014 Scale CLT-0370/9/1812014 Displacement Gage CLT-07211 6/17/2014 Steel Rule CLT-0556/9/10/2014 Feeler Gage Set CLT-05571 9117/2014 Square CLT-0622/ 5/20/2014 Calipers CLT-0260/ 5/2112014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10):
Check that LAvG I DAvG =2.0 to 2.5 End 1 L1 (in) 5.71 L2 (in) 5.70 L3 (in) 5.70 L4 (in) 5.70 LAVG (in) 5.70 0 1 (in) 2.41 D2 (in) 2.40 DAVG (in) 2.41 2 Area (in } 4.56 3 Volume (in ) 26.0 LAvG/DAVG 2.4 End 2 PASS or FAIL PASS CL9-2-ABG DimlogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-329 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR-33) I Project Name I Clinch River SMR . Boring No. MP-218 I Project No. I 6468-13-1072 Sample No. CL9-2-ABG Sample Depth {ft) 71.3- 72.3 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure S1): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in.* Max Gap (in) 0.0015 PASS Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2l: Check that Max Gap I LAvG is less than or equal to 11230 = 0.0043. At End 1 At End 2 Maximum Gap (in) 0.0010 0.0460 Max Gap I LAvG 0.0081 FAIL CL9-2-ABG DimLogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-330 of 598
ame ..... , ..........,* ...*,. . . . . ,*:.**'. *.::*-:**:*** l Dimension Log for Intact Rock Cores 1J:il':,?f: ., *paie3bf.3/. ASTM 04543~08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-218 I Project No. I 6468-13-1072 Sample No. CL9-2-ABG Sample Depth (ft) 71.3-72.3 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximurn angular difference between opposing best-fit straight lines is no more than 0.25'. Distance {in) End 1 Along D1 End 1 Along D2 End 1 Along D3 0.00 0.1874 0.1748 0.1807 0.24 0.1874 0.1757 0.1808 0.48 0.1874 0.1782 0.1821 0.72 0.1868 0.1791 0.1822 0.96 0.1853 0.1799 0.1822 1.20 0.1833 0.1812 0.1822 1.44 0.1812 0.1817 0.1822 1.68 0.1797 0.1819 0.1811 1.92 0.1767 0.1823 0.1795 2.16 0.1737 0.1824 0.1785 Distance (in) End 2 Along D1 End 2 Along 0 2 End 2 Along D3 o.oo 0.1921 0.1756 0.1871 0.24 0.1913 0.1757 0.1867 0.48 0.1893 0.1770 0.1848 0.72 0.1868 0.1782 0.1841 0.96 0.1849 0.1792 0.1831 1.20 0.1825 0.1803 0.1825 1.44 0.1789 0.1816 0.1801 1.68 0.1760 0.1816 0.1797 1.92 0.1740 0.1827 0.1792 2.16 0.1731 0.1827 0.1771 D1 Dz Da Maximum departure from best-fit straight line {in) 0.002 0.001 0.002 PASS or FAIL FAIL PASS FAIL CL9-2-ABG DimlogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-331 of 598
"'C(") ~= t1) ~ G):; a,:;o w ;::* wtl) N"" 0 c -Ill enS" Clinch Rlver SMR Boring No. MP-218 ~:;o t1) 6468-13-1072 Sample No. CL9-2-ABG
"'C 0 Sample Depth (ft) 71.3-72.3
~
~
- I End 1 Along 01 End 1 Along 02 End 1 Along 03 0.1860 0.1840 , - - - - - - - - - - - ' = ' - - - - - - - -
""'(") 0.1840 - 0.1830 *.
- o "P 0.1820 ----~ 0.1820 1-_~_,.___,.,_____,=-=--=
.... 0.1800 --*-~----
........ 0.1810
---=-----=---_-=---_-- 0.1780 _ .. --~---- 0.1800 J________:___:::.::_:::_,~--=:-::-:::-:--:-:;::--
....~
I:~ +~- .- '- " :-':~-=-*~;: ;,: -_4_': -=-=-~- =- :. .
- 0.1760 - -::----:--- - - - - IY 0.0036x + 0.17581
"' ' __ ... 0.1790 lv~-D.0009x+0.18211 +
0.1700 t-----,-~==:::;:===~~---T""---. 0.1740 +-~---.---.--------.----~--- 0.1780 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 1 End 2 Along 01 o.186o End 2 Along 02 j 0.1900 ' - r -----~---E=n=d=-=2::...:A~Io.::..:nc;:_~g'--"0=--=3:_____ o.1840 E _ - 0.1820 ----~ 01900 - -- - 0.1850 ---:::: -- - 0.1800 --- - -;.- ?-'-~--- 0.1780 - --- ~--- 0.1760 --~--- lhl-r:~~ I o.18oo 1 L____ -~----- -- --~ 0.1740 __... - l¥-o.oo37x+0.1754T
=~ 0.1720 +------.---...,---~---~---
}
t FMQ46X+lll8741~---~ ---- 0.17501- ' ' * ' 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50
- SY:+/-~
Prepared by/Date: Joey Daily fJJ t[F/(jp( Checked by/Date: 4 f-/0-/-f
ame Dimension Log for Intact Rock Cores ASTM 04543*08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Daily J/J;) dilofJI.f Project No. 6468-13-1072 Date 1213012013 Boring No. MP-218 Reviewed by ~-d. Run No. NIA Date J~lo-14 3 Sample No. CL9-7-ABG Unit Weight (g/cm ) 2.704 Sample Depth (ft) 72.3-73.3 Unit Weight (lbs/fe) ...u;s,s.. I~ ji.JA Mass (g) 1098.96 Temp. (°F ;*q 73.0. I 22.8 Moisture Cond. Laboratory Air Dry Specific Gravity 2.71 Equipment ID No. I Calibration Due Equipment ID No./ Calibration Due Support Surface CLT-06231512312014 Parallel Bars CLT-06261 512012014 V-Biock CLT-06251512012014 Scale CLT-03701 9/1812014 Displacement Gage CLT-07211 611712014 Steel Rule CLT-05561 911012014 Feeler Gage Set CLT-05571 911712014 Square CLT-06221 512012014 Calipers CLT-02601 512112014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAvG I DAvG =2.0 to 2.5 End 1 L1 (in) 5.48 L2 (in) 5.49 L3 (in) 5.49 L4 (in) 5.48 LAVG (in) 5.49 D1 (in) 2.40 D2 (in) 2.40 DAvG (in) 2.40 2 Area (in ) 4.52 3 Volume (in ) 24.8 LAvG/DAvG 2.3 End 2 PASS or FAIL PASS CL9-7-ABG DimLogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-333 of 598
ame Dimension Log for Intact Rock Cores ASTM 02216*10 & ASTM 04318*10 ASTM 04543~08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-218 I Project No. I 6468-13-1072 Sample No. CL9-7-ABG Sample Depth {ft) 72.3- 73.3 Side Straightness (ASTM D4543-08. Section 9.1.1. Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap {in) 0.0070 PASS Perpendicularity (ASTM D4543-08. Section 9.3.2. Procedure P2l: Check that Max Gap I LAvG is less than or equal to 1/230 = 0.0043. At End 1 At End 2 Maximum Gap {in) 0.0250 0.0150 I Max Gap I LAvG ~: 0.0046 FAIL ] CL9-7-ABG DimLogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-334 of 598
*ame ASTM 02216-10 & ASTM 04318*10 Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33)
I Project Name I Clinch River SMR Boring No. MP-218 I Project No. I 6468-13-1072 Sample No. CL9-7-ABG sample Depth (ft) 72.3-73.3 End Flatness & Parallelism Tolerance (ASTM 04543-08. Section 9.2.2, Procedure FP2}: Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.2s*. Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along D3 0.00 0.4638 0.4759 0.4714 0.24 0.4660 0.4764 0.4718 0.48 0.4672 0.4764 0.4732 0.72 0.4694 0.4764 0.4732 0.96 0.4701 0.4741 0.4730 1,20 0.4705 0.4721 0.4727 1.44 0.4707 0.4706 0.4716 1.68 0.4709 0.4689 0.4712 1.92 0.4714 0.4666 0.4700 2.16 0.4714 0.4642 0.4684 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along D3 o.oo 0.4628 0.4738 0.4663 0.24 0.4665 0.4738 0.4696 0.48 0.4676 0.4738 0.4711 0.72 0.4688 0.4738 0.4711 0.96 0.4700 0.4738 0.4711 1.20 0.4702 0.4725 0.4711 1.44 0.4711 0.4708 0.4711 1.68 0.4712 0.4691 0.4708-- 1.92 0.4714 0.4666 0.4682 2.16 0.4714 0.4647 0.4670 [ Maximum departure from best-fit straight line (in} D1 0.003 Dz D3 0.003 0.004 PASS or FAIL FAIL FAIL FAIL [ Maximum angular diff. between opposing best-fit lines (deg) CL9-7-ABG DimLogSV Rock Cores___ RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-335 of 598
"'C(") ~= t1) ~ G):; a,:;tJ w ;::* wtl) 0 c ~;. Clinch River SMR MP-218 ~:;o 6468-13-1072 Cl9-7-ABG t1) 72..3 -73.3
"'8
~
~
- I o.476o End 1 Along 01 0.4850 End 1 Along 02
.---------~:___ _ _ __ .4 End 1 Along 03 0 750
""'(") 0.4740 0.4740 -r-~----::;-:::::---------------
0.4800
- o I 0.4720
-r--- ----- - ----:::.:
0.4730 - - -... - - .
"P 0.4700 _ ... --~--* 0.4750 t::=!::;:::~~~::-:.-::------------- ---c:::::::..:: '"'---i::_
.... 0.4720- -..,.__ ""--- -- -
0.4680 - 0.4710
........ ---*----=----:::------ 0.4700 l ________:.:.::_:::_::;;:::::;;~~~~~~---- ---- ---- + ... -----
0.4660 --~-----
....~ 0.4700 ------- ~-
0.4640 - - - - IY 0.0033x + 0.46561
"' 0.4650 lv=~o.oo58x+0.47ssl 0.4690 i=--'-- Jv=-0.0014x+0.4731I ------
0.4620 ,;-~-~,-------,~----.----~--- 0.4600 0.4680 0.00 0.50 1.00 150 2.00 2.50
+
0.00 050 1.00 150 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 _ End 2 Along 03 0 4720 0.4710 - ~- t ~- *--~ *'- 0.4700 .. 0.4700 [ --- =::::-=~~-~------ ; 0.4690 ~=-===:-:-::-::-=-:_:-:_=-::_-::-:_::-_-_-_-_-_-_-_-_-_-_-_ 0.4650 t:-;::=::--- ly=0.0035x+0.46541 0.4680 0.4650 F Iy- -o.0042X + 0.47581 --
+ 1y- -Q.OOOlx + 0.46991 +
0.4600 +----~---~---~---~----. o.46oo L---,-----.-----,.----.----~ 0.00 050 1.00 1.50 2.00 2.50 0.00 050 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 Prepared by/Date: Joey Daily J;{} t/loiN Checked by/Date: ~ /- /0 ame Dimension Log for Intact Rock Cores ASiM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Daily !IJj tltohtt Project No. 6468-13-1072 Date 1212712013 Boring No. MP-218 Reviewed by ..-r.:£ Run No. NIA Date 1-lo-1+ 3 Sample No. CL9-3-ABG Unit Weight (g/cm ) 2.693 Sample Depth (ft) 79.S- 80.5 Unit Weight (ibs/ft 3) ~-lloZ, Jl't}ib I Mass (g) 1125.17 Temp. (°F I "C) 74.3 I 23.5 Moisture Cond. Laboratory Air Dry Specific Gravity 2.70 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231512312014 Parallel Bars CLT-06261 512012014 V-Biock CLT-062515/2012014 Scale CLT-03701 911812014 Displacement Gage CLT-07211 6/17/2014 Steel Rule CLT-05561 911012014 Feeler Gage Set CLT-05571 911712014 Square CLT-06221 512012014 Calipers CLT-02601 512112014 Length/Diameter Ratio (ASTM 04543-08, Sections 7.2 and 10): Check that LAvG I DAvG = 2.0 to 2.5 L1 (in) 5.70 End 1 L2 (in) 5.67 L3 (in) 5.67 L4 (in) 5.68 LAVG (in) 5.68 D1 (in) 2.39 D2 (in) 2.39 DAVG (in) 2.39 4.49 25.5 2.4 End 2 PASS or FAIL PASS CL9-3-ABG DimLogSV Rock Cores_RO" Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-337 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543~08 {with deviations per SDDR~33) I Project Name I Clinch River SMR Boring No. MP-218 I Project No. I 6468-13-1072 Sample No. CL9-3-ABG Sample Depth (ft) 79.5-80.5 Side Straightness ('ASTM 04543*08, Section 9.1.1. Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0090 PASS Perpendicularity (ASTM 04543*08, Section 9.3.2, Procedure P2): Checl< that Max Gap I LAvG is less than or equal to 11230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0250 0.0760 [ Max Gap I LAvG 0.0134 FAIL CL9-3**ABG DimLogSV Rock Cores_RO- Copy,xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-338 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-218 I Project No. I 6468-13-1072 Sample No. CL9-3-ABG Sample Depth (ft) 79.5-80.5 End Flatness & Parallelism Tolerance IASTM D4543-08. Section 9.2.2. Procedure FP2): Checl< that flatness does not depart from best-fit straight line by more than 0.001 in. Checl< that maximum angular difference between opposing best-fit straight lines is no more than 0.25', Distance (in) End 1 Along D1 End 1 Along D2 End 1 Alo!lg D3 0.00 0.1742 0.1492 0.1666 0.24 0.1735 0.1524 0.1682 0.48 0.1702 0.1579 0.1682 0.72 0.1667 0.1580 0.1655 0.96 0.1627 0.1580 0.1628 1.20 0.1585 0.1579 0.1586 1.44 0.1547 0.1555 0.1555 1.68 0.1509 0.1547 0.1520 1.92 0.1471 0.1568 0.1478 2.16 0.1430 0.1539 0.1463 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along 0 3 0.00 0.1716 0.1472 0.1668 0.24 0.1721 0.1508 0.1668 0.48 0.1699 0.1556 0.1661 0.72 0.1663 0.1568 0.1636 0.96 0.1623 0.1569 0.1609 1.20 0.1587 0.1569 0.1588 1.44 0.1552 0.1569 0.1564 1.68 0.1511 0.1570 0.1533 1.92 0.1464 0.1570 0.1496 2.16 0.1428 0.1570 0.1471 Dl Da D3 Maximum departure from best-fit straight line (in) 0.004 0.005 0.005 PASS or FAIL FAIL FAIL FAIL CL9-3-ABG DimlogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-339 of 598
"'C(") ~= t1) ~ G):; a,:;o w ;::* ""'tl) o"" 0 c -Ill enS" Clinch River SMR Boring No. MP-218 ~:;o 6468-13-1072 Sample No. Cl9-3-ABG t1)
"'C Sample Depth (ft) 79.5-80.5 0
~
~ End 1 Along 01 1 - End 1 Along 02
- 0.1800 ~----------=:..__ _ _ _ __ ---~En~d~1=-'A~I:.:o:.:n~g!....:0=-3=-------
1 0.1600 0 _17so jl
""'(") o.15so -* ____
- I o.J.7oG ::~,
- o 0.1.700 ! ~ - ....
0.1650 ,~~-
"P
.... -~-~ -- ----------. 0.1600 '~
0.1600
........ I ::~:: ---- --- ~
! 0.15SO- """"'~-,
....~ 01500i~~--~============~--~,~~~,~~-------- 0.1500 -..-::
. Jy~..Q.0152x+0.1766J '~ 0.1500 ~0013x+0.1541j---
"' f 0.14SO r----iy ~ -0.0111x + 0.1712 0.1400 - _.,..:.:! 0.1480 ' ' O.J.400 0.00 0.50 LOO 1.50 2.00 2.50 0.00 0.50 1.00 LSD 2.00 2.50 0.00 0.50 LOO 1.50 2.00 2.SO o.J.soo End 2 Along 01 ________E__ nd~2~A~Io~n~g~0~2~------- o.175o < End 2 Along 03 o.165o .-
c I 0.1700 0.1600 -- 0.1600 ' ' o.l.Sso r ~ _ ss: *:-::::::- -- 0.1600 ~ -~ 0.1500 0.1550; ~- 0~00 ~ -:s,~ t--:-y 0.1500 ~ 0.1400- ~
.j:__-=Jy=~=..Q~.0=1=M=x=+=0.=17~5=2~J----~-------~ .~--~--~
0.~450 Jy~0.0035x+0.1514J 0.00 0.50 LOO 1.50 2.00 2.50 0.00 0.50 1.00 LSD 2.00 2.SO Prepared by/Date: ..: .... r ........... , n I7V :-pv,-r Checked by/Date: r J cr- /-/0 -/-f
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Dally /}/j tltoftl! Project No. 6468-13-1072 Date 12130}2013 Boring No. MP-218 Reviewed by ~~ Run No. N/A Date /-1~-l+ 3 Sample No. CL9~8-ABG Unit Weight (g/cm 2.683 rrus fiN"- I!.
)
Sample Depth (ft) 80.5-81.5 Unit Weight (lbs/ft3 ) 46T.§oo Mass (g) 1107.86 Temp. (°F I *q 72.7 I 22J Moisture Cond. Laboratory Air Dry Specific Gravity 2.69 Equipment ID No. I Calibration Due Equipment ID No./ Calibration Due Support Surface CLT -0623/5/23/2014 Parallel Bars
- CLT-0626/ 5/20/2014 V-Biock CLT-0625/5/20/2014 Scale *CLT-0370/ 9/18/2014 Displacement Gage CLT-0721/ 611712014 Steel Rule CLT-0556/ 9/10/2014 Feeler Gage Set CLT-05571 9117/2014 Square CLT-0622/ 5/20/2014 Calipers CLT-0260/ 5/21/2014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): .
Check that LAvG / DAVG =2.0 to 2.5
- L1 (in) 5.57 End 1 L2 (in) 5.58 L3 (in) 5.58 L4 (in) 5.58 LAvG (in) 5.58 D1 (In) 2.40 D2 (in) 2.40 DAVG (in) 2.40 4.52 25.2 2.3 End 2 PASS or FAIL PASS CL9-8-ABG DimLogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-341 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-218 I Project No. I 6468-13-1072 Sample No. CL9-8-ABG Sample Depth (ft) 80.5-81.5 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 ln. Max Gap (in)
~------------r-----p-~--5----~.
0.0070 I Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 1/230 =0.0043. At End 1 At End 2 Maximum Gap (in} 0.0280 0.0120 Max Gap I LAvG 0.0050 FAIL CL9-8-ABG DlmLogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-342 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-218 I Project No. I 6468-13-1072 Sample No. CL9-8-ABG Sample Depth (ft) 80.5- 81.5 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2, Procedure FP2l: Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0,25'. Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along D3 0.00 0.2927 0.2944 . 0.2947 0.24 0.2974 0.2951 0.2958 0.48 0.2984 0.2972 0.2971 0.72 0.3005 0.2991 0.2994 0.96 0.3005 0.2999 0.3002 1.20 0.3010 0.3009 0.3008 1.44 0.3029 0.3018 0.3024 1.68 0.3030 0.3022 0.3033 1.92 0.3036 0.3024 0.3040 2.16 0.3040 0.3025 0.3052 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along D3 0.00 0.2853 0.2987 0.2929 0.24 0.2881 0.2986 0.2911 D.48 0.2910 0.2986 0.2920 0.72 0.2939 0.2986 0.2943 0.96 0.2958 0.2986 0.2972 1.20 0.2987 0.2986 0.2985 1.44 0.3014 0.3022 0.3008 1.68 0.3014 0.3009 0.3035 1.92 0.3014 0.2974 0.3037 2.16 0.3015 0.2953 0.3037 Dl D2 Ds Maximum departure from best-fit straight line (in) 0.003 0.004 0.002 PASS or FAIL FAIL FAIL FAIL CL9-8-ABG DimLogSV Rock Cores_RO- Copy.x!sx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-343 of 598
"'C(") ~= t1) ~ G):; a,:;tJ w ;::* ""'tl) 0 c -Ill enS" Cllnch River SMR Boring No. MP-218 ~:;o 6468-13-1072" Sample No. t1) CL9-8-ABG
"'C Sample Depth (ft) 80.5-81.5 0
~
- o
.tl)
- End 1 Along 01 1 End 1 Along 02 o.3oso 03100 03060 I End 1 Along 03
""'(") 1 03040 0.3060 - r - - - - - - - - - - - - - - - - " " " C " c : - ' " ' - - - =
- o 03050 1 --- -- ..-
- -~ ....- 03040 ---~
"P ___ ...,.----
--- --+ 0.3020 --*-_::..::::::-:---- 03020 - - -.,:::-+-:-- -
.... 03000~- ~ 0.3000 -*_::.::.::-::-:.- - 0.3000 0.2980 - - -- - 0.2980 - ---~---
....~ 0.2950~~ 0.2960 [ - - ~-- Iy 0.004x+0.2952 [ - - 0.2960 ---~---
0.2940 'I' 02940 - - ~- lv o.oo49x+0.29S 1
~
tf______,_----~~l=v=~=o.=o0=44=x~+=0=29==56:j-r------. 0.2900 ..,.
%~~-~-~*~------------~*==========~---
0.2920 +-----~------,------~,-------~----~ 0.2920,;:--~~--------r----.--=== 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 250 0.00 050 1.00 1.50 2.00 2.50 End 2 Along 01 o3o40 End 2 Along 02 o.31oo 03100 1 End 2 Along 03 0.3050 t---------------------------=--~-- 03020 +---------------------~~----------- 0.3050 tf--------- -,.--~~ 0.3000 t;t -~-:!-=;;;i& + ~ A.;f:i:~~o. 0.2950~~~ 0.3000 E ; ; ' ~:!S=' 0.2900 -~::;;;;;;;; 0.2950~~
----+--
0.2850 41$:- - [vll0008X+0.28721 0.2960 [ 1v -o.ooo4x + 0.29921
- 0.2900 r -* 1v o.oo67x + o.29o61 0.2800 ::~::-----,---~----,---,---,---~ 0.2940 +-----~-----~----r-------r-----~ 0.2850 +"------~-------~----
' -.--------r-------,
0.00 0.50 1.00 150 2.00 2.50 0~0 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 Prepared by/Date: Joey Daily /It f /tLJ/tl( Checkedby/Date: --JcJ? /-{0 -/-f-
ame Dimension log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Daily J/J;) dt&/ltf Project No. 6468-13-1072 Date 1212712013 Boring No. MP-218 Reviewed by r-;-~ Run No. NIA Date /-10 ~ 14 3 I Sample No. CL9-4-ABG Unit Weight (g/cm ) 2.711 Sample Depth (ft) 85.3-86.3 Unit Weight (lbs/ft 3
) ~ t fiR J&:YI>;
Mass (g) 1150.62 Temp. (°F I 'C) 74.3 I 23.5 Moisture Cond. Laboratory Air Dry Specific Gravity 2.72 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-062315/2312014 Parallel Bars CLT-06261 5120/2014 V-Biock CLT -06251512012014 Scale CLT-03701 911812014 Displacement Gage CLT-0721/6/17/2014 Steel Rule CLT-05561 911012014 Feeler Gage Set CLT-0557I 911712014 Square CLT-06221 5/2012014 Calipers CLT-02601 5/2112014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAvG I DAvG = 2.0 to 2.5 l 1 (in) 5.75 End 1 l 2 (in) 5.74 l 3 (in) 5.73 l 4 (in) 5.73 lAVG (in) 5.74 D1 (in) 2.40 D2 (in) 2.39 DAvG (in) 2.40 4.52 25.9 2.4 End 2 PASS or FAIL PASS CL9-4-ABG DimLogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-345 of 598
Dimension Log for Intact Rock Cores ASTM D4543M08 (with deviations per SDDR-33} I Project Name I Clinch River SMR Boring No. MP-218 I Project No. I 6468-13-1072 Sample No. CL9-4-ABG Sample Depth (ft) 85.3-86.3 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0100 PASS Perpendicularity (ASTM 04543-08. Section 9.3.2. Procedure P2l: Check that Max Gap I LAvG is less than or equal to 11230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0080 0.0350 Max Gap I LAvG 0.0061 FAIL CL9-4-ABG OimLogSV Rock Cores_RO ** Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-346 of 598
ame Dimension log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-218 I Project No. I 6468-13-1072 Sample No. CL9*4-ABG Sample Depth (ft) 85.3-86.3 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2. Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along D3 0.00 0.2278 0.2209 0.2269 0.24 0.2289 0.2209 0.2269 0.48 0.2289 0.2209 0.2269 0.72 0.2289 0.2219 0.2269 0.96 0.2274 0.2226 0.2262 1.20 0.2256 0.2235 0.2256 1.44 0.2240 0.2245 0.2246 1.68 0.2216 0.2255 0.2229 1.92 0.2184 0.2256 0.2215 2.16 0.2154 0.2249 0.2196 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along 0 3 0.00 0.2323 0.2172 0.2242 0.24 0.2326 0.2172 0.2241 0.48 0.2313 0.2192 0.2241 0.72 0.2293 0.2205 0.2255 0.96 0.2271 0.2219 0.2255 1.20 0.2253 0.2234 0.2253 1.44 0.2234 0.2241 0.2246 1.68 0.2210 0.2249 0.2233 1.92 0.2177 0.2240 0.2222 2.16 0.2133 0.2189 0.2210 Dl Dz Da Maximum departure from best-fit straight line (in) 0.003 0.005 0.002 PASS or FAIL FAIL FAIL FAIL CL9-4-ABG DimLogSV Rock Cores_RO- Copy.xlsx
'Clinch River Data Report Rev.
4 CRP-1112.16 Page G.S-347 of 598
"'C(") ~= t1) ~ G):; a,:;o w ;::* ""'tl) co"" 0 c -Ill enS" Clinch River SMR MP-218 ~:;o 6468-13-1072 CL9-4-ABG t1)
"'C 85.3-86.3 0
~
~ End 1 Along 01 ~ End 1 Along 02 ---- I End 1 Along 03
- 0.2350 . - - - - - - - - - - - - - - - 0.2300 -.=---------_..::::...___ _ _ __
""'(") 0.2300 -=~-~ l
- o
--~~
"P 0.2250 --
II:::: 0.2240 t--------::::=---"'i:--:=~"""'-::-=-~~---
-- 0.2260 -
--~ ----~- ...
.... -==~-- ~=r~
........ 0.2200 - - -~:- :::-s: 0.2240
*----- ---~<-
1 0.2220 1 0.2220 Iy = -0.006x Hi.2312j .,...: - :_. __ ,............._.
....~ 0.2200 y =0.0025x + 0.2204 l 0.2200 t=}y~-0.0033x+0:2284
"' ---+
0.2180 0.2180 o.oo o.so 1.oo 1.5o 2.oo z.5o 0.00 0.50 1.00 II = I 1.50 2.00 2.50 I 0.00 0.50 1.00 1.50 2.00 2.50 End 2 Along 01 ~-0.2260 - End 2 Along 02 I o.n7o , End 2 Along 03
,::---------'='-------
0.2400~ 0.2350 .. -:: - - - - - - - - - - - - - - - - -
. . ~- 0.2260 i""~-~~=:::-:::.-~;;----::-------===
0.2300~- 0.2240 .. - - - _:.:.=.---.::-- 0.2250i= - - - - - *
~~ --t ..
0.2220 0.2240 0*~ ~?:=: 0.2250~-~* -----*~----- - 0.2230 - - ---- ~~ 0.2200 -~ 0.2200 ~----- 0.2220 +--- . 0.2150 Utioo87x+o.23481 ~~ 0.2180
- 0.2210 ; \v -a.oo12x+0.22531
=-==
~"'-'""------
f _-+ - - 1y _ o.0026x + 0.218~ 0.2100 .. 0.2160 0.2200 ~ 0 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 Prepared by/Date: ----";;.::.r..::.:::::.z.___t..LC.:e.o.:+
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Dally j/j}lltob:.r Project No. 6468-13-1072 Date 1213012013 Boring No. MP-218 Reviewed by /J-Run No. NIA Date 1-lo-1 3 Sample No. CL9-9-ABG Unit Weight (g/cm ) 2.706 sample Depth (ft) 86.3-87.3 Unit Weight (ibs/ft 3) ~8" ,~q (tp4:51~ Mass (g) 1099.91 Temp. (°F t*C) 72.4 I 22.4 Moisture Cond. Laboratory Air Dry Specific Gravity 2.71 Equipment .ID No./ Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231512312014 Parallel Bars CLT-06261 512012014 V-Biock CLT-06251512012014 Scale CLT-03701 911812014 Displacement Gage CLT-0721/ 611712014 Steel Rule CLT-05561 911012014 Feeler Gage Set CLT-05571 911712014 Square CLT-06221 512012014 Calipers CLT-02601 5121/2014 length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAvG I DAvG =2.0 to 2.5 L1 (in) 5.49 End 1 L2 (in) 5.48 Ls (in) 5.49 L4 (in) 5.50 LAvG (in) 5.49 D1 (in) 2.40 D2 (in) 2.40 DAvG (in) 2.40 2 Area (in ) 4.52 3 Volume (in ) 24.8 LAvGIDAvG 2.3 End 2 PASS or FAIL PASS CL9-9-ABG DimlogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-349 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-218 I Project No. I 6468-13*1072 Sample No. CL9*9*ABG Sample Depth (ft) 86.3. 87.3 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0120 PASS Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 1/230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0220 0.0350 Max Gap/ LAvG 0.0064 FAIL CL9-9*ABG DimLogSV Rock Cores_RO
- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-350 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-218 I Project No. I 6468-13-1072 Sample No. CL9-9-ABG Sample Depth (ft) 86.3- 87.3 End Flatness & Parallelism Tolerance (ASTM 04543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.2s*. Distance (in) End 1 Along 0 1 End 1 Along 0 2 End 1 Along 0 3 0.00 0.2007 0.2058 0.2002 0.24 0.2041 0.2069 0.2018 0.48 0.2055 0.2083 0.2045 0.72 0.2084 0.2099 0.2074 0.96 0.2108 0.2115 0.2104 1.20 0.2139 0.2135 . 0.2132 1.44 0.2150 0.2149 0.2159 1.68 0.2164 0.2160 0.2171 1.92 0.2172 0.2168 0.2176 2.16 0.2178 0.2170 0.2183 Distance (in) End 2 Along 0 1 End 2 Along 0 2 End 2 Along 0 3 0.00 0.2001 0.2018 0.1973 0.24 0.2018 0.2029 0.2000 0.48 0.2050 0.2053 0.2037 0.72 0.2077 0.2077 0.2075 0.96 0.2105 0.2113 0.2099 1.20 0.2129 0.2125 0.2121 1.44 0.2134 0.2137 0.2146 1.68 0.2145 0.2147 0.2153 1.92 0.2147 0.2153 0.2161 2.16 0.2148 0.2153 0.2174 Dl Dz Og Maximum departure from best-fit straight line (in) 0.003 0.002 0.002 PASS or FAIL FAIL FAIL FAIL CL9-9-ABG DlmLogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-351 of 598
"'C(") ~= t1) ~ G):; a,:;o w ;::* cntl) N"" 0 c -Ill enS" Clinch River SMR Boring No. MP-218 ~:;o 6468-13-1072 Sample No. t1) Cl9-9-ABG
"'C Sample Depth (ft) 0 86.3-87.3
~
~ _ End 1 Along 01
- I 0.2200 End 1 Along 02 o.2zso End 1 Along 03 0 2250 - , - - - - - - - - - - = : . . _ __ _ _ __
""'(") 0.2200 1" 0.2200 * -~:.
- o 0.2150 - - - -
0.2150 t ... -~:~- y 0.2150 ... -~_,...-
"P ....._.?-'--
~.::-:.._-
.... 0.2100 " _ _ _ _ _ _ _ _ _ __
........ 0~00 - -- - -- 0.2100 - -%?- -
-~--
....~ 0.:2050 -~-
0.2050 ~-- Iy 0.0057x + 0.20591 ~-'"'
"' 0.2000 : _,... - y- 0.0092x + 0.2007 o.zooo 1 0.1950 +----~---~--------.---~
0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 End 2 Along 01 o.z2oo End 2 Along 02 o.225o End 2 Along 03 0.2200 tl------------- 0.2150 r---------~;;;:::-;ry~~~~-- 0.2150 ..E ~
---- --+
-~~ Q;c;;--..
0~00 ~- 0.2100 r-----~~~~~~~------- 0.2050 --- r -*-:---
- E 0.2000 ~- -.-
-=~
Iy 0.0073x + 0.20161 0.2050 t8;-::-:::'l~==-----r:--:-::-:-------- 0.2050 0.2000
'~i;::~ c - --- ~v
~ 0.0095x+0.19921 0.1950 0.2000 +----~---.-----.-----.-------., 0.1950 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 Prepared by/Date: Joey Daily clUJ J#o/q Checked by/Date: 4 /- Jo- Jf
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Daily .4.fj 1ho/Jq Project No. 6468-13-1072 Date 12/?,7/2013 Boring No. MP-218 Reviewed by /let:- Run No. N/A Date j,./()- 14 Sample No. CL9-5-ABG Unit Weight (g/cm 3) 2.684 Sample Depth (ft) 90.3-91.3 Unit Weight (lbs/ft 3
) -:i:Gr.G- J(.~ p~j4, Mass (g) 1138.99 Temp. (°F I *q 74.3 I 23.5 Moisture Cond. Laboratory Air Dry Specific Gravity 2.69 Equipment ID No./ Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-0623/5/23/2014 Parallel Bars CLT-0626/ 5/20/2014 V-Biock CLT-0625/5/20/2014 Scale CLT-0370/ 9/18/2014 Displacement Gage CLT-0721/6/17 /2014 Steel Rule CLT-0556/9/10/2014 Feeler Gage Set CLT-0557/9/17/2014 Square CLT-0622/ 5/20/2014 Calipers CLT-0260/ 5/21/2014 Length/Diameter Ratio (ASTM 04543-08, Sections 7.2 and 10):
Check that LAvG I DAvG::: 2.0 to 2.5 L1 (in) 5.74 End 1 L2 (in) 5.74 L3 (in) 5.72 L4 (in) 5.73 LAVG (in) 5.73 0 1 (In) 2.40 D2 (in) 2.39 DAVG (in) 2.40 2 Area (in ) 4.52 3 Volume (in ) 25.9 LAvG/DAvG 2.4 PASS or FAIL End 2 PASS CL9-5-ABG DlmLogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-353 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I. Project Name I Clinch River SMR Boring No. MP-218 I Project No. I 6468-13-1072 Sample No. CL9-5-ABG Sample Depth (ft) 90.3-91.3 Side Straightness IASTM 04543-08, Section 9.1.1. Procedure S1): Check thatthe maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0150 PASS Perpendicularity (ASTM 04543-08, Section 9.3.2. Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230 = 0.0043. At End 1 At End 2 Maximum Gap (in) 0.0150 0.0490 Max Gap I LAvG 0.0086 FAIL CL9-5-ABG DimLogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-354 of 598
Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33} I Project Name I Clinch River SMR Boring No. MP-218 l Project No. I 6468-13-1072 Sample No. CL9-5-ABG Sample Depth (ft) 90.3-91.3 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2. Procedure FP2l: Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.2s*. oistance (in) End 1 Along D1 End 1 Along D2 End 1 Along D3 0.00 0.2175 0.2131 0.2166 0.24 0.2175 0.2131 0.2166 0.48 0.2175 0.2131 0.2166 0.72 0.2158 0.2131 0.2152 0.96 0.2140 0.2130 0.2138 1.20 0.2121 0.2122 0.2121 1.44 0.2101 0.2105 0.2093 1.68 0.2077 0.2088 0.2062 1.92 0.2055 0.2068 0.2030 2.16 0.2027 0.2054 0.1995 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along D3 0.00 0.2141 0.2160 0.2205 0.24 0.2138 0.2128 0.2183 0.48 0.2133 0.2123 0.2164 0.72 0.2131 0.2117 0.2148 0.96 0.2114 0.2107 0.2124 1.20 0.2088 0.2091 0.2089 1.44 0.2068 0.2076 0.2059 1.68 0.2045 0.2059 0.2033 1.92 0.2010 . 0.2055 0.1990 2.16 0.1986 0.2055 0.1946 Dl Dz D3 MaKimum departure from best-fit straight line (in) 0.002 0.002 0.003 PASS or FAll FAll FAll FAll CL9-5-ABG DimLogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-355 of 598
"'C(") ~= t1) ~ G):; a,:;o w ;::* cntl) 0 c -Ill enS" Clinch River SMR Boring No. MP-218 ~:;o 6468-13-1072 Sample No. CL9-5-ABG t1)
"'C Sample Depth {ft~ 90.3-91.3 0
~
~ . E~d-1 Along 01 I End 1 Along 02
- II 0.2250 -,:-----------=---- ----- 0.2180 .,.----------=-------- 0 _2250 ~ End 1 Along 03
""'(") 0.2200 -~-;:---
- o 02200~*~ O~WF "P --
- :::*-- . l 0.2150~:~
.... --~~
0.2120 ------ -~ 0.2100 ' -~~-
........ ...~ ....
0.2100
....~
- I ---=~==<~~ '~~:~*s--~--
0.2080
-- 0.2050 --~
0.2050 ~ ---- -=:-'~~
..,.---- 0.2060 ~ Jv--0.0036x+0.2148j -- o.2ooo 1v =-o.oos1x + 0.21961
"' -,. -+
0.2000 0.2040 0.1"150 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 I o.noo End 2 Along 01 _ ~---E_n_d_2_A_I_o_n!:'!g_0_2_ _ _ __ End 2 Along 03 0 2200 0.2300 T
- 0.2150 0.220ot::::::::~*-
0.2100 [ --.c~-:.::,._ - 0.2050 - -- - 0.2100~~- 0.2000 0.2050 f lv -0.004Rx+OJ1A.qj---~~ 0.2000 ~
~ ~211 -.
0.1950 +------,,-----,----~---..---~ 0.2000 +----.,.----.,----,.----,.. ------, 0.1900 -!,----,----..,----~---~---~ 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 Prepared by/Date: Joey Daily lfJ tUoit'( Checked by/Date: ~c/. 1- ro -J ame Dimension log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Dally jf.jj/JJAh/1' Project No. 6468-13-1072 Date 12/30/2013 Boring No. MP-218 Reviewed by rr-;:1-Run No. N/A Date / -to-14 3 Sample No. CL9-10-ABG Unit Weight (g/cm ) 2.679 Sample Depth {ft) 91.3- 92.3 Unit Weight (lbs/ft 3
) ~ (1.;1 jil:J'!J; Mass (g) 1075.73 Temp. (°F ;*c) 72.1 I 22.3 Moisture Cond. Laboratory Air Dry Specific Gravity 2.69 Equipment ID No./ Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-0623/5/23/2014 Parallel Bars CLT-0626/5/20/2014 V-B lock CLT-0625/5/20/2014 Scale CLT-0370/9/18/2014 Displacement Gage CLT-0721/6/17/2014 Steel Rule CLT-0556/9/10/2014 Feeler Gage Set CLT-0557/9/17/2014 Square CLT-0622/5/20/2014 Calipers CLT -0260/5/21/2014 length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10):
Check that lAvG I DAvG = 2.0 to 2.5 End 1 L1 (in) 5.44 L2 (in) 5.41 L3 (in) 5.42 l4 (in) 5.42 lAVG (in) 5.42 D1 (in) 2.39 D2 (in) 2.40 DAVG (in) 2.40 2 Area (in ) 4.52 3 Volume (in ) 24.5 LAvG/DAvG 2.3 End 2 PASS or FAIL PASS CL9-10-ABG Dimlog5V Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-357 of 598
ame Dimension log for Intact Rock Cores ASTM 04543*08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-218 I Project No. I 6468-1.3-1072 Sample No. CL9-10-ABG Sample Depth (ft) . 91.3-92.3 Side Straightness (ASTM 04543-08, Section 9,1,1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (In) 0.0050 PASS Perpendicularity (ASTM 04543-08, Section 9.3.2. Procedure P2): Checl< that Max Gap I LAVG is less than or equal to 11230 = 0.0043. At End 1 At End 2 Maximum Gap (in) 0.0430 0.0340 Max Gap I LAvG 0.0079 FAIL CL9-10-ABG DimlogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-358 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-218 I Project No. I 6468-13-1072 Sample No. CL9-10-ABG Sample Depth (ft) 91.3-92.3 End Flatness & Parallelism Tolerance (ASTM 04543-08. Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.2s*. Distance (in) End 1 Along 0 1 End 1 Along D2 End 1 Along D3 0.00 0.1531 0.1412 0.1484 0.24 0.1531 0.1431 '0.1484 0.48 0.1528 0.1450 0.1492 0.72 0.1524 0.1468 0.1495 0.96 0.1514 0.1477 0.1495 1.20 0.1502 0.1478 0.1495 1.44 0.1491 0.1478 0.1487 1.68 0.1479 0.1478 0.1472 1.92 0.1464 0.1478 0.1458 2.16 0.1447 0.1469 0.1445 Distance (in) End 2 Along D1 End 2 Along 0 2 End 2 Along D3 0.00 0.1523 0.1397 0.1456 0.24 0.1523 0.1434 0.1475 0.48 0.1523 0.1460 0.1490 0.72 0.1520 0.1470 0.1491 0.96 0.1510 0.1471 0.1491 1.20 0.1493 0.1471 0.1491 1.44 0.1477 0.1471 0.1481 1.68 0.1457 0.1471 0.1466 1.92 0,1437 0.1468 0.1440 2.16 0.1410 0.1443 0.1417 Dl Dz Ds Maximum departure from best-fit straight line (in) 0.002 0.004 0.003 PASS or FAIL FAIL FAIL FAIL Maximum angular diff. between opposing best-fit lines (deg PASS or FAIL CL9-10*ABG DimLogSV Rock Cores_RO
- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-359 of 598
"'C(") ~= t1) ~ G):; a,:;o w ;::* "'tl) o"" 0 c -Ill enS" Clinch River SMR Boring No. MP-218 ~:;o t1) 6468-13-1072. Sample No. Cl9-10-ABG
"'C 0 Sample Depth (ft) 9~.3-92.3
~
~
- End 1 Along 02 [ o.152o -- End 1 Along o3 ~
0.1520 -.:---------=-------
""'(")
- o 0.1500 --~ 0.1500 --- I "P 0.1480 '!-~ _,._- -*--~-
.... 0.1490 -~--
!"~R£ .
........ 0.1460 ~ *--- --- - --- 0.1480 --
1--.--:=--------- -=::::::::::; -- 0.1440 --- - ----- 0.1470 ---- ----
....~
. =2 0.1420 -- y 0.0026X + 0.1434 0.1460
"' t I~- ............. -n*' ..... ..__. 1 ...
r- 0.1450 y- -0.0017x + 0.1499\ - - ~ 0.1440 .
- 0.1400
-f----~-----r---~---~--~ 0.1440 e ' '
0.00 050 1.00 1.50 2.00 2.50 1 o.oo 0.50 1.00 1.50 2.00 2.50 1 0.00 0.50 1.00 1.50 2.00 2.50 End 2 Along 01 End 2 Along 03
- E End 2 Along 02 0.1460 ; __~-~
0.1440 --*----- ----------- 0.14201. 0.1450 E I - =Yo:~ o.1400 J~-------1,1y;-:[oil.o1roM"1s&x;-:+;<ol:.11.4i33:661-l----- O_j_40Q * + o.138o 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 Prepared by/Date: Joey Dally jfO #ol/q Checked by/Date: ~ *- * ,
Dimension log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR-33) 11HI I }5h/llf Project Name Clinch River SMR Tested by M. Hamilton Project No. 6468-13-1072 Date 1/29/2014 Boring No. MP-219A Reviewed by T. Landis rrrt:. II: 0. I Run No. N/A Date 1/30/2014 3 Sample No. L3-50-BH Unit Weight (g/cm ) 2.679 Sample Depth (ft) 103.3-104.0 Unit Weight (lbs/ft 3
) 1'6'1':2-1~1 J-6-l- :; Mass (g) 834.14 Temp. (°F /'C) 72.3 I 22.4 Moisture Cond. Laboratory Air Dry Specific Gravity 2.69 Equipment ID No. I Calibration Due Equipment iD No./ Calibration Due Support Surface CLT-0623/5/23/2014 Parallel Bars CLT-0626/5/20/2014 V-B lock CLT-0625/5/20/2014
- Scale CLT-0370/9/18/2014 Displacement Gage CLT-0721/6/17/2014 Steel Rule CLT-0556/9/10/2014 Feeler Gage Set CLT-0557/9/17/2014 Square CLT-0622/5/20/2014 Calipers CLT-0260/5/21/2014
,Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10):
Check that LAvG I DAvG =2.0 to 2.5 End 1
~ 1 (in) 4.22 L2 (in) 4.21 L3 (in) 4.21 L4 (in) 4.21 LAvG (in) 4.21 D1 (in) 2.40 D2 (in) 2.39 DAvG (in) 2.40 2
Area (in ) 4.52 3 Volume (in ) 19.0 LAvG/DAvG 1.8 End 2 PASS or FAIL FAIL MP-219A L3-50-BH DlmLogSV D4543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-361 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP*219A I Project No. I 6468-13-1072 Sample No. L3-50-BH Sample Depth (ft) 103.3-104.0 Side Str~~ ess ASTM 04543*08 Section 9.1.1 Procedure 51 : Check that the aximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) N/A At End 1 Maximum Gap (in) N/A Max Gap I LAvG 0.0000 PASS MP-219A L3-50-BH DimLogSV D4543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-362 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-219A I Project No. I 6468-13-1072 Sample No. L3-50-BH Sample Depth (ft) 103.3-104.0
-~
End Flatness & Parallelism Tolerance IASTM 04543-08 Section 9.2.2 Procedure FP2l:
~t ""'" doo* oot dop*rt f.om b"t-flt "";ght Uoe by mo" th*o O.OOllo.
at maximum angular difference between opposing best-fit straig~t lines is no more than 0.2s*. Dista~ (in) End 1 Along 0 1 End 1 Along 0 2 End 1 Along D3 0.00'\. N/A N/A N/A 0.24 '\. N/A N/A N/A 0.48 '\ N/A N/A N/A 0.72 1'\. N/A N/A N/A 0.96 '\. N/A N/A N/A 1.20 '\.N/A N/A N/A 1.44 ~ N/A N/A 1.68 N/A '\. N/A N/A 1.92 N/A '\. N/A N/A 2.16 N/A '\ N/A N/A
\.
Distance (in) End 2 Along D1 ~d 2Aiong D2 End 2 Along 0 3 0.00 N/A '\.N/A N/A 0.24 N/A N~ N/A 0.48 N/A N/A '\.rJ {( I1Av\ (A N/A 0.72 N/A N/A '\111', N/A 0.96 N/A N/A V\ N/A 1.20 N/A N/A '\. N/A 1.44 N/A N/A '\. N/A 1.68 N/A N/A '\t-J!A 1.92 N/A N/A N~ 2.16 N/A N/A N/A '\. Dl D~ D3 Maximum departure from best-fit straight line (in) #VALUE! #VALUE'r. #VALUE! PASS or FAIL #VALUE! #VALUE I ~ALUEI
'\.
Maximum angular diff. between opposing best-fit lines (deg) #DIV/0! #DIV/0! #DIV/~ PASS or FAIL #DIV/0! #DIV/01 #DIV/0! MP-219A L3-50-BH DimLogSV D4543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-363 of 598
Dimension log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Daily 1'!{;) !I¥JifLI 1." Project No. 6468-13-1072 Date 1/29/2014 Boring No. MP-219A Reviewed by T. Landis 4 1/: I Run No. N/A Date 1/30/2014 3 Sample No. L3-51-BG Unit Weight (g/cm ) 2.685 Sample Depth (ft) 134.1-134.7 Unit Weight (lbs/ft') 1:&?-:o 1'-~ fPJ.- 'Jy-Mass (g) 1086.74 Temp. (°F I 'C) 70.3 I 21.3 Moisture Cond. Laboratory Air Dry Specific Gravity 2.69 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231 5123/2014 Parallel Bars CLT-06261 512012014 V-Biock CLT-06251 5/20/2014 Scale CLT-0370/ 9/18/2014 Displacement Gage CLT"07211 6/1712014 Steel Rule CLT-05561 911012014 Feeler Gage Set CLT-0557/9/17/2014 Square CLT-06221 512012014 Calipers CLT-02601 5/21/2014 Length/Diameter Ratio (ASTM 04543*08. Sections 7.2 and 10): Check that LAvG I DAvG = 2.0 to 2.5 End 1 L1 (in) 5.49 L2 (in) 5.50 L3 (in) 5.50 L4 (In) 5.49 LAvG (in) 5.50 0 1 (in) 2.39 0 2 (in) 2.39 PAvG (in) 2.39 2 Area (in ) 4.49 3 Volume (in ) 24.7 LAvG/DAVG 2.3 End 2 PASS or FAIL PASS MP-219A L3*51-BG DimLogSV D4543*08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-364 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP*219A I Project No. I 6468-13-1072 Sample No: L3-51-BG Sample Depth (ft) 134.1-134.7 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0120 PASS Perpendicularity (ASTM 04543*08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0260 0.0150 Max Gap I LAvG 0.0047 FAIL MP*219A L3-51-BG DimLogSV D4543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-365 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-219A I Project No. I 6468-13-1072 Sample No. L3-51-BG Sample Depth (ft) 134.1-134.7 End Flatness & Parallelism Tolerance (ASrM D4543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines Is no more than 0.25'. Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along D3 0.00 0.4942 0.5007 0.4967 0.24 0.4961 0.5007 0.4974 0.48 0.4986 0.5015 0.4994 0.72 0.5003 0.5020 0.5007 0.96 0.5020 0.5028 0.5021 1.20 0.5033 0.5033 0.5034 1.44 0.5046 0.5033 0.5045 1.68 0.5060 0.5033 0.5049 1.92 0.5069 0.5032 0.5049 2.16 0.5075 0.5022 0.5049 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along D3 0.00 . 0.4927 0.5055 0.4960 0.24 0.4949 0.5055 0.4974 0.48 0.4973 0.5055 0.4992 0.72 0.5004 0.5055 0.5012 0.96 0.5024 0.5055 0.5028 1.20 0.5039 0.5055 0.5036 1.44 0.5043 0.5050 0.5036 1.68 0.5043 0.5042 0.5037 1.92 0.5043 0.5030 0.5037 2.16 0.5043 0.5013 0.5033 Dl 02 Da Maximum departure from best-fit straight line (in) 0.003 0.002 0.002 PASS or FAll FAIL FAIL FAll Maximum angular diff. between opposing best-fit lines (deg) MP-219A L3-51-BG DimlogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-366 of 598
"'C(") ~= t1) ~ G):; a,:;o w ;::* "'tl) 0 c -Ill enS" Clinch River SMR Boring No. MP-219A ~:;o 6468-13-1072 Sample No. t1) 1.3-51-BG
"'C Sample Depth (ft) 134.1-134.7 0
~
I j
~ End 1 Along 01 End 1 Along 02
- 0.5150 1 0.5080 End 1 Along 03 1
""'(") 0.5060 ---- I
- o O.SlOOt -=~ 0.5030 -------- ----11--;- *
- : : : : 0.5040 "P
.... 0.5050~~--
- 1 0.5020 -~ ~
. ---- ----* 0.5020 ~
--Y---
~--* -- I
....~ 1 0.5000 ~======== I 0.5000. --~==-- I;
! 0.4980 ~- -
"' 0.4950 1'-- --- \Y0.0062X + 0.4952. r----- I-~ o.4960 ~:_
--""__________-f:y:--;;o_-;;o;;;04;:;2x::+~0~.4:;;:9;:;73;-J-------- I 0.4900 J~:_---,..---~---~--~..----, o.4940 1 0.00 0.50 1.00 1.50 2..00 2..50 0.00 0.50 1.00 1.50 2.00 2.50 o.oo o.so 1.oo 1.so 2.oo 2.so I 1
End 2 Along 01 End 2 Along 02 I o.soso End 2 Along 03 ] 0.5100 t -----= --- 0.5060 E - I 0.5050~,--~-~ 0.5000 0.5020 ~ * - -* - --- --
---------- I. 05000 " ---~ -*~.-==~
- t. -- -- . ~---
0.4950 : : --
*,~---.-----.--~lv~==O=.o~~=5=X=+=0.:49=4=9~1______
*-b 0.4980 -
0.4960 f-
-4i~ -
Iy 0.0035x + 0.4976 f 0.4900 .j: 0.5000 0.4940
- 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2..00 2.50 I
Prepared by/Date: J. Daily 1/29/14 J/!J;be;JF/ Checked by/Date: T.landis 1/30/14 /(-;l*I.Jso{lf
ame Dimension log for Intact Rock Cores ASTM 04543-08 {with deviations per SDDR-33} Project Name Clinch River SMR Tested by J. Daily J/J;/?;o/tif Project No. 6468-13-1072 Date 1/29/2014 Boring No. MP-219A Reviewed by T. Landis /,;ld Run No. N/A Date 1/30/2014 Sample No. L3-52-B ../__ Unit Weight (g/cm 3
) 2.658 Sample Depth (ft) 167.6-168.1 Unit Weight (ibs/fe) 1~ ibb /f'l/ ::~,., f Mass (g) 967.05 Temp. n /'C) 72.9 I 22.7 Moisture Cond. Laboratory Air Dry Specific Gravity 2.66 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-0623/5/23/2014 Parallel Bars CLT-0626/5/20/2014 V-Biock CLT-0625/5/20/2014 Scale CLT-0370/9/18/2014 Displacement Gage CLT-0721/6/17/2014 Steel Rule CLT-0556/ 9/10/2014 Feeler Gage Set CLT-0557/9/17/2014 Square CLT-0622/5/20/2014 Calipers CLT-0260/5/21/2014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10):
Check that LAvG I DAvG = 2.0 to 2.5 l 1 (in) End 1 4.94 L2 (in) 4.95 L3 (in) 4.94 l 4 (in) 4.93 LAVG (in) 4.94 D1 (in) 2.39 D2 (in) 2.39 DAVG (in) 2.39 2 Area (in ) 4.49 3 Volume (in ) 22.2 lAvG/DAVG 2.1 End 2 PASS or FAll PASS MP-219A L3-52-B DimLogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-368 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-219A I Project No. I 6468-13-1072 Sample No. L3-52-B Sample Depth (ft) 167.6-168.1 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): eck that the maximum gap between specimen and flat surface does not exceed 0.020 in. N/A FAIL At End 2 Maximum Gap (in) N/A Max Gap I LAvG 0.0000 PASS MP-219A L3-52-B DimlogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-369 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-219A I Project No. I 6468-13-1072 Sample No. L3-52-B Sample Depth (ft) 167.6-168.1 End Flatness & Parallelism Tolerance {ASTM 04543-08, Section 9.2.2, Procedure FP2): heck that flatness does not depart from best-fit straight line by more than 0.001 in. Ch k that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Dist~e (in) End 1 Along 0 1 End 1 Along 0 2 End 1 Along 0 3 0.0"" N/A N/A N/A 0.24 "'-.' N/A N/A N/A 0.48
" I'\.._
N/A N/A N/A 0.72 N/A N/A N/A 0.96 N/A N/A N/A 1.20 ~/A N/A N/A 1.44 N/A... N/A N/A 1.68 N/A '\.._ N/A N/A 1.92 N/A "t ~ N/A N/A K 2.16 N/A N/A N/A Distance (in) End 2 Along 0 1 En~ Along 0 2 End 2 Along 0 3 0.00 N/A ~ N/A 0.24 N/A N/A"' N/A 0.48 N/A N/A ~ N/A 0.72 N/A N/A ~ ".,;>= N/A 0.96 N/A N/A ~V N/A 1.20 N/A N/A " ( N/A 1.44 N/A N/A '-NJA 1.68 N/A N/A N/~ 1.92 N/A N/A N/A '\.._ 2.16 N/A N/A N/A ~ Dl Dz '\. Dg Maximum departure from best-fit straight line (in) #VALUE! #VALUE! #~UE! PASS or FAIL #VALUE! #VALUE! #VAL~! Maximum angular diff. between opposing best-fit lines (deg) #DIV/0! #DIV/01 #DIV/01 PASS or FAIL #DIV/01 #DIV/0! #DIV/0! MP-219A L3-52-B DimLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-370 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33}
>>1 tl 1kv/J If JJJIJgo)IIJ Project Name Clinch River SMR Tested by M. Hamilton I J. Daily Project No. 6468-13-1072 Date 112212014 Boring No. MP-219A Reviewed by T. Landis t"'(':/I I?ll 14-Run No. NIA Date 112912014
,.J, ')
3 Sample No. L3-53-BH Unit Weight (g/cm ) 2.671 Sample Depth (ft) 199.1-200.1 Unit Weight (lbs/ft') le&&.'l"' 16:>1 ~ Mass (g) 1098.56 Temp. (°F I 'C) 72.5 I 22.5 Moisture Cond. Laboratory Air Dry Specific Gravity 2.68 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231 512312014 Parallel Bars CLT-06261 512012014 V-B lock CLT-06251 512012014 Scale CLT-03701 911812014 Displacement Gage CLT-07211 6/1712014 Steel Rule CLT-0556/ 9/10/2014 Feeler Gage Set CLT-0557/ 9/17/2014 Square CLT-0622/ 5/20/2014 Calipers CLT-0260/ 5/21/2014 Length/Diameter Ratio (ASTM 04543*08, Sections 7.2 and 10): Check that LAvG I DAvG =2.0 to 2.5 End 1 L1 (in) 5.56 l 2 (in) 5.55 L3 (in) 5.55 L4 (in) 5.56 lAVG (in) 5.56 D1 (in) 2.40 D2 (in) 2.40 DAVG (in) 2.40 4.52 25.1 2.3 End 2 PASS or FAIL PASS MP-219A L3-53-BCH DlmlogSV 04543-08 Rl.xlsx Clinch*River Data Report Rev. 4 CRP-1112.16 Page G.S-371 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) m 11 1kt>/ Jlf JJJ 1/t,o/;t; Project Name* Clinch River SMR Tested by M. Hamilton I J. Daily Project No. 6468-13-1072 Date 112212014 Boring No. MP-219A Reviewed by T. Landis l"'"t't/7.Ct 14 Run No. NIA Date 112912014 Sample No. L3-53-BH Unit Weight (g/cm 3 ) 2.671 Sample Depth (ft) 199.1-200.1 Unit Weight (lbs/fe) 166.7 Mass (g) 1098.56 Temp. (°F I 'C) 72.5 I 22.5 Moisture Cond. Laboratory Air Dry Specific Gravity 2.68 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231512312014 Parallel Bars CLT-06261 512012014 V-Biock CLT-06251512012014 Scale CLT-03701 911812014 Displacement Gage CLT-07211611712014 Steel Rule CLT-05561 911012014 Feeler Gage Set CLT-05571911712014 Square CLT-0622/ 5120/2014 Calipers CLT-0260/ 512112014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAvG I DAVG " 2.0 to 2.5 End 1 L1 (in) 5.56 L2 (in) 5.55 L3 (in) 5.55 L4 (in) 5.56 LAvG (in) 5.56 D1 (in) 2.40 D2 (in) 2.40 DAvG (in) 2.40 2 Area (in ) 4.52 3 Volume (in ) 25.1 LAvGIDAvG 2.3 End 2 PASS or FAIL PASS MP-219A L3-53-BCH DlmLogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-372 of 598
Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-219A I Project No. I 6468-13-1072 Sample No. L3-53-BH Sample Depth (ft) 199.1-200.1 Side Straightness (ASTM 04543*08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0240 FAIL Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 1/230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0160 0.0440 Max Gap I LAvG 0.0079 FAIL j MP-219A L3-53-BCH DimLogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-373 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-219A I Project No. I 6468-13-1072 Sample No. L3-53-BH Sample Depth (ft) 199.1-200.1 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along D3 o.oo 0.3564 0.3419 0.3477 0.24 0.3573 0.3438 0.3487 0.48 0.3573 0.3461 0.3503 0.72 0.3573 0.3494 0.3521 0.96 0.3573 0.3532 0.3544 1.20 0.3573 0.3555 0.3554 1.44 0.3567 0.3565 0.3554 1.68 0.3552 0.3579 0.3555 1.92 0.3538 0.3599 0.3559 2.16 0.3515 0.3628 0.3565 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along D3 0.00 0,3554 0.3446 0.3512 0.24 0.3573 0.3466 0.3519 0.48 0.3573 0.3493 0.3530 0.72 0.3573 0.3512 0.3542 0.96 0.3573 0.3532 0.3546 1.20 0.3571 0.3550 0.3551 1.44 0.3558 0.3574 0.3554 1.68 0.3549 0.3591 0.3557 1.92 0.3533 0.3606 0.3562 2.16 0.3518 0.3618 0.3564 Dl Dz Ds Maximum departure from best-fit straight line (in) 0.002 0.002 0.002 PASS or FAIL FAIL FAIL FAIL MP-219A L3-53-BCH DimLogSV D4543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-37 4 of 598
"'C(") ~= t1) ~ G):; a,:;tJ w ;::* .._.tl) en"" 0 c -Ill enS" Clinch River SMR Boring No. MP-219A ~:;o 6468-13-1072 Sample No. L3-53-BH t1)
"'C Sample_[).,pth (ft) 199.1-200.1 0
~
~ End 1 Along 01
- 03600 . . - - - - - - - - - - - - - - - -
~ End 1 Along 02 -~ End 1 Along 03 0.3600
""'(") 03580 ~----- - . 03650- -
- o Mmot
--! *--*--~ * ! 0.3600 -?
"P
.... 0.3560 ~ ~~---- 1 0.3550 -~:~-
........ E -~~-----=---
....~ 03540 t
== ----- ~ !i 03500 [ _a,;:,;--
~~~:~~?~
- ~:~~ .
o.3s2o ~ -- I 1
----:~-.----------
' lv=-0.002x+035s2J
"' + 1 0.3400 IY= o:oo97x + 0.34221 U-'l'I<SU
_.-- (i~0:0~6t=: 0.3500 ! 03460 1 ' '
~ ~ ~ ~ ~ ~I 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 I -- ------ - r------- 1 I o.36oo _ End 2 Along 01 - o.365o End 2 Along 02 l I o.3600 t End 2 Along 03 o.3580 --- _ I 0.3600 - - -- - 0.3580 f --
0.3550 0.3560 ~*- i' - .- -. I o.3540 f
- O~ffi~ ~
- = ---=======:-_
~ _ I 0.3500 03520 t .,....,,...., ' ....
0.3450
----*-=-- I - ....- *- _ 1 5.40~-
>~v
~~ o.o024x+0.3518f o.35oo Iv -O.om9x + o.3s7sl - i .f'_-_'!:'-- -- lv 0.3400 ! ' ------* - - --- t 3 ;oo +r----.----.--- -..----,.----.
0.00 0.50 1 .0 0 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 Il 0.00 0.50 1.00 1.50 2.00 2.50 Ntll- lj3c/iLI ;-?JJ J/to-)!z;
~
Prepared by/Dat<>: M. Hamilton f J. Daily 1/22/14 Checked by/Date: T. Landis 1/29/14 6'Jl>t,l-zct{el
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Daily ,ID Jj.?dttl Project No. 6468-13-1072, Date 113112014' Boring No. MP-219A Reviewed by T. Landis -.-;;/.. r/3 Run No. NIA Date 113112014 3 Sample No. L3-54-BG Unit Weight (g/cm ) 2.651 Sample Depth (ft) 219.1-219.6 Unit Weight (lbs/fe) 1~ J&l£> jJJ,'->" Mass (g) 464.80 Temp. (°F I *q 70.1 I 21.2 Moisture Cond. Laboratory Air Dry Specific Gravity 2.66 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231 512312014 Parallel Bars CLT-06261 512012014 V-Biock CLT-06251 512012014 Scale CLT-03701 911812014 Displacement Gage CLT-07211 611712014 Steel Rule CLT-05561 911012014 Feeler Gage Set CLT-0557I 911712014 Square CLT-06221 512012014 Calipers CLT-02601 512112014 Length/Diameter Ratio (ASTM D4543*08, Sections 7.2 and 10): Check that LAvco I DAvco = 2.0 to 2.S L1 (in) 2.35 End 1 L2 (in) 2.37 L3 (in) 2.37 L4 (in) 2.35 LAvG (in) 2.36 0 1 (in) 2.40 D2 (in) 2.40 DAvG (in) 2.40 4.52 10.7 1.0 End 2 PASS or FAIL FAIL MP-219A L3-54-BG DimLogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-376 of 598
ame Dimension log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-219A I Project No. I 6468-13-1072 Sample No. L3-54-BG Sample Depth (ft) 219.1-219.6 N/A FAIL At End 2 Maximum Gap (in) N/A Max Gap I LAvG 0.0000 PASS MP-219A L3-54-BG DlmLogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-377 of 598
- ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33)
I Project Name I Clinch River SMR Boring No. MP-219A I Project No. J 6468-13-1072 Sample No. L3-54-BG Sample Depth (ft) 219.1-219.6 nd Flatness & Parallelism Tolerance [ASTM D4543-08 Section 9.2.2 Procedure FP2):
~~ """"' do" oot d*p*rt fmm b*~*fit ""lght "' by moM thoo 0.0011o.
CheeR hat maximum angular difference between opposing best*flt straight lines is no more than 0.25'. Distan?e,Jin) End 1 Along D1 End 1 Along D2 End 1 Along D3 0.00" N/A N/A N/A 0.24 N/A N/A N/A 0.48 N/A N/A N/A 0.72 N/A N/A N/A 0.96 "N/A N/A N/A 1.20 NA N/A N/A N/~ 1.44 N/A N/A 1.68 N/A N/A N/A 1.92 N/A \Q /J N/A N/A v *--*-**-- 2.16 N/A / N/A N/A Distance (in) End 2 Along D1 En~AiongD 2 End 2 Along D3 0.00 N/A ~ N/A 0.24 N/A N/A"-. N/A 0.48 N/A N/A W' N/A 0.72 N/A N/A ~ ~. N/A
~
0.96 N/A N/A N/A 1.20 N/A N/A N/A 1.44 N/A N/A ~/A 1.68 N/A N/A ~ 1.92 N/A N/A N/A'\_ 2.16 N/A N/A N/A Dl D2 '\ D3 Maximum departure from best-fit straight line (in) #VALUE I #VALUE! ~ALUE! PASS or FAIL #VALUE! #VALUE! #V~UEI
'\.
Maximum angular diff. between opposing best-fit lines (deg) #DIV/01 #DIV/01 #DIV/01 PASS or FAIL #DIV/0! #DIV/0! #DIV/0! MP-219A L3-54-BG DimlogSV D4543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-378 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Dally /JJJ ;!'l//11 Project No. 6468-13-1072 Date 11/15/2013 Boring No. MP-220 Reviewed by /'i;:t. Run No. N/A Date 1-'l-14 Sample No. L2-34-C Unit Weight (g/cmAS) 2.696 Sample Depth (ft) 57.9-59.0 Unit Weight (lbs/ft113) :t.~ll,.,.b' g.a.J;~ /4/rt-~ Mass (g) 1020.58 Temp. °F/*c 73.o I 22.8 Moisture Cond. Laboratory Air Dry Specific Gravity 2.70 Equipment 10 No./ Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-0623/5/23/2014 Parallel Bars CLT-0626/ 5/20/2014 V-Biock CLT-0625/5/20/2014 Scale CLT-0370/ 9/18/2014 Displacement Gage CLT-0721/6/17/2014 Steel Rule CLT-0556/ 9/10/2014 Feeler Gage Set CLT-0557/ 9/17/2014 Square CLT-0622/ 5/20/2014 Calipers CLT-0260/ 5/21/2014 Length/Diameter Ratio (ASTM 04543-08, Sections 7.2 and 10): Check that LAvG I DAvG = 2.0 to 2.5 L1 (In) 5.14 End 1 L2 (In) ' 5.14 L3 (In) 5.16 L4 (In) . 5.16 LAvG (In) 5.15 D1 (in) 2.39 D2 (In) 2.38 DAVG (in) 2.39 4.49 23.1 2.2 End 2 PASS or FAIL PASS L2-34-C Dim Log Rock Cores_RO plane comparison Sl temp and density.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-379 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-220 I Project No. I 6468*13*1072 Sample No. L2*34-C Sample Depth (ft) 57.9*59.0 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): Check that the maximum gap between speci!l'len and flat surface does not exceed 0.020 in. Max Gap (In) 0.0350 FAIL Section 9.3.2, Procedure P2 (RMC 3-27-2012) Perpendicularity (ASTM 04543*08, SectioR g,g,1, Procea~l: Check that Max Gap I LAVG Is less than or equal to 11230::: 0.0043. At End 1 At End 2 Maximum Gap (in) 0.0220 M230 Max Gap I LAvG 0.0045 FAIL L2-34-C Dim Log Rock Cores__RO plane comparison Si temp and density.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-380 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name. I Clinch River SMR Boring No. MP-220 I Project No. I 6468-13-1072 Sample No. L2-34-C Sample Depth (ft) 57.9-59.0 End Flatness & Parallelism Tolerance (ASTM 04543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Checl< that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along D3 0.00 0.4589 0.4542 0.4518 0.24 0.4608 0.4556 0.4544 0.48 0.4629 0.4603 0.4587 0.72 0.4648 0.4627 0.4624 0.96 0.4663 0.4658 0.4650 1.20 0.4673 0.4674 0.4670 1.44 0.4680 0.4711 0.4705 1.68 0.4688 0.4743 0.4735 1.92 0.4708 0.4776 0.4764 2.16 0.4709 0.4811 0.4783 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along 0 3 0.00 0.4609 0.4537 0.4580 0.24 0.4610 0.4558 0.4587 0.48 0.4627 0.4587 0.4614 0.72 0.4653 0.4619 0.4632 0.96 0.4663 0.4645 0.4665 1.20 0.4668 0.4662 0.4665 1.44 0.4679 0.4693 0,4695 1.68 0.4703 0.4708 0.4723 1.92 0.4708 0.4715 0.4742 2.16 0.4710 0.4716 0.4755 Dl D2 Ds Maximum departure from best-fit straight line (in) O.Ml 0.002 0.001 PASS or FAIL PASS FAIL PASS L2-34-C Dim log Rock Cores_RO plane comparison Sl temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-381 of 598
"'C(") ~= t1) ~ G):; a,:;tJ w ;::* cot!) N"" 0 c ~;. ame& Project Name Clinch River SMR Boring No. MP-220 ~:;o Project No. 6468-13-1072 Sample No. 12-34-C t1) Sample Depth {ft) 57.9-59.0
"'8
~
~ *- End 1 Along 01
- 0.4850 .,.----------= Along 02 End 1 :......... _ _ _ __ End 1 Along 03 If" 0.4750 ~ __ 0.4850 .,------------'=---------
""'(") 0.4800. ~~ 0.48~0
- o . -~
!0.4700;. ~~
! 0.47;:,0 ~-*
"P --- -
.... ~ E _..,--~---- 0.4700 ~----
0.4700
-~ ~
1 0.4650 :~-- -
........ ! r -- -- 0.4650 ~- -
_z- 0.4650 *--?-; j: A.,.~ 0.4600 - - -~-
....~ 1 0.4600 l=--=---- 0.4600 ~ -~ 04550* -~
"' 0.4550 ~--------' 0:4500 '1:!?-'-------- -----..,--c-:-- -=-:r--
0 .4550 . f lv=0.0055x+0.46j o.45oo F , l;-o.ou4o<+0.453sr
' _ly- 0.0124X+0.45241
' 0.4450 .
0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 l 0.00 0.50 1.00 1.50 2.00 2.50 r r ' I ~2~~M . o.4800 _
' 0.4750 -,..-----------'~- End 2 Along 02 't____E_n_d..:...;_2_AI...c:.:o:.:.n"""g._0=-=-3_ _ _ __
t f' 0 4800 [ - -- i 0.4700 f ~-~ 0.4750 ri--------~- 0.47 E 00~-...*~ ~ f s;;- ~- -Z~ 1 0.46501==:::--- o.465o E -*.::%~~-
- i .
~ !.. --- --
f 0.4600 * -:::.-- - lv=o.oo52x+0.46o7j I! 0.4550 : f ::~.
* ~::- -~=0.0086x+0.4573J 0.4550 :
r o.oo o.so 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 Prepared by/Date: Joey Daily Checkedby/Date: a J-9 -t+/-
ame Dimension Log for Intact Rock Cores ASTM 04543-08 {with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Dally IJ:h):il~)lif Project No. 6468-13-1072 Date 11312014 Boring No. MP-220 Reviewed by T. Landis /tr:f. .. Date 112212014 IJ~'t-J Run No. NIA Sample No. L2-35-BH Unit Weight (glcm3 ) 2.703 Sample Depth (ft) 74.0-74.6 Unit Weight (lbslft 3
) -~ t6<1 §&)--.
Mass (g) 10S8.70 Temp. (0 1' I 'C) 75.2 I 24.0 v Moisture Cond. Laboratory Air Dry Specific Gravity 2.71 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231 512312014 Parallel Bars CLT-06261 512012014 V-Biock CLT-06251 512012014 Scale CLT-03701 911812014 Displacement Gage CLT-0721/ 611712014 Steel Rule CLT-05561 911012014 Feeler Gage Set CLT-0557I 911712014 Square CLT-06221 512012014 Calipers CLT-02601 512112014 Length/Diameter Ratio (ASTM 04543-08, Sections 7.2 and 10): Check that LAve I DAvG"' 2.0 to 2.5 End 1 L1 (in) 5.36 L2 (in) 5.37 l3 (in) 5.36 L4 (in) 5.36 LAVG (in) 5.36 D1 (in) 2.38 0 2 (in) 2.38 DAVG (in) 2.38 2 Area (in ) 4.45 3 Volume (in ) 23.9 LAvGIDAvG 2.3 End 2 PASS or FAIL PASS L2-35-BH DimLogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-383 of 598
ame Dimension Log for Intact Rocl< Cores ASTM 04543-08 (with deviations per SDDR-33} I Project Name I Clinch River SMR Boring No. MP-220 I Project No. I 6468-13-1072 Sample No. L2-35-BH Sample Depth (ft) 74.0-74.6 Side Straightness (ASTM 04543-08, Section 9.1.1. Procedure S1): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0180 PASS Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230 = 0.0043. At End 1 At End 2. Maximum Gap (in) 0.0280 0.0180 Max Gap I LAve.; 0.0052 FAIL L2-35-BH DlmLogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-384 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33} I Project Name I Clinch River SMR Boring No. MP-220 I Project No. I 6468-13-1072 Sample No. L2-35-BH Sample Depth (ft) 74.0-74.6 End Flatness & Parallelism Tolerance (ASTM 04543-08, Section 9.2.2. Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance (in) End 1 Along 0 1 End 1 Along 0 2 End 1 Along 0 3 o.oo 0.4727 0.4796 0.4773 0.24 0.4745 0.4796 0.4773 0.48 0.4759 0.4796 0.4773 0.72 0.4759 0.4790 0.4773 0.96 0.4762 0.4788 0.4773 1.20 0.4762 0.4780 0.4773 1.44 0.4762 0.4767 0.4765 1.68 0.4754 0.4759 0.4745 1.92 0.4738 0.4753 0.4720 2.16 0.4729 0.4748 0.4689 Distance (in) End 2 Along 0 1 End 2 Along 0 2 End 2 Along D3 0.00 . 0.4792 0.4805 0.4781 0.24 0.4786 0.4805 0.4781 0.48 0.4783 0.4805 0.4782 0.72 0.4782 0.4805 0.4789 0.96 0.4782 0.4805 0.4792 1.20 0.4795 0.4805 0.4794 1.44 0.4779 0.4805 0.4778 1.68 0.4754 0.4794 0.4741 1.92 0.4753 0.4769 0.4726 2.16 0.4753 0.4749 0.4725 01 Dz Ds Maximum departure from best-fit straight line (in) 0.002 0.002 0.003 PASS or FAIL FAIL FAIL FAIL Maximum angular diff. between opposing best-fit lines (deg) PASS or FAIL L2-35-BH DlmLogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-385 of 598
"'C(") ~= t1) ~ G):; a,:;o w ;::* cot!) 0 c -Ill enS" Clinch River SMR Boring No. MP-220 ~:;o 6468-13-1072 Sample No. L2-35-BH t1)
"'C Sample Depth [ft) 74.0-74.6 0
~
~ End 1 Along 01 End 1 Along 02
- 0.4770 End 1 Along 03 T------------------ 0.4820 , - - - - - - - - - - - 0.4820 -.-------------'=---:--- ------
""'(") 0.4760 ~.::'!*"-==-==-c:-~==--- 0.4800 *"',._=----=,;p-____,------ -------- 0.4800 ~----
- o "P ~~0~
- 0.4780 -f-------=--"'---~=-~-6--:"--~--------- 0.4780 -*-~--*--. *
.... 0.4760 - ------::::::---::-::--._
........ 0.4740 t
- r _____ .--- 0.4760 f------------=-"-~,--=~-=--==-=---- 0.4740 - - - - :-::-:---;::.--
....~ 0.4720 -- ---
0.4730 t"
- 0.4740 t----.========,------=.::c. :____
"' 0.4700 y ~.0033x+0.4791 0.4720 +
t---~~l=v==~==~~oo=~=+=0=.4=~~11~---r--~ 0.4720
*---~~y~==*=O-=O=O~=x=+~0=-48==04~~-~---r---~
-t 0.4680 I o.oo o.so 1.oo 1.50 2.oo 2.50 I 0.00 0.50 1.00 1.50 2.00 2.50 0~0 0.50 1.00 1.50 2.00
- 2.50 o.4s2o End 2 Along 01 End 2 Along 02 o.482o , End 2 Along,.____-=._03 _ _ __
0.4840~ 0.4800 - -- 0.4820 -- ------ 0.4800 - -- ~
--~ -*--~ ! 0.4780 + -. -~ ------- --
- i 0.4780 i -- - -"'." -,..._ -!!t::: - *- 0-4800 ~-~------
0.4760 c - -- -- - 0.4780 +----- -----.:;--- DA7£0 -F I - --a=--:..~ 0.4740 ~ I _M ______ , -... -~
~ .~ --------- -**-*
0.4740 L-~*:::*=;=;===:;:--=-=-=-*----.------;:-_::-:_ 0.4760 jf----l - ___, 0.4740 f_____t::Y~=:::~:::-o:::o:::zx:::+=o~-48=17~1--.---:--::__:*...___~=-' 0.4720 * -. 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 Prepared by/Date: J. Dailyl/3/14 jfj} 1/M/J/f Checked by/Date: T. Landis 1/22/14 ./("-/. t/22} l"'r
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Daily JiB 1/B.tolfLI . Project No. 6468-13-1072 Date 1/3/2014 Boring No. MP-220 Reviewed by T. Landis /frf tj1.4 I Run No. N/A Date 1/26/2014 3 Sample No. L2-36-BG Unit Weight (g/cm ) 2.665 Sample Depth (ft) 81.3-82.7 Unit Weight (lbs/ft") ..1-6&.4-' I~ (fo(J-Mass (g) 1026.09 Temp. (°F I *c) 74.6 I 23.7 Moisture Cond. Laboratory Air Dry Specific Gravity 2.67 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231 5123/2014 Parallel Bars CLT-0626/ 5120/2014 V-Biock CLT-06251 5120/2014 Scale CLT-03701 9/18/2014 Displacement Gage CLT-0721/ 6/17/2014 Steel Rule CLT-05561 9/10/2014 Feeler Gage Set CLT-0557/ 9/17/2014 Square CLT-0622/ 5/20/2014 Calipers CLT-0260/ 5/21/2014 Length/Diameter Ratio (ASTM 04543-08, Sections 7.2 and 10): Check that LAvG I DAvG:::: 2.0 to 2.5 End 1 L1 (in) 5.23 L2 (in) 5.22 L3 (in) 5.23 L4 (in) 5.23 LAVG (in) 5.23 0 1 (in) 2.39 0 2 (in) 2.39 DAVG (in) 2.39 Area (in 2
) 4.49 I Volume (in 3
) 23.5 I LAvdDAvG 2.2
- -J--""'
I End 2 PASS or FAIL PASS L2-36-BG DimLogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-387 of 598
ame Dimension log for Intact Rock Cores ASTM 04543-08 {with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-220' I Project No. I 6468-13-1072 Sample No. L2-36-BG Sample Depth (ft} 81.3- 82.7 Side Straightness (ASTM D4543-08, Section 9.1.1, Procedure S1): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in} 0.0090 PASS Perpendicularity (ASTM D4543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 1/230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0160 0.0240 Max Gap I LAvG 0.0046 FAIL L2-36-BG DimLogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-388 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Boring No. MP-220 Project No. 6468-13-1072 Sample No. L2-36-BG Sample Depth (ft) 81.3-82.7 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2, Procedure FP2):
*Check that flatness does not depart from best-fit straight line by more than 0.001 in.
Check that maximum angular difference between opposing best-fit straight lines is no more than 0.2s*. Distance (in) End 1 Along 0 1 End 1 Along 0 2 End 1 Along D3 0.00 0.3364 0.3404 0.3426 0.24 0.3376 0.3434 0.3430 0.48 0.3380 0.3436 0.3441 0.72 0.3386 0.3431 0.3416 0.96 0.3389 0.3408 0.3408 1.20 0.3389 0.3388 0.3393 1.44 0.3394 0.3411 0.3408 1.68 0.3411 0.3437 0.3444 1.92 0.3435 0.3449 0.3459 2.16 0.3437 0.3449 0.3477 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along D3 0.00 0.3426 0.3296 0.3420 0.24 0.3434 0.3339 0.3421 0.48 0.3434 0.3378 0.3419 0.72 0.3434 0.3411 0.3419 0.96 0.3434 0.3435 0.3424 1.20 0.3444 0.3444 0.3442 1.44 0.3456 0.3448 0.3453 1.68 0.3464 0.3448 0.3460 1.92 0.3464 0.3448 0.3468 2.16 0.3455 0.3448 0.3469 01 Oz Ds Maximum departure from best-fit straight line (in) 0.001 0.004 0.004 PASS or FAIL PASS FAIL FAIL I Maximum angular diff. between opposing best-fit lines (deg) 0.08 0.31 0.07 I PASS or FAIL PASS FAIL PASS L2-36-BG DimlogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-389 of 598
"'C(") ~= t1) ~ G):; a,:;o w ;::* <Dtl) o"" 0 -Ill c ameProject Name Clinch River SMR MP-220 enS" Project No. 6468-13-1072 l2-36-BG ~:;o t1) 81.3-82.7
"'C 0
~
~ 0.3460 End 1 Along
~------==-:..::.:_.:_:
Dl __...::::________ _ ______ E_nd__l_A_Io_n~g~D_2_________ End 1 Along 03
- 0.3460 T" 0.3500 -.=--------=--------
0.3450 .--
""'(") 0.3480
- o 0.3440 0.3430 + --+ .._ __ _----- *-------
"P 0.3460 - - - - - 4i .::::.=.=-=-
.... 0.3420 --- ----- ------ 0.3440 ----
........ 03410 [ . . . . - - - - - - - - - .... ------
. ------ v 0.3420 ~=-=~~-=:;;;::,=~--=-==---------
....~ 0.3400 t------------;:::::::=::::;::==::;- +
"' 0.3360 ~ )y=0.0032x+0.3362\ 0.3390 .,. y 0.00llx+0.3413 0.3400 + y= o.0016x+0.3413 0.3340 . 0.3380 0.3380 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 o.348o End 2 Along Dl -----~E~n~d~2~A~Io~n~g~D_2________ _ ,,_----=E:.:.:n:.=d:...::2::....:..:A::.:Io::..:nc:!g;L=:D..:::3_____
0.3550 ~ 0 3500
- r 0.3500 ~ 0.3480 * -*
0.3460 ____ .. 0.3450 . + ~-= : -- 0.3460~-- ~-~ 0.3440 0.3400 ... -:- --- 0.3440 =--~=~-- 0.3350- =~~-- 0.3420 __,.,_:::.___ ~ 0.3420 v= 0.0018x + 0.3425 0.3400 0.0028X + 0.341 0.3300 y- 0.0066x+0.3339 f - - - - -- - Iy f--- 0.3400 +----.----.----r----.----. 0.3250 0.3380 +-------,-----.-----.----,-----, 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 Prepared by/Date: J. Daily 1/3/2014 J1fJ/:;r,illf Checked by/Date: T.Landis 1/26/2014 ~.;/'fz'f1 +
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Daily J/J!/t,;/;<; Project No. 6468*13*1072 Date 113012014 Boring No. MP-222 Reviewed by T. Landis n'if ,j3 / Run No. NIA Date 113112014 3 Sample No. L3*55*B Unit Weight (g/cm ) 2.673 Sample Depth (ft) 37.4-38.0 Unit Weight (lbs/ft 3
) 1:&&9- I iP1 jd<) "!> -~
Mass (g) 1055.52 Temp. (°F I *c) 70.1 I 21.2 Moisture Cond. Laboratory Air Dry Specific Gravity 2.68 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231 512312014 Parallel Bars CLT-06261 512012014 V*Block CLT-06251 512012014 Scale CLT-03701 911812014 Displacement Gage CLT-07211 611712014 Steel Rule CLT-05561 911012014 Feeler Gage Set CLT-05571 911712014 Square CLT-06221 512012014 Calipers CLT-02601 512112014 Length/Diameter Ratio (ASTM 04543*08, Sections 7.2 and 10): Check that LAvG I DAvG =2.0 to 2.5 L1 (in) 5.32 End 1 L2 (in) 5.32 L3 (in) 5.34 L4 (in) 5.34 LAVG (in) 5.33 D1 (in) 2.40 D2 (in) 2.40 DAVG (in) 2.40 2 Area (in ) 4.52 3 Volume (in ) 24.1 LAvGIDAvG 2.2 End 2 PASS or FAIL PASS MP-222 L3-55*B DimLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-391 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33} Project Name Clinch River SMR Boring No. MP-222 Project No. 6468-13-1072 Sample No. L3-55-B Sample Depth (ft) 37.4-38.0 At End 2 Maximum Gap (in) N/A Max Gap I LAvra 0.0000 PASS MP-222 L3-55-B DimLogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-392 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 {with deviations per SDDR-33) Project Name Clinch River SMR Boring No. MP-222 Project No. 6468-13-1072 Sample No. L3-55-B Sample Depth (ft) 37.4-38.0
~Flatness & Parallelism Tolerance (ASTM 04543-08 Section 9.2.2 Procedure FP2l:
Ch~~'"e" do" oat deport fwm be"-fit """' lloe by mo" thoo 0.0011o. Check tH t maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance~) End 1 Along 0 1 End 1 Along D2 End 1 Along D3 0.00
"\
N/A N/A N/A 0.24 N/A N/A N/A 0.48 N/A N/A N/A 0.72 "\
.. N/A N/A N/A 0.96 ~/A N/A N/A 1.20 N~ N/A N/A 1.44 N/A"' N/A N/A 1.68 1.92 N/A
"'.X.£51 v/ N/A N/A
"'"\
N/A N/A N/A 2.16 N/A N/A N/A Distance (in) - End 2 Along 0 1 En~ Along 0 2 End 2 Along 0 3 0.00 ~
"--r--
N/A N/A 0.24 N/A N/A N/A 0.48 N/A N/A ~ N/A 0.72 N/A N/A ~ It,/ N/A 0.96 ~ N/A N/A N/A 1.20 N/A N/A N/A 1.44 N/A N/A "N/A 1.68 N/A N/A ~ 1.92 N/A N/A N/A" 2.16 N/A N/A N/A D1 Dz"' Ds Maximum departure from best-fit straight line (in) #VALUE! #VALUE! ~VALUE! PASS or FAIL #VALUE! #~UE!
#VALUE!
Maximum angular diff. between opposing best-fit lines (deg) #DIV/01 #OIV/01 #DIV/OI"h_ PASS or FAll #OIV/0! #DIV/01 #OIV/01 MP-222 L3-55-B DimlogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-393 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33} Mif 1}'3£?/il.f ilJ !.4"~/;tf Project Name Clinch River SMR Tested by I M. Hamilton J. Dally Project No. 6468-13-1072 Date 112212014 Boring No. MP-222 Reviewed by T. Landis 4 11-z:tj Run No. NIA Date 112912014 I 3 Sample No. L3-56-BH Unit Weight (g/cm ) 2.696 Sample Depth (ft) 66.0-67.3 Unit Weight (lbs/ft") 1<6~ l&J; ~!J,?;*
*Mass (g) 1064.72 Temp. (°F I 'C) 71.9 I 22.2 Moisture Cond. Laboratory Air Dry Specific Gravity 2.70 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231 512312014 Parallel Bars
- CLT-06261 512012014 V-Biock CLT-06251 512012014 Scale CLT-03701 911812014 Displacement Gage CLT-07211 611712014 Steel Rule CLT-05561 9/1012014 Feeler Gage Set CLT-05571 911712014 Square CLT-06221 512012014 Calipers CLT-02601 5121/2014 Length/Diameter Ratio (ASTM 04543-08, Sections 7.2 and 10):
Check that LAvG I DAvG = 2.0 to 2.5 L1 (in) 5.33 End 1 l 2 (In) 5.34 L3 (in) 5.34 L4 (In) 5.34 lAVG (in) 5.34 D1 (in) 2.39 D2 (In) 2.40 DAVG (in) 2.40 2 Area (in ) 4.52 3 Volume (in ) 24.1 lAvGIDAVG 2.2 End 2 PASS or FAIL PASS MP-222 L3-56-BH DimlogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-394 of 598
-ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33)
I Project Name I Clinch River SMR Boring No. MP-222 I Project No. I 6468-13-1072 Sample No. L3-56-BH Sample Depth (ft) 66.0-67.3 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure S1): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0050 PASS Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230 = 0.0043. At End 1 At End 2 Maximum Gap (in) 0.0180 0.0200 Max Gap I LAva 0.0037 PASS MP-222 L3-56-BH DimLogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-395 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33} I Project Name I Clinch River SMR Boring No. MP-222 I Project No. I 6468-13-1072 Sample No. L3-56-BH Sample Depth (ft) 66.0-67.3 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best*fit straight lines is no more than 0.25'. Distance (in) End 1 Along D1 End 1 Along D~ End 1 Along D3 0.00 0.6383 0.6499 0.6415 0.24 0.6409 0.6499 0.6421 0.48 0.6420 0.6499 0.6435 0.72 0.6443 0.6499 0.6451 0.96 0.6467 0.6499 0.6467 1.20 0.6482 0.6499 0.6483 1.44 0.6505 0.6499 0.6494 1.68 0.6527 0.6499 0.6508 1.92 0.6544 0.6499 0.6528 2.16 0.6550 0.6499 0.6533 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along D3 0.00 0.6367 0.6484 0.6409 0.24 0.6401 0.6485 0.6413 0.48 0.6421 0.6485 0.6432 0.72 0.6445 .0.6485 0.6451 0.96 0.6467 0.6485 0.6466 1.20 0.6490 0.6485 0.6482 1.44 0.6513 0.6495 0.6508 1.68* 0.6530 0.6496 0.6520 1.92 0.6543 0.6496 . 0.6529 2.16 0.6553 0.6496 0.6540 Dl D2 Ds Maximum departure from best-fit straight line (in) 0.001 0.001 0.001 PASS or FAIL PASS PASS PASS Maximum angular diff. between opposing best-fit lines (deg) MP-222 L3-56-BH DimLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-396 of 598
"'C(") ~= t1) ~ G):; a,:;tJ w ;::* <Dtl) 0 c -Ill enS" Clinch River SMR MP-222 ~:;o 6468-13-1072 l3-56-BH t1)
"'C 66.0-67 3 0
~
End 1 Alo~g-0_1_____________1
~ End 1 Along 02 0.6600
- r - - - - - - - - - - - ; ; _ __ _ _ _ _ __ ll 0.6510 ... ---- ----
I 0.6600 '
-----~E~n~d1~A~I~on~g~D~3________
""'(") 0.6505 0.6550
- o ! --
"P 0.6550~, ~~=~
.... 0.6500 ~~-~ o.65oo *!=::::;*F~+i==+iio=~*F=+~=::;illF=4*=~@==i1IO~- 0.6500 -- - - -
0.6450 ; I. ~ ~-~~ o.649S -ti-------------------
....~ I 0.6490 .,
0.6400
"' 0.6400~~ 1 0.~485 r-----~----~y~;E~1~X-+0.~4~~~- I--
0.6350 l '---------------~~=y==0=.0=0=59=xr+=Q=64=1~~-- 0.6350 .,.. . 0.00 0.50 1.00 1.50 2.00 2.50 ~ ~ ~ ~ ~ ~~ ~ ~ ~ ~ ~ ~I I _ .-----En_d_2_A_I_o_n_,g,_D_2_ _ _ __ End 2 Along D3 0 6510 0.6500 +-----* --- 0.6490 +-------=~-==:......------- J y = 0.0087x + 0.63791 ::::: 1t:---=~-~-~-=-=-~-:-:_=-:_-:_:-:_::c-~-~--"'-"'-~l=;=-=o~.o~o~o7~x=+=0=.6=4=8=2:-I-
' 0.6350 -F'---~------.----_;_===:::;:==='-~
0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.50 1.00 1.50 2.00 2.50
~~- - 0.00 Prepared by/Date: '"'* ., ... ,, ... ,_...,,,, J* ........... r ....., ; .....,.
Checked by/Date: T.landis 1/29/14
/t£: 'J-231'4
ame Dimension log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33} Project Name Clinch River SMR Tested by J. Daily JI.Jj ;)bo/;IJ Project No. 6468-13-1072 Date 112912014 Boring No. MP-401 Reviewed by T. Landis /.dd:b Run No. NIA Date 113012014 Sample No. L3-58-B Unit Weight (g/cm 3 ) 2.838 Sample Depth (ft) 90.2-91.2 Unit Weight (lbs/ft 3
) 1'7..1...2- 1'17 #>> ~-
Mass (g) 1134.79 Temp. (°F I 'C) 72.3 I 22.4 Moisture Cond. Laboratory Air Dry Specific Gravity 2.84 Equipment ID No. l Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-0623/5/23/2014 Parallel Bars CLT-06261 5/2012014 V-Biock CLT-06251 5/20/2014 Scale CLT-0370/ 9/18/2014 Displacement Gage CLT-0721/ 6/17/2014 Steel Rule CLT-0556/ 911012014 Feeler Gage Set CLT-0557I 911712014 Square CLT-0622/ 5/20/2014 Calipers CLT-0260/ 5/21/2014 Length/Diameter Ratio (ASTM 04543-08, Sections 7.2 and 10): Check that LAvG I DAvG =2.0 to 2.5 L1 (in) End 1 5.40
- 1. 2 (in) 5.39 1.3 (in) 5.40 1.4 (in) 5.41 LAVG (in) 5.40 D1 (in) 2.40 0 2 (in) 2.40 DAVG (in) 2.40 2
Area (in ) 4.52 3 Volum.e (in ) 24.4 LAvGIDAvG 2.3 End 2 PASS or FAIL PASS MP-401 L3-58-B DimlogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-398 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-401 I Project No. I 6468-13-1072 Sample No. L3-58-B Sample Depth (ft) 90.2-91.2 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): ck that the maximum gap between specimen and flat surface does not exceed 0.020 in. N/A FAIL At End 2 Maximum Gap (in) N/A Max Gap I LAvG 0.0000 PASS MP-401 L3-58-B DimLogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-399 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-401 I Project No. I 6468-13-1072 Sample No. L3-58-B Sample Depth {ft) 90.2-91.2 End Flatness & Parallelism Tolerance {ASTM D4543-08, Section 9.2.2, Procedure FP2}: eck that flatness does not depart from best-fit straight line by more than 0.001 in. Che ~that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Dista~ (in) End 1 Along D1 End 1 Along D2 . End 1 Along D~ o.oo'\._ N/A N/A N/A 0.24 "\... N/A N/A N/A 0.48 '\ N/A N/A N/A 0.72 '\._ N/A N/A N/A 0.96 '\._ N/A N/A N/A
.1.20 "wA N/A N/A 1.44 N~ N/A N/A 1.68 N/A '\._ N/A N/A 1.92 N/A "<} / / N/A N/A 2.16 N/A /(51 N/A N/A
'\._
Distance (in) End 2 Along D1 E~2AiongD 2 End 2 Along 0 3 0.00 N/A ~ N/A 0.24 N/A N/A'\._ N/A 0.48 N/A N/A ~~ N/A 0.72 N/A N/A ~~ N/A
/
0.96 N/A N/A I~ N/A 1.20 N/A N/A "\ N/A 1.44 N/A N/A ~/A 1.68 N/A N/A Nf..\_ 1.92 N/A N/A N/A '\_ 2.16 N/A N/A N/A "\... Dl 02 Dg Maximum departure from best-fit straight line (in) #VALUE! #VALUE! #\~LUEI PASS or FAIL #VALUE! #VALUE! #VAL'Ili..EI Maximum angular diff. between opposing best-fit lines (deg) #DIV/0! #DIV/0! #DIV/0! "" PASS or FAIL #DIV/0! #DIV/0! #DIV/01 MP-401 L3-58-B DimLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-400 of 598
ame Dimension log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Daily fJJ 1/'Jo-/;11
/.f/1/2'1.~ ,.,.
Project No. 6468-13-1072 Date 1/27/2014 Boring No. MP-401 Reviewed by T. Landis Run No. N/A Date 112912014 3 Sample No. L3-59-BG Unit Weight (g/cm ) 2.809 Sample Depth (ft) 148.4-149.8 Unit Weight (lbs/fe) '1.~ 115/PJ- ~~* Mass (g)
- 1196.70 Temp. (°F I 'C) 72.3 I 22.4 Moisture Cond. Laboratory Air Dry Specific Gravity 2.82 Equipment ID No. I Calibration Due Equipment ID No./ Calibration Due Support Surface CLT-0623/ 5/2312014 Parallel Bars* CLT-0626/ 512012014 V-Biock CLT-06251 5/2012014 Scale CLT-03701 911812014 Displacement Gage CLT-0721/ 611712014 Steel Rule CLT-0556/ 9/10/2014 Feeler Gage Set CLT-05571 911712014 Square CLT-0622/ 512012014 Calipers CLT-02601 512112014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10):
Checl< that lAvG I DAvG = 2.0 to 2.5 End 1 l 1 (in) 5.77 l 2 (in) . 5.76 L3 (in) 5.75 L4 (in) 5.77 lAVG (in) 5.76 0 1 (in) 2.40 D2 (in) 2.40 DAvG (In) 2.40 2 Area (in ) 4.52 3 Volume (in ) 26.0 LAvGIDAvG 2.4 End 2 PASS or FAIL PASS MP-401 L3-59-BG DimLogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-401 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR 13oring No. MP-401 I Project No. I 6468-13-1072 Sample No. L3-59-BG Sample Depth (ft) 148.4-149.8 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0090 PASS Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0280 0.0120 Max Gap I LAvG 0.0049 FAIL MP-401 L3-59-BG DimlogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-402 of 598
ame Dimension log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33} I Project Name I Clinch River SMR Boring No. MP-401 I Project No. I 6468-13-1072 Sample No. L3-59-BG Sample Depth (ft) 148.4-149.8 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2, Proc'edure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along D3 0.00 0.7734 0.7619 0.7671 0.24 0.7734 0.7630 0.7671 0.48 0.7734 0.7644 0.7686 0.72 0.7727 0.7661 0.7691 0.96 0.7713 0.7678 0.7691 1.20 0.7700 0.7695 0.7691 1.44 0.7674 0.7708 0.7691 1.68 0.7641 0.7719 0.7691 1.92 0.7618 0.7732 0.7691 2.16 0.7601 0.7740 0.7689 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along D3 o.oo 0.7741 0.7630 0.7699 0.24 0.7741 0.7630 0.7698 0.48 0:7741 0.7646 0.7698 0.72 0.7731 0.7664 0.7698 0.96 0.7721 0.7676 0.7698 1.20 0.7706 0.7692 0.7698 1.44 0.7692 0.7705 0.7698 1.68 0.7676 0.7719 0.7698 1.92 0.7660 0.7732 0.7698 2.16 0.7643 0.7737 0.7698 Dl Dz Dg Maximum departure from best-fit straight line (in) 0.003 0.001 0.001 PASS or FAIL FAIL PASS PASS MP-401 L3-59-BG DimLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-403 of 598
"'C(") ~= t1) ~ G):; a,:;o J:,. ;::* otl) 0 c -Ill enS" ~:;o Clinch River SMR Boring No. MP-401 t1) 6468-13-1072 Sample No. L3-59-BG "C 0 Sample Depth (ft} 148.4-149.8
~
~
- End 1 Along Dl ~~ o.1soo , - - End 1 Along 02 0.7800 T,----------=----- ----- :~,: End 1 Along 03 _
""'(")
- o
=00~* ' 0.7750 - ..::..
"P
.... "'~ 1 ------------- ~
........ 0.7700 - - -
....~ :::I ~ ~---====~-=~- 0.7680
~
t: ~-== ----- 0.7600 --~ 0.7650 I - - - .- 0.7670. --------
"' lv=~.oo67x+o.7761 0.7600 IY = 0.0059x + 0.76191 0.7660 Iv- o.~ooSx + o.76771 0.7550 ' r--
0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 2 Along Dl I o.78oo End 2 Along D2 End 2 Along D3 I.o.1soo , -- - - - -End -----=-------- I I 0.77W ~-------------------------- 0.7750 0.7705 , .
.l-- 0.7750 -*
1 o.77oo I -~~------- 0.7700 ~+/-=:;::=~=:e;::::::;=+=~~~=+=*-- 1 1*******&
- I I 0.7695 r 0.7650
"-r~ t --~
~ 0.7650 - ,__ f lv=-2E~5x+0.76981 1 I 0 .7690 1 f ly=-0.0048X+0.77571 o.76oo J-_..=:=::;:===:::;::::::::__~~---,-----, 0.7600 IY= 0.0055x + 0.7624[
0.76S5 0.:0---- -0::--- -1~0:----:5~---- :.:0- 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 250 l I Prepared by/Date: J. Daily 1/27/14 Jj} !he;_/!~ Checked by/Date: T. Landis 1/29/14 ,.-,-;l./2!t/t ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Dally ~Jj 1/Mfltf Project No. 6468-13-1072 Date 112912014 Boring No. MP-401 Reviewed by T. Landis ~ll3 Run No. NIA Date 113012014 3 Sample No. L3-60-B Unit Weight (g/cm ) 2.762 Sample Depth (ft) 213.5-214.6 unit Weight (lbs/fe) H~f1l-r}J2;.~ Mass (g) 1090.98 Temp. (°F I *q 71.3 I 21.8 Moisture Co.nd. Laboratory Air Dry Specific Gravity 2.77 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231 512312014 . Parallel Bars CLT-06261 512012014' V-Biock CLT-06251 512012014 Scale CLT-03701 911812014 Displacement Gage CLT-07211 611712014 Steel Rule CLT-05561 911012014 Feeler Gage Set CLT-0557I 911712014 Square CLT-06221 512012014 Calipers CLT-02601 512112014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAvG I DAvG = 2.0 to 2.5 L1 (in) End 1 5.33 Lz (in) 5.33 L3 (In) 5.32 L4 (in) 5.33 LAvG (in) 5.33 D1 (in) 2.40 D2 (in) 2.40 DAvG (in) 2.40 Area (in 2
) 4.52 I Volume (in 3
) 24.1 I LAvGIDAvG 2.2
--f-"
I End 2 PASS or FAIL PASS MP-401 L3-60-B DimlogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-405 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33} Project Name Clinch River SMR Boring No. MP-401 Project No. 6468-13-1072 Sample No. L3-60-B Sample Depth (ft) 213.5-214.6 Chec that the maximum gap between specimen and flat surface does not exceed 0.020 in. N/A FAIL At End 2 Maximum Gap (in} N/A Max Gap I LAvG 0.0000 PASS MP-401 L3-60-B DimLogSV D4543-08 R1.xisx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-406 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Boring No. MP-401 Project No. 6468-13-1072 Sample No. L3-60-B Sample Depth (ft) 213.5-214.6 End Flatness & Parallelism Tolerance (ASTM D4543-08 Section 9.2.2 Procedure FP2l:
~""'""' ' ' " " doport '"m b..t-fit ""lght n"' by more thoo 0.001 '"*
maximum angular difference between opposing best-fit straight lines is no more than 0.25'. DistanCe{in) End 1 Along D1 End 1 Along D2 End 1 Along D3 0.00 ""'" N/A N/A N/A
'\.
0.24 N/A N/A N/A 0.48 N/A N/A N/A 0.72 N/A N/A N/A 0.96 ~/A N/A N/A 1.20 N~ N/A N/A 1.44 N/A"" ,.., N/A N/A 1.68 N/A Ys2 b N/A N/A 1.92 N/A 1'\. N/A N/A 2.16 N/A N/A N/A Distance (in) End 2 Along D1 End 2~ngD 2 End 2 Along D3 v" 0.00 N/A N/A"" N/A 0.24 N/A N/A / N/A 0.48 N/A N/A "\ ~'It N/A 0.72 N/A N/A '\ N/A 0.96 N/A N/A
" " N/A 1.20 N/A N/A "NLA N/~
1.44 N/A N/A 1.68 N/A N/A N/A 1.92 N/A N/A N/A 2.16 N/A N/A N/A Dl D2 Maximum departure from best-fit straight line (in) #VALUE! #VALUE! #VALU'E-f.. PASS or FAIL #VALUE! #VALUE! #VALUE! Maximum angular diff. between opposing best-fit lines (deg) #DIV/01 #DIV/01 #DIV/01 PASS or FAIL #DIV/01 #DIV/0! #DIV/01 MP-401 L3-60-B DlmLogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1'112.16 Page G.S-407 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33} Project Name Clinch River SMR Tested by J. Daily )J;} lltJJ/;J{ Project No. 6468-13-1072 Date 1/14/2014 Boring No. MP-402 Reviewed by
'"" .Q-l::.
Run No. N/A Date 1-"V,..-\ti Sample No. L7-11-BH Unit Weight (g/cm 3 )
- 2.804 Sample Depth (ft) 52.1'-53.2 Unit Weight (lbs/fe) 17-5,.& 1'17 fYJ:J. ?/~
Mass (g) 1167.17 Temp. (°F I *q 71.4 I 21.9 Moisture Con d. Laboratory Air Dry Specific Gravity 2.81 Equipment ID No./ Calibration Due Equipment ID No./ Calibration Due Support Surface CLT-0623/5/23/2014 *Parallel Bars CLT-0626/5/20/2014 V-B lock CLT-0625/5/20/2014 Scale CLT-0370/9/18/2014 Displacement Gage CLT-0721/6/17/2014 Steel Rule CLH556/ 9/10/2014 Feeler Gage Set CLT-0557/ 9/17/2014 Square CLT-0622/ 5/20/2014 Calipers CLT-0260/ 5/21/2014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAvG I DAvG =2.0 to 2.5 L1 (in) 5.60 End 1 L2 (in) 5.61 L3 (in) 5.63 L4 (in) 5.62 LAVG (in) 5.62 D1 (in) 2.40 D2 (in) 2.40 DAvG (in) 2.40 Area (in 2
) 4.52 I Volume (in )
3 25.4 I
--)-_
LAvG/DAVG 2.3 I "'- End 2 PASS or FAIL PASS MP-402 L7-11-BH DimLogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-408 of 598
ame Dimension log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name J Clinch River SMR Boring No. MP-402 I Project No. I 6468-13-1072 Sample No. L7-ll-BH Sample Depth (ft) 52.1'-53.2 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0100 PASS Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230 = 0.0043. At End 1 At End 2 Maximum Gap (in) 0.0250 0.0450 Max Gap I LAvG 0.0080 FAIL MP-402 L7-11-BH DimLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-409 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-402 I Project No. I 6468-13-1072 Sample No. L7~11-BH Sample Depth (ft) 52.1'-53.2 End Flatness & Parallelism Tolerance (ASTM D4S43-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.2s*. Distance (in) End 1 Along 0 1 End 1 Along 0 2 End 1 Along D3 o.oo 0.5457 0.5527 0.5525 0.24 0.5552 0.5554 0.5557 0.48 0.5577 0.5570 0.5573 0.72 0.5591 0.5583 0.5586 0.96 0.5599 0.5596 0.5595 1.20 0.5606 0.5607 0.5607 1.44 0.5611 0.5612 0.5615 1.68 0.5616 0.5618 0.5621 1.92 0.5616 0.5618 0.5621 2.16 0.5590 0.5618 0.5621 Distance (in) End 2 Along 0 1 End 2 Along 0 2 End 2 Along 0 3 o.oo 0.5489 0.5512 0.5510 0.24 0.5526 0.5545 0.5528 0.48 0.5549 0.5564 0.5551 0.72 0.5567 0.5574 0.5565 0.96 0.5578 0.5584 0.5577 1.20 0.5585 0.5584 0.5583 1.44 0.5592 0.5588 0.5588 1.68 0.5594 0.5597 0.5597 1.92 0.5596 0.5616 0.5598 2.16 0.5597 0.5621 0.5598 Dl Dz Og Maximum departure from best-fit straight line (in) 0.007 0.002 0.002 PASS or FAIL FAIL FAIL FAIL MP-402 L?-11-BH DimLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-410 of 598
"'C(") ~= t1) ~ G):; a,:;tJ J:,. ;::* _.tl) 0 c -Ill enS" Clinch River SMR Boring No. MP-402 ~:;o 6468-13-1072 Sample No. l7-11-BH t1)
"C Sample Depth (ft} 52.1'-53.2 0
~
~ End 1 Along 01 End 1 Along 02
- 0.5700 > 0.5660 End 1 Along 03 0.5660 -,---------__:_~~-------
""'(") 0.5640 y------------~------"'-- 0.5640 - --
0.5650 ~E b- o.0048x+0.5529J _ ---:::
- o 0.5620 _ _,_--~.,._
0.5620 -f-----------=-~;a,;:..;,;.;:::::::;:_
"P
.... 0.5600-~~ 0.5600 -r-------..,.....-<-~~~ 0.5600 -*--:.::---:-----
0.5550- --~ 0.5580 ~-- -*-~---
........ 0.5580 -r-----::-=---"'-'~~:::....,__:::_~:___
0.5500 ~ ----- l- 0.5560 ---~--
....~ 0.5560 ~--
0.5540 - 0.5450 t 0.5540
"' 1r--=--------- 0.5520 - Jy 0.0042x+O.S5471--
I 0.5400 - f , - - - - , . - - - - - , - - - - - , . - - - - - c - - - - , , I 0.5520 +f-----.-------,-_g~~~~~ 0.5500 I o.oo o.so 1.00 1.so 2~00 2.5~ 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 i I o.s65o End 2 Along 01 J o.565o End 2 Along 02 End 2 Along 03 I
' 0.5650 0.5600 --~~- -
f ------ 0.5600 -- - - - 0.5600l ~ 0.5550 -- ._;;::.::-
.~--*
~ 1 ~
0.5550 0.5550 --
'~--- --*--*--*---- ----
0.5500 Jy = o.0045x + 0.5519J 0.5500 [!= 0.5450 t 0.00~33J '
~- Jv=o_oo4x+0.55261 0.5500 ! ' .
0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00
-*- 0.50 1.00 1.50 2.00 2.50 Prepared by/Date: Joey Daily ,4lJ !l;n!Jll Checked by/Date: .IV\,}c. 1- '2--fo -llj
Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Daily JJ} 1/*nl/11 Project No. 6468-13-1072 Date 1/8/2014 Boring No. MP-402 Reviewed by tv!~ Run No. N/A Date i~t..!.-lt..\ 3 Sample No. L7-13-BCH Unit Weight (g/cm ) 2.805 Sample Depth (ft) 144.3-145.1 Unit Weight (lbs/ft 3
) :197.:1: I '1 S t)M~ ~
Mass (g) 1149.26 Temp. (°F I 'C) 70.5 I 21.4 Moisture Cond. Laboratory Air Dry Specific Gravity 2.81 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-062315123/2014 Parallel Bars CLT-062615120/2014 V-B lock CLT -06251512012014 Scale CLT-03701911812014 Displacement Gage CLT-0721/ 611712014 Steel Rule CLT-055619/10/2014 Feeler Gage Set CLT-0557I9117i2014 Square CLT-0622/ 5/20/2014 Calipers CLT-0260/ 5121/2014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAvG I DAvG::: 2.0 to 2.5 End 1 L1 (in) 5.53 L2 (in) 5.53 L3 (in) 5.54 L4 (in) 5.54 LAVG (in) 5.54 D1 (in) 2.40 D2 (in) 2.40 DAVG (in) 2.40 4.52 25.0 2.3 End 2 PASS or FAIL PASS MP-402 L7-13-BCH DimLogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-412 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-402 I Project No. I 6468-13-1072 Sample No. L7-13-BCH Sample Depth {ft) 144.3-145.1 Side Straightness (ASTM 04543-08. Section 9.1.1. Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 ln. Max Gap (in) 0.0030 PASS Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0200 0.0050 Max Gap I LAvG 0.0036 PASS MP-402 L7-13-BCH DimLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-413 of 598
ame Dimension Log for Intact Rocl< Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-402 I Project No. I 6468-13-1072 Sample No. L7-13-BCH Sample Depth (ft) 144.3-145.1 End Flatness & Parallelism Tolerance (ASTM D4543-0B, Section 9.2.2. Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.2s*. Distance (in) End 1 Along D1 End 1 Along 0 2 End 1 Along 0 3 0.00 0.4435 0.4459 0.4491 0.24 0.4460 0.4464 0.4492 0.48 0.4467 0.4475 0.4493 0.72 0.4475 0.4480 0.4493 0.96 0.4491 0.4481 0.4493 1.20 0.4492 0.4494 0.4499 1.44 0.4501 0.4509 0.4515 1.68 0.4514 0.4520 I 0.4531 1.92 0.4524 0.4527 0.4549 2.16 0.4533 0.4543 0.4560 Distance (in) End 2 Along 0 1 End 2 Along 0 2 End 2 Along 0 3 0.00 0.4515 0.4451 0.4464 0.24 0.4531 0.4474 0.4495 0.48 0.4532 0.4489 0.4510 0.72 0.4532 0.4505 0.4515 0.96 0.4533 0.4522 0.4524 1.20 0.4540 0.4538 0.4542 1.44 0.4542 0.4549 0.4555 1.68 0.4542 0.4556 0.4558 1.92 0.4542 0.4563 0.4558 2.16 0.4542 0.4564 0.4558 Dl 02 Da Maximum departure from best-fit straight line (in) 0.001 0.002 0.002 PASS or FAIL PASS FAIL FAIL Maximum angular diff. between opposing best-fit lines (deg) MP-402 L7-13-BCH DlmlogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6414 of 598
"'C(") ~= t1) ~ G):; a,:;o J:,. ;::* _.tl) en"" 0 c -Ill enS" Clinch River SMR Boring No. MP-402 ~:;o 5468-13-1072 Sample No. l7-13-BCH t1)
"C Sample Depth (ft) 144.3-145.1 0
~
~ End 1 Along 01 ! End 1 Along 03
- 0.4560 . . , - - - - - - - - - - - - - - - - - - - 0.4580 -,--------=-------
- E End 1 Along 0~.-:;;?
""'(") 0.4560 . --
- o _¥--
"P ~:::~1 ---~ 0.4500 :r __ -:-=..~-:=-- - -- 0.4540 ----~----
.... o.45oo E ---~-- - 0.4480 - - - - :::--::-_ - .. - -
........ 0.4480 ,. :;:---3?" _ - 0.4520 -:..::..:=---::- -*--
OA460 ~ -~-- 0.4460 --~---- 0.4500 ~- - ---
....~ --{f _ .. - - .
0.444o 0.4440 --- lv o.0038x+0.4454J.
!~ IY o.oo42x+0.44441 0.4480 --- - -- y 0.0032x + 0.44771*
"' 0.4420 +
----' 0.4420 -~--~---~--~------~ 0.4460 +----~---~---~----,.....---~
l 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50
.4 ,._ _ _ _ E_n_d_2_AI_o_n_,g,_0_1_____ End 2 Along 02 End 2 Along 03 0 560 0.4600 ..,.--------=-------
0.4550 ~ ---- ------- 0.4550 - ~ 0.4600c~~---* A-04550 ., - - - - -w - -- -- - 0.4540 ~----- ~------ ~ . o.45oo r --A~~-~-----------
. t --------
0.4500 ~--- --* -- 0.4450 lv=0.0042x+0.4482j 0.4400 rt--------;::::======--
~ IY = 0.0054x + 0.44631
..j;---
0.4~10 .f,'-----~----.----~r==--===.-'---~ 0.4450 +.---~--....,---~-====~-- 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 o.oo* 0.50 1.00 1.50 2.00 2.50
=;;= ?5£"::;
Prepared by/Date: Joey Daily gj} tf:lz/J{
- Checked by/Date: lVI At;, 1- ?{, -J t,j
Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33} Project Name Clinch River SMR Tested by M. hamilton lnidf Project No. 6468-13-1072 Date 111412014 lhttft.'f Boring No. MP-403 Reviewed by /V\P..u Run No. NIA Date I ~ ~C,I \'-\ 3 Sample No. L7-15-BH Unit Weight (g/cm ) 2.815 Sample Depth (ft) 70.2-71.0 Unit Weight (lbs/fe) 1~ 1'1(p ~l-~- Mass (g) 1130.32 Temp. n I *q 69.4 I 20.8 Moisture Cond. Laboratory Air Dry Specific Gravity 2.82 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231512312014 Parallel Bars CLT-06261 512012014 V-Biock CLT-0625ISI20I2014 Scale CLT-0370/ 911812014 Displacement Gage CLT-07211 611712014 Steel Rule CLT-05561 911012014 Feeler Gage Set CLT-05571 911712014 Square CLT-06221 5120/2014 Calipers CLT-02601 5121/2014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAvG I DAvG =2.0 to 2.5 End 1 L1 (in) 5.46 Lz (in) 5.45 L3 (in) 5.45 L4 (in) 5.46 LAVG (in) 5.46 D1 (in) 2.39 D2 (in) 2.39 DAVG (in) 2.39 Area (in 2
) 4.49 I Volume (in 3
) 24.5 I
~-)-_
2.3 I . . . .__ LAvGIDAvG End.2 PASS or FAIL PASS MP-403 L7-15-BH Final DlmLogSV 04543-08 Ri.ldsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-416 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543*08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-403 I Project No. I 6468-13-1072 Sample No. L7-15-BH Sample Depth (ft) 70.2-71.0 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): Checl< that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0060 PASS Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0100 0.0250 Max Gap I LAVG 0.0046 FAIL MP-403 L7-15-BH Final DimLogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-417 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-403 I Project No. I 6468-13-1072 Sample No. L7-15-BH Sample Depth (ft) 70.2-71.0 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2. Procedure FP2l: Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along D3 0.00 0.4161 0.4077 0.4078. 0.24 0.4162 0.4092 0.4121 0.48 0.4162 0.4100 0.4122 0.72 0.4162 0.4108 0.4126 0.96 0.4162 0.4117 0.4130 1.20 0.4149 0.4125 0.4130 1.44 0.4136 0.4129 0.4130 1.68 0.4122 0.4140 0.4130 1.92 0.4117 0.4141 0.4130 2.16 0.4106 0.4140 0.4130 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along 0 3 0.00 0.4080 0.4027 0.4093 0.24 OA125 0.4037 0.4117 0.48 0.4136 0.4067 0.4120 0.72 0.4138 0.4090 0.4120 0.96 0.4138 0.4109 0.4121 1.20 0.4138 0.4118 0.4122 1.44 0.4133 0.4136 0.4123 1.68 0.4127 0.4150 0.4123 1.92 0.4122 0.4152 0.4128 2.16 0.4114 0.4153 0.4128 D1 Dz Ds Maximum departure from best-fit straight line (in) 0.004 0.002 0.003 PASS or FAIL FAIL FAIL FAIL Maximum angular diff. between opposing best-fit lines (deg) MP-403 L7-15-BH Final DimlogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6418 of 598
"'C(") ~= t1) ~ G):; a,:;o J:,. ;::* _.tl) <D"" 0 c -Ill enS" Clinch River SMR Boring No. MP-403 ~:;o 6468-13-1072 Sample No. L7-15-BH t1)
"C Sample Depth (ft) 70.2-71.0 0
~
~ [:oo _ ___ End 1 Along 01 End 1 Along 02 End 1 Along 03
- ~ I~- 0.4180
""'(") 0.4160 -
- o 04140 -----~ ---~--*
"P
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_..,._...., + 0.4140 ~ _ _ _ _ - _ _ _ I ,.,~c~ I ~~ 0.4120
'"@==
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~~ ----- -- - - ---
~
0.4120 ~ ~~------- -- ~ --- I! . ----~-----
....~ 0.4100 -~----- -
0.4100 .
---+ I I o.4o8o ;,-_.. -- I 0.4080 \v o.0015x+0.4107\
Jy = -0.0028x + 0.41741 1 =
"' ly 0.003x + 0.4085 I
0.4080 I 0.4060 0.4060
~ ~ ~ ~ ~ ~~ 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.4160 r-------------'"'-----'---'-------
End 2 Along 02 o.415o ~ End 2 Along 03 F 0.4140 -------- ~ 0.41301 ~---~~--.-- 0.4120 , - ~ ~ - 0.4110 !--- -~-="'-'"-------- 0.4050 - 04100
- i . ~~
~4000 +-----r----.----,----.----~
e e-----
~$~~-----,------~~~v==~o~.o~ol~~~+=0~.4=1~os~l-r----~
0.4090 -,- 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 Prepared by/Date: M. Hamilton 1/14/14 MJ?/1 :z-,Wy Checked by/Date: !V1riz:" f- 2£
- 1 t./
ame Dimension Log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Daily ffj!lrl7/JJI Project No. 6468-13-1072 Date 1/6/2014 Boring No. MP-410 Reviewed by Mftt.._ Run No. N/A Date 1-V..-14 3 Sample No. L7-20-BH Unit Weight (g/cm ) 2.564 Sample Depth (ft) 67.4-67.9 Unit Weight (lbs/ft') -4&&.-1 l'-0 j}/J.-2,- Mass (g) 949.75 Temp. (°F I *c) 74.8 I 23.8 Moisture Cond. Laboratory Air Dry Specific Gravity 2.57 Equipment ID No. I Calibration Due Equipment ID No./ Calibration Due Support Surface CLT -0623/5/23/2014 Parallel Bars CLT-0626/ 5/20/2014 V-Biock CLT-0625/5/20/2014 Scale CLT-0370/ 9/18/2014 Displacement Gage CLT-0721/ 6/17/2014 Steel Rule CLT-0556/ 9/10/2014 Feeler Gage Set CLT-0557/ 9117/2014 Square CLT-0622/ 5/20/2014 Calipers CLT-0260/ 5/21/2014 length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAvG I DAvG =2.0 to 2.5 l 1 (in) End 1 5.03 L2 (in) 5.03 L3 (in) 5.05 L4 (In) 5.04 LAvG (in) 5.04 D1 (in) 2.39 0 2 (in) 2.39 DAVG (in) 2.39 Area (in 2
) 4.49 I Volume (in 3
) 22.6 I LAvG/DAVG 2.1
-- - -)-"
I PASS or FAIL PASS End 2 -;..._ I MP-410 L7-20-BH DimlogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-420 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-410 I Project No. I 6468-13-1072 Sample No. L7-20-BH Sample Depth (ft) 67.4-67.9 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure S1): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0250 FAIL Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAVG is less than or equal to 11230 =0.0043. At End 1 At End 2 Maximum Gap (in} 0.0280 0.0250 Max Gap I LAvG 0.0056 I FAIL MP-410 L7-20-BH DimlogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-421 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543*08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-410 I Project No. I 6468-13-1072 Sample No. L7-20*BH Sample Depth (ft) 67.4-67.9 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along D3 o.oo 0.5477 0.5456 0.5429 0.24 0.5501 0.5477 0.5461 0.48 0.5533 0.5522 0.5501 0.72 0.5559 0.5566 0.5547 0.96 0.5578 0.5581. 0.5578 1.20 0.5592 0.5591 0.5591 1.44 0.5601 0.5594 0.5598 1.68 0.5608 0.5594 0.5602 1.92 0.5608 0.5594 0.5602 2.16 0.5608 0.5594 0.5602 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along D3 0.00 0.5526 0.5530 0.5510 0.24 0.5563 0.5554 0.5510 0.48 0.5562 0.5567 0.5532 0.72 0.5573 0.5579 0.5560 0.96 0.5578 0.5584 0.5577 1.20 0.5587 0.5586 0.5587 1.44 0.5595 0.5586 0.5594 1.68 0.5601 0.5586 0.5603 1.92 0.5601 0.5586 0.5603 2.16 0.5602 0.5586 0.5603 D1 Dz D3 Maximum departure from best-fit straight line (in) 0.003 0.003 0.004 PASS or FAIL FAIL FAIL FAIL Maximum angular diff. between opposing best-fit lines (deg) MP-410 L7*20-BH DimLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-422 of 598
"'C(") ~= t1) ~ G):; a,:;o J:,. ;::* Ntl) w"" 0 c -Ill enS" Clinch River SMR Boring No. MP-410 ~:;o 6468-13-1072 Sample No. L7-20-BH t1)
"C Sample Depth [ft) 67.4-67.9 0
~
~
- End 1 Along 01
-, I End 1 Along 02 End 1 Along 03 0.5700 ~---------==--- 0.5700 .----------~'-------
""'(") 0.5650 +-----------------~--
- o
- :[ * !~~ 0.5600 ~
"P
.... 0.5600 0.5550 ~---
*~~~
0.5500 --:::-:::----
........ "~~~~-- I
....~ t ~----
I 0.5500 _ 0.5450 ---------r=====:::::--- 0.5450 - ~
"' 0.5450 f lv=o.oo62xf-O.ss! 0.5400 1 Jy- ~.0064x + 0.54881
- £
- :-
0.5400 1v = o.oo81x + o.s463 1 I 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1..50 2.00 2.50 1 End 2 Along 02 End 2 Along 03 0.5620
*-~ -~
0.5600 0.5600~ 0.5580~-~ t:.~-- -- 0.5550 t --- --- 0.5560 --==-=- + -~- 0.5540 . - . - - - - - - - - . - -------- ,.-=.-- - . o.55oo t- lv=0.0049x+O.S515J 0.5520 lv-0.0021x+0.55511 0.5450 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 Prepared by/Date: Joey Dally I JfJ /;;n/Jl! Checked by/Date: ;V\ i\-~- I- 2& -I if
Dimension Log for Intact Rock Cores .1.,* . . .:.*.:. . :_ .
.'.*_'p'_._.._*a*'*g*'e.. *.-.l'"o'.f*'.'*a***:,_*:::: *,.,;.*:.:
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'** ....... *...:::*.:,,, l ASTM 04543-08 (with deviations per SDDR-33)
Project Name Clinch River SMR Tested by J, Daily JiJ //~7/;JJ Project No. 6468-13-1072 Date 1/2412014 Boring No. MP-410 Reviewed by wlU. Run No. NIA Date I /*U£/Iq 3 Sample No. L7-21-B Unit Weight (g/cm ) 2.692 Sample Depth (ft) 87.1-87.8 Unit Weight (ibs/ft') 1-6-&:1: IID9 fM, 7-Mass (g) 1014.43 Temp. (°F I *C) 71.5 I 21.9 Moisture Cond. Laboratory Air Dry Specific Gravity 2.70 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-0623/5/2312014 Parallel Bars CLT-06261 5120/2014 V-Biock CLT-0625/5/20/2014 Scale CLT-03701 9/18/2014 Displacement Gage CLT-0721/ 6/17/2014 Steel Rule CLT-05561 911012014 Feeler Gage Set CLT-0557I 9117/2014 Square CLT-06221 5/20/2014 Calipers CLT-02601 5121/2014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAvG I DAvG =2.0 to 2.5 End 1 L1 (in) 5.12 l 2 (in) 5.13 L3 (in) 5.13 L4 (in) 5.11 LAVG (in) 5.12 D1 (in) 2.39 D2 (in) 2.39 DAVG (in) 2.39 2 Area (in ) 4.49 3 Volume (in ) 23.0 LAvGIDAvG 2.1 End 2 PASS or FAIL PASS MP-410 L7-21-B DimLogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-424 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR ' Boring No. MP"410 I Project No. I 6468-13-1072 Sample No. L7-21-B Sample Depth (ft) 87.1-87.8 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0090 PASS Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0250 0.0050 Max Gap I LAvG 0.0049 FAIL MP-410 L7-21-B DlmlogSV 04543-08 Rl.x.lsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6425 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33} I Project Name I Clinch River SMR Boring No. MP-410 I Project No. I 6468-13-1072 Sample No. L7-21-B Sample Depth (ft) 87.1-87.8 End Flatness & Parallelism Tolerance (ASTM 04543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.2s*. Distance (in) End 1 Along D1 End 1 Along D~ End 1 Along D3 0.00 0.1324 0.1400 0.1374 0.24 0.1334 0.1401 0.1374 0.48 0.1339 0.1378 0.1372 0.72 0.1339 0.1369 0.1365 0.96 0.1339 0.1361 0.1358 1.20 0.1339 0.1353 0.1353 1.44 0.1339 0.1340 0.1344 1.68 0.1339 0.1323 0.1323 1.92 0.1339 0.1296 0.1305 2.16 0.1334 0.1266 0.1283 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along D3 0.00 0.1335 0.1377 0.1373 0.24 0.1343 0.1379 0.1374 0.48 0.1343 0.1379 0.1374 0.72 0.1343 0.1379 0.1373 0.96 0.1344 0.1368 0.1365 1.20 0.1344 0.1356 0.1353 1.44 0.1344 0.1342 0.1344 1.68 0.1344 0.1321 0.1328 1.92 0.1339 0.1292 0.1308 2.16 0.1328 0.1262 0.1284 Dl Dz Dg Maximum departure from best-fit straight line (in) 0.001 0.003 0.002 PASS or FAIL PASS FAIL FAIL Maximum angular diff. between opposing best-fit lines (deg) MP-410 L7-21-B DimlogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6426 of 598
"'C(") ~= t1) ~ G):; a,:;o J:,. ;::* Ntl) 0 c -Ill enS" Clinch River SMR Boring No. MP-410 ~:;o 6468-13-1072 Sample No. l7-21-B t1)
"C Sample Depth {ft} 87.1-87.8 0
~
~ r End 1 Along 01 l End 1 Along 02 ! End 1 Along 03
- l 0.1355 . , . - - - - - - - - - - - - - - - - - 0.1450 - , - - - - - - ------- 0.:1420
""'(") 1 0.1350 > ---- 0.1400 -
- o l 0.1345 1 ._ ___ _ ---------- 0.1400 ~'-<-
- _::--------------- 0.1380~
"P 0.1360 -
.... 0.1340~* * *~ 0.1350 -- - - -A
........ 0.1335 ~
- 01320 -- --
....~ 0,1300 - - -
~-~:~~ > ------------- -
"' * ~._-------~---~---_J'=YT-=0=.0=00=3=x=+=OT.1 3==33~~- - , lv=~.oo5Sx+0_1412j +
0.1320 .f. I 0.1250
~:~~:y=-0.004:lx+0.1
"-t 0.1260 '
--~38;;~
0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 _ ..-----=E:.::n~d:...::2::...:...:A::.:Io:.:n~g~0-=1:___ _ __ o.145o End 2 Along 02 o.145o , 0 1355 End 2 Along 03 0.1350 f -- - - - - --'-- - - - - t 0.1400 - --- 0.1345 ~ * + + * * * * --- - 0.1340 F , 0.1350 ~*ooe 0.1335 1'~------------------- 0.1350~~ 0.1330 ~ 0.1300-r---------- -- ____ 0.1300 t---;=======;---=~'+~:;:--- ~
,~~~~y===~~.o~oFo~~+~0-~13~4~3~~---.---------~----*---. lv=-0.005~+0.1402j
- 0.1250 f lv=-0.~04x+0.1391.j -- -~
0.1325 .., 0.1250 t--~==r=====r="----.----~-=---~ j 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.oa 2.50 Prepared by/Date: Joey Daily /fJ fJ,;q/;q Checked by/Date: li!l t! I { "t(L{i ~
Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project. Name Clinch River SMR Tested by J. Daily }'i;w,?!P.I Project No. 6468-13-1072 Date 111412014 Boring No. MP-410 Reviewed by MPrt' Run No. NIA Date 1~U-ll/ 3 Sample No. L7-23-BH Unit Weight (g/cm ) 2.689 Sample Depth (ft) 166.0'-167.0' Unit Weight (ibs/ft') 46?-:§*1~3 j)#!J.-- ~-/ Mass (g) 1075.09 Temp. (°F I 'C) 73.7 I 23.2 Moisture Cond. Laboratory Air Dry Specific Gravity 2.70 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231512312014 Parallel Bars CLT-06261 512012014 V-Biock CLT-06251512012014 Scale CLT-03701 911812014 Displacement Gage CLT-07211 611712014 Steel Rule CLT-05561 911012014 Feeler Gage Set CLT-05571 9/17/2014 Square CLT-0622/ 512012014 Calipers CLT-0260/ 5/2112014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAvG I DAvG =2.0 to 2.5 End 1 L1 (in) 5.39 Lz (in) 5.39 L3 (in) 5.39 4(in) 5.39 LAvG (in) 5.39 D1 (in) 2.40 D2 (in) 2.40 DAVG (in) 2.40 2 Area (in ) 4.52 3 Volume (in ) 24.4 LAvaiDAvG 2.2 End 2 PASS or FAIL PASS MP-410 L7-23-BH DimLogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-428 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543*08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-410 I Project l\lo. I 6468-13-1072 Sample No. L7-23-BH Sample Depth (ft) 166.0'-167.0' Side Straightness {ASTM D4S43*08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0020 PASS Perpendicularity {ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 1/230 = 0.0043. At End 1 At End 2 Maximum Gap (in) 0.0120 0.0200 Max Gap I LAvG 0.0037 PASS MP-410 L7-23-BH DlmLogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-429 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33} I Project Name I Clinch River SMR Boring No. MP-410 I Project No. I 6468-13-1072 Sample No. . . L7-23-BH Sample Depth (ft) 166.0'-167.0' End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along D3 0.00 0.3319 0.3339 0.3345 0.24 0.3389 0.3345 0.3360 0.48 0.3399 0.3371 0.3376 0.72 0.3420 0.3390 0.3394 0.96 0.3427 0.3408 0.3412 1.20 0.3427 0.3419 0.3419 1.44 0.3427 0.3440 0.3427 1.68 0.3423 0.3440 0.3427 1.92 0.3403 0.3440 0.3427 2.16 0;3374 0.3440 0.3413 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along D3 0.00 0.3359 0.3340 0.3352 0.24 0.3387 0.3358 0.3360 0.48 0.3400 0.3376 0.3389 0.72 0.3412 0.3388 0.3397
'0.96 0.3417 0.3406 0.3406 1.20 0.3417 0.3417 0.3416 1.44 0.3417 0.3421 0.3417 1.68 0.3413 0.3416 0.3417 1.92 0.3388 0.3412 0.3416 2.16 0.3360 0.3407 0.3394 Dl D2 D3 Maximum departure from best-fit straight line (in) 0.006 0.002 0.003 PASS or FAIL FAIL FAIL FAIL Maximum angular cliff. between opposing best-fit lines (deg)
MP-410 L7-23-BH DimlogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-430 of 598
"'C(") ~= t1) ~ G):; a,:;o J:,. ;::* wtl) 0 c -~~~ enS" Clinch River SMR Boring No. MP-410 ~:;o 6468-13-1072 Sample No. L7-23-BH t1)
"C Sample Depth (ft) 166.0'-167.0' 0
~
~ End 1 Along 01 End 1 Along 03
- 0.3440 ** ----------=--------- 0.3460 t . ---
""'(") 0.3420 ~-~~=: 0.3440 ~--??
- o 0.3400-~~
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0.3350 .--- -
"' i 0.3320 Iy 0.0019x + 0.33811 1 0.3300 0.3300 +-----r----~-..l.:.-...----..-L_-- 0.3320 . '
-¥----~-~::::::::==:::.:;='---.,----.
0.00 0.50 1.00 1.50 2.00 2.50 1 0.00 0.50 1.00 1.50 2.00 2.50
- p:::-
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~><-*="=
1.50 2.00 2.50 End 2 Along 01 End 2 Along 02 0.3440 End 2 Along 03 I' 0.3460 -----------=--------- ~ 03420
- if + ~-----
. .[ - - + --------- i 0.3420 ~ * - -----..:::
0.3400 ---..- 0.3440 0.3400 t - -+ - ,._--~-- --- f ---<f~ ~ ---- + 0.3380 1~--~--------- -- * ~:~~ ~--- 0.3380- - - - -- -.
~=~* -
I 0.3360 I - --- 0.3360 t lv-o.ooo2x+0.33941 0.3340 ! l\r=-0:0033~+0.33591 0.3340 +-----r-----r-----r-----r------, 0.3320 -t.f~---~---~----r----~---~ 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 200 250 Prepared by/Date: Joey Daily m ;);;ff/Jfl Checked by/Date: .;'i1A-c-- I t. -l tf
ame Dimension Log for Intact Rock Cores ASTM 04543*08 (with deviations per SDDR-33) Project [\lame Clinch River SMR Tested by J. Daily JJJ JJnM Project No. 6468-13-1072 Date 1/24/2014 Boring No. MP-410 Reviewed by 11!1 ~{.,( Run No. N/A Date 1/Z&/Ilf 3 Sample No.. 1.7-24-B Unit Weight (g/cm ) 2.714 Sample Depth (ft) 186.5-187.2 Unit Weight (ibs/te) :l.GQ-.4* l(i,q :16*~ Mass (g) 1067.54 Temp. (°F I *q 69.9 I 21.1 Moisture Cond. Laboratory Air Dry Specific Gravity 2.72 Equipment iD No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-0623/5123/2014 Parallel Bars CLT-0626/ 5/20/2014 V-Biock CLT-0625/5/20/2014 Scale CLT-0370/ 9/18/2014 Displacement Gage CLT-0721/ 6/17/2014 Steel Rule CLT-0556/ 9/10/2014 Feeler Gage Set CLT-0557/ 9/17/2014 Square CLT-0622/ 5/20/2014 Calipers CLT-0260/ 5/21/2014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 101: Check that LAvG I DAvG = 2.0 to 2.5 End 1 1.1 (In) 5.34 L2 (in) 5.34 L3 (in) 5.34 L4 (in) 5.34 LAvG (in) 5.34 D1 (in) 2.39 D2 (in) 2.39 Lz' DAvG (in) 2.39 2 Area (in ) 4.49 3 Volume.(in ) 24.0 LAvG/DAvG 2.2 End 2 PASS or FAIL PASS MP-410 L7-24-B DimLogSV D4543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-432 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-410 I Project No. I 6468-13-1072 sample No. L7-24-B Sample Depth (ft) 186.5-187.2 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0070 PASS Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 1/230::: 0.0043. At End 1 At End 2 Maximum Gap (in) 0.0250 0.0120 Max Gap /LAvG 0.0047 FAIL MP-410 L7-24-B DimLogSV D4543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-433 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 {with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-410 l Project N'o, _l 6468-13-1072 Sample No. L7-24-B Sample Depth (ft) 186.5-187.2 End Flatness & Parallelism Tolerance (ASTM 04543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.2s*. Distance (in) End 1 Along 0 1 End 1 Along 0 2 End 1 Along D3 0.00 0.3506 0.3517 0.3521 0.24 0.3524 0.3521 0.3523 0.48 0.3528 0.3526 0.3527 0.72 0.3536 0.3528 0.3530 0.96 0.3539 0.3530 0.3532 1.20 0.3539 0.3531 0,3533 1.44 0.3539 0.3531 0.3533 1.68 0.3539 0.3527 0.3533 1.92 0.3539 0.3509 0.3523 2.16 0.3537 0.3497 0.3511 Distance (in) End 2 Along 0 1 End 2 Along 0 2 End 2 Along 0 3 o.oo 0.3470 0.3503 0.3486 0.24 0.3482 0.3503 0.3489 0.48 0.3495 0.3521 0.3494 0.72 0.3516 0.3528 0.3515 0.96 0.3530 0.3532 0.3528 1.20 0.3534 0.3535 0.3534 1.44 0.3534 0.3535 0.3534 1.68 0.3534 0.3535 0.3534 1.92 0.3534 0.3530 0.3534 2.16 0.3524 0.3521 0.3528 01 Dz 03 Maximum departure from best-fit straight line (in) 0.002 0.002 0.002 PASS or FAIL FAIL FAIL FAIL Maximum angular diff. between opposing best-fit lines (deg) PASS or FAIL MP-410 L7-24-B DimLogSV D4543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-434 of 598
"'C(") ~= t1) ~ G):; a,:;o J:,. ;::* wtl) en"" 0 c -Ill enS" Oinch River SMR Boring No. MP-410 ~:;o 6468-13-1072 Sample-No. L7-24-B t1)
"C Sample Depth {ft} 186.5-187.2 0
~
~ I End 1 Along 01 End 1 Along 02 1 End 1 Along 03
- 0.3560 l: . 0.3550 ,----------=------~-
""'(") 0.3550 +'---------=- 0.3540 t--o------------- l 0.3535 . * * * *
- o - -*
I ~ ---- 0.3530
- 0.3530~~
"P
........ 0.3~4U 1 ------*
03530 -r-- ao :::::;:::::=
== - ---- I
"-1-- --- -- -- -
0.3510
,= ----- ___ .,
~----- 1 I :::; -~- ~- - -- _________
0.3520 0.351..5 *
....~ 0.3510 ---
r= ------ - - 0.3500 r-------- ---- i
"' 0.3500 . Iv o.oo:ux + o.3521 [ y = -0.0006x + 0.35281 + l o.s51o ~ lv=-a.ooolx+0.352sl 0.3490 j 0.3505 +----==:;:::===:;:::=----~---~--~
0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 1 0.00 0.50 1.00 1.50 2.00 2.50 i End 2 Along 01 o.s55o End 2 Along 02 r----=::.:..:.=-::....:~~~~~ End 2 Along 03 0.3560 1 --- . 0.3560 l 0.3540 ~ --- 0.3540 r 0.3520 ~s;:
------~-=----*~;;-:~-=-~.~-~--::..::..::::.::---:_
o.s52o
,~ -~ != ~ ~--*-~-~ - 1 I ~::~:~ ~~ ------- ~ ~ '<~~*
0.3500 , ____ ~----- 0.3510 --------- --- -- _..,-...::c...:_:_:_:_-_-_ _ -_-_-_-rl:~=~-o~-oo~28~x~+~0~.3~48~5=;1---j 0.3500 --<If"-- - - o.on 0.3~v
. n ~--*-
r i ~ II ~-~~~ .. ," _ __,,.,.._! 0.3490 ~ , lv-o;0011x+0.351.2j 0.3460 +----.---.-~==~======~--- I 1 o.346o
- j 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 L o.oa a.5a 1.oo 1.5o 2.oo 2.5a Prepared by/Date: Joey Daily .1/JJ I /;}7/Jii Checked by/Date: /M if l/Z& {tV
Dimension log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Daily JJJj f!Ji/Jtf Project No. 6468-13-1072 Date 1/31/2014 Boring No. MP-412 Reviewed by T. Landis~ 1/J, I-f I Run No. N/A Date 1/31/2014 3 Sample No. L7-17-B Unit Weight (g/cm ) 2.634 Sample Depth (ft) 51.0-51.6 Unlt Weight (lbs/ft 3
) 1~ 104- (/}'J-;
Mass (g) 837.47 Temp. (°F I 'C) 71.3 I 21.8 Moisture Cond. Laboratory Air Dry Specific Gravity 2.64 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231 5123/2014 Parallel Bars CLT-0626/ 5/20/2014 V-B lock CLT-0625/ 5/20/2014 Scale CLT-0370/ 9/18/2014 Displacement Gage CLT-0721/ 6/17/2014 Steel Rule CLT-0556/ 9/10/2014 Feeler Gage Set CLT-0557/ 9/17/2014 Square CLT-0622/ 5/20/2014 Calipers CLT-0260/ 5/21/2014 Length/Diameter Ratio(ASTM D4543-08, Sections 7.2 and 10): Check that LAvG I DAvG = 2.0 to 2.5 L1 (in) 4.30 End 1 L2 (in) 4.30 La (in) 4.29 L4 (in) 4.28 LAVG (in) 4.29 D1 (in) 2.40 D 2 (in) 2.39 DAVG (in) 2.40 2 Area (in ) 4.52 3 Volume (in ) 19.4 LAvG/DAVG 1.8 End 2 PASS or FAIL FAIL MP-412 L7-17-B DimLogSV D4543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6436 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Cl.inch River SMR Boring No. MP-412 I Project No. I 6468-13-1072 Sample No. L7*17-B Sample Depth (ft) 51.0-51.6 N/A FAIL At End 2 Maximum Gap (in) N/A Max Gap I LAvG 0.0000 PASS MP-412 L7-17-B DimLogSV D4543-08 R1,xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6437 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-412 I Project No. I 6468-13-1072 Sample No. L7-17-B Sample Depth (ft) 51.0-51.6 nd Flatness & Parallelism Tolera~ce IASTM D4543-08 Section 9.2.2 Procedure FP2l: c~"'" '"' "" '" '"m b.,,_,,, ""lght ""' by moco th'" 0.001 '" Check at maximum angular difference between opposing best-fit straight lines is ,no more than 0.25*. Distanc){in) End 1 Along D1 End 1 Along D2 End 1 Along D3 o.oo "' N/A .N/A N/A 0.24 '\. N/A N/A N/A 0.48 N/A N/A N/A 0.72 N/A N/A N/A 0.96 '\_ N/A N/A N/A 1.20 ~ N/A N/A 1.44 N/~ N/A N/A 1.68 N/A ~. ~ N/A N/A 1.92 N/A ~1 N/A N/A
'\.
2.16 N/A N/A N/A Distance {in) End 2 Along D1 En~ Along 0 2 End 2 Along 0 3 0.00 N/A ~ N/A 0.24 N/A N/A'\_~ N/A 0.48 N/A N/A '\("' N/A 0.72 N/A N/A -~ 1..., N/A 0.96 N/A N/A '( N/A 1.20 N/A N/A '\. N/A 1.44 N/A N/A '\_N/A 1.68 N/A N/A ~ 1.92 N/A N/A N/A'\_ 2.16 N/A N/A N/A Dl Dz ' \ Ds Maximum departure from best-fit straight line {in) #VALUE! #VALUE! '\VALUE!
#V~I.,.UEI PASS or FAIL #VALUE! #VALUE!
Maximum angular diff. between opposing best-fit lines (de g) #DIV/01 #DIV/01 #DIV/0! PASS or FAIL #DIV/0! #DIV/0! #DIV/01 MP-412 L7-17-B DimLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-438 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33} Project Name Clinch River SMR Tested by J. Dally fjj ;/:n/;11 Project No. 6468-13-1072 Date 111412014 Boring No. MP-412 Reviewed by /V\,4-G Run No. NIA Date 1-U.*It.t 3 sample No. L7-19-BH Unit Weight (glcm ) 2.669 Sample Depth (ft) 166.4'-166.9' Unit Weight (lbs/ft 3
) ;1;66':-& I(,)1 ~ ?r Mass (g) 1045.46 Temp. (°F ;*c) 73.5 I 23.1 Moisture Cond. Laboratory Air Dry Specific Gravity 2.68 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231512312014 Parallel Bars CLT-06261 512012014 V-Biock CLT-0625I5I20I2014 Scale CLT-03701 9118/2014 Displacement Gage CLT-0721/ 6/17/2014 Steel Rule CLT-0556/ 9/10/2014 Feeler Gage Set CLT-0557/9/17/2014 Square CLT-0622/ 5/20/2014 Calipers CLT-02601 5/21/2014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10):
Check that LAvG I DAvG* = 2.0 to 2.5 L1 (in) 5.32 End 1 L2 (in) 5.33 L3 (in) 5.32 L4 (in) 5.32 LAVG (in) 5.32 D1 (in) 2.39 D2 (in) 2.39 2.39
'-z DAVG (in) 2 Area (in ) 4.49 3
Volume (in ) 23.9 LAvGIDAvG 2.2 End 2 PASS or FAIL PASS MP-412 L7-19-BH DimlogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-439 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-412 I Project No. I 6468-13-1072 Sample No. L7-19-BH Sample Depth (ft) 166.4'-166.9' Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0350 FAIL Perpendicularity IASTM 04543*08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230 ='0,0043. At End 1 At End 2 Maximum Gap (in) 0.0140 0.0250 Max Gap I LAvG 0.0047 FAIL MP-412 L7-19-BH DimLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-440 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33} I Project Name I Clinch River SMR Boring No. MP-412 I Project No. I 6468-13-1072 Sample No. L7-19-BH Sample Depth (ft) 166.4'-166.9' End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2. Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along 0 3 0.00 0.2596 0.2648 0.2577 0.24 0.2586 0.2648 0.2580 0.48 0,2606 0.2648 0.2595 0.72 0.2610 0.2643 0.2609 0.96 0.2620 0.2643 0.2617 1.20 0.2628 0.2643 0.2626 1.44 0.2638 0.2643 0.2633 1.68 0.2644 0.2643 0.2641 1.92 0.2649 0.2662 0.2646 2.16 0.2649 0.2674 0.2650
- Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along 0 3 o.oo 0.2623 0.2645 0.2522 0.24 0.2624 0.2615 0.2545 0.48 0.2634 0.2617 0.2576 0.72 0.2642 0.2619 0.2600 0.96 0.2642 0.2627 0.2623 1.20 0.2642 0.2649 0.2639 1.44 0.2642 0.2664 0.2651 1.68 0.2655 0.2670 0.2654 1.92 0.2659 0.2668 0.2654 2.16 0.2659 0.2644 0.2654 Dl Oz D3 Maximum departure from best-fit straight line (In) 0.001 0.002 0.003 PASS or FAIL PASS FAIL FAIL Maximum angular diff. between opposing best-fit lines (deg)
MP-412 L7-19-BH DimLogSV 04543 .. 08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16
- Page G.6441 of 598
"'C(") ~= t1) ~ G):; a,:;o J:,. ;::* ""'tl) N"" 0 c -Ill enS" Clinch River SMR MP-412 ~:;o 6468-13-1072 L7-19-BH t1)
"C 166.4'-166.9' 0
~
r--
~ End 1 Along 01 End 1 Along 02 End 1 Along 03 -
- 0.2680 . , - - - - - - - - - - 0.2680
""'(")
- o 0.2660 >
- lv=o.oo3x+0.2591 ~ :~::: ~ _-_-_-_-_-_-:--_-:..-~-------- 0.2660
----l 0.2640 +---------------~~~~~~----
"P 0.2640 ~~-~~~----==.- :::==~~ ;
.... 0.2620 t --- ---
__. :~::: -~~=--------:=-=--------- ~ 0.2620 +---------..,.--;;.-::-,...="=-...=.::'----
........ 0.2600 r. ---- - --- 0.2640 * -~ ~ 0.2600 i--::-:-~:;v~..,.--"-------;========;
....~ 0.2580 ' __. , - - - lv=o.ooo8x+0.26411 lv=0.0036x+0.25781 0.2580 II 0.2630 [----------
"' 0.2560 0.2620 0.2560 +-----r----.------~------~-----.
0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 I o.268o End 2 Along 01 End 2 Along 02 o.21oo , End 2 Along 03 0.2680 c-----------------~~--------------
--- 0.2660 .. ---- - 0.2650 - ~
C>~~ / --- + 0.2640==;~-- 0.2640 -- --------~---~
. .--- 0.2600 i - +.;:.; -;:-
r--. ~-.---- 0.2620 ~ __ _ --- 0.0017x + 0.2624 0.2620
- y 0.002x + 0.262 ~
-----------Jy f-- _ -+ _ .., -- _* , y = 0.0063x + 0.2543 * - -
0.2600 +----.,-----.,-----.----.-----, 0.2600 +--'---~---~---~----~---,
~00o++~-o---o-.sro----1,.0-0 _ _ _1__5'0_ _ _ _ 2_,o_o_ _ _2,_50 0.00 050 1.00 150 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 Prepared by/Date: Joey Daily J/t 1/Zl/JI.f Checked by/Date: fVV>'1-t;- l- z.-..1.- llf
Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Daily Jji 1/~o/PI Project No. 6468-13-1072 Date 112612014 Boring No. MP-415 Reviewed by T. Landis /,iftlt~ I Run No. NIA Date 1129/2014 3 Sample No. L3-61-BG Unit Weight (glcm ) 2.565 Sample Depth (ft) 23.3-24.1 unit Weight (lbslfe) .;J,etM lfuO ~a- 2,~ 4- Mass (g) 1042.52 Temp. (°F I 'C) 70.5 I 21.4 Moisture Cond. Laporatory Air Dry Specific Gravity 2.57 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231 512312014 Parallel Bars
- CLT-06261 5120/2014 V-Biock CLT-06251 512012014 Scale CLT-03701 911812014 Displacement Gage CLT-07211 6/17/2014 Steel Rule CLT-05561 911012014 Feeler Gage Set CLT-05571 9/17/2014 Square CLH622/ 5120/2014 Calipers CLT-0260/ 5/2112014 Length/Diameter Ratio (ASTM 04543-08, Sections 7.2 and 10):
Check that LAvG I DAvG"' 2.0 to 2.5 End 1 L1 (in) 5.52 L2 (in) 5.52 Ls (in) 5.52 L4 (in) 5.53 LAVG (in) 5.52 D1 (in) 2.39 Dz (in) 2.39 DAVG (in) 2.39 2 Area (in ) 4.49 3 Volume (in ) 24.8 LAvG/DAvG 2.3 End 2 PASS or FAIL PASS MP-415 L3-61-BH DimlogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-443 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33} I Project Name I Clinch River SMR Boring No. MP-415 I Project No. I 6468-13-1072 Sample No. L3-61-BG Sample Depth (ft) 23.3-24.1 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in, Max Gap (in) 0.0100 PASS Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0070 0.0000 Max Gap I LAvG 0.0013 PASS MP-415 L3*61-BH DimlogSV 04543-08 Rl..xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6444 of 598
Dimension log for Intact Rock Cores ASTM 04543-08 {with deviations per SDDR-33} I Project Name I Clinch River SMR Boring No. MP-415 I Project No. I 6468-13-1072 Sample No. L3-61-BG Sample Depth (ft) 23.3-24.1 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along D3 0.00 0.5299 0.5300 0.5281 0.24 0.5319 0.5304 0.5310 0.48 0.5324 0.5313' 0.5319 0.72 0.5329 0.5321 0.5323 0.96 0.5335 0.5328 0.5329 1.20 0.5336 0.5334 0.5339 1.44 0.5336 0.5340 0.5337 1.68 0.5336 0.5343 0.5339 1.92 0.5328 0.5343 0.5340 2.16 0.5308 0.5343 0.5342 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along 0 3 0.00 0.5311 0.5254 0.5313 0.24 0.5329 0.5283 0.5313 0.48 0.5334 0.5303 0.5315 0.72 0.5338 0.5316 0.5321 0.96 0.5338 0.5325 0.5327 1.20 0.5338 0.5331 0.5330 1.44 0.5338 0.5336 0.5333 1.68 0.5338 0.5342 0.5335 1.92 0.5338 0.5344 0.5336 2.16 0.5330 0.5344 0.5336 01 02 Ds Maximum departure from best-fit straight line (in) 0.002 0.002 0.002 PASS or FAIL FAIL FAIL FAIL Maximum angular diff. between opposing best-fit lines (deg) MP-415 L3-61-BH DimLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-445 of 598
"'C(") ~= t1) ~ G):; a,:;tJ J:,. ;::* ""'tl) 0 c -Ill enS" Oinch River SMR Boring No. Mi>-415 ~:;o 646&-13-1072 Sample No. L3-61-BG t1)
"C Sample Depth (ft) 23.3-24.1 0
~
~ End 1 Along 01 -~ End 1 Along 03
- 0.5350 ~----------c:_________ I 0.5380 - , : - - - - - - - - - - " ' ' - - - - - - - - -
""'(") 0.5340 t" . .-- - 1 0.5360 {----------------~~
- o 0.5340 ---
"P
.... 0.533 ~ 0~- _ I o534o F - . - - *::::;::>'.__,- w 0.5320 -------- 1 0.5320 1-_-~--~=-=~-=
........ 0.53W - ---------- 0.5320 [ . - , --:- ::;:flo--==-:-:-::c-~=--=--=--------
i o.53oo +=_~=-=--------------
....~ ~
0.5300 of' - v - - 0.5300 t I I ! 0.5280
"' o.s 290 .;::----,----~v~~=o=.o=o=o6=:x:::+;::0::.5::3=:19:=:-~-----, 'I Iy ~ 0.0023x + 0.53011 o.52ao t lv o.oo22x+0.53o3j 0.5260 .
0.00 0.50 LOO 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 i 0.00 0.50 1.00 1.50 2.00 2.50 1 i 0 _5360 .,----Ec..:nc.:cd:...:2.:....::..cA:::..Io-'n-"g"-"-0-'-1'------- _ -,-----=E:::..n:.:d:..:2=-:.A.::::Io.:.:.::n£g...::0:.:2=------ 0 5400 105360 ~ End 2 Along-=0:.:3=----- --
~
0.5350 .. I , 0.5350 1
-t*------------
0.5350 --- 0.5340 10.5340
! - ----- t ----- ~*
*0.5330 ~* o.s3oo +-c-::-=--~ --:::=:::= --
t:::! II 0.5320 t.----- -------- l I~:::~~ t=;: II 0.5310 i 0.5250 I 0.5310 ~
- ?f:
r , 0.5300 § 0.0013x + 0.5312 0.5300 Iy ~ O.OOOGx + 0.53261
-F----,-----,---'"==;= ====r=o!..._----, 0.5200 I lv o.0038x+0.5277f--_., i Iy
===r---
0.5290
- 0.00 0.50 1.00 1.50 2.00 2.50 ~ ~ ~ ~ ~ ~I 0.00 0.50 Ij
- LOO ~- 2.00 2.50
--~' I Prepared by/Date: J. Dally 1/26/14 lfJ IAoU'f Checked by/Date: T. Landis 1/29/14 r;-£ rj2..~{J4
ame ..... ,- *' Dimension Log for Intact Rock Cores I:~.
~
* * < :: "':~ .:
- ASTM 04543-08 (with deviations per SDDR-33)
Project Name Clinch River SMR Tested by J. Daily J'JJJL-!lo/1'1 Project No. 6468-13-1072 Date 112912014 Boring No. MP-415 Reviewed by T. Landis ~;j:' I /j Run No. NIA Date 113012014 Sample No. L3-62-B Unit Weight (g/cm') 2.612 Sample Depth (ft) 35.1-35.5 Unit Weight (lbs/ft') ~ tw; po> ;-- Mass (g) 744.65 Temp. (°F I 'C) 72.3 I 22.4 Moisture Cond. Laboratory Air Dry Specific Gravity 2.62 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231 512312014 Parallel Bars CLT-06261 512012014 V-B lock CLT-0625/ SI20I20l4 Scale CLT-03701 911812014 Displacement Gage CLT-07211 611712014 Steel Rule CLT-05561 911012014 Feeler Gage Set CLT-05571 911712014 Square CLT-06221 5120/2014 Calipers CLT-02601 512112014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAvG I DAvG =2.0 to 2.5 L1 (in) *3.84 End 1 L2 (in) 3.83 L3 (In) 3.83 L4 (in) 3.85 LAv~ (in) 3.84 0 1 (In) 2.40 0 2 (in) 2.40 DAvG (in) 2.40 2 Area (in ) 4.52 3 Volume (in ) 17.4 LAvGIDAvG 1.6 End 2 PASS or FAIL FAIL MP-415 L3-62-B DimLogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-447 of 598
ame Dimension log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Boring No. MP-415 Project No. 6468-13-1072 Sample No. L3-62-B Sample Depth (ft) 35.1-35.5 N/A FAIL At End 2 Maximum Gap (in) N/A Max Gap I LAvG 0.0000 PASS MP-415 L3-62-B DimlogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6448 of 598
ame I;. Dimension log for Intact Rock Cores *,* Page3ofa***.*** ,.*::, ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-415 I Project No. I 6468-13-1072 Sample No. L3-62-B Sample Depth (ft) 35.1-35.5
~"'" & Po"ll*ll*m Tol"'"~ {ASTM 04543-08, '""'" 9.2.2, Pm~do" FP2}o hat flatness does not depart from best-fit straight line by more than 0.001 in.
hat maximum angular difference between opposing best-fit straight lines is no more than 0.25". Dist~ce (in) End 1 Along 0 1 End 1 Along 0 2 End 1 Along 0 3 0.0~ N/A N/A N/A N/A N/A N/A 0.24 " ' 0.48 N/A N/A N/A 0.72 N/A N/A N/A 0.96 N/A N/A N/A 1.20 '\_ N/A N/A N/A 1.44 ~A N/A N/A N/~ 1.68 N/A N/A 1.92 N/A N/A N/A
......... /
2.16 N/A )( ~ N/A N/A Distance (in) o.oo End 2 Along 0 1 N/A
" ~d2Aiong 0 2
"'N/A End 2 Along 0 3 N/A 0.24 N/A ~ N/A 0.48 N/A N/A"'-. N/A 0.72 N/A N/A "<..~~ N/A 0.96 N/A N/A ~~ N/A 1.20* N/A N/A 0 X6r N/A 1.44 N/A N/A '\. N/A 1.68 N/A N/A '\.N/A 1.92 N/A N/A N~
2.16 N/A N/A N/A"' Dl Di\_ 03 Maximum departure from best-fit straight line (in) #VALUE! #VALUE)\ #VALUE! PASS or FAIL #VALUE! #VALUE! ).\{ALUE! Maximum angular*diff. between opposing best-fit lines (deg) #DIV/0! #DIV/01 #DIV/d-". I PASS or FAIL #DIV/01 #DIV/0! #DIV/0! MP-415 L3-62-B DimLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-449 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33} Project Name Clinch River SMR Tested by J. Daily ,4fJ J!Jo/fJ/_ Project No. 6468-13-1072 Date 112912014 Boring No. MP-415 Reviewed by T. Landis /(fJ t/3)/r-'4 I Run No. NIA ' Date 113012014 3 Sample No. L3-63-B Unit Weight (glcm ) 2.706 Sample Depth (ft) 52.9-53.8 Unit Weight (lbs/ft 3
) :1:6Sb IC?q jtlJ ~~
Mass (g) 1090.89 Temp. (°F I *q 72.9 I 22.7 Moisture Cond. Laboratory Air Dry Specific Gravity 2.71 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231 512312014 Parallel Bars CLT-06261 5120/2014 V-Biock CLT-06251 512012014 Scale CLT-03701 911812014 Displacement Gage CLT-07211 611712014 Steel Rule CLT-05561 911012014 Feeler Gage Set CLT-0557I 911712014 Square CLT-06221 512012014 Calipers CLT-02601 5121/2014 Length/Diameter Ratio (ASTM 04543~08, Sections 7.2 and 10): Check that LAvG I DAvG = 2.0 to 2.5 End 1 Ll(in) 5.47 L2 (in) 5.48 L3 (in) 5.47 L4 (in) 5.47 lAvG (in) 5.47 D1 (in) 2.39 0 2 (in) 2.39 DAVG (in) 2.39 2 Area (in ) 4.49 3 Volume (in ) 24.6 LAvGIDAvG 2.3 End 2 PASS or FAIL PASS MP-415 L3-63-B DimlogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-450 of 598
ame Dimension log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-3.3) I Project Name I Clinch River SMR Boring No. MP-415 I Project No. I 6468-13-1072 Sample No. L3-63-B Sample Depth (ft) 52.9-53.8 N/A FAIL At End 2
- Maximum Gap (in) N/A Max Gap I LAvG 0.0000 PASS MP-415 L3*63-B DimlogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-451 of 598 *
.ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33}
I Project Name I Clinch River SMR Boring No. MP-415 I Project No. I 6468-13-1072 Sample No. L3-63-B Sample Depth (ft) 52.9-53.8 End Flatness & Parallelism Tolerance {ASTM D4543-08, Section 9.2.2, Procedure FP2}:
~t """" doo< oot ' ' ' ' " f.om boMit '"'lght liM by mo" thoo 0.001 ;o.
t maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distan~(in) End 1 Along D1 End 1 Along D2 End 1 Along D3 o.oo"" N/A N/A N/A 0.24 N/A N/A N/A 0.48 N/A N/A N/A 0.72 N/A N/A N/A 0.96 ""N/A N/A N/A 1.20 ~ N/A N/A 1.44 N/A"" N/A N/A 1.68 N/A "<!; :/A N/A N/A
.'\(
1.92 N/A ~ N/A N/A 2.16 N/A N/A N/A Distance (in) End 2 Along D1 End~ongD 2 End 2 Along D3 0.00 N/A N/A"" N/A 0.24 N/A N/A
""-~ N/A 0.48 N/A N/A '<; ;;;/ N/A 0.72 N/A N/A ~ N/A 0:96 N/A N/A 'Z N/A 1.20 N/A N/A ~A 1.44 N/A N/A N/"'
1.68 N/A N/A N/A 1.92 N/A N/A N/A 2.16 N/A N/A N/A 01 D2 ~ Maximum departure from best-fit straight line (in) #VALUE! #VALUE! #VAL~ PASS or FAIL #VALUE! #VALUE! #VALUE! Maximum angular diff. between opposing best-fit lines (deg) #DIV/01 #DIV/01 #DIV/0! PASS or FAIL #DIV/0! #DIV/0! #DIV/0! MP-415 L3-63-B DimLogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-452 of 598
Dimension log for Intact Rocl< Cores ASTM 04543-08 (with deviations per SDDR-33} Project Name Clinch River SMR Tested by J. Dally lPJJJbb/;LI Project No. 6468-13-1072 Date 112912014 Boring No. MP-415 Reviewed by T. Landis 4-t/3 Run No. NIA Date 113012014 3 Sample No. L3-64-B Unit Weight (g/cm ) 2.695 Sample Depth (ft) 93.1-94.1 Unit Weight (lbs/fe) J:~ I&!! ~- '2;.- Mass (g) 1073.05 Temp. (°F I *q 71.2 I 21.8 Moisture Cond. Laboratory Air Dry Specific Gravity 2.70 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231 5123/2014 Parallel Bars CLT-06261 512012014 V-B lock CLT-06251 5120/2014 Scale CLT-03701 9/18/2014 Displacement Gage CLT-07211 611712014 Steel Rule CLT-05561 9/1012014 Feeler Gage Set CLT-0557I 911712014 Square CLT-06221 5/2012014 Calipers CLT-0260/ 512112014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAvG I DAvG = 2.0 to 2.5 L1 (in) End 1 5.37 l 2 (in) 5.36 L3 (in) 5.36 L4 (in) 5.37 LAvG (in) 5.37 D1 (in) 2.39 D2 (in) 2.40 DAvG (in) 2.40 Area (in 2
) 4.52 I Volume (in )
3 24.3 I
-~)-__
LAvGIDAVG 2.2 I '-..... End 2 PASS or FAIL PASS MP-415 L3-64-B DimLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-453 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 {with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-415 I Project No. I 6468-13-1072 Sample No. L3*64-B Sample Depth (ft) 93.1-94.1 At.End 2 Maximum Gap (in) N/A Max Gap I LAvG 0.0000 PASS MP-415 L3-64-B DimLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-454 of 598
ame Dimension log for Intact Rock Cores I*,. *.:.*., ****.' ::::;.: ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP"415 I Project No. I 6468-13-1072 Sample No. L3-64-B Sample Depth (ft) 93.1-94.1 ~"' & ""'"'m ToI"'"" fASTM 04543-08, S"tloo 9.2.2, Pco"d"'" FP2}* t flatness does not depart from best-fit straight line by more than 0.001 in. t maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distams~ (in) End 1 Along D1 End 1 Along D2 End 1 Along D3 0.00""' N/A N/A N/A 0.24 N/A N/A N/A 0.48
""' ' N/A N/A N/A 0.72 N/A N/A N/A 0.96 ""N/A N/A N/A 1.20 ~~ N/A N/A 1.44 N/A"' N/A N/A 1.68 N/A '// N/A N/A 1.92 2.16 N/A N/A ""llf<;<J. N/A N/A N/A N/A Distance (in) End 2 Along D1 ""'"'
End 2"A.Long D2 End 2 Along D3 0.00 N/A N/A"" N/A 0.24 N/A N/A ~ r--.., N/A 0.48 N/A N/A ~
~/ N/A 0.72 N/A N/A ~~- N/A 0.96 N/A N/A "'\_ N/A 1.20 N/A N/A ~A 1.44 N/A N/A N/~
1.68 N/A N/A N/A 1.92 N/A N/A N/A '\ 2.16 N/A N/A N/A D1 Maximum departure from best-fit straight line (in) #VALUE! D2
#VALUE! ""' ~
#VALUh_
PASS or FAIL #VALUE! #VALUE! #VALUE! Maximum angular diff. between opposing best-fit lines (deg) #DIV/01 #DIV/0! #DIV/0! PASS or FAIL #DIV/0! #DIV/0! #DIV/01 MP-415 L3-64-B DimLogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-455 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543w08 (with deviations per SDDR-33) 1'\11 e:~t I /-r;t ({C( t& lf~fi/,f Project Name Clinch River SMR Tested by M. Hamilton J. Daily I Project No. 6468-13-1072 Date 112812014 Boring No. MP-415 Reviewed by T. Landis Run No. NIA Date 113112014 ,.-,Q::. ,,~' 3 Sample No. L3-65-BG Unit Weight (g/cm ) 2.674 Sample Depth (ft) 113.5-114.5 Unit Weight (lbs/ft') 1'66-:-9* I&"( ~ ?*- Mass (g) 981.71 Temp. (°F I 'C) 70.8 I 21.6 Moisture Con d. Laboratory Air Dry Specific Gravity 2.68 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due
- Support Surface CLT-06231 512312014 Parallel Bars CLT-06261 512012014 V-Biock CLT-06251 512012014 Scale CLT-03701 911812014 Displacement Gage CLT-07211 611712014 Steel Rule CLT-05561 911012014 Feeler Gage Set CLT-0557I 911712014 Square CLT-06221 512012014 Calipers CLT-02601 512112014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10):
Checl< that LAvG I DAvG" 2.0 to 2.5 End 1 L1 (in) 4.96 Lz (in) 4.96 L3 (in) 4.96 L4 (in) 4.96 LAVG (in) 4.96 D1 (in) 2.40 D2 (in) 2.40 DAVG (in) 2.40 2 Area (in ) 4.52 3 Volume (in ) 22.4 LAvGIDAvG 2.1 End 2 PASS or FAIL PASS MP-415 L3-65-BG DlmLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-456 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-415 I Project No. I 6468-13-1072 Sample No. L3-65-BG Sample Depth (ft) 113.5-114.5 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0150 PASS Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230 = 0.0043. At End 1 At End 2 Maximum Gap 1in) 0.0180 0.0120 Max Gap I LAvG 0.0036 PASS MP-415 L3-65-BG DimLogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6457 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-415 I Project No. I 6468-13-1072 Sample No. L3-65-BG sample Depth (ft) 113.5-114.5 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.2s*. Distance (in) End 1 Along 0 1 End 1 Along 0 2 End 1 Along D3 0.00 0.3376 0.3372 0.3343 0.24 0.3382 0.3372 0.3388 . 0.48 0.3382 0.3372 0.3388 0.72 0.3382 0.3372 0.3387 0.96 0.3382 0.3369 0.3375 1.20 0.3375 0.3364 0.3365 1.44 0.3360 0.3361 0.3350 1.68 0.3358 0.3348 0.3340 1.92 0.3356 0.3328 0.3340 2.16 0.3356 0.3313 0.3340 Distance (in) End 2 Along 0 1 End 2 Along D2 End 2 Along 0 3 0.00 0.3367 0.3399 0.3376 0.24 0.3379 0.3410 0.3378 0.48 0.3385 0.3412 0.3386 0.72 0.3389 0.3412 0.3390 0.96 0.3392 0.3412 0.3391 1.20 0.3396 0.3412 0.3392 1.44 0.3397 0.3412 0.3393 1.68 0.3397 0.3412 0.3393 1.92 See Note 1 0.3412 0.3393 2.16 See Note 1 0.3410 0.3393 Note 1: Points were excluded due to chip on the end of sample. Dl Dz Ds Maximum departure from best-fit straight line (in) 0.001 0.002 0.004 PASS or FAIL PASS FAIL FAIL Maximum angular diff. between opposing best-fit lines (deg) MP-415 L3~65-BG DimLogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6458 of 598
"'C(") ~= t1) ~ G):; a,:;o J:,. ;::* cntl) <D"" 0 c -Ill enS" Clinch River SMR Boring No. MP-415 ~:;o 6468-13-1072 Sample No. B-65-BG t1)
"C Sample Depth (ft) ll3.5-114.5 0
~
~ End 1 Along 01 End 1 Along 02 03~0.-------------~~----------
- ~~_____E_nd__l_A_Io_n~g~0~3~--------
""'(") 1 0.3390 - ... __.... <I'
- o 0~0~ 0.3380 ~ -- - t 0.3380 -
--~- 0.3370 -............_ ---*-
"P 0.3360 <.--: --:z-- ~
.... 03340 ______
--- +- -*- -............_+---
-............_ --- I 0.3360 -=----~---- _............... + ----- -
03370 ' ------- -
- §s;ssg; -- - ---- -....::_- .. - 0.3350 ---- ~ ----
03360 --- ~
....~ 03320
- 0.3340 -----~ ~
o335o Hv=-o.oo14x+033861 ---- --- 0.3330 y-.{).0018x+0.3381
"' 0.3300 l Y = .{).0025x + 0.3384[ - - 1<
03340 " 0.3320 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 150 2.00 2.50 0.00 050 1.00 1.50 2.00 2.50 End 2 Along 01 End 2 Along 02 o.341o End 2 Along 03 03420 0.3425 0.3420 0.3400 f ---------- ~ 0.3415
~:::~ ~ ------;~
0.3390~~- 0.3410 * * * *
. 0.3~5
- ~~
. 03370 t ________ _
- .:0:~~:~741 0.3400 I
- E lv-0.0008x+0.338[
~:::~~ ;:: :s?;;
0.3360 +*.:_::___ _~_ _ ly= 0.0003x+ 0.3407 r _::::,::====;:::::----, 0.3395 I 0.3360 , 0.00 050 1.00 150 2.00 0.00 050 1.00 150 2.00 2.50 I o.oo 0.50 1.00 1.50 2.00 2.50 Vlt~rf I 111£'1 j)J 1/JJ/Jlf Prepared by/Date: M. Ham;(ton I J. Daily 1/28/14 Checked by/Date: T. Landis 1/31/14 d I l:lJ u-1 r '
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) MIZif I~* It{ 1/;-;6 ~tf Project Name Clinch River SMR Tested by M. Hamilton I J. Daily Project No. 6468-13*1072 Date 112212014 Boring No. MP-415 Reviewed by T. Landis /rf!..,/3.I Run No. NIA Date 113012014 Sample No. L3-66-BH Unit Weight (g/cm 3) 2.693 Sample Depth (ft) 133.9-134.9 Unit Weight (Jbs/ft 3
) 1/a&.'l-I'~B ~ ~
Mass (g) 1099.03 Temp. (°F I 'C) 71.9 I 22.2 Moisture Cond. Laboratory Air Dry Specific Gravity 2.70 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231 512312014 Parallel Bars CLT-0626/ 512012014 V-Biock CLT-06251 512012014 Scale CLT-03701 911812014 Displacement Gage CLT-07211 611712014 Steel Rule CLT-05561 9/10/2014 Feeler Gage Set CLT-05571 911712014 Square CLT-06221 512012014 Calipers CLT-02601 512112014 length/Diameter Ratio (ASTM 04543-08, Sections 7.2 and 10): Checl1 that lAvG I DAvG = 2.0 to 2.5 End 1 l 1 (in) 5.50 l 2 (in) 5.50 l 3 (in) 5.49 L4 (in) 5.50 lAVG (in) 5.50 0 1 (in) 2.40 D2 (in) 2.40 DAvG {in) 2.40 4.52 I I
-- -J--
24.9 2.3 1 -.. . . End 2 PASS or FAll PASS MP-415 L3-66-BH DlmLogSV D4543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-460 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33} I Project Name I Clinch River SMR Boring No. MP-415 I Project No. I 6468-13"1072 Sample No. L3-66-BH Sample Depth (ft) 133.9-134.9 Side Straightness IASTM 04543-08, Section 9.1.1, Procedure S1): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0050 PASS Perpendicularity IASTM 04543*08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0110 0.0100 Max Gap I LAvG 0.0020 PASS MP-415 L3-66-BH DimlogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6461 of 598
Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-415 I Project No. I 6468-13-1072 Sample No. L3-66-BH Sample Depth (ft) 133.9-134.9 End Flatness & Parallelism Tolerance (ASTM D4543-08. Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance (in) End 1 Along D1 End 1 Along Dz End 1 Along D3 0.00 0.6677 0.6646 0.6661 0.24 0.6668 0.6646 0.6664 0.48 0.6670 0.6647 0.6667 0.72 0.6671 0.6655 0.6667 0.96 0.6671 0.6655 0.6667 1.20 0.6669 0.6655 0.6667 1.44 0.6652 0.6655 0.6657 1.68 0.6634 0.6655 0.6639 1.92 0.6618 0.6653 0.6614 2.16 0.6606 0.6644 0.6579 Distance (in) End 2 Along 0 1 End 2 Along 0 2 End 2 Along D3 o.oo 0.6670 0.6626 0.6670 0.24 0.6671 0.6644 0.6670 0.48 0.6671 0.6650 0.6673 0.72 0.6671 0.6658 0.6673 0.96 0.6671 0.6658 0.6673 1.20 0.6671 0.6658 0.6671 1.44 0.6662 0.6658 0.6667 1.68 0.6649 0.6658 0.6658* 1.92 0.6628 0.6658 0.6648 2.16 0.6610 0.6658 0.6638 Dl Dz Ds [~ Maximum departure from best-fit straight line (in) 0.002 0.001 0.003 PASS or FAIL FAIL PASS FAIL Maximum angular diff. between opposing best-fit lines (deg) 0.04
--~- c===~PA~S~S~o~r~F~A~IL~~P~A~S~S--~~~---L~~~
MP-415 L3-66-BH DirnLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6462 of 598
"'C(") ~= t1) ~ G):; a,:;o J:,. ;::* "'tl) w"" 0 c -Ill enS" Clinch River SMR Boring No. MP-415 ~:;o 6468-13-1072 Sample No. L3-66-BH t1)
"C Sample Depth (ft) 133.9-134.9 0
~
~ I End 1 Along 01 End 1 Along 02 --i
- 1 0.6720 r------------------ 0.6665 -.-------------=---- ----- 0.6700 .--------------==:____ End 1 Along 03 ___:_____
""'(") 0.6660 -~~ ------------------ 0.6680 - -:..:.___ ::- -
- o 06660 --*- ...
- --.--~ +
"P :::::: Et-::-_ -~-- -~--<t_ 0.6655 ~ I . ----:::-~-=:..::.--:_ l
.... --*--
- 0.6640- - - - - ~-
0.6650 1
........ 0.6620- -- - - *- - - '
0.6645 ..
- ____________ , .
....~ I 0.6600 ---
0.6640 -- -
"' 1::::r~ ,>_~l~v==~~~.o~re~n~+~Q~66~8~7LI __
-~
r---~--~~-~ 1v=o.ooo2x + 0.66491 0.6580 I v = ~.oo32x + o.6683f 0.6600 .;: 0.6635 .f----~--~-----..!'=i==~~~~L--~ 0.6560 ..J:---..S==c====;=='---~----.------, 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 End 2 Along 01 o.668o End 2 Along 02 o.67oo " End 2 Along 03
- &E______ -- 0.6670 --- ---- 0.6690 "'~"'-=---_-_-----------------
------ - 0.6680 E=: -- - --
t:-~-- *--*--~ 0. 6 6 60 _____ ., "' ""-~ <!> -"" t * -~-- -_ 0.6660 ~c =:------;~----..:-_---- 0.6650 --- -- - ---- 0.6670 ----- ~ ~----- 0.6640 f - ----"---~ =:::::::: -~ ------ 0.6660 -- ~ - f ---*- -~ 0.6640 ------- -- 0.6650; -----~ 0.6620 [ 0.6630 -- 06640 t ----~ E Iy = -0.0025x + 0.66841 + lv=0.0011x+0.66411
- f lv=-O.OOJ.4x+0.6679f 0.6600 +----""=T"==="F='-----~--~ 0.6620 +----,----,---~-----od----, 0.6630 -f:---"===r,=====r='----~----,------,
0.00 0.50 1.00 1.50 2.00 250 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 ftteti Prepared by/Date: M. Hamilton J. Daily 1/22/14 rN1'1 I MJ ;!Ja)/f Checked by/Date: T. landis 1/30/14 ./'j rf I bo/1-f
ame Dimension Log for Intact Rock Cores ASTM 04543*08 (with deviations per SDDR-33} Project Name Clinch RiverSMR Tested by J. Daily JJJ;J~cr/fll Project No. 6468-13-1072 Date 1/29/2014 Boring No. MP-416 Reviewed by T. Landis /lrf. th 1> Run No. NIA Date 1/3012014 3 Sample No. L3-67-B Unit Weight (glcm ) 2.703 Sample Depth (ft) 37.2-38.1 Unit Weight (lbs/ft 9)
- 1-6-&:--7 liP q ~ 3~
Mass (g) 1054.32 Temp. (°F I 'C) 72.3 I 22.4 Moisture Cond. Laboratory Air Dry Specific Gravity 2.71 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-0623/ 5/23/2014 Parallel Bars *cLT-0626/ 5/20/2014 V-B lock CLT-0625/ 512012014 Scale CLT-03701 9118/2014 Displacement Gage CLT-07211 6117/2014 Steel Rule CLT-0556/ 9/10/2014 Feeler Gage Set CLT-0557 I 9/1712014 Square CLT-0622/ 5/20/2014 Calipers CLT-0260/ 5/2112014 length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAvG I DAvG =2.0 to 2.5 l 1 (in) End 1 5.26 l 2 (in) 5.25 l 3 (in) 5.25 L4 (in) 5.26 lAVG (in) 5.26 D1 (in) 2.40 0 2 (in) 2.40 DAVG (in) 2.40 2 Area (in ) 4.52 3 Volume (in ) 23.8 LAvGIDAvG 2.2 End 2 PASS or FAIL PASS MP-416 L3-67-B DimLogSV D4543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-464 of 598
ame Dimension Log for Intact Rock Cores : *~.:;: : ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-416 I Project No. I 6468-13-1072 Sample No. L3-67-B Sample Depth (ft) 37.2-38.1 N/A FAIL At End 2 Maximum Gap (in) N/A Max Gap I LAvG 0.0000 PASS MP-416 L3-67-B DlmlogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-465 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33} I Project Name I Clinch River SMR Boring No. MP-416 I Project No. I 6468-13-1072 Sample No. L3-67-B Sample Depth (ft) 37.2-38.1 ~" '"'"'"'m & Tolorn"" {ASTM 04543-<lS, Soctlo" 9,2,2, Pm<odoco FPZI' t flatness does not depart from best*fit straight line by more than 0.001 in. t maximum angular difference between opposing best-fit straight lines is no more than 0.2s*. Dista~(in) End 1 Along D1 End 1 Along D2 End 1 Along D3 N/A 0.00"" N/A N/A 0.24 N/A N/A N/A 0.48 1'\. N/A N/A N/A 0.72 N/A N/A N/A 0.96 "'N/A N/A N/A 1.20 ~ N/A
- N/A N/A 1.44 N/A" N/A 1.68 N/A ,.. /'_ N/A N/A 1.92 N/A ~~ N/A N/A
'\_
2.16 N/A N/A N/A Distance (in) End 2 Along D1 End ~ong D2 End 2 Along D3 0.00 N/A N/~ N/A 0.24 N/A N/A "'--.... N/A 0.48 N/A N/A ~ >""" N/A 0.72 N/A N/A 1~{,/ N/A 0.96 N/A N/A 'Y:f! N/A 1.20 N/A N/A ~/A 1.44 N/A N/A Nl>\_ 1.68 N/A N/A N/A " 1.92 N/A N/A N/A 2.16 N/A N/A N/A Dl Dz ~3 Maximum departure from best-fit straight line (in) #VALUE! #VALUE! #VALO!ZI PASS or FAIL #VALUE! #VALUE! #VALUE! Maximum angular diff. between opposing best*fit lines (deg) #DIV/0! #DIV/0! #DIV/0! PASS or FAIL #DIV/0! #DIV/01 #DIV/0! MP-416 L3-67-B DimLogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-466 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Daily BJ1 lf;J6/I'J Project No. 6468-13-1072 Date 1/29/2014 Boring No. MP-416 Reviewed by T. Landis /.fl. 1)3 Run No. NIA Date 113012014 Sample No. L3-68-B Unit Weight (g/cm 3 ) 2.707 Sample Depth (ft) 166.5-167.6 Unit Weight (lbs/ft 3
) l:6g.,f)- j(~q ~~~
Mass (g) 1086.93 Temp. (°F I 'C) 72.3 I 22.4 Moisture Cond. Laboratory Air Dry Specific Gravity 2.71 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231 512312014 Parallel Bars CLT-0626/ 5/2012014 V-Biock CLT-06251 512012014 Scale CLT-0370/ 9/1812014 Displacement Gage CLT-07211 611712014 Steel Rule CLT-05561 9110/2014 Feeler Gage Set CLT-05571 911712014 Square CLT-06221 512012014 Calipers CLT-02601 512112014 Length/Diameter Ratio (ASTM 04543-08, Sections 7.2 and 10): Check that LAvG I DAvG =2.0 to 2.5 L1 (in) End 1 5.46 l 2 (in) 5.45 L3 (in) 5.ll-4 L4 (in) 5.46 LAvG (in) 5.45 D1 (in) .2.39 D2 (in) 2.39 DAVG (in) 2.39 4.49 I 24.5 I
- ~)-_"'
2.3 I End 2 PASS or FAIL PASS MP-416 L3-68-B DjmLogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6467 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-416 I Project No. I 6468-13-1072 Sample No. L3-68-B Sample Depth (ft) 166.5-167.6 N/A FAIL At End 2 Maximum Gap (in) N/A Max Gap I LAvG 0.0000 PASS MP-416 L3-68-B DimLogSV D4543"08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-468 of 598
ame Dimension Log for. Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-416 I Project No. I 6468-13-1072 Sample No. L3-68-B Sample Depth (ft) 166.5-167.6 d Flatness & Parallelism Tolerance (ASTM D4543-08 Section 9.2.2 Procedure FP2l: c~""' do" oot ''rt fwm b"t-ftt "";ght ""' by mo" th*o 0.001 ;, . Check at maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distanc~n) End 1 Along D1 End 1 Along D2 End 1 Along D3 N/A N/A N/A 0.00 "" 0.24 N/A N/A N/A 0.48 N/A N/A N/A 0.72 N/A N/A N/A 0.96 "'N/A N/A N/A 1.20 ~ N/A N/A 1.44 N/A"' N/A N/A
""'\r<r 1.68 N/A N/A N/A 1.92 N/A t1:? N/A N/A 2.16 N/A N/A N/A Distance (in) o.oo End 2 Along 0 1 N/A N/A En~AiongD 2 N~
End 2 Along 0 3 N/A N/A 0.24 N/A"" 0.48 N/A N/A
"<~ ~ N/A 0.72 N/A N/A '\ ~ N/A 0.96 N/A N/A ~:I( N/A 1.20 N/A N/A ."" N/A 1.44 N/A N/A ~/A 1.68 NjA N/A Nf..\
1.92 N/A N/A N/A '\_ 2.16 N/A N/A 01 Maximum departure from best-fit straight line (in) #VALUE! N/A Oz"
#VALUE!
Os ffttf,LUE! PASS or FAIL #VALUE! #VALUE! #VA~E!
'\
Maximum angular cliff. between opposing best-fit lines (deg) #OIV/01 #OIV/0! #OIV/01 PASS or FAIL #DIV/0! #OIV/01 #DIV/0! MP-416 L3-68-B DimLogSV D4543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-469 of 598
Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) ul;o/;LJ Jl!ltfi. /, ;; . l'l Project Name Clinch River SMR Tested by J. Daily I M. Hamilton Project No. 6468-13-1072 Date 1/22/2014 Boring No. MP-416 Reviewed by T. Landis /i:f tf."~,j I Run No. N/A Date 1/30/20i4 Sample No. L3-69-BH Unit Weight (g/cm 3 ) 2.708 Sample Depth (ft) 179.7-180.6 Unit Weight (lbs/ft") 1-69:-:1." 14.9 JI!J 3*- Mass (g) 1069.56 Temp. (°F /"C) 73.0 I 22.8 Moisture Cond. Laboratory Air Dry Specific Gravity 2.71 Equipment ID No./ Calibration Due Equipment ID No./ Calibration Due Support Surface CLT-0623/5/23/2014 Parallel Bars CLT-0626/5/20/2014 V-B lock CLT-0625/5/20/2014 Scale CLT-0370/9/18/2014 Displacement Gage CLT-0721/6/17/2014 Steel Rule CLT-0556/9/10/2014 Feeler Gage Set CLT-0557/ 9/17/2014 Square CLT-0622/5/20/2014 Calipers CLT-0260/5/21/2014 Length/Diameter Ratio (ASTM 04543-08, Sections 7.2 and 10): Check that LAvG I DAvG" 2.0 to 2.5 L1 (in) 5.34 End 1 L2 (in) 5.33 L3 (in) 5.33 L4 (in) 5.33 lAVG (in) 5.33 0 1 (in) 2.40 0 2 (in) 2.40 OAVG (in) 2.40 2 Area (in ) 4.52 3 Volume (in ) 24.1 LAvG/DAvG 2.2 End 2 PASS or FAIL PASS MP-416 L3-69-BH DimlogSV D4543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-470 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-416 I Project No. I 6468-13-1072 Sample No. L3-69-BH Sample Depth (ft) 179.7-180.6 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0120 PASS Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap /LAvG is less than or equal to 1/230 ::: 0.0043. At End 1 At End 2 Maximum Gap (in) 0.0050 0.0120 Max Gap I LAvG 0.0023 PASS MP-416 L3-69-BH DimLogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-471 of 598
ame Dimension log for Intact Rock Cores ASTM 04543-08 {with deviations per SDDR-33} I Project Name I Clinch River SMR Boring No. MP*416 I Project No. I 6468-13-1072 Sample No. L3-69-BH Sample Depth {ft) 179.7-180.6 End Flatness & Parallelism Tolerance (ASTM 04543-08, Section 9.2.2. Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance {in) End 1 Along D1 End 1 Along 0 2 End 1 Along 0 3 0.00 0.1328 0.1340 0.1338 0.24 0.1331 0.1344 0.1335 0.48 0.1336 0.1345 0.1344 0.72 0.1339 0.1345 0.1347 0.96 0.1341 0.1345 0.1347 1.20 0.1343 0.1345 0.1347 1.44 0.1343 0.1345 0.1347 1.68 0.1343 0.1335 0.1347 1.92 0.1339 0.1321 0.1340 2.16 0.1339 0.1304 0.1332 Distance {in) End 2 Along 0 1 End 2 Along D2 End 2 Along 0 3 0.00 0.1322 0.1300 0.1315 0.24 0.1322 0.1302 0.1315 0.48 0.1332 0.1313 0.1316 0.72 0.1339 0,1322 0.1323 0.96 0.1342 0.1333 0.1332 1.20 0.1342 0.1339 0.1339 1.44 0.1342 0.1341 0.1341 1.68 0.1342 0.1342 0.1342 1.92 0.1342 0.1344 0.1342 2.16 0.1342 0.1345 0.1342 01 02 03 Maximum departure from best-fit straight line {in) 0.001 0.002 0.001 PASS or FAIL PASS FAIL PASS Maximum angular diff. between opposing best-fit lines {deg) MP-416 L3-69-BH DimLogSV 04543*08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-472 of 598
"'C(") ~= t1) ~ G):; a,:;o J:,. ;::* .._.tl) w"" 0 c -Ill enS" Clinch River SMR Boring No. MP-416 ~:;o 6468-13-1072 Sample No. l3-69-BH t1)
"C Sample Depth (ft) 179.7-180.6 0
~
~ ----- End 1 Along Dl I
- 1 0.1360 End 1 Along 02 0.1370 -r-_ _ _ _ _ _ ___::::_ _ _ _ __
I I o.1355 _ _ i > __ I
""'(") 0.1360 ----
- o 0.1350 , __ ------- I "P
I._* o.1345 1 0.1340 E r--- ----
,. *~ .1 0.1350. .----..._; *--*--'!:
=r - En~~-Aion~D3 QBe
+ * * * * ~ II
........ L_ ~ '11-----.;> 0.1340 ----- -----.... *-----
0.1335 ~ -* 0.1330 -- . ------- ~
....~ 0.1320 --
"~~
- I' 0.1330 Ii i 0.1335
- _________ lv;-1E-o5x+o.1343 j I
.1.
0 *1325 1'-- - -- y 0.0005x + 0.1333 o.131o [---iv ~ -o.oo14x + o.1351 ---
- ----- - j - -----
"' j- 0.1330 ---- ----
0.1320 -1'----...,-----,---:::;====;:=='----~ 0.1300 + ' - ~ 0.00 0.50 1.00 1.50 200 2.50 0.00 0.50 1.00 1.50 200 250 0.00 0.50 1.00 1.50 2.00 250 0 _1360 .----E_n-.-d~2..:...c...;A:_Io:..._n__,g"-'--D-=1----- End 2 Along 02 End 2 Along 03 --~ 0.1380 - , - - - - - - - - - - - - - - " 0 , _ - - - - - 0.1370 E t ------ O.:l360 <- _ I 0.1350 1 ---- 0.1360 E l- o.135o E __ -- --- 01340~~
. t---- ...
~ --- o.134o J o.1340 ~g ------,; ~-*--;~
1 0.1330 L=-- ------ 0.1320 lI o0.1330 - - - - - I 1320 _t:___ - ---"'-.:::-:..._______ _ 0.1320 4 * -----------
~--- lv-o.oolx+0.1326 [ 0.1300 ~-----
0.1310 l\{0:0016x + 0.13141-I I* !::. _ _ _. 0.1310 ~:----r----.----~;:::::===;=~-~ 0.1280 ! I o.13oo ~ 0.00 0.50 1.00 1.50 2.00 250 0.0() 0.50 1.00 1.50 200 2.50 I I 0.00 0.50 1.00 1.50 200 2.50 1 J-1J115rt;4--Kn d';1/ttr Prepared by/Date: J. Daily 7M. Hamilton 1/ll./14 Checked hy/Date: T. Landis 1/30/14 dftt/3o(1 ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) mp!-1 a ltf I!/70/JI-1 Project Name
- Clinch River SMR Tested by M. Hamilton I J. Dally Project No. 6468-13-1072 Date 1/28/2014 Boring No. MP-416 Reviewed by T. Landis ,/"!;/! tlJ~
Run No. N/A Date 1/30/2014 3 Sample No. L3-70-BG Unit Weight (g/cm ) 2.706 Sample Depth (ft) 215.4-216.4 Unit Weight (ibs/ft') l:~ \0-'l !fl.~~ - Mass (g) 1073.21 Temp. (°F I *q 72.2 I 22.3 Moisture Cond. Laboratory Air Dry Specific Gravity 2.71 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-0623/ 512312014 Parallel Bars CLT-0626/ 5/20/2014 V-Biock CLT-0625/ 512012014 Scale CLT-0370/ 9/18/2014 Displacement Gage CLT-0721/ 6117/2014 Steel Rule CLT-0556/ 9/10/2014 Feeler Gage Set CLT-0557/ 9/17/2014 Square CLT-0622/ 5/20/2014 Calipers CLT-0260/ 5/21/2014 Length/Diameter Ratio {ASTM D4543-08, Sections 7.2 and 10): Check that LAvG I DAvG = 2.0 to 2.5 l 1 (in) 5.40 End 1 L2 (in) 5.40 l 3 (in) 5.41 L4 (in) 5.40 LAVG (in) 5.40 D1 (in) 2.39 D2 (in) 2.39 L~ DAVG (in) 2.39 2 Area (in ) 4.49 3 Volume (in ) 24.2 LAvGIDAvG 2.3 End 2 PASS or FAIL PASS MP-416 l3-70-BG DlmLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6474 of598
ame Dimension Log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR-33} I Project Name I Clinch River SMR Boring No. MP-416 I Project No. I 6468-13-1072 Sample No. L3-70-BG Sample Depth (ft)
- 215.4-216.4 Side Straightness (ASTM 04543-08, Section 9.1.1. Procedure 51):
Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0180 PASS Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230 = 0.0043. At End 1 At End 2 Maximum Gap (in) 0.0080 0.0160 Max Gap I LAvG 0.0030 PASS Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-475 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP*416 I Project No. I 6468*13-1072 Sample No. L3-70-BG Sample Depth (ft) 215.4-216.4 End Flatness & Parallelism Tolerance (ASTM D4543*0?, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along D3 0.00 0.3968 0.4031 0.3979 0.24 0.3985 0.4032 0.3991 0.48 0.4008 0.4042 0.4009 0.72 0.4032 0.4053 0.4029 0.96 0.4052 D.4058 0.4053 1.20 0.4069 0.4068 0.4068 1.44 0.4085 0.4068 0.4079 1.68 0.4097 0.4068 0.4089 1.92 0.4109 0.4068 0.4091 2.16 0.4118 0.4068 0.4093 Distance (in) End 2 Along 0 1 End 2 Along D2 End 2 Along D3 0.00 0.3953 0.4029 0.3995 0.24 0.3978 0.4035 0.3997 0.48 0.4006 0.4048 0.4020 0.72 0.4028 0.4060 0.4039 0.96 0.4048 0.4065 0.4053 1.20 0.4066 0.4066 0.4063 1.44 0.4086 0.4066 0.4077 1.68 0.4101 0.4066 0.4084 1.92 0.4114 0.4064 0.4091 2.16 0.4120 0.4043 0.4091 01 Dz 03 Maximum departure from best-fit straight line (In) 0.002 0.002 0.002 PASS or FAIL FAIL FAIL FAIL MP-416 L3-70-BG DimLogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6476 of 598
"'C(") ~= t1) ~ G):; a,:;tJ J:,. ;::* .._.tl) 0 c -Ill enS" Clinch River SMR Boring No. MP-416 ~:;o 6468-13-1072 - Sample No. L3-70-BG t1)
"C Sample Depth {ft) 2J5.4-216.4 0
~
~ End 1 Along 01
- o.4o9o End 1 Along 02 End 1 Along 03 0.4150 .---------==------- 0.4150 . - - - - - - - - _ _ . : : ' - - - - - - - - -
""'(") 0.4080 ----
0.4100
- o r _______
- ,____--=::--:j;~~~~--- 0.4070 - - - - ------ 0.4100 -l *- ~
"P 0.4060 - - - :::w ~ v . :::JF
.... 0.4050 r-----::-::::::::~~;;::;;2:..::_________
........ 0.4050 -----.; ~ - -- 0.4050 -- - - --
....~ 0.4040 - - .-..c-- - - - --
0.4000 t~~~~~-----;:::=======----- 0-4000 -~- w-0.4030 ~ *------
"' 0.3950 lv=o.oo72x+0.39751 0.4020 *-- lv o.0019x+0.40351 0.3950 ' - ______ ,_ . ------
~
0.00 o_so 1.00 1_50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1_50 2.00 2.50
~----- End 2 Along 02 - - - - ~~
o.42oo End 2 Along 01 o.415o , End 2 Along 03 0.4080 -,:----------=--------
~
0.4070 ~-- .. - - . .-~ I 0.4100 ' - .::.. E - - -- 0.4060 -- -- ------
.050 04 ~ ~- :---- 1 0.4050
- ~ --~ i 0.4050 1 c=
- - - - _ ---- ------
0.4040 ~-:__.. - - - - ----
- I ,~ 0.4000 c"=
0 30
.4° Iy = o.o011x + 0.40421 Iy = 0.005x + 0.39971 o.4020 0.3950
=~ 0 -=-==---:::.: II , .
0.00 0.50 1.00 1.50 2.00 2.50 ~ ~ ~ ~ ~ ~I L ~ ~ ~ ~ ~ ~i me~t- J/56/JI.( JfJ I /$a/If' Prepared by/Date: M. Hamilton I J. Daily 1/28/14 Checked by/Date: T. Landis 1/30/14 -r.;;f ~/3o_h4
Dimension Log for Intact Rock Cores I** :* Pag~i hf a**.**..**.*.*.* *.*1 ASTM 04543-08 (with deviations per SDDR-33) tllt;t~ 1h41cf JJ) J)JU/;t; Project Name Clinch River SMR Tested by M. Hamilton I J. Daily Project No. 6468-13-1072 Date 112212014 Boring No. MP-416 Reviewed by T. Landis ,/(.f/,73r, Run No. NIA Date 113012014 Sample No. L3-71-BH Unit Weight (g/cm 3 ) 2.711 Sample Depth (ft) 255.1-255.7 Unit Weight (lbs/ft') 1-6e':'2- \£1lCt J~J<~ ~~ Mass (g) 1070.72 Temp. (°F I *q 71.9 I 22.2 Moisture Cond. Laboratory Air Dry Specific Gravity 2.72 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-0623/ 5123/2014 Parallel Bars CLH626/ 5/20/2014 V-Biock CLT-06251 512012014 Scale CLH370/ 9/18/2014 Displacement Gage CLT-0721/ 6/1712014 Steel Rule CLT-0556/ 9/1012014 Feeler Gage Set CLT-0557I 9/1712014 Square CLT-06221 512012014 Calipers* CLT-02601 512112014 Length/Diameter Ratio (ASTM 04543-08, Sections 7.2 and 10): Check that LAVG I DAVG::: 2.0 to 2.5 L1 (in) 5.37 End 1 L2 (in) 5.38 L3 (iri) 5.37 L4 (in) 5.37 LAVG (In) 5.37 D1 (in) 2.39 D2 (In) 2.39 DAva (in) 2.39 4.49 24.1 2.2 PASS or FAIL End 2 PASS MP-416 L3-71-BH DlmLogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-478 of 598
ame Dimension log for Intact Rocl< Cores *Page2 of 3
- ASTM 04543-08 (with deviations per SDDR-33)
I Project Name I Clinch River SMR Boring No. MP-416 I Project No. I 6468-13-1072 Sample No. L3-71-BH Sample Depth (ft) 255.1-255.7 Side Straightness (ASTM 04543*08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 ln. Max Gap (in) 0.0120 PASS Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is Jess than or equal to 11230 =0,0043. At End 1 At End 2 Maximum Gap (in) 0.0020 0.0020 Max Gap I LAvG 0.0004 PASS MP-416 L3-71-BH DlmLogSV D4543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-479 of 598
ame Dimension log for Intact Rocl< Cores Page 3 .of 3 ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP~416 I Project No. I 6468-13-1072 Sample No. L3-71-BH Sample Depth (ft) 255.1-255.7 End Flatness & Parallelism Tolerance (ASTM 04543-08, Section 9.2.2, Procedure FPZ): Check that flatness does not depart from best-fit straight line by more than 0.001ln. Check that maximum angular difference between opposing best*fit straight lines is no more than 0.25', Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along 0 3 o.oo 0.5404 0.5391 0.5392 0.24 0.5404 0.5391 0.5393 0.48 0.5401 0.5391 0.5393 0.72 0.5400 0.5391 0.5393 0.96 0.5399 0.5391 0,5393 1.20 0.5398 0.5391 0.5393 1.44 0.5398 0.5391 0.5393 1.68 0.5393 0.5386 0.5393 1.92 0.5377 0.5377 0.5388 2.16 0,5365 0.5368 0.5376 Distance (In) End 2 Along D1 End 2 Along 0 2 End 2 Along D3 0.00 0.5368 0.5394 0.5400 0.24 0.5368 0.5394 0.5400 0.48 0.5369 0.5394 0.5400 0.72 0.5370 0.5394 0.5399 0.96 0.5371 0.5392 0.5392 1.20 0,5371 0.5389 0,5388 1.44 0.5371 0.5389 0.5388 1.68 0.5371 0.5389 0,5388 1.92 0.5371 0.5389 0.5386 2.16 0.5367 0.5381 0.5378 01 Dz Ds Maximum departure from best*fit straight line (In) 0.001 0.001 0,001 PASS or FAIL PASS PASS PASS MP-416 L3-71-BH DlmLogSV 04543-08 R1.xlsx Clinch River Data Rep.ort Rev. 4 CRP-1112.16 Page G.S-480 .of 598
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~
~ End 1 Along 01 o54J.o End 1 Along 03
- 0..5430 t End 1 Along 02 0.5410
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. 0.5370 j 0.00 0.50 1.00 1..50 2.00 2.50 0.00 050 1..00 1..50 2.00 2.50 1 0.00 0.50 1.00 1.50 2.00 2.50 :
l 05385
~ End 2 Along 01 o.54J.o End 2 Along 02 o,s4zo e End 2 Along 03 0..5380 ~ . ..,
0.5400 --- --
' 0.5375 ~=-----------------------------------
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/,J r/3oh 4-1
Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Daily J'JJ !lao)JiJ Project No. 6468-13-1072 Date 11312014 Boring No. MP-419 Reviewed by T. Landis~~ 2"1 Run No. NIA Date 1126/2014 Sample No. L2-37-BCG Unit Weight (g/cm 3 ) 2.815 Sample Depth (ft} 115.6-116.4 Unit Weight (lbs/ft') "'ii.-+6~ 11~ jf;;y Mass (g) 1116.26 Temp. (°F I oq 74.1 I 23.4v Moisture Cond. Laboratory Air Dry Specific Gravity 2.82 Equipment iD No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231 5/2312014 Parallel Bars CLT-06261 512012014 V-Biock CLT-06251 512012014 Scale CLT-0370/911812014 Displacement Gage CLT-07211 611712014 Steel Rule CLT-05561 9/1012014 Feeler Gage Set CLT-0557I 911712014 Square CLT-06221 512012014 Calipers CLT-02601 512112014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAvG I DAvG = 2.0 to 2.5 L1 (in} 5.35 End 1 L2 (in) 5.35 L3 (in} 5.36 L4 (in) 5.36 LAvG (in) 5.36 0 1 (in) 2.40 D2 (in) 2.40 Lz DAVG (in) 2.40 4.52 24.2 2.2 End 2 PASS or FAIL PASS L2-37-BCG DimlogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-482 of 598
ame Dimension log for Intact Rock Cores ASTM 04543~08 {with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP"419 I Project No. I 6468-13-1072 Sample No. L2-37-BCG Sample Depth (ft) 115.6-116.4 Side Straightness (ASTM 04543-08, Section 9.1.1. Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0100 PASS Perpendicularity (ASlM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230 = 0.0043. At End 1 At End 2 Maximum Gap (in) 0.0060 0.0070 Max Gap I LAvs PASS L2-37-BCG DimLogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-483 of 598
ame .. J_ Dimension Log for Intact Rock Cores .................... *.
- ~:r;::U::; );;~;~ ;~*:.: *.*.* .*.*..... ...*.*.o"*f.*. *3**..* .*. **. .** .*.**.* .* .*.* . *. :r,ri
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1 ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-419 I Project No. I 6468-13-1072 Sample No. L2-37-BCG Sample Depth (ft) 115.6-116.4 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.2s*. Distance (in) End 1 Along D1 End 1 Along 0 2 End 1 Along D3 0.00 0.4662 0.4632 0.4677
- 0.24 0.4685 0.4670 0.4697 0.48 0.4714 0.4688 0.4716 0.72 0.4726 0.4713 0.4725 0.96 0.4729 0.4730 0.4726 1.20 0.4729 0.4731 0.4726 1.44 0.4729 0.4731 0.4726 1.68 0.4729 0.4731 0.4726 1.92 0.4729 0.4731 0.4726 2.16 0.4720 0.4731 0.4726 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along D3 0.00 0.4691 0.4699 0.4746 0.24 0.4692 0.4700 0.4746 0.48 0.4703 0.4718 0.4738 0.72 0.4715 0.4725 0.4738 0.96 0.4724 0.4725 0.4738 1.20 0.4724 0.4725 0.4738 1.44 0.4724 0.4725 0.4738 1.68 0.4724 0.4725 0.4732 1.92 0.4719 0.4725 0.4732 2.16 0.4704 0.4725 0.4732 Dl Dz Ds Maximum departure from best-fit straight line (in) 0.003 0.003 0.002 PASS or FAIL FAIL FAIL FAIL L2-37-BCG DimLogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-484 of 598
"'C(")
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~
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End 1 Along 01 End 1 Along 02
- 0.4760 0.4800 .----------='------- 0.4760 ~
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0.4750 0.4740 -- ---
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0.4700 0.4700 +----.,-..-:;;.--""';~~0.::...------'.--- N 0.4680 y= 0.0023X+ 0.469 0.4700 -- --
... 0.4650 y = 0.004x + 0.4665 0.4680 - ---- - *---
0.4600 +-----.~--~----,-----..,------. 0.4660 L---~---~----'~,=-=**:::*::*::*::--=*~-:::*::.:-*:::-:::'~ ... 0.00 050 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 050 1.00 150 2.00 2.50 o.4740 ,. End 2 Along 01 .,...----=-En:.:.d=-=2:..:A...::I:..:o:.:.n::!'"g!...:D::.:2=----- 0 _4750 0.4730 " --- --- o.474o ______ _ 04720 t *--*--~ 0.4750 . + --- ----------------.
.. ~ 0.4730 __ .... - - . - + -~. +
0:4710 0.4720 -- ~ ----- 0.4740~*~ 0.4730 r------- 0.4700~~ F=?= ~ ;;- + 0.4710 --------- ---- 0.4690 t- -$" - - - - - tv 0.0011x + 0.471-- 0.4700 _ - y 0.0011x + 0.4707 ---- o.4720 lv -a.ooo6x+0_.474sl ~ 0.4680 -f~---~r----.,----~---~----, 0.4690 0.4710
- f 0.00 050 1.00 1.50 2.00 2.50 0.00 050 1.00 150 2.00 2.50 0,00 0.50 1.00 1.50 2.00 2.50 Prepared by/Date: J. Daily 1/3/2014 ,/}Jjbf6> !Jq Checked by/Date: T. Landis 1/26/2014 ./'f'i I /z,/t-f-1
Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33} Project Name Clinch River SMR Tested by J. Dally lf)j t/i?!ttl Project No. 6468-13-1072 Date 11312014 Boring No. MP-419 Reviewed by ~rf-Run No. N/A Date /-13-14 3 Sample No. L2-38-BH Unit Weight (g/cm 2.707 lk
)
Sample Depth (ft) 157.1- 157.8 Unit Weight (lbs/ft 3
) -;!,69-:G l bq >>}~
Mass (g) 1073.36 Temp. (°F I "C) 74.1 I 23.4 Moisture Cond. Laboratory Air Dry Specific Gravity 2.71 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231512312014 Parallel Bars CLT-06261 512012014 V-Biock CLT-062515120/2014 Scale CLT-03701 911812014 Displacement Gage CLT-07211 6/17/2014 Steel Rule CLT-05561 9/10/2014 Feeler Gage Set CLT-05571 9/17/2014 Square CLT-0622/ 5120/2014 Calipers CLT-02601 5/21/2014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAvG I DAvG <= 2.0 to 2.5 L1 (in) 5.36 End 1 L2 (in) 5.36 L3 (in) 5.36 L4 (in) 5.36 LAVG (in) 5.36 D1 (in) 2.40 D2 [in) 2.40 DAvG (in) 2.40 4.52 24.2 2.2 End 2 PASS or FAIL PASS l.2-38-BH DimLogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-486 of 598
ame Dimension log for Intact Rock Cores ASTM 04543*08 (with deviations per SDDR*33) I Project Name I Clinch River SMR Boring No. MP*419 I Project No. I 6468*13-1072 Sample No. L2-38-BH Sample Depth (ft) 157.1- 157.8
, Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51):
Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0180 PASS Perpendicularity (ASTM 04543*08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 1/230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0150 0.0180 Max Gap /LAVG 0.0034 PASS L2~38*BH DimLogSV Rock Cores_RO
- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-487 of 598
ame Dimension log for Intact Rock Cores ASTM 04543-08 {with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-419 I Project No. I 6468-13-1072 Sample No. L2-38-BH Sample Depth (ft) 157.1-157.8 End Flatness & Parallelism Tolerance (ASTM 04543-08, Section 9,2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance* (In) End 1 Along D1 End 1 Along D2 End 1 Along D3 0.00 0.4734 0.4766 0.4677 0.24 0.4734 0.4766 0.4693 0.48 0.4734 0.4766 0.4718 0.72 0.4740 0.4766 0.4737 0.96 0.4751 0.4766 0.4750 1.20 0.4758 0.4766 0.4757 1.44 0.4758 0.4766 0.4758 1.68 0.4758 0.4766 0.4758 1.92 0.4758 0.4766 0.4758 2.16 0.4758 0.4766 0.4759 Distance (in) End 2 Along D1 End 2 Along 0 2 End 2 Along 0 3 0.00 0.4724 0.4751 0.4757 0.24 0.4745 0.4758 0.4759 0.48 0.4751 0.4770 0.4759 0.72 0.4762 0.4777 0.4769 0.96 0.4774 0.4781 0.4776 1.20 0.4782 0.4782 0.4782 1.44 0.4785 0.4783 0.4784 1.68 0.4786 0.4782 0.4781 1.92 0.4786 0.4747 0.4735 2.16 0.4783 0.4734 0.4726 01 Dz Ds Maximum departure from best-fit straight line (in) 0.001 0.003 0.003 PASS or FAIL PASS FAIL FAIL Maximum angular diff. between opposing best-fit lines (deg) L2-38-BH DimLogSV Rock Cores_.RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-488 of 598
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~
~ End 1 Along D1
- _____End1_A_Io_n~g~D_2_________ End 1 Along D3 0.4780 ~---------=--------- 0.4780 .- 0.4800 ..,.--------=-------
""'(") 0_4770 ~ - -- o.4775 r--- -----------------------
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.... 0.4760 ~ -*--*-~~ 0.4770 -t-------------------- OA'OO ~-
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o.4765 T * "' * * * * * * *
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' 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50
_ End 2 Along D1 ! End 2 Along D2 1 o.48oo r 0 4820 End 2 Along D3 0.4790 A ...
- A ,
0.4800 --- 1 0.4780 ----.-- ___ _ _ ____ I ... ~ 0.4780 0.4780 r-- --~ f ---- _-,.
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o.476o ~ ---- -- _ ---------- 1 0.4760 + .,. -""---- ---- 04740 -~------
. 0.4750
- 1 t -----------
0.4740
- 0.4720
---- y 0.0027x+0.4739 0.4740 1 y- -0.0004x + 0.477:U + ! f lv=-{J.0007x+0.47711 +
0.4700 +----.-----.----~---~--~ 0.4730 0.4720 +---~~;;;;~~~='--,----,--=-----. 0.00 0.50 .1..00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 Prepared by/Date: ... >J7{ ._,,.m., pvv fttjllJ-t Checked by/Date: , *-
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Daily JJ:J tlnlfl! Project No. 6468-13-1072 Date 11312014 Boring No. MP-419 Reviewed by ~ Run No. NIA Date /-13~14 3 Sample No. L2-39-BG Unit Weight (g/cm ) 2.837 Sample Depth (ft) 170.1- 170.6 Unit Weight (ibs/ft 3
) -1"77+ 1'1'1 j()j, ?7 J Mass (g) 1008.96 Temp. (°F I *c) 74.4 I 23.6 Moisture Cond. Laboratory Air Dry Specific Gravity 2.84 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231512312014 Parallel Bars CLT-06261 5120/2014 V-Biock CLT-0625/5120/2014 Scale CLT-03701 9/18/2014 Displacement Gage CLT-0721/6/1712014 Steel Rule CLT-0556/9110/2014 Feeler Gage Set CLT-0557I 9/17/2014 Square CLT-06221 5/20/2014 Calipers CLT-02601 5/21/2014 length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10):
Check that LAvG I DAvG =2.0 to 2.5 L1 (in) . 4.81 End 1 L2 (in) 4.81 L3 (in) 4.81 L4 (in) 4.81 LAvG (in) 4.81 D1 (in) 2.40 D2 (in) 2.40 DAVG (in) 2.40 2 Area (in ) 4.52 3 Volume (in ) 21.7 LAvG/DAVG 2.0 End 2 PASS or FAIL PASS L2-39-BG DlmlogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-490 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-419 I Project No. I 6468-13-1072 Sample No. L2-39-BG Sample Depth (ft) 170.1-170.6 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0100 PASS Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0070 0.0090 Max Gap I LAvG 0.0019 PASS j L2-39-BG DimlogSV Rock Cores_RO- Copy.xisx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-491 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-419 I Project No. I 6468-13-1072 Sample No. L2-39-BG Sample Depth (ft) 170.1-170.6 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along D3 0.00 0.3253 0.3288 0.3265 0.24 0.3256 0.3294 0.3273 0.48 0.3276 0.3294 0.3285 0.72 0.3281 0.3294 0.3289 0.96 0.3287 0.3294 0.3289 1.20 0.3289 0.3294 0.3289 1.44 0.3289 0.3294 0.3289 1.68 0.3289 0.3294 0.3289 1.92 0.3289 0.3294 0.3289 2.16 0.3266 0.3299 0.3289 Distance (in) End 2 Along 0 1 End 2 Along Dz End 2 Along 0 3 0.00 0.3193 0.3219 0.3171 0.24 0.3219 0.3223 0.3208 0.48 0.3265 0.3255 0.3227 0.72 0.3286 0.3287 0.3277 0.96 0.3286 0.3287 0.3287 1.20 0.3286 0.3287 0.3287 1.44 0.3289 0.3288 0.3291 1.68 0.3291 0.3.289 0.3295 1.92 0.3292 0.3290 0.3299 2.16 0.3292 0.3290 0.3305 01 Dz Ds Maximum departure from best-fit straight line (in) 0.003 0.003 0.003 PASS or FAIL FAIL FAIL FAIL L2-39-BG DimLogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-492 of 598
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~
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- o331o End 1 Along D1 End 1 Along D2 End 1 Along D3 0.3310 ;:----------=--------- 0.3310 ; : - - - - - - - - - - - - - - - " : : _ _ __ _ _ _ __
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0.3285 t:::::::==-~==-----::-::o=-~..:::..:::.::..::::..:___ 0.3260 ' ---------- ------
- 03270 -
"' 03250 * <.--* Iv- o.oo11x + 0.32661 0.3280 1v o.ooozx + 0.32911 0.3260 0.3275 f-- Iv = o.ooo9x + 0.32751 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 150 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50
_______E_n~d~2~A~Io~n~g~D~1~------- o.335o ,- 03340 End 2 Along 02 o.33so r End 2 Along D3 0.3320 -r---~--------------- r 0.3300 ------ 0.3300 [ -~~ 0.3300 ~ ~~-~=~ 0.3250 03280 + + -*--~-*--* ~ .~~
--=--:.~=~ 0.3250 ~=--
0.3260 -- ----- =--------- ------ 0.3240 --~---- 0.3200 *t----------;::: :=====:;--- 0.3200 - - - * - - - 0.3220 --;: lv=o.oo39x+0.322sl 0.3150 1 --* .j 0.3200 -l v- o.0032x+0.3237 r 0.3150 ~ ly=o.0056x+0.32041 0.00 050 1.00 150 2.00 250 ! 0.00 0.50 1.00 150 2.00 2.50 0.00 0.50 1.00 1.50 2.00 250 Prepared by/Date: Joey Daily JJfj If1:1/ii/ checkedbv/Date: t"{oe I :;4.
ame Dimension log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Daily MJJ IIJ;/itj Project No. 6468-13-1072 Date 1L312014 Boring No. MP-419 Reviewed by ,-r# Run No. NIA Date /-13 ~14 3 Sample No. L2-40-BCH Unit Weight (g/cm ) 2.586 Sample Depth (ft) 173.4- 174.1 Unit Weight (lbs/ft') -!L-64:4- I!;;;.\ , t¥J ~3. I Mass (g) 1051.14 Temp. (°F I *c) 74.1 I 23.4 Moisture Cond, Laboratory Air Dry Specific Gravity 2.59 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231512312014 Parallel Bars* CLT-06261 512012014 V-Biock CLT-06251512012014 Scale CLT-03701 911812014 Displacement Gage CLT-07211 611712014 Steel Rule CLT-05561 911012014 Feeler Gage set CLT-05571 911712014 Square CLT-06221 512012014 Calipers CLT-02601 512112014 Length/Diameter Ratio (ASTM 04543-08, Sections 7.2 and 10): Check that LAvG I DAvG =2.0 to 2.5 L1 (in) End 1 5.51 L2 (in) 5.52 L3 (in) 5.52 L4 (in) 5.52 LAVG (in) 5.52 D1 (in) 2.39 0 2 (in)* 2.39 DAvG (in) 2.39 4.49 24.8 2.3 End 2 PASS or FAIL PASS L2-40-BCH DimLogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-494 of 598
Dimension log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-419 I Project No. I 6468-13-1072 Sample No. L2-40-BCH Sample Depth (ft) 173.4-174.1 Side Straightness (ASTM 04543-08, Section 9.1.1. Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0230 FAIL Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230 = 0.0043. At End 1 At End 2 Maximum Gap (in) 0.0350 0.0250 Max Gap I LAvG 0.0063 FAIL L2-40-BCH DimlogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-495 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR~33} I Project Name I Clinch River SMR Boring No. MP-419 I Project No. I 6468-13-1072 Sample No.* L2-40-BCH Sample Depth (ft) 173.4- 174.1 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.2s*. Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along 0 3 0.00 0.3708 0.3718 0.3755 0.24 0.3736 0.3735 0.3770 0.48 0.3746 0.3759 0.3771 0.72 0.3758 0.3779 0.3774 0.96 0.3762 0.3781 0.3774 1.20 0.3767 0.3782 0.3774 1.44 0.3778 0.3778 0.3774 1.68 0.3778 0.3757 0.3774 1.92 0.3778 0.3742 0.3764 2.16 0.3744 0.3728 0.3758 Distance (in) End 2 Along D1 End 2 Along 0 2 End 2 Along 0 3 0.00 0.3695 0.3795 0.3755 0.24 0.3734 0.3796 0.3762 0.48 0.3756 0.3796 0.3765 0.72 0.3759 0.3796 0.3770 0.96 0.3783 0.3796 0.3772 1.20 0.3783 0.3796 0.3773 1.44 0.3783 0.3785 0.3773 1.68 0.3783 0.3775 0.3773 1.92 0.3785 0.3731 0.3773 2.16 0.3786 0.3732 0.3773 Dl Da D3 Maximum departure from best-fit straight line (in) 0.003 0.003 0.001 PASS or FAIL FAIL FAIL PASS Maximum angular diff. between opposing best-fit lines (deg) L2-40-BCH DimLogSV Rock Cores_RO- Copy.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-496 of 598
"'C(") ~= t1) ~ G):; a,:;o J:,. ;::* <Dtl) 0 c -Ill enS" Clinch River SMR Boring No. MP-419 ~:;o 6468-13-1072 Sample No. L2-40-BCH t1)
"C Sample Depth [ft) 173.4-174.1 0
~
~ End 1 Along D1 End 1 Along D3
- 0.3800 .,--
______ E_nd __1_A_Io_n~g~D~2_________ 03800 .------------------------------- --------- 0.3780 ---------- -
""'(") 0.3780 [ * - . - .----
- o 0.3780 -- -- -- - _v__- -- -- --- II 0.3770 *
- 0.3760 [ _... -e$ ::::::;::::::=- --- 0.3760 - ---
"P
-~ I ~,I .....
0.3765 *
........ 0.3740 0.3740 -----------------------. --
-- - + i
....~ + + '
I 0.3760 - - -------------. o312o 1v o.oo21x + o.3733 t 0.3720 1 0.37551
"' l-- ly=0.0003x+0.37521 1 [y= 1E-16x-r0.37691 0.3700 . 037oo 1 - o.375o
- I 0.00 0.50 1.00 1.50 2.00 2.50 I 0.00 0.50 1.00 1.50 2.00 2.50 I I 0.00 0.50 1.00 1.50 2.00 2.50 I End 2 Along D1 lo~:= E~d 2 Along D2 - - o.379o ~ End 2 Al~ng D3 - ---- -,,
I 0.3780 ' ----------
, --- II I 1 '
t
- ~t ~-* - --~ IM=~ -------- -
0.3750~~ 0.3770~*~
------ I:==~=G-. I 0.3760~:= =}
0.3700 . - - - - - - - - - - - - 0.3750 t------------- 03650 ~f IY- 0.0035x 03740 F lv-o.ooo7x+0.3761 1
. + 0.37271 ~
0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 Prepared by/Date: Joey Daily M/r!;ifl{i Checked by/Date: ~eft 1-!3-11
ame Dimension Log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Dally JJ/;;~ 7)/Ij_ Project No. 6468-13-1072 Date 112412014 Boring No. MP-421 Reviewed by fbt/1 Run No. NIA Date t 1z&irr Sample No. L7-25-BC Unit Weight (g/cm") 2.697 Sample Depth (ft) 85.2-86.1 Unit Weight (lbs/ft') ac6&.4 \IP& 7>>~ 3- [ Mass (g) 1029.73 Temp. (°F I "C) 70.7 I 21.5 Moisture Cond. Laboratory Air Dry Specific Gravity 2.70 Equipment ID No./ Calibration Due Equipment ID No./ Calibration Due Support Surface CLT-06231512312014 Parallel Bars CLT-06261 5/20/2014 V-Biock CLT-06251512012014 Scale CLT-03701 9/1812014 Displacement Gage CLT-07211 611712014 Steel Rule CLT-05561 9/1012014 Feeler Gage Set CLT-0557I 911712014 Square CLT-06221 5/2012014 Calipers CLT-02601 5/2112014 length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that lAvG I DAvG = 2.0 to 2.5 End 1 ll (in) 5.18 l 2 (in) 5.18 l 3 (in) 5.17 l 4 (in) 5.17 lAVG (in) 5.18. Dl (in) 2.39 0 2 (in) 2.39 DAVG (in) 2.39 2 Area (in ) 4.49 3 Volume (in ) 23.3 lAvGIDAVG 2.2 End 2 PASS or FAll PASS MP-421 L7-25-BC DimlogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6498 of 598
ame Dimension log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-421 I Project No. I 6468-13-1072 Sample No. L7-25-BC Sample Qepth (ft) 85.2-86.1 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0020 PASS Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230 =CI.0043. At End 1 At End 2 Maximum Gap (in) 0.0070 0.0080 Max Gap I LAvG 0.0015 PASS MP-421 L?-25-BC DimLogSV D4543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6499 of 598
ame Dimension log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-421 I Project No. I 6468-13-1072 Sample No. L7-25-BC Sample Depth (ft) 85.2-86.1 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along D3 o.oo 0.1847 0.1883 0.1872 0.24 . 0.1860 0.1884 0.1876 0.48 0.1868 0.1884 0,1879 0.72 0.1871 0.1884 0.1880 0.96 0.1871 0.1884 0.1880 1.20 0.1871 0.1884 0.1880 1.44 0.1871 0.1874 0,1878 1.68 0.1871 0.1861 0.1862 1.92 0.1866 0.1842 0.1854 2.16 0.1859 0.1842 0.1841 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along D3 0.00 0.1843 0.1878 0.1871 0.24 o.i849 0.1878 0.1871 0.48 0.1860 0.1883 0.1872 0.72 0.1863 0.1887 0.1877 0.96 0.1866 0.1887 0.1877 1.20 0.1867 0.1885 0.1877 1.44 0.1867 0.1871 0.1875 1.68 0.1867 0.1861 0.1860 1.92 0.1865 0.1847 0.1844 2.16 0.1851 0.1826 0.1818 Dl Dz Da Maximum departure from best-fit straight line (in) 0.002 0.002 0.003 PASS or FAll FAIL FAll FAIL Maximum angular diff. between opposing best-fit lines (deg) PASS or FAll MP-421 L7-25-BC DimLogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-500 of 598
"'C(") ~= t1) ~ G):; a,:;o ln ;::* otl) 0 c -Ill enS" Clinch River SMR Boring No. MP-421 ~:;o 6468-13-1072 . Sample No. L7-2S-BC t1)
"'C Sample Depth (ft) 85.2-86.~
0
~ ---,
~ End 1 Along Dl End 1 Along D2
- 0.1890 , - - - - - - - - - - - - - - - 0.~20 -,----------=------ I End 1 Along D3 00 .---------~~-------
I
""'(") 890 --- --
0.~00 - - ~
- o a.1sso E -------------------~
0.1880 D-;;:-.. --._ + I r; 0.1880 __+ ~
~
"P
.... **~
Ii 0.1870 - ________ ___ II 0.1860 E-- ...... .
$ ------"' 0.1860
- - - - ------------- - - - - ! 0.1860- ----- :-------- i 0.1850 ------------------
---- ~ 0.1850 --- ! i
-- ~ j
....~ 0.1840 - - - - ... _ -
- 0.1840 .... l
"' Iy = 0.0004x + 0.18611 F___ ~lv=-=-~o=.o=o~==+=o=.1~Z=94~~~---r------- _ Iy= -O.OOBx + 0.18841 I
. f 0 . .1.840 , i o.182o ..,. 0 1830 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 End 2 Along D1 End 2 Along D2 o~oo,,---~E=n~d~2~A~I~o~n~gLD~3_____
0.1880 T----------=-------- 0.2920 - , - - - - - - - - - " ' - - - - - - - - I:------ 0.1870. t - ---- 0.1900 - 0.1880 ~-¢..~--* L-------;- "' * * *_______....- 0.1880 ~--*---t + 1 0.1860 r ~-~ 0.~860 ~ ------- ---------- 0.1860 I 0.1840 f - ----
- _
~
0.1850 l "' -- ------ 0.1840 ------~- 0.1820 ~ -:..---
~----- - - - - lv=o.ooo6x+0.18531 0.1820 lv=-o.oo21x+0.18931 .* I f Iy = -o.omsx + 0.18841 ;
0.1840 +-----r----,-===-'-,....:.=-===~----. 1 0.1800 r l 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 I 0.00 0.50 1.00 1.50 2.00 2.50 I Prepared by/Date: Joey Daily @ 1/;rtiJCl Checked by/Date: It/ /I I /zt£ 0!( r*
Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Daily 9-JJ /J:J11111 Project No. 6468-13-1072 Date 111412014 Boring No. MP-421 Reviewed by lflA-C Run No. NIA Date 1-"2-h ~llf' 3 Sample No. L7-26-BCH Unit Weight (g/cm ) 2.820 Sample Depth (ft) 175.5'-178.3' Unit Weight (lbs/fe) 1~ \'1, IJ>~~ -*t+-- f Mass (g) . 1016.56 Temp. (°F I 'C) 74.0 I 23.3 Moisture Cond. Laboratory Air Dry Specific Gravity 2.83 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231512312014 Parallel Bars CLT-06261 512012014 V-Biock CLT-06251512012014 Scale CLT-03701 911812014 Displacement Gage CLT-07211 611712014 Steel Rule CLT-05561 911012014 Feeler Gage Set CLT-0557I 911712014 Square CLT-06221 512012014 Calipers CLT-02601 512112014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAVG I DAvG =2.0 to 2.5 End 1 L1 (in) 4.91 L2 (in) 4.90 L3 (in) 4.90 L4 (in) 4.91 LAVG (in) 4.91 0 1 (in) 2.39 0 2 (in) 2.39 DAvG (in) 2.39 2 Area (in ) 4.49 3 Volume (in ) 22.0 lAvGIDAVG 2.1 End 2 PASS or FAll PASS MP-421 L7-26-BCH DimLogSV D4543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16
. Page G.S-502 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-421 I Project No. I 6468-13~1072 Sample No. L7-26*BCH Sample Depth (ft} 175.5'-178.3' Side Straightness (ASTM D4543-08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in} 0.0060 PASS Perpendicularity (ASTM D4543-08, Section 9.3.2, Procedure P2): Check that Max Gap /lAvG is less than or equal to 1/230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0180 0.0220 Max Gap I LAvG 0.0045 FAIL MP-421 L7-26-BCH DimLogSV D4543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-503 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-421 I Project No. I 6468-13-1072 Sample No. L7*26*BCH Sample Depth (ft) 175.5'-178.3' End Flatness & Parallelism Tolerance (ASTM 04543-08, Section 9.2.2. Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance (in) End 1 Along 0 1 End 1 Along 0 2 End 1 Along 0 3 0.00 0.3246 0.3197 0.3201 0.24 0.3263 0.3197 0.3212 0.48 0.3273 0.3200 0.3229 0.72 0.3277 0.3223 0.3241 0.96 0.3278 0.3247 0.3259 1.20 0.3278 0.3274 0.3278 1.44 0.3278 0.3288 0.3281 1.68 0.3278 0.3290 0.3281 1.92 0.3263 0.3283 0.3269 2.16 0.3239 0.3283 0.3269 Distance (in) End 2 Along 0 1 End 2 Along 0 2 End 2 Along 0 3 0.00 0.3258 0.3122 0.3233 0.24 0.3269 0.3162 0.3233 0.48 0.3271 0.3201 0.3233 0.72 0.3271 0.3232 0.3244 0.96 0.3271 0.3257 0.3261 1.20 0.3271 0.3277 0.3273 1.44 0.3275 0.3297 0.3292 1.68 0.3275 0.3312 0.3302 1.92 0.3275 0.3321 0.3305 2.16 0.3275 0.3323 0.3305 01 Oz Dg Maximum departure from best-fit straight line (in) 0.003 0.003 0.002 PASS or FAIL FAIL FAIL FAIL Maximum angular diff. between opposing best-fit lines (deg) MP-421 L7-26-BCH DimLogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-504 of 598
"'C(") ~= t1) ~ G):; a,:;o ln ;::* otl) en"" 0 c -Ill enS" Clinch River SMR Boring No. MP-421 ~:;o 6468-13-1072 Sample No. l7-26-BCH t1)
"'C Sample Depth {ft) 175.5'-178.3' 0
~
~ o.329o End 1 Along Dl End 1 Along D2 End 1 Along D3
- l 0.3350 ,--------=------- 0.3320 -,:--------------------'=------ --------
""'(") 0.3280~==~~~~~~--~---
0.3300 - - - -::.--
- o 0.3270 --. .. 4'--*-_._ -"31£ o.33oo L---------------------;.----;;;
- ;:::::;:?.;~----
"P 0.3280 - - - -;:.::.-::.- ,.- - +
.... 0.3260 + - + o.3zso L----------::-:;--:J~?;;:;::;.c::..:::._____________ 0.3260 ---~-----
........ - ---- ------------- 0.3240 - - - ~~--.~-===- ...;:-.::__________________
....~ 1v~-9E-{)5x+ 0.3268j 0.3200 ~~~~~---------r,~~S:h;Q.3:lsQt---- 0.3220 -=~-- Jy~o.oo35x+0.3214j-
"' 0.3200 -
0.3Bo,::----~~--~------~----~----~
- 0.3~0.::-----.------------~------------ 0.3180 +-----.------~-----,----....-----~
0.00 050 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 o.329o . End 2 Along Dl _ .-------E_n_d_2_A__::_:Io:...::.n~g~D=2__________ [ _ End 2 Along D3 0 3400 0 3350 0.3350 - 0.3280 --------- ~
--- 0.3300 -~-..
0.3270~-
....... 0.3250 ""'--~-- I 103~1 ----*
--~ -
03200 -~-- 0~150 ~-- y 1 o.3250E-~ 0.3260 ~f --------- Jy-0.0006x+0.3265J 0.0093x+0.315~ I .- --+- 0.3250 ' 0.3100 +-------~----~-------,------~----~ 0.3200 .
~ '
1.-----~
*----1 0.00 050 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 1I 0.00 0.50 1.00 1.50 2.00 250 I Prepared by/Date: Joey Daily ~ 1/:n/JI/
Checked by/Date: fV\ ~ i 'U -/4
ame Dimension log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR-33} Project Name Clinch River SMR Tested by 1. Dally JJJ 1/;nJ!l/ Project No. 6468-13-1072 Date 1/7/2014 Boring No. MP-421 Reviewed by N\~ Run No. N/A Date 1-U-1!.1 3 Sample No. L7-28-BC Unit Weight (g/cm ) 2.813 Sample Depth (ft) 305.2-305.7 Unit Weight 9 (lbs/ft ) :],~.am- 114> ~ ~- Mass (g) 1041.81 Temp. (°F I 'C) 71.1 I 21.7 Moisture Cond. Laboratory Air Dry Specific Gravity 2.82 Equipment ID No. I Calibration Due Equipment 10 No. I Calibration Due Support Surface CLT-0623/5/2312014 Parallel Bars CLT-0626/512012014 V-Biock CLT-0625/5/20/2014 Scale CLT-0370/9118/2014 Displacement Gage CLT-07211 6117/2014 Steel Rule CLT-0556/9110/2014 Feeler Gage Set CLT-05571 9/1712014 Square CLT-0622/5/20/2014 Calipers CLT-0260/ 5/21/2014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAvG I DAvG =2.0 to 2.5 L1 (in) End 1 5.00 L2 (In) 5.02 L3 (in) 5.01 L4 (in) 5.00 LAVG (in) 5.01 D1 (in) 2.39 D2 (in) 2.40 DAvG (in) 2.40 4.52 22.6 2.1 End 2 PASS or FAIL PASS MP-421 L7-28-BH DimlogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-506 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-421 I Project No. I 6468-13-1072 Sample No. L7-28-13C Sample Depth (ft) 305.2-305.7 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure S1): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0040 PASS Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230 =0.0043. At End 1 At End 2 MaximumGap (in) 0.0050 0.0100 Max Gap I LAvG 0.0020 PASS MP-421 L7-28-BH DlmLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-507 of 598 '
ame Dimension Log for Intact Rocl< Cores ASTM 04543-08 (with deviations per SDDR-33} I Project Name I Clinch River SMR Boring No. MP-421 I Project No. I 6468-13-1072 Sample No. L7-28-BC Sample Depth (ft) 305.2-305.7 End Flatness & Parallelism Tolerance (ASTM 04543-08, Section 9.2.2, Procedure FP2l: Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.2s*. Distance (in) End 1 Along D1 End 1 Along 02 End 1 Along D3 o.oo 0.2620 0.2708 0.2669 0.24 0.2654 0.2715 0.2685 0.48 0.2669 0.2715. 0.2685 0.72 0.2677 0.2715 0.2688 0.96 0.2696 0.2715 0.2701 1.20 0.2701 0.2716 0.2702 1.44 0.2707 0.2708 0.2703 1.68 0.2713 0.2700 0.2703 1.92 0.2717 0.2684 0.2703 2.16 0.2717 0.2663 0.2703 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along 0 3 0.00 0.2673 0.2727 0.2684 0.24 0.2671 0.2727 0.2686 0.48 0.2669 0.2727 0.2686 0.72 0.2672 0.2725 0.2688 0.96 0.2683 0.2720 0.2691 1.20 0.2696 0.2710 0.2691 1.44 0.2710 0.2699 0.2691 1.68 0.2714 0.2685 0.2692 1.92 0.2722 0.2658 0.2692 2.16 0.2723 0.2634 0.2692 01 Dz 03 Maximum departure from best-fit straight line (in) 0.002 0.002 0.001 PASS or FAIL FAIL FAll. PASS MP-421 L7-28-BH DlmLogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-508 of 598
"'C(") ~= t1) ~ G):; a,:;o ln ;::* otl) <D"" 0 c -Ill enS" Clinch River SMR Boring No. MP-421 ~:;o 6468-13-1072 Sample No. L7-Z8-BC t1)
"'C Sample Depth (ft) 305.2-305.7 0
~
~ r-- End 1 Along 01 End 1 Along 02
- 0.2760 0.2740 , - - - - - -
o213o End 1 Along 03 l --------
""'(") 0.2720 -r-------------------
- o ~
- ~~~~ . --~-- 0.2710 -------
0.2720 ~--*-- - ---.
"P D.2700E~~~ 02700 -- _,.,--~-- ... ~ ...
.... 0.2700 -------~
........ 0.2680 0.2690 - .. - - - - - -------- -
0.2680 ~ ------
....~
"' 1 o.262o .f --- .
~
0.2660 t--iy=-0.0018x+0.2723j . + 02670 ------- 0.2660 [ Y = D.0014x + 0.2679]" 0.2600 f 0.2640 +----,-----.,.---~---.,----~ I= i;ii#?2L.~~ I ~-DO 050 1.00 1.50 2.00 2.50 I 0.00 0.50 1.00 1.50 2.00 2.50 0.00 050 1.00 1.50 2.00 2.50 _ End 2 Along 01 o.2soo End 2 Along 02 o.271o i-0 2740 End 2 Along 03 I I 1 0.2750 -
~
02m~ ~::. 0.2700 t ------ - -
. 02~0 1 0.2700 f -- - :::::------.- --<<-
- - .............._ - A 0.2690~-
0.2680-
? / ----;:::==---
-- ~ r .
0.2660 ' --*-- 0.2650 y= -0.0041x + 0.2745 0.2680 *t --- - ---------
~-- .
~ Iv = o.oo29x + o.266zl 0.2640 ~'-------,,-------,--=======------, 02600 +----.-----.----.,.----r---~
+ F-0.2670 r lv=0.0004x+0.2685 t------
0.00 050 1.00 150 2.00 2.50 om 050 1.00 150 2.00 250 0.00 oso 1.00 i.SO LUU 2..50 Prepared by]Date: Joey Daily J}j J/JJ7/Jtf Checked by/Date: /Vl f\-C l - b(., **(l..j
Dimension Log for Intact Rock Cores ASTM 04543*08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Daily ))JJ 1/:n/Jir Project No. 6468-13-1072 Date 112312014 Boring No. MP-423 Reviewed by N\ft-C Run No. NIA Date 1-?Jo*l~ Sample No. L7-29-BG Unit Weight (gfcm 3 ) 2.631 Sample Depth (ft) 65.2*66.1 Unit Weight (lbs/ft") :l,Q4,;f llo 4.. jfr} ":> Mass (g) 1013.19 Temp. (°F I 'C) 73.0 I 22.8 Moisture Cond. Laboratory Air Dry Specific Gravity 2.64 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231512312014 Parallel Bars CLT-06261 512012014 V-Biock CLT*0625I5120I2014 Scale CLT-03701 911812014 Displacement Gage CLT-07211 611712014 Steel Rule CLT-05561 911012014 Feeler Gage Set CLT-0557I 911712014 Square CLT-06221 512012014 Calipers CLT-0260/ 5121/2014 Length/Diameter Ratio (ASTM 04543-08, Sections 7.2 and 10): Check that LAvG I DAvG = 2.0 to 2.5 End 1 L1 (in) 5.27 L2 (in) 5.27 . L3 (in) 5.27 L4 (in) 5.27 LAvG (in} 5.27 D1 (in) 2.38 D2 (in) 2.37 DAVG (in} 2.38 2 Area (in ) 4.45 23.5 2.2 End 2 PASS or FAIL PASS MP-423 L7-29-BG DlmlogSV D4543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-510 of 598
ame Dimension Log for Intact Rocl< Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-423 I Project No. I 6468-13-1072 Sample No. L7-29-BG Sample Depth (ft) 65.2-66.1 Side Straightness (ASTM 04543-08, Section 9.1.1. Procedure 51): Checl< that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0380 FAIL Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Checl< that Max Gap I LAvG is less than or equal to 11230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0280 0.0470 Max Gap I LAvG 0.0089 FAIL MP-423 L7-29-BG DimLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-511 of 598
ame .<I Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP"423 I Project No. I 6468-13-1072 Sample No. L?-29-BG Sample Depth (ft) 65.2"66.1 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance (in) End 1 Along D1 End 1 Along D2 Endl Along D3 0.00 0.2836 0.2807 0.2823 0.24 0.2846 0.2810 0.2833
'0.48 0.2853 0.2824 0.2837 0.72 0.2855 0.2835 0.2837 0.96 0.2855 0.2839 0.2842 1.20 0.2855 0.2841 0.2843 1.44 0.2855 0.2844 0.2843 1.68 0.2853 0.2844 0.2843*
1.92 0.2853 0.2842 0.2843 2.16 0.2853 0.2832 0.2843 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along D3 0.00 0.2807 0.2820 0.2822 0.24 0.2818 0.2820 0.2821 0.48 0.2824 0.2820 0.2821 0.72. 0.2830 0.2820 0.2821 0.96 0.2830 0.2820 0.2824 1.20 0.2830 0.2829 0.2827 1.44 0.2830 0.2837 0.2829 1.68 0.2830 0.2846 0.2834 1.92 0.2824 0.2856 0.2839 2.16 0.2815 0.2861 0.2842 01 Oz Da Maximum departure from best-fit straight line (in) 0.001 0.002 0.001 PASS or FAIL PASS FAIL PASS MP-423 L7-29-BG DlmlogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-512 of 598
"'C(") ~= t1) ~ G):; a,:;o ln ;::* _.tl) w"" 0 c -Ill enS" Clinch River SMR Boring No. MP-423 ~:;o 6468-13-1072 Sample No. L7-29-BG t1)
"'C Sample Depth {ft) 65.2-66.1 0
~
~ o.287o End 1 Along 01 -******1 End 1 Along 02 End 1 Along 03
- 0.2870 " _ _ _ _ _ _ _ _ _..::::__ _ _ _ _ _ __
o.:~865 . *1
""'(") 0.2860 f --- ---- 0.2860
- o 0.2S50 - -----
"P
'= :t:;i: ------- I :::: ~ ----------
.... 0.2840 --fS--~ 0.2840 ~
10.2850 * ~ ~ -- -- - -- --- --~---- _*fl!
....~ ~ . =~:: 0.2830 0.2820 F-=:: ::=t9 0.2835 1~:~: j--------
0.2830 ,
--- - lv *o.*ooo5x+o.28 : 6 ~
0.2810 ~ --- lv=o.oo1Sx+0.2816[ 0.2810 ~ 0.2800 '
+--~~---~-=lv===0=.0~0~08=x=+=0=.2=8=31~1._ _ _~
0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 End 2 Along 02 o.286o
- End 2 Along 03 0.2880 . , . - - - - - - - - - - - - " ' - - - - - - -
I 0.2840 t E~~-2-~~~~:-~~------ I 0.2850 .. ~ I o.283o [ ------. * ~ *
- _ 0.2840 ------- .--+- 0.2840 ----- ~
~ .. 0.2830 ------
0.2820 ~ * -----
. .l
'~5 0.2820~~~
0.2810 ------------------- + 0.2820 t:; ~
' 0.2800
---------- 0.2810 t - ------ - -
lv=o.ooo4x+0.282j ]v=o.oozx+o.2811 J 0.2800 f I 0.2800 ~- -
===-
Iy- O.OOlx + 0.28171 2.50 0.00 0.50 . 1.00 1.50 2.00 2.50 I -- 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 l:+/- Prepared by/Date: Joey Daily PJf /);;n//lf Checked by/Date: 1~ '?£ ~t<{_ j 1\.dh:::
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Daily ,9.2 J/:171111 Project No. 6468-13-1072 Date 112312014 Boring No. MP-423 Reviewed by tV\f'rC.. Run No. NIA Date 1 .... '2A.. *IY 3 Sample No. L7-30-BG Unit Weight (g/cm 2.644 ws ; . .'
)
Sample Depth (ft) 72.6-73.5 Unit Weight (lbs/ft') 1-6&: l ~ Mass (g) 979.24 Temp. (°F I 'C) 73.2 I 22.9 Moisture Cond. Laboratory Air Dry Specific Gravity 2.65 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT -06231512312014 Parallel Bars CLT-06261 512012014 V-Biock CLT-06251512012014 Scale CLT-03701 911812014 Displacement Gage CLT-07211 611712014 Steel Rule CLT-05561 911012014 Feeler Gage Set CLT-0557I 911712014 Square CLT-06221 512012014 Calipers CLT-02601 5121/2014 Length/Diameter Ratio (ASTM 04543-08. Sections 7.2 and 10): Check that LAvG I DAvG =2.0 to 2.5 L1 (in) 5.12 End 1 L2 (in) 5.13 L3 (in) 5.12 L4 (in) 5.12 LAVG (in) 5.12 D1 (in) 2.37 0 2 (in) 2.37 DAVG (in) 2.37 2 Area (in ) 4.41 3 Volume (in ) 22.6 LAvGIDAvG 2.2 End 2 PASS or FAIL PASS MP*423 L7-30-BG DimlogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-514 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-423 I Project No. I 6468-13-1072 Sample No. L7-30-BG Sample Depth (ft) 72.6-73.5 Side Straightness (ASTM 04543*08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0100 PASS Perpendicularity (ASTM 04543*08, Section 9.3.2, Procedure P2): Check that Max Gap I lAvG is less than or equal to 1/230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0280 0.0370 Max Gap I lAvG 0.0072 FAIL MP-423 L7-30-BG DimLogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-515 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR~33} I Project Name I Clinch River SMR Boring No. MP-423 I Project No. I 6468-13-1072 Sample No. L7-30-BG Sample Depth (ft) 72.6-73.5 End Flatness & Parallelism Tolerance (ASTM D4543*08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best*fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance (in) End 1 Along 0 1 End 1 Along 0 2 End 1 Along 0 3 o.oo 0.1308 0.1341 0.1318 0.24 0.1308 0.1345 0.1319 0.48 0.1322 0.1345 0.1329 0.72 0.1326 0.1345 0.1337 0.96 0.1331 0.1345 0.1337 1.20 0.1333 0.1345 0.1337 1.44 0.1333 0.1345 0.1337 1.68 0.1333 0.1339 0.1337 1.92 0.1333 0.1328 0.1323 2.16 0.1333 0.1317 0.1314 Distance (in) End 2 Along 0 1 End 2 Along D2 End 2 Along 0 3 0.00 0.1283 . 0.1357 0.1317 0.24 0.1302 0.1357 0.1323 0.48 0.1314 0.1357 0.1329 0.72 0.1325 0.1357 0.1331 0.96 0.1333 0.1357 0.1336 1.20 0.1337 0.1356 0.1336 1.44 0.1340 0.1346 0.1336 1.68 0.1343 0.1334 0.1336 1.92 0.1343 0.1318 0.1336 2.16 0.1343 0.1300 0.1333 Dl Dt 03 Maximum departure from best-fit straight line (in) 0.002 0.002 0.002 PASS or FAIL FAIL FAIL FAIL Maximum angular diff. between opposing best-fit lines (deg) MP-423 L7-30-BG DimlogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-516 of 598
"'C(") ~= t1) ~ G):; a,:;o ln ;::* _.tl) 0 c -Ill enS" Clinch River SMR Boring No. MP-423 ~:;o 6468-13-1072 Sample No. L7-30-BG t1)
"'C Sample Depth (ft) 72.6-73.5 0
~
~ f End 1 Along 01 End 1 Along 02 End 1 Along 03
- 0.1360 0.1370 - . : - - - - , - - - - - 0.1345 -,----------------":.._____ _ _ __
""'(") 0.1350 1*~----------------~-- 0.1340 ---
o.136o -F-------- + -. -.. --.. --.--
- o 1 I 0.1340 t --- - 0.1335 o.135o k
- - --
"P
.... 0.1330 ~b ~---.;:--;-* *~
- 0.1330 -*k===:::;;~===============
........ 0.1320--- 0.1325 *
------- on~E 0.1330
....~ 0.1320 - - - - *-. *-. "" 0.1320 -~ _q,_ -- - -- - --- - -
0.1310 0.1300 ;.-- ---
~
---------= 0.1315 tv 8E-05x+0.132~
"' ~0012x+0.13131
- onro 0.1310 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 2.00
= 1**~-"C"'~ 1.50 2.50 0.00 0.50 1.00 1.50 2.00 2.50 I 0.1380 c _ _ _ _ E_n_d_2_A_I_o_n_,g,_0_1_____ I _ ,..._ _ _E_n_d_2_A_I~o--n~g~0--2 _____ o.13so , End 2 Along 03 0 1400 0.1380 r-=-::..---- 0.1350 * ---.
0.1360 --'It __~-,.. __,.. ~ ---------- 0.1340 + 0.1340 - --- ~ r~- -------- ~- +
~:~:~~~/ ==~-- - --------
0.1300 *---~- 0.1320
------ --~==: 0.1330~.~
~ffi 1300 I 0.1320 ~- - - .
~ lv=0.0026x+0.12981 0. lv=-0.0024x+0.1369I ~------- ~
0.1260 .f----...-----,--===r==== :r----* 0.1280 0.1310 .;:-:..:_---,---------,-------==::;::===~--....., 0.00 0.50 1.00 1.50 2.50 2.00 0.00 0.50 1.00 1.50 2.00 I 0.00 050 1.00 1.50 2.00 2.50 L--------------~~~-~==~-~~ Prepared by/Date: Joey Daily f}/J 1/111/Jif CheCked by/Date: !1'\.th:: ! ll(
ame Dimension Log for Intact Rock Cores ASTM 04543-08 {with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Daily Jij J/'nlill Project No. 6468-13-1072 Date 111512014 Boring No. MP-423 Reviewed by (()A-{., Run No. NIA Date 1- -z(p~(Lj Sample No. L7-31-BH Unit Weight (g/cm 3 ) 2.651 Sample Depth (ft) 81.5-82.5 Unit Weight (lbs/ft") ~...5-lli>(? $JJ ~- Mass (g) 955.86 Temp. (°F I "C) 70.1 I 21.2 Moisture Cond. Laboratory Air Dry Specific Gravity 2.66 Equipment 10 No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT -06231512312014 Parallel Bars CLT-06261 512012014 V-Biock CLT-06251512012014 Scale CLT-03701 911812014 Displacement Gage CLT-07211 611712014 Steel Rule CLT-05561 911012014 Feeler Gage Set CLT-0557I 911712014 Square CLT-06221 512012014 Calipers CLT-02601 512112014 Length/Diameter Ratio (ASTM 04543-08, Sections 7.2 and 10): Check that LAvG I DAvG := 2.0 to 2.5 L1 (in) 4.97 End 1 L2 (in) . 4.98 L3 (in} 4.98 L4 (in} 4.98 LAvG (in} 4.98 0 1 (in) 2.37 0 2 (in} 2.37 OAVG (in) 2.37 Area (in 2
) 4.41 I Volume (in 3
) 22.0 I
- -)-_"
LAvGIDAVG 2.1 I End 2 PASS or FAIL PASS MP-423 L7-31-BH DimLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-518 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR-33) I Project Name J Clinch River SMR Boring No. MP-423 I Project No. I 6468-13-1072 Sample No. L7-31-BH Sample Depth (ft} 81.5-82.5 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in} 0.0150 I PASS Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230 =0.0043. At End 1 At End 2 Maximum Gap (in} 0.0120 0.0070 Max Gap I LAvG 0.0024 PASS MP-423 L7-31-BH DimlogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-519 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-423 I Project No. I 6468-13-1072 Sample No. L7-31-BH Sample Depth (ft) 81.5-82.5 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along D3 0.00 0.3397 0.3449 0.3433 0.24 0.3410 0.3469 0.3439 0.48 0.3418 0.3473 0.3441 0.72 0.3431 0.3472 0.3445 0.96 0.3441 0.3469 0.3446 1.20 0.3448 0.3467 0.3448 1.44 0.3456 0.3466 0.3453 1.68 0.3460 0.3463 0.3458 1.92 0.3469 0.3462 0.3461 2.16 0.3470 0.3462 0.3463 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along D3 o.oo 0.3356 0.3453 0.3421 0.24 0.3415 0.3458 0.3422 0.48 0.3427 0.3459 0.3435 0.72 0.3434 0.3459 0.3442 0.96 03449 0.3459 0.3447 1.20 0.3454 0,3459 0.3451 1.44 0.3460 0.3459 0.3455 1.68 0.3460 0.3459 0.3457 1.92 0.3468 0.3458 0.3457 2.16 0.3469 0.3445 0.3457 Dl Da D3 Maximum departure from best-fit straight line (in) 0.004 0.002 0.001 PASS or FAIL FAIL FAIL PASS MP-423 L?-31-BH DlmLogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-520 of 598
"'C(") ~= t1) ~ G):; a,:;o ln ;::* Ntl) 0 c -Ill enS" Clinch River SMR Boring No. MP-423 ~:;o 6468-13-1072 Sample No. L7"31-BH t1)
"'C Sample Depth (ft)- 81.5-82..5 0
~ --------:-]
~ I End 1 Along 01 End 1 Along 02 :: ~ End 1 Along D3 ~-~
- 1 0.3500 -,--~---------- 0.3480 03475 -- ---
""'(") 1 03480 -~ -- + I
- o 0.3470 +
1 03460 t -b....----* -- .<II>
"P
.... 0.3465 "' 0.3450 - -----:--
0.3460 + + *-~ --
....~ 0.3455 03400 - - 03450 0.3380 I 1
"' -n --.. --*--I 0.3445 Iy ~ -5E-06x + 0.34651 0.00 0.50 1.00 1.50 2.00 2..50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50
- t?EMt:L End 2 Along 01 End 2 Along 02 o.34ao , End 2 Along 03 03470 F ----- ___________ _
0.3465 ~ - -- 03~0
~=t -----==~ 0.3460F . . . . . . . . . ~***~ ------- + _/ .~
0:34502 ~ 03455 0.3440~~-... -- --- - 0.3400 --- 0.3420 ~ ------------ 0.3450 03445
-~ - - - - - - - - - - - - - - - - - - - - - * ~--
o.3350 lv~o.oo41x+0.33951
- Iv- -{).oao2x + o.34591 03400 ~ IY- 0.0018x + 0.342.51 t
0.3300 +-----..----'=:;====~=---..---~ 0.3440 ' ' ' 0.00 0.50 1.00 1.50 2.00 250 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 200 250 l Prepared by/Date: Joey Daily 9JJ 1/JzJJII Checked by/Date: (II\ ft-C 1-U Aill
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Daily 8-JJ 1/:11/JII Project No. 6468-13-1072 Date 1/24/2014 Boring No. MP-423 Reviewed by ~{\'Co Run No. N/A Date t- 1,1,-1~ 3 Sample No. L7-32-B Unit Weight (g/cm ) 2.703 Sample Depth (ft) 102.5-103.4 Unit Weight (lbs/ft") 1~3,-7... I (pq ~J.- Mass (g) 1014.23 Temp. (°F I 'C) 70.4 I 21.3 Moisture Cond. Laboratory Air Dry Specific Gravity 2.71 Equipment ID No./ Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-0623/5/23/2014 Parallel Bars CLT -0626/ 5/20/2014 V-Biock CLT-0625/5/20/2014 Scale CLT-0370/ 9/18/2014 Displacement Gage CLT-0721/ 6/17/2014 Steel Rule CLT-0556/ 9/10/2014 Feeler Gage Set CLT-0557/ 9/17/2014 Square CLT-0622/ 5/20/2014 Calipers CLT-0260/ 5/21/2014 length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAvG I DAvG =2.0 to 2.5 5.07 End 1 Ll (in) l 2 (in) 5.07 Lg (in) 5.07 l 4 (in) 5.06 lAVG (in) 5.07 Dl (in) 2.40 0 2 (in) 2.40 DAVG (in) 2.40 2 Area (in ) 4.52 3 Volume (in ) 22.9 LAvG/DAvG 2.1 End 2 PASS or FAIL PASS MP-423 L7-32-B DimLogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-522 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP*423 I Project No. I 6468*13-1072 Sample No. L7-32-B Sample Depth (ft) 102.5-103.4 Side Straightness (ASTM 04543-08, Section 9.1.1. Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0120 PASS Perpendicularity {ASTM 04543-08. Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0140 0.0200 Max Gap I LAvG 0.0039 PASS MP-423 L7-32-B DimlogSV D4543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-523 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-423 I Project No. I 6468-13-1072 Sample No. L7-32-B Sample Depth (ft) 102.5-103.4 End Flatness & Parallelism Tolerance (ASTM 04543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along 0 3 0.00 0.0749 0.0721 0.0745 0.24 0.0755 0.0762 0.0745 0.48 0.0769 0.0774 0.0760 0.72 0.0778 0.0781 0.0772 0.96 0.0784 0.0786 0.0783 1.20 0.0790 0.0794 0.0792 1.44 0.0793 0.0797 0.0795 1.68 0.0794 0.0797 0.0801 1.92 0.0794 0.0797 0.0802 2.16 0.0794 0.0793 0.0802 Distance (in) End 2 Along D1 End 2 Along Dz End 2 Along 0 3 0.00 0.0755 0.0756 0;0756 0.24 0.0769 .0.0758 0.0763 0.48 0.0776 0.0769 0.0772 0.72 0.0777 0.0772 0.0775 0.96 0.0777 0.0776 0.0777 1.20 0.0779 0.0780 0.0779 1.44 0.0781 0.0780 0.0784 1.68 0.0789 0.0780 0.0794 1.92 0.0795 0.0780 0.0804 2.16 0.0796 0.0780 0.0807 01 02 Ds Maximum departure from best-fit straight line (in) 0.001 0.003 0.001 PASS or FAIL PASS FAIL PASS MP-423 L7-32-B DimLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-524 of 598
"'C(") ~= t1) ~ G):; a,:;o ln ;::* Ntl) en"" 0 c -~;. Clinch River SMR Boring No. MP-423 ~:;o 6468-B-1072 Sample No. l7-32-B t1)
"'C Sample Depth (ft) ~02.5-~03.4 0
~
~ l -- ~~d~~o~;~~--- ---~
End 1 Along 02 End 1 Along 03 ~
- 0.0840 -*---=-*----*----- 0.0840
""'(") 0.0820 - - - -.::.::-- 0.0820 -
- o I 0.0800- --*--*~--'if--. 0.0800 "P .-- -- I
.... 0.0780 --*--~ ---- -
........ =i 00760 --..;;; ------- - - -
....~
l:=t-~~; I o.o76o . ~--- 0:0740 '""="------ ,::::::~: ~~' ~ I n n-*n -*-
"' 1 t-- lv=o.ooz2x+0.0757j 0.0720 Iy = 0.0027X +0.07511 I o.o,~ [ Iy = 0.003x + 0.074~ I 0.0740. -~ 0.0700 +----~--~-~=""'~;,;,~~~--- I o.ono ,
0.00 050 1.00 1.50 2-00 2-50 0.00 0.50 1.00 1.50 2-00 2.50 0.00 0.50 1.00 1.50 2.00 1 2.50 1 End 2 Along 01 0.0810 - , - - - - - - - - - - - " ' - - - - - - - , . . - - - - End 2 Along 02 _ .,------E_n_d_2_A_I_o_n..,g,_0_3.:.._____ 0.0800 0 0820 0.0800 i ------ -:- =-: 0.0790' ~- ~ 0.0780 b;===*~ 0.0800~-~~4 0.0780 0.0770 t:____ _ ~
----- ~:~~:~ ~==
0.0770 .
=;==.4
~ -- l -- ----- ~
0.0760 -~ --- ---- + -----
'"'-~ =-=-=--=-:.:.-_-_-_-_-_______ _
0.0760 -- ----- 00760 .L _ ---- 0*0750 0.0750 1y = o.oonx + 0.07611 f----- lv=o.oo22x+o.o757j 0.0740 - 1--- Iy- 0.0016x + 0.0762 t==
' ' !._______, 0.0740 -
t----- ' ' 0.0740 +,----.----~--S=r=====d_--, 0.00 050 1.00 1.50 2-00 2.50 0.00 0.50 1.00 150 2-00 250 0.00 050 1.00 150 2.00 2.50 Prepared by/Date: Joey Dally #JJ /b~/t!J Checked by/Date: fl'l./tG 1- U.- 14
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Daily JJj !lin/it! Project No. 6468-13-1072 Date 112412014 Boring No. MP-423 Reviewed by M. tlt'>JM I:L)r. Run No. NIA Date litalrq 3 I 1 sample No. L7-33-BCG Unit Weight (g/cm ) 2.681 Sample Depth (ft) 121.5-122.6 Unit Weight (lbs/fe) 1-UA-< tb1 ~ ~/ Mass (g) 1019.11 Temp. (°F I 'C) 69.1 I 20.6 Moisture Cond. Laboratory Air Dry Specific Gravity 2.69 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-062315123/2014 Parallel Bars CLT-06261 512012014 V-Biock CLT-06251512012014 Scale CLT-03701 911812014 Displacement Gage CLT-07211 611712014 Steel Rule CLT-05561 911012014 Feeler Gage Set CLT-05571 911712014 Square CLT-06221 512012014 Calipers CLT-02601 5/2ll2014 length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that lAva I DAvG =2.0 to 2.5 End 1 l 1 (in) 5.13 l 2 (in) 5.12 l 3 (in) 5.12 L4 (in) 5.13 lAVG (in) 5.13 D1 (in) 2.40 D2 (in) 2.40 DAvG (in) 2.40 2 Area (in ) 4.52 3 Volume (in ) 23.2 LAvG/DAVG 2.1 End 2 PASS or FAIL PASS MP-423 L7-33-BCG DimLogSV D4543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-526 of 598
ame Dimension log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-423 I Project No. I 6468-13-1072 Sample No. L7-33-BCG Sample Depth (ft) 121.5-122.6 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0240 FAIL Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0150 0.0300 Max Gap I LAvG 0.0058 FAIL MP-423 L7-33-BCG DimLogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-527 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33} I Project Name I Clinch River SMR Boring No. MP-423 I Project No. I 6468-13-1072 Sample No. L7-33-BCG Sample Depth (ft) 121.5-122.6 End Flatness & Parallelism Tolerance (ASTM D4543-08. Section 9.2.2, Procedure FP2): Check that flatness does. not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.2s*. Distance (in) End 1 Along 0 1 End 1 Along D2 End 1 Along 0 3 0.00 0.1402 0.1331 0.1377 0.24 0.1402 0.1332 0.1378 0.48 0.1397 0.1332 0.1378 0.72 0.1386 0.1335 0.1371 0.96 0.1375 0.1342 0.1370 1.20 0.1365 0.1348 0.1364 1.44 0.1348 0.1353 0.1362 1.68 0.1328 0.1366 0.1358 1.92 0.1301 0.1391 0.1351 2.16 0.1271 0.1395 0.1306 Distance (in) End 2 Along D1 End 2 Along 0 2 End 2 Along 0 3 0.00 0.1445 0.1289 0.1380 0.24 0.1450 0.1306 0.1380 0.48 0.1429 0.1321 0.1380 0.72 0.1408 0.1330 0.1380 . 0.96 0.1386 0.1340 0.1373 1.20 0.1367 0.1348 0.1365 1.44 0.1344 0.1352 0.1349 1.68 0.1329 0.1352 0.1337 1.92 0.1316 0.1353 0.1321 2.16 0.1293 0.1353 0.1305 D1 Dz Dg Maximum departure from best-fit straight line (in) 0.002 0.001 0.003 PASS or FAll. FAll. PASS FAll. Maximum angular diff. between opposing best-fit lines (deg) MP-423 1.7-33-BCG DimlogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-528 of 598
"'C(") ~= t1) ~ G):; a,:;tJ ln ;::* Ntl) <D"" 0 c -Ill enS" Clinch River SMR Boring No. MP-423 ~:;o 6468-13-1072 Sample No. l7-33-BCG t1)
"'C Sample Depth {ft) 121.5-122..6 0
~
~ / _ *. End 1 ~long 01 ~ End 1 Along 02
- 0 1450 0.1420 ~-------.:::.__ _ _ _ _ __
I! n><w ~_'\long 03
""'(") 0.1400
- o 0.1400~~.-
"P 0.1380 =---~
0.1350 ~-------"'-~;:. ~-~=
........ *r--
-t -
_-=-=_-_-_-_-_
.. 0.1360 ~~=~---
....~ -0.1300' ~::::..: 0.1340 ~ ~-<> 0.1340 t ---- ::-:=
"' t jy = -0.0059x + 0.14Z21 - -. O.E20 ~ lv-0.0031x+0.13191 0.1320 0.1250 .J:-~~Sr=======i~=<-~~~--~~~- !v=*0.0024x+O.E881 +
0.00 0.50 1.00 0.1300 0.1300 t= ' ' 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 o.15oa " End 2 Along 01 End 2 Along 02 End 2 Along 03 0.1380 ;---------~------ o.142o 1: 0.1450 -- - 0.1360 L _ - 0.1400 ..;~-::..,.~-=--~~~---------------- 0.1400 +---~ 0.1340 * - - 0.1380; -=~--
- - 0.1360 ~ - ---~---
0.1350 - - - 0.1320~~ 0.1340 ~ - - - ~- 01320' ~ 0 130 0.1300 -- v -- . 1 --, I . : +~---'=lv==r=-o=.o=o7=6x=+=o=r.l=45=9"-l-~---.-----, 0.1280 ! 1 - ..... ---~-- * ~-~~~ ...... 1 O.l300 r l y- .<J.0035x + CU3951 0.12130 ' 0.00 0.50 1.00 1.50 2.00 *2.50 [_ 0.00 __:_ 0.50 1.00 1.50 2.00 2.50 i 0.00 0.50 1.00 1.50 2.00 2.50 L: __ ___________________, Prepared by/Date: Joey Daily JJ !/;?7/f/ Checked by/Date: t~~ /4~. 14 :lz¥r
Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Daily f)Jj JI::J7/itl Project No. 6468-13-1072 Date 112312014 Boring No. MP-423 Reviewed by >>1 ~."lkn Run No. NIA Date !Ito /;11 3 Sample No. L7-34-BG Unit Weight (g/cm ) 2.685 Sample Depth (ft) 134.2-135.2 Unit Weight (lbs/ft 3
) ..J;.GJ-,6 108 jt!.<} ~ _.
Mass (g) 1078.01 Temp. (°F I 'C) 73.3 I 22.9 Moisture Cond. Laboratory Air Dry Specific Gravity 2.69 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231512312014 Parallel Bars CLT-06261 512012014 V-Biock CLT -06251512012014 Scale CLT-03701 911812014 Displacement Gage CLT-07211 611712014 Steel Rule CLT-05561 911012014 Feeler Gage Set CLT-0557I 911712014 Square CLT-06221 512012014 Calipers CLT-02601 512112014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAVG I DAvG;:: 2.0 to 2.5 L1 (in) End 1 5.45 L2 (in) 5.45 L3 (in) 5.46 L4 (in) 5.46 LAvG (in) 5.46 D1 (in) 2.39 D2 (in) 2.39 DAVG (in) 2.39 2 Area (in ) 4.49 8 Volume (in ) 24.5 LAvGIDAVG 2.3 End 2 PASS or FAIL PASS MP-423 L7-34-BG DimLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-530 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33} I Project Name I Clinch River SMR Boring No. MP-423 I Project No. I 6468-13-1072 Sample No. L?-34-BG Sample Depth (ft) 134.2-135.2 Side Straightness (ASTM 04543-08. Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0260 FAIL Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0250 0.0250 Max Gap I LAvG 0.0046 FAIL MP-423 L?-34-BG DimLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-531 of 598
ame Dimension Log for Intact Rock Cores .pa*g*e 3.. of3.:. ':*...*.. *. . *..... *.....
>*::.:*** I ASTM 04543~08 (with deviations per SDDR-33}
I Project Name I Clinch River SMR Boring No. MP-423 I Project No. I 6468-13-1072 Sample No. L7-34-BG Sample Depth (ft) 134.2-135.2 End Flatness & Parallelism Tolerance (ASTM 04543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines Is no more than 0.25', Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along D3 o.oo 0.4544 0.4661 0.4613 0.24 0.4573 0.4668 0.4623 0.48 0.4595 0.4670 0.4632 0.72 0.4614 0.4670 0.4640 0.96 0.4642 0.4670 0.4648 1.20 0.4657 0.4670 0.4654 1.44 0.4666 0.4670 0.4663 1.68 0.4674 0.4670 0.4669 1.92 0.4677 0.4670 0.4674 2.16 0.4678 0.4668 0.4681 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along D3 o.oo 0.4582 0.4623 0.4598 0.24 0.4599 0.4655 0.4612 0.48 0.4618 0.4667 0.4637 0.72 0.4634 0.4667 0.4647 0.96 0.4650 0.4667 0.4651 1.20 0.4660 0.4667 0.4656 1.44 0.4672 0.4667 0.4666 1.68 0.4680 0.4667 0.4670 1.92 0.4687 0.4667 0.4676 2.16 0.4691 0.4667 0.4677 Dl Dz 03 Maximum departure from best-fit straight line (in) 0.002 0.003 0.001 PASS or FAIL FAIL FAIL PASS MP-423 L7-34-BG DimLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-532 of 598
"'C(") ~= t1) ~ G):; a,:;o ln ;::* wtl) w"" 0 c -Ill enS" Clinch River SMR Boring No. MP-423 ~:;o 6468-13-1072 Sample No. l7-34-BG t1)
"'C Sample Depth (ft) 134.2-135.2 0
~
~ End 1 Along 01 End 1 Along 02
- o.47oo End 1 Along 03 0.4685
""'(") _____ . :. ___ --=-=------
- o 0.4680 1-- --~--
0.4675 "P
- ~
0.4650 0.4660 -~-- -----
~==.-==~:.::~ 0.4670
....~
0.4600---
- -- 0.4665
. 0.4640 ~
l 0.4550 r----------r======= 0.4660 0.4620 : ~ _ - - - - 1y- o.oo31x + 0.46161 0.4500~ ' '~ 0.4655 0.4600 0.00 0.50 1.00 l..50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 End 2 Along 01 .4 -.-----E_n_d_2_A_I_o_n~g'-0_2_ _ _ __ o.47:o ~- End 2 Along 0 3 1 0 700 I I 0.4700 1.-------------~-= 0.4680 *~~ ----
"~~~ 0.4660'
- ~--~~ 0.4660~~ ----- ~ 0.4640 ~ - _ .. -~---
--?0 -:::-4>
0.46501 ---- 0.4640 ----- _,... :::::=- --- 0.4600 ---- ----
=------;::======;----
0.4520
= o.oos1x + 0.45921 0.4550
-- Iv t+----...-----.---==::::;::::;=== :;:...---. 0.46oo I 1v= o.oo12x + 0.46481 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 l..50 2.00 2.50 Prepared by/Date: .Jv.:;.y vo.Hy (/QV /' q /lriJ Checked by/Date: 1, . f'1'WM**** *J -: (' 1
Dimension Log for Intact Rock Cores ASTM 04543*08 (with deviations per SDDR-33} rn u- Jl;, I 11.1 Project Name Clinch River SMR Tested by M. Hamilton Project No. 6468-13-1072 Date 1/29/2014 Boring No. MP-423 Reviewed by T. Landis /.;/, Jh"c Run No. N/A Date l/30/2014 3 Sample No. L7*35-BG Unit Weight (g/cm ) 2.664 Sample Depth (ft) 182.6-183.1 Unit Weight (lbs/ft 3
) t66':3' /(do t(}t\ .B 4 Mass (g) 763.86 Temp. (°F I *q 72.3 I 22.4 Moisture Cond. Laboratory Air Dry Specific Gravity 2.67 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-0623/ 5/23/2014 Parallel Bars CLT-0626/ 5/20/2014 V-Biocl< CLT-0625/5/20/2014 Scale CLT-0370/ 9/18/2014 Displacement Gage CLT-0721/ 6/17/2014 Steel Rule CLT-0556/ 9/10/2014 Feeler Gage Set CLT-0557/ 9/17/2014 Square CLT-0622/ 5/20/2014 Calipers CLT-0260/ 5/21/2014 length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10):
Check that LAvG I DAvG =2.0 to 2.5 End 1 L1 (in) 3.88 L2 (in) 3.88 L3 (in) 3.88 L4 (in) 3.86 LAVG (in) 3.88 D1 (in) 2.40 0 2 (in) 2.40 DAVG (in) 2.40 2 Area (in ) 4.52 3 Volume (in ) 17.5 LAvG/DAvG 1.6 End 2 PASS or FAIL FAIL MP-423 L7-35-BG DimlogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-534 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 {with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP*423 I Project No. I 6468-13-1072 Sample No. L7-35-BG Sample Depth (ft) 182.6-183.1 N/A FAIL At End 2 Maximum Gap (in) N/A Max Gap I LAvG 0.0000 PASS MP-423 L7-35-BG DimLogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-535 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-423 I Project No. I 6468-13-1072 Sample No. L7-35-BG Sample Depth (ft) 182.6-183.1 End Flatness & Parallelism Tolerance IASTM D4543 08 Section 9*2* 2 £ Procedure FP2)* C~~""*" doe* ""' dep*rt f'om be"*fit .trelght H"e by more th'" 0.0011". Check at maximum angular difference between opposing best-fit straight lines is no more than 0.25°. Distanc~) End 1 Along D1 End 1 Along D2 End 1 Along D3 0.00 '\_ N/A N/A N/A 0.24 '\ N/A N/A N/A 0.48 N/A N/A N/A 0.72 0.96 """""" ~/A N/A N/A N/A N/A N/A 1.20 N~ N/A N/A 1.44 N/A""" N/A N/A 1.68 N/A '\_ -1'./ N/A N/A VA 1.92 N/A N/A N/A 2.16 N/A N/A N/A Distance (in) End 2 Along D1 End 2~ong D2 End 2 Along D3 0.00 N/A N/~ N/A 0.24 N/A N/A N/A 0.48 0.72 N/A N/A N/A N/A
""" '\_ ~
./
I~ N/A N/A 0.96 N/A N/A "'<: N/A 1.20 N/A N/A ~/A 1.44 N/A N/A N~ 1.68 N/A N/A N/A '\_ 1.92 N/A N/A N/A
'\
2.16 N/A N/A N/A D1 D2 "\03 Maximum departure from best-fit straight line (in) #VALUE! #VALUE! #VAt~.tE! PASS or FAIL #VALUE! #VALUE! #VALU~ Maximum angular diff. between opposing best-fit lines (deg) #DIV/0! #DIV/01 #DIV/0! PASS or FAIL #DIV/0! #DIV/0! #DIV/01 MP-423 L7-35-BG DlmLogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-536 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Daily Jjj 1/SJ!Jtf Project No. 6468-13-1072 Date 113012014 Boring No. MP-423 Reviewed by T. Landis /('rf */'3 I li Run No. NIA Date 1131/2014 3 Sample No. L7-36-BG Unit Weight (g/cm ) 2.641 Sample Depth (ft) 213.6-214.1 Unit Weight (lbs/ft 3
) 1:64,.9-l{:.c;, ~ ~--
Mass (g) 445.83 Temp. (°F I 'C) 69.9 I 21.1 Moisture Cond. Laboratory Air Dry Specific Gravity 2.65 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-0623/512312014 Parallel Bars CLT-06261 512012014 V-Biock CLT-06251 512012014 Scale CLT-0370/9/18/2014 Displacement Gage CLT-0721/6/1712014 Steel Rule CLT-05561 911012014 Feeler Gage Set CLT-05571 911712014 Square CLT-0622/5/20/2014 Calipers CLT-02601 512112014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAvG I DAvG "'2.0 to 2.5 End 1 L1 (in) 2.25 L2 (in) 2.29 L3 (in) 2.28 L4 (in) 2.27 LAVG (in) 2.27 0 1 (in) 2.39 0 2 (in) 2.40 DAvG (in) 2.40 2 Area (in ) 4.52 3 Volume (in ) 10.3 LAvG/DAVG 0.9 End 2 PASS or FAIL FAIL MP-423 L7-36"BG DlmLogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-537 of 598
ame Dimension Log for Intact Rock Cores ' -~-- ' ' .';:*. i-"::. :.*:.'.1. ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-423 I Project No. I 6468-13-1072 Sample No. L7-36-BG Sample Depth (ft) 213.6-214.1 N/A FAIL At End 2 Maximum Gap (in) N/A Max Gap I LAvG 0.0000 PASS MP-423 L7-36-BG DlmlogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-538 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-'33) I Project Name I Clinch River SMR Boring No. MP-423 I Project No. I 6468-13-1072 Sample No. L7-36-BG Sample Depth (ft) 213.6-214.1 End Flatness & Parallelism Tolerance {ASTM D4543-08, Section 9.2.2, Procedure FP2}:
~t """' do" oat d*p*rt fmm be<t*fit <t,.lght Uoo by m"' thoo 0.001 lo.
at maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Dista~ (in) End 1 Along D1 End 1 Along Dz End 1 Along D3 0.00"' N/A N/A N/A 0.24 N/A N/A N/A 0.48 '\ N/A N/A N/A 0.72 N/A N/A N/A 0.96 *"'- N/A N/A N/A 1.20 '\vA N/A N/A 1.44 N/~ N/A N/A 1.68 N/A "\_ N/A N/A 1.92 N/A ~~ N/A N/A 2.16 N/A K N/A N/A Distance (in) 0.00 End 2 Along D1 N/A En~AlongD 2
~
End 2 Along 0 3 N/A 0.24 N/A N/A"'-..--.. N/A 0.48 N/A N/A '\~ N/A 0.72 N/A N/A ~ ~ .... N/A 0.96 ~ N/A N/A N/A 1.20 N/A N/A N/A 1.44 N/A N/A ~/A 1.68 N/A N/A N/A.. 1.92 N/A N/A N/A "\_ 2.16 N/A N/A N/A Maximum departure from best-fit straight line (in) #VALUE! Dl Dz
""' '\ Ds
#VALUE! #~LUE!
PASS or FAIL #VALUE I #VALUE I #VAlli.gl Maximum angular diff. between opposing best-fit lines (deg) PASS or FAIL
#DIV/01
#DIV/0!
#DIV/01
#DIV/0! #DIV/01
#DIV/01~~
MP-423 L7-36-BG DimlogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-539 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Daily JJ) t/2.7/ltl Project No. 6468-13-1072 Date 1/23/2014 Boring No. MP-423 Reviewed by M *LJP,,, *fk.tJ Run No. N/A Date I i:.t> !JI.f 3 1 Sample No. L7-37-BG Unit Weight (g/cm ) 2.828
. Sample Depth (ft) 299.3-300.7 Unit Weight (lbs/fe) *1-"J.G..5- \'1(., .1t9 :; Mass (g) 1135.41 Temp. (°F I *q 72.6 I 22.6 Moisture Cond. Laboratory Air Dry Specific Gravity 2.83 Equipment ID No./ Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-0623/5/23/2014 Parallel Bars CLT-0626/5/20/2014 V-B lock CLT-0625/5/20/2014 Scale CLT-0370/9/18/2014 Displacement Gage CLT-0721/6/17/2014 Steel Rule CLT-0556/9/10/2014 Feeler Gage Set CLT-0557/9/17/2014 Square CLT -0622/5/20/2014 Calipers CLT-0260/5/21/2014 length/Diameter Ratio (ASTM D4S43-08, Sections 7.2 and 10):
Check that LAvG I DAvG = 2.0 to 2.5 l 1 (in) End 1 5.43 l 2 (in) 5.43 L3 (in) 5.42 L4 (in) 5.43 lAVG (in) 5.43 D1 (in) 2.40 D2 (in) 2.39 DAVG (in) 2.40 2 Area (in ) 4.52 3 Volume (in ) 24.5 LAvG/DAvG 2.3 End 2 PASS or FAIL PASS MP-423 L7-37-BG DimLogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-540 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-423 I Project No. I 6468-13-1072 Sample No. L7-37-BG Sample Depth (ft) 299.3-300.7 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0100 PASS Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0080 0.0090 Max Gap I LAvG 0.0017 PASS MP-423 L7-37-BG Dlml.ogSV 04543-08 Rl.xlsx . Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-541 of 598
ame Dimension Log for Intact Rock Cores li':::: . , *** ... Pag~ 3 of 3': .* *~*
- I ASTM 04543~08 (with deviations per SDDR-33)
I Project Name I Clinch River SMR Boring No. MP-423 I Project No. I 6468-13-1072 Sample No. L7-37-BG Sample Depth (ft) 299.3-300.7 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2,2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along D3 0.00 0.4929 0.4419 0.4416 0.24 0.4929 0.4418 0.4417 0.48 0.4929 0.4418 0.4420 0.72 0.4929 0.4418 0.4420 0.96 0.4929 0.4412 0.4411 1.20 0.4925 0.4401 0.4397 1.44 0.4918 0.4393 0.4387 1.68 0.4907 0.4388 0.4381 1.92 0.4890 0.4386 0.4371 2.16 0.4866 0.4363 0.4354 Distance (in) End 2 Along D1 End 2Aiong 0 2 End 2 Along 0 3 0.00 0.4398 0.4393 0.4408 0.24 0.4413 0.4396 0.4410 0.48 0.4413 0.4396 0.4411 0.72 0.4413 0.4396 0.4411 0.96 0.4404 0.4396 0.4401 1.20 0.4395 0.4396 0.4395 1.44 0.4382 0.4390 0.4384 1.68 0.4369 0.4385 0.4369 1.92 0.4349 0.4376 0.4360 2.16 0.4342 0.4368 0.4356 Dl D2 D3 Maximum departure from best-fit straight line (in) 0.002 0.001 0.001 PASS or FAIL FAIL PASS PASS Maximum angular diff. between opposing best-fit lines (deg) MP-423 L7-37-BG DimLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-542 of 598
"'C(") ~= t1) ~ G):; a,:;o ln ;::* ""'tl) w"" 0 c -Ill enS" Olnch River SMR Boring No. MP-423 ~:;o 6468-13-1072 Sample No. l7-37-BG t1)
"'C Sample Depth {ft) 299.3-300.7 0
~ r--- -------*
~ End 1 Along 01 -1 End 1 Along 02 End 1 Along 03
- 0.4960 ~ 0.4460 - , : - * - - - - - - 0.4460 c----------=='--------
l
""'(") 0.4440 -k_::-_------------------
- o "P 0~@~ --<t *--*- 0.4420 r~~
- :~:::::~::-::::;;:-------~------
.... 0.4420 ~::=!~~===:!::==~=-=:-=----========
0.4400 t-f_ __:_::_::_,,_.:::;~~~-- 0.4400 -
........ 0.4900 -- ~ 0.4380 0.4380 -
....~ 0.4880
---- -+- 0.4360 - . - - ..
0.4360 -
-0?0?--- t ~ + 0.4340 . ly=-0.0024x:0.4;;;;;-I--~ __
0.4340 lv=~.003x+0.4431 -,. 0.4860 .
- 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 End 2 Along 01 o.4420 End 2 Along 02 End 2 Along 03 0.4440 1-'-- --:.:-:..,-,___,c--_
0.4410 r~=-::-.::-::-:-__:_____~------= 0.4400 --------- 0.4420 [~*--,_
-<~>--'!::_ ...............
0.4400 ~ -
- 0-t-~*%>:
0.4380 : r--- --- *-- 0.4390 *~ + -~---- 0.4380 : 0.4360 ~' -- - ~
.;;--=:---- 0.4380 --------- ~.;- -- --.:__~
0.4340 t -- ..,...:= 0.4370 ------- + 0.4360__ ~ 0.4320 E Iy -0.0032x+ 0.44231 - ... 0.4360 IY- -O.OOllx + 0.4401.1 - - - '-+ 0.4340 t lv--a.ooz~:-;;.~+ 0.00 050 1.00 150 2.00 250 0.00 050 1.00 150 2.00 250 0.00 050 1.00 150 2.00 250 Prepared byjDate: ............ 1 ......... "., ... ~ ltes t rr1
.J Checked by/Date: "f' fYY't}l; f/lV" ../ <==~, E 7
Dimension log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) MAl i ko /1 t( Project Name Clinch River SMR Tested by M. Hamilton Project No. 6468-13-1072 Date 112912014 Boring No. CC-82 Reviewed by T. Landis /,~lh'n I Run No. NIA Date 113012014 3 sample No. L7-38-BG Unit Weight (g/cm ) 2.623 Sample Depth (ft) 121.3-122.0 Unit Weight (lbs/fe) ..;1:6~ l~]t)~ 5 Mass (g) 687.67 Temp. (°F I °C) 72.3 I 22.4 Moisture Cond. Laboratory Air Dry Specific Gravity 2.63 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231 5123/2014 Parallel Bars CLT-06261 5/20/2014 V-Biock CLT-0625/ 5/20/2014 Scale CLT-0370/ 9/1812014 Displacement Gage CLT-0721/ 6/17/2014 Steel Rule CLT-0556/ 9/10/2014 Feeler Gage Set CLT-0557/ 9/17/2014 Square CLT-0622/ 5/20/2014 Calipers CLT-0260/ 5/21/2b14 length/Diameter Ratio (ASTM 04543-08, Sections 7.2 and 10): Check that lAvG I OAvG =2.0 to 2.5 l 1 (in) 3.58 End 1 l 2 (in) 3.58 L3 (in) 3.60 L4 (in) 3.59 LAVG (in) 3.59 0 1 (in) 2.38 0 2 (in) 2.38 DAVG (in) 2.38 Area (in ) 2 4.45 I Volume (in 3
) 16.0 I
-~)-_
LAvGIDAvG 1.5 I "' End 2 PASS or FAIL FAIL CC-82 L7-38-BG DimlogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-544 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Boring No. CC-B2 Project No. 6468-13-1072 Sample No. L7-38-BG Sample Depth (ft) 121.3-122.0 N/A FAIL At End 2 Maximum Gap (in) N/A Max Gap I LAvG 0.0000 PASS CC-B2 L7-38-BG DimLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-545 of 598
ame .. ;., *l Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. CC-B2 I Project No. I 6468-13-1072 Sample No. L7-38-BG Sample Depth (ft) 121.3-122.0 End Flatness & Parallelism Tolerance {ASTM D4543-08, Section 9.2.2, Procedure FP2}: eck that flatness does not depart from best-fit straight line by more than 0.001 in. Che <that maximum angular difference between opposing best-fit straight lines is no more than 0.2s*. Dista~e (in) End 1 Along D1 End 1 Along D2 End 1 Along D3 0.00"" N/A N/A N/A 0.24 N/A N/A N/A 0.48 N/A N/A N/A 0.72 ~ N/A N/A N/A 0.96 N/A N/A
. " " N/A 1.20 ~A N/A N/A 1.44 NlA:._ N/A N/A 1.68 N/A N/A N/A " "
1.92 N/A "\.. "f'/_, N/A N/A 2.16 N/A V& N/A N/A Distance (in) 0.00 End 2 Along 0 1 N/A
""En~ Along D2
~
End 2 Along 0 3 N/A 0.24 N/A N/A""- N/A 0.48 0.72. 0.96 N/A N/A N/A N/A N/A N/A
""- "< ~--
>(~_, N/A N/A N/A 1.20 N/A N/A ~ N/A 1.44 N/A N/A "wA 1.68 N/A N/A N/~
1.92 N/A N/A N/A " " 2.16 N/A N/A N/A Dl Dz ~ 03 Maximum departure from best-fit straight line (in) #VALUE I #VALUE I #~UE! PASS or FAIL #VALUE I #VALUE! #VALbl;_! Maximum angular diff. between opposing best-fit lines (deg) #DIV/01 #DIV/0! #DIV/01 PASS or FAIL #DIV/0! #DIV/0! #DIV/01 CC-62 L7-38-BG DimLogSV 04543-08 R1.x!sx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-546 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by M. Hamilton A1e>>- Project No. 6468-13-1072 Date 1/28/2014 '/'!Sd 1(...( Boring No. CC-B2 Reviewed by T. Landis /r/lh !.'?./1-1 Run No. N/A Date 1/29/2014 3 Sample No. L7-39-BG Unit Weight (g/cm ) 2.611 Sample Depth (ft) 161.6-162.4 Unit Weight (lbs/fe) ...tt:6'3:tJ IIC>3 /)r>;;.-? - Mass (g) 1026.82 Temp. (°F /'C) 72.2 I 22.3 Moisture Cond. Laboratory Air Dry Specific Gravity 2.62 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-0623/ 5/23/2014 Parallel Bars CLT-0626/5120/2014 V-Biock CLT-0625/5/20/2014 Scale CLT-0370/9/18/2014 Displacement Gage CLT-0721/6/17/2014 Steel Rule CLT-0556/ 9/10/2014 Feeler Gage Set CLT-0557/9/17 /2014 Square CLT-0622/5/20/2014 Calipers CLT-0260/ 5/21/2014 Length/Diameter Ratio (ASTM 04543-08, Sections 7.2 and 10): Check that LAvG I DAvG = 2.0 to 2.5 End 1 L1 (in) 5.34 L2 (in) 5.34 L3 (in) 5.33 L4 (in) 5.34 LAVG (in) 5.34 D1 (in) 2.39 D2 (in) . 2.39 DAVG (in) 2.39 Area (in 2
) 4.49 I Volume (in 3
) 24.0 I
--)-"
LAvGIDAvG 2.2 I End 2 PASS or FAIL PASS CC-B2 L7"39-BG DimLogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-547 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. CC-B2 I Project No. I 6468-13-1072 Sample No. L7-39-BG Sample Depth (ft) 161.6-162.4 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0210 FAIL Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230 = 0.0043; At End 1 At End 2 Maximum Gap (in) 0.0040 0.0090 Max Gap I LAvG 0.0017 PASS CC-B2 L7-39-BG DimLogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-548 of 598
Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33} I Project Name I Clinch River SMR Boring No. CC-82 I Project No. I 6468-13-10 72 Sample No. L7-39-BG Sample Depth (ft) 161.6-162.4 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25". Distance (in) End 1 Along D1 End 1 Along 0 2 End 1 Along D3 0.00 0.3299 0.3463 0.3390 0.24 0.3336 0.3483 0.3424 0.48 0.3382 0.3489 0.3442 0.72 0.3419 0.3489 0.3450 0.96 0.3445 0.3489 0.3457 1.20 0.3471 0.3489 0.3467 1.44 0.3488 0.3480 0.3474 1.68 0.3502 0.3473 0.3481 1.92 0.3518 0.3466 0.3482 2.16 0.3526 0.3457 0.3483 Distance (in) End 2 Along 0 1 End 2 Along 0 2 End 2 Along 0 3 0.00 0.3376 0.3449 0.3411 0.24 0.3382 0.3449 0.3411 0.48 0.3406 0.3454 0.3419 0.72 0.3418 0.3467 0.3429 0.96 0.3436 0.3469 0.3442 1.20 0.3472 0.3470 0.3466. 1.44 0.3484 0.3470 0.3474 1.68 0.3484 0.3470 0.3474 1.92 0.3484 0.3457 0.3474 2.16 0.3484 0.3427 0.3468 Dl Oz 03 Maximum departure from best-fit straight line (in) 0.003 0.003 0.002 PASS or FAIL FAIL FAIL FAIL Maximum angular diff. between opposing best-fit lines (deg) CC-82 L7-39-BG DimLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-549 of 598
"'C(") ~= t1) ~ G):; a,:;o ln ;::* cntl) o"" 0 c -Ill enS" Oinch River SMR CC-B2 ~:;o 6468-13-1072 L7-39-BG t1)
"'C 161.6-162.4 0
~
~ End 1 Along 01 End 1 Along 02
- 0.3500 . , - - - - - - - - - - . : : : : __ _ _ _ __ o.352o End 1 Along 03
""'(") ~:::~~§ ~~ 0.3500 -r-----------------""' ::.
- o 0.3480 0.3500 ,<?i
- V -r-----------:::-;r""-::..4~~::::;.
"P 0.3450
.~ o.3460 0.3440 t--------=-:::-,.~s~:::;:
0.3400 -~ *~-
....~ 0.3350 _.,
""'WE
- ===~~
- 0.3420 0.3460
"' o.33oo .t.:=:-:.::.=:.______...,.1v;::~~o~.o::;;1o:;;;5;x+:-on.3;;;3;;2S;;Jr--- 0.3400 :r----------r::--:-cc:::c-:---~--
+
0.3250 1~-----,c----.-~~~~==\----:-'
- 0.3450
*c Iy ~ *ll.0007x+ 0.34851
--_ 0.3380 .::---:...-----.--g~~~~~;;!L__
0.00 0.50 1.00 1.50 2.00 250 1 o.oo 0.50* 1.00 1.50 2.00 2.50 l 0.00 0.50 1.00 1.50 2.00 2.50 0.3550 End 2 Along 01 End 2 Alongc.::0::.:3=----- End 2 Along 02 0 _3500 , 0.348o 0.3500
- E
-0.3460~ '(J' =$0- !t ~ * - -
l . _,~=; 0.3460 f ; - l ~--- - ____ - 0.3450 0.3450 * *
-- - - 0.3440=/
0.3420 ~-:~------~~ 0.3440 0.343o j:.______~l~v~-o~.o~ono~~+~o~.3~4s~l~---..,~-- 0.3400 0.3350 1v ~ o.oo58x + o.3381 o.3420 E
-~ 0.3380 ...
=
!'-----.---,--~lv~~=o~-~oo~3~Sx~+=0~.3~ 4~09=1~-~
0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 Prepared by/Date: M. Hamilton 1/28/14 /!f.tff~ /Cf Checked by/Date: T. Landis 1/29/14 d"'J *.J2"i J!+
APPENDIX G.6- No Change for Rev. 4 UNIT WEIGHT AND SPECIFIC GRAVITY TEST RESULTS FROM GEOTESTING EXPRESS. THESE ARE INCLUDED IN TABLE 5.12 ame Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-551 of 598
ame DOCUMENTATION OF TECIINICAL REVIEW SUBCONTI~ACTOR WORK l 1 RODUCT Project Name: Clinch River SMR Project Project Number: 6468~13-1072 Project Manager: Steve Criscenzo Project Technical Lends: AlTice, Carl Tocksteln The teports descdbed below have been prepared by the named subcontmctcit retained in accordance with the AMEC QAPD. The work and reports have been t*eviewed by an AMEC technically qualified person. Comments on the work or reports~ if any, have been satisfactor.ily addressed by the subcontractor. The report is approved .in accordance with section QS-7 of AMEC's QAPD . REPORT: _Slake Dur51bility Test Report (1/24/14}; Unit Weig!1t and Specil1c Gravity Report (117/14) SUBCONTRACTOR: GeoTesting Express DATE OF ACCEPTANCE :_ _March 3, fROJECT TECHNICAL LEAD: J. Allan Tice RCN: CRP-1211.0 Page 1 of 12 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-552 of 598
Proj~Sct Name: Clinch River SMR Project Pl'oject Loc~:~t:ion: Oak Ridge,. 'rN GTX *tP: 301001 Test Date: 1/1/2014 Tested By: cnk Cf\t., Checked l3 : Unit Weight & Specific Gravity of Rock ISRM Method 2 (i) Bulk Unit ElorJng sr.m1plc Depth, Weight, BUll{ ID lD ft. pcf Specific Gravity MP~103 L3~2 i30.6S*f31.05 168 2,(19 MP*10S L:"N5 127.40*127.65 168 2.G9 MP-105 LHl 161.'70*162.10 168 2.69
*~ -~-""'"""'"' ........... ~
MHOG L:l-12 127.80'12~;20 :1.69 2.11
~~,_,
MP-107 L3*14 1.39,60*140.00 168 2.70 MP-115 L3*23 61.20*61.80 168 2.70
-~"**--**--~-~*~*m*"*~***--
MP-118 L3*213 62.8*63.2 J.61 z.cm
~.,..._~,.
MP*207 L3*41 157.15*157.5)) 1i:l7 2.68 MP*214 L3*42 80.05'*81/25 167 2.68
--*--................ -*~""""""'-'"'"'""_'"_
MP-217 L3*44 74.30*74,70 168 2.69 Notes: (1) Deviations appt*ov\lld by 13¢i::htel as listed below Rosultsare based on one saw*t;;Ut test st>eclmen, St,ethl111lti mas,s determine on the saW cut sari1ple lrt 1111 atr-drled contlltli:m. Sull< unit weight obtained by digital caliper meMur'emenC. Bulk Specific Gravity was calculated from the specimen unit wolght at1d the unit weight of water. Test E:qulprhent: ~qulpinent Name ID Calloratron/Verlflcatlan Dua oven: B2.2ER*001015 3/if)/2014 earance: 15606518 11/13/2014 RCN: CRP-1211.0 Page 12 of 12 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-553 of 598
APPENDIX G.6- No Change for Rev. 4 SHEETS FOR TESTS WHERE NO UNIT WEIGHT OR SPECIFIC GRAVITY ASSIGNED. VALUES ON SHEETS ARE RESULT OF PROGRAM CALCULATIONS, BUT ARE NOT REPORTED ON TABLE 5.12 ame Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-554 of 598
ame Dimension log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33} Project Name Clinch River SMR Tested by M. Hamilton M Project No. 6468-13-1072 Date 10/30/2013 Boring No. MP-101 Reviewed by !'/){'((/ Run No. NA Date {~..-'1"1 Sample No. L1-6-G sample Depth (ft) 186.6-187.5 Mass (g) 931.45 Moisture Cond. Laboratory Air-Dry Equipment ID No./ Calibration Due Equipment ID No./ Calibration Due Support Surface CLT-0623/5/23/2014 Parallel Bars CLT-0626/5/20/2014 V-Biock CLT-0625/5/20/2014 Scale CLT-0370/9/18/2014 Displacement Gage CLT-0444/1/22/2014 Steel Rule CLT-0556/9/10/2014 Feeler Gage Set CLT-0557/9/17/2014 Square CLT-0622/5/20/2014 Calipers CLT-0260/5/21/2014 Length/Diameter Ratio (ASTM 04543-08, Sections 7.2 and 101: Checl< that LAvG I DAvG = 2.0 to 2.5 L1 (In) 4.71 End 1 L2 (in) 4.70 L3 (In) 4.70 L4 (In) 4.71 LAVG (in) .. 4.71 D1 (In) *2.39 D2 (in) 2.39 DAVG (In) 2.39 2 Area (ln ) 4.49 Volume (ln 3) 2L1 LAvG/DAvG 2.0 End 2 PASS or FAIL PASS L1-6-G_D4543-08 Dim Log Rock Cores_RO.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-555 of 598
Dimension Log for Intact Rock Cores ASTM 04543*08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-101 I Project No. I 6468-13-1072 Sample No. L1-6-G Sample Depth (ft) 186.6. j_87.5 Side Straightness (ASTM 04543*08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 ln. Max Gap (In) 0.0080 PASS Section 9.3.2, Procedure P2 (MH 12*18*2013) Perpendicularity (ASTM D4543*08.~tion 9.<M, Prooee!ure Pl):
=
Check that Max Gap I LAvo is less than or equal to 11230 0.0043. At End 1 At End 2 Maximum Gap (in) 0.0265 0.0160 Max Gap I LAvG 0.0056 FAIL . L1-6-G_D4543-08 Dim log Rock Cores_RO.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-556 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-101 I Project No. I 6468-13-1072 Sample No. L1-6*G Sample Depth (ft) 186.6- 187.5 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 ln. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25*, Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along 0 3 0.00 0.1557 0.1531 0,1609 0.24 0.1568 0.1550 0.1610 0,48 . 0.1613 0.1531 0.1591 0.72 0.1600 0.1525 0.1570 0.96 0.1569 0.1512 0.1557 1.20 0.1530 0.1527 0.1548 1.44 0.1503 0.1529 0.1529 1.68 0.1478 0.1525 0.1505 1.92 0.1451 0.1512 0.1478 2.16 0.1411 0.1471 0.1432 Distance (in) End 2 Along D1 End 2 Along 0 2 End 2 Along 0 3 o.oo 0.1635 0.1530 0.1630 0.24 0.1626 0.1552 0.1630 0.48 0.1598 0.1552 0.1615 0.72 0.1569 0.1548 0.1577 0.96 0.1540 0.1532 0.1543 1.20 0.1509 0.1509 0.1506 1.44 0.1489 0.1510 0.1488 1.68 0.1464 0.1498 0.1482 1.92 0,1441 0.1496 0.1448 2.16 0.1419 0.1488 0.1389 L1-6-G_D4543-08 Dim Log Rock Cores_Ro.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-557 of 598
"'C(") ~= t1) ~ G):; a,:;o ln ;::* cntl) co"" 0 c -Ill enS" Project Name Clinch RiverSMR Boring No. MP-101 ~:;o Project No. 6458-13-1072 Sample No. ll-5-G t1)
"'C Sample Depth {ft) 186.6 -187.5 0
~
~*
I .. I
~ o.16so
- End 1 Along 01 End 1 Along 02 lI o.16so *
- - ll End 1 Along 03 ** ~I
""'(") OMOO 0.1~ -
- o
_. I "P 0.0.550 ; ! 0.1550 ; - - f:~--.
........ 015 , -~ I 0.1500 ' - -
00- --~ ~ l
....~ . <: l 0.1450 0.1450 lv -o.ao7 9x+ o.:t6:t41 0.1450 lv~-o.oozx+0.15431 ---
"' +
I1 lv~-o.oo7Sx+0.16271 + 0.1400 0.1400 +----.------~ 0.1400 .J:.. if-==;===:::;:::----r---, ----., 0.00 .so I 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1..00 1..50 2.00 2.50 I End 2 Along 01 --~ o.15so o.17oo End 2 Along 02 c End 2 Along 03
- ~::: II 0.1560 0.1650~~
0.1540 ~- -1<- -
- 0.1600 ;:~1<
I 0.1~ t--~~~----------------- 0.1520 ----~--- O.l.550 ~ ~ O.l.5.50 . - - --------z - E 0.1500 ; II -~- 0.1500 ----.~~=- 1 ~00~ i --~ -- 0.1450: -~ 0.1450 ; i 0.1480 '- -"'"---~ 0.1400" - :::~ 0.1460 IY -o.003x + 0.15541 - - 0.1350 E Iy = -o.O.lllx + 0.15511 - - :::., o.l4oo ~ I 1, o.oo o.5o 1..00 1...50 2.00 2.50 1 0.00 0.50 1.00 1..50 2.00 2.50 0.00 0.50 1.00 1..50 2.00 2.50
?'S>
Prepared by/Date: Michael Hamilton ~:'-S:: Checked by/Date: ,y}lh::.- ' ~- 2 </~ /3
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations 'per SDDR-33) Project Name Clinch River SMR Tested by J. Dally Project No. 6468-13-1072 Date 111812013 Boring No. MP-101 Reviewed by Milt:. Run No. NIA Date 1-.g-- Itt sample No. Ll-9-G Unit Weight (g/cm"3) 2.673 sample Depth (ft) 272.9-273.6 Unit Weight (lbs/ft"3) 11:6'6':!r 101 p:val Mass (g) 1063.75 Temp. °F 71.7 Moisture Cond. Lab Air Dry Specific Gravity 2.68 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-0623/5123/2014 Parallel Bars CLT-06261 5/2012014 V-Biock CLT-0625/5/20/2014 Scale CLT-03701 9118/2014 Displacement Gage CLT-07211 611712014 Steel Rule CLT-05561 9/1012014 Feeler Gage Set CLT-0557I 9/17/2014 Square CLT-06221 512012014 Calipers CLT-0260/ 5/21/2014 length/Diameter Ratio (ASTM 04543-08, Sections 7.2 and 10): Check that LAvG I DAvG = 2.0 to 2.5 L1 (in) 5.35 End 1 L2 (In) 5.36 L3 (In) 5.38 L4 (in) 5.38 LAVG (in) 5.37 D1 (In) 2.40 D2 (In) 2.40 DAVG (In) 2.40 4.52 24.3 2.20 End 2 PASS or FAIL PASS L1-9-G AT Dim Log Rock Cores_RO plane comparison.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-559 of 598
ame Dimension Log for Intact Rod< Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-101 I Project No. I 6468-13-1072 Sample No. L1-9:G Sample Depth (ft) 272.9-273.6 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): Checf< that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0060 PASS Section 9.3.2, Procedure P2 (RMC 3*27*2012) Perpendicularity (ASTM 04543*08, Section 9,B,1. Procedblre Pll: Check that Max Gap I LAvG Is less than or equal to 1/230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0340 0.0310 Max Gap I LAvG 0.0063 FAIL Ll-9-G AT Dim Log Rock Cores_RO plane comparlson.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-560 of 598
ame Dimension log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP*101 I Project No. I 6468-13-1072 sample No. L1-9-G Sample Depth (ft) 272.9-273.6 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2, Procedure FP2l: Check that flatness does not depart from best*flt straight line by more than 0.0011n. Check that maximum angular difference between opposing best*fit straight lines Is no more than 0.25'. Distance (In) End 1 Along 0 1 End 1 Along 0 2 End 1 Along D3 o.oo 0.6336 0.6352 0.6297 0.2.4 0.6365 0.6378 0.6334 0.48 0.6395 0.6406 0.6383 0.72 0.6431 0.6434 0.6424 0,96 0.6456 0.6457 0.6455 1.20 0.6465 0.6462 0.6465 1.44 0.6505 0.6489 0.6496 1.68 0.6551 0.6522 0.6536 1.92 0.6573 0.6551 0.6593 2,16 0.6602 0,6556 0.6617 Distance (in) End 2 Along 0 1 End 2 Along 0 2 End 2 Along D3 0.00 0.6309 0.6393 0.6334 0.24 0.6339 0.6394 0.6361 0.48 0.6391 0.6415 0.6389 0.72 0.6431 0.6451 0.6420 0.96 0.6458 0.6474 0.6460 1.20 0.6500 0.6494 0.6496 1.44 0.6523 0.6503 0.6523 1.68 0.6550 0.6513 0.6551 1.92 0.6570 0.6521 0.6580 2.16 0.6590 0.6534 0.6607 01 02 Ds Maximum departure from best-fit straight line (In) 0.002 0.002 0.002 PASS or FAIL FAIL FAIL FAIL L1-9-G AT Dim log Rock Cores_RO plane comparlson.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-561 of 598
"'C(") ~= t1) ~ G):; a,:;o ln ;::* "'tl) N"" 0 c -Ill enS" Project Name Clinch River SMR Boring No. MP-101 ~:;o Project No .. 6468-13--1072 Sample No. U-9-G t1)
"'C Sample DeJ>th [ft) 272.9-273.6 0
~
~ o.665o End 1 Along 01 II _ End 1 Along 02
- 0 6600 0.6700 -----~En~d~1~A=Io~n~g~0~3____~
""'(") 0.6600 r:---------------;:c?J~- 0.6550 +--------------::::--118';:: 3&
- o 0.6550 o.66oo L------------.~?-?=--
r---------~,..-~~~::_:___ i 0.6500 -E---------=:::a::~o.::_ _____
"P 0.6500 t------:----::-~&~:::_____ o.65oo .L-~-------:;:,.;;~o:::.:.:______
.... I o.6450 +-----~?~<..:'!':_________
........ 0.6450 t--------:::-:~~@1________ f o.640o L--.....,.,~~~:_---r::=;:;-;;:;-~:;:;-;;q;;6r
....~ 0.6400 t---::::::%~;::;::::::.::::__ _ _--r--:----~
-= 1 o.6400 -E---:"""~=------,------..,-
1 0.6350 ¥:?><..:._________g;;~~~~~- 0.6300 .k:;~~--~----~-------
' 0.6350 * -
"' 0.6300 ..;:~---~---~------~---~ ! 0.6300 +----~---~---~ 0.6200 +-----..-----~---~~---...------.
0.00 0.50 :LOO :LSO 2.00. 2.50 0.00 050 1.00 :LSD 2.00 2.50 0.00 050 1.00 :LSO I 2.00 2.50 I - -
. End 2 Along 01 End 2 Along 02 1 o.67oo
- 0.6600 -,-----'------=------- I o.67oo t End 2 Along 03 l 0.6550 1':-_________. . :.______ ~_,,_ __
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- t I 1 o.65ook; ~::: ::::: - 0.6500 -~ - t l
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0.6350 jy-0.0071x+0.63921 I' 0.6200 +:t ---,-----.---~,..-----...------. 0.6300 .:::::------:-~-:--~-------r---- Il
! 0.00 050 :LOO :LSO 2.00 2.50 0.00 050 1.00 :LSO 2.00 2.50 \ 0.00 050 1.00 1.50 2.00 2.50
£!t} .
Prepared by/Date: Joey Daily trtJ.J i)?J/7 Checked by/Date: .VI. A:: I - Jr- -I L/
ame Dimension Log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by M. Hamilton trll!rl+ '- Project No. 6468-is-wn Date 111812013 Boring No. MP-101 Reviewed by IV"~ Run No. NIA Date t-<ts-1'-l Sample No. Ll-12-G Unit Weight (g/mm"3) 2.694 Sample Depth (ft) 396.9-397.9 Unit Weight (lbs/ft"3) ~ tb9 }jttv{/ Mass (g) 913.70 Temp. °F
- 71.0 Moisture Cond. Laboratory Air Dry Specific Gravity 2.70 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231512312014 Parallel Bars CLT-06261 512012014 V-Biock CLT"06251512012014 Scale CLT-03701 911812014 Displacement Gage CLT-07211 611712014 Steel Rule CLT-05561 911012014 Feeler Gage Set CLT-05571 911712014 Square CLT-06221 512012014 Calipers CLT-02601 512112014 Length/Diameter Ratio (ASTM 04543-08, Sections 7.2 and 10):
- Check that LAVG I DAvG = 2.0 to 2.5 L1 (In) 4.61 End 1 L2 (In) 4.61 L3 (In) 4.61 L4 (in) 4.62 LAVG (in) 4.61 0 1 (in) 2.39 0 2 (In) 2.39 DAvG (in) 2.39 4.49 I 20.7 I 1.9
--f-."
/
PASS or FAIL FAIL End 2 L1-12-G AT(2} Dlmlog Rock Cores_RO plane comparlson.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-563 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543*08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-101 I Project No. I 6468-13-1072 Sample No. Ll-12-G Sample Depth (ft) 396.9-397.9 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (In) 0.0200 PASS Section 9.3.2, Procedure P2 (RMC 3-27-2012) Perpendicularity (ASTM 04543-08,-&eGtioR 9.1!.1, Procedtue Pl): Check that Max Gap I LAvG is less than or equal to 11230 = 0,0043. At End 1 At End 2 Maximum Gap (in) 0.0220 0.0300 Max Gap I LAvG 0.0065 FAIL Ll-12-G AT(2) Dlmlog Rock Cores_RO plane comparison.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-564 of 598
ame Dimension Log for Intact Rocl< Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-101 I Project No. I 6468-13-1072 Sample No. L1-12-G Sample Depth (ft) 396.9-397.9 End Flatness & Parallelism Tolerance (ASTM 04543-08, Section 9.2.2, Procedure FP21: Checl< that flatness does not depart from best-fit straight line by more than O.OOlln. Checl< that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance (in) End 1 Along D1 End 1 Along 0 2 End 1 Along D3 o.oo 0.2788 0.2720 0.2773 0.24 0.2786 0.2743 0.2770 0.48 0.2804 0.2765 0.2766 0.72 0.2816 0.2790 0.2791 0.96 0.2829 0.2810 0.2816 1.20 0.2830 0.2828 0.2831 1.44 0.2831 0.2847 0.2837 1.68 0.2831 0.2860 0.2842 1.92 0.2833 0.2871 0.2858 2.16 0.2833 0.2871 0.2863 Distance (in) End 2 Along 0 1 End 2 Along D2 End 2 Along D3 0.00 0.2782 0.2658 0.2724 0.24 0.2806 0.2730 0.2761 0.48 0.2807 0.2766 0.2774 0.72 0.2816 0.2785 0.2793 0.96 0.2820 0.2809 0.2810 1.20 0.2833 0.2827 0.2830 1.44 0.2833 0.2842 0.2841 1.68 0.2812 0.2858 0.2841 1.92 0.2793 0.2871 0.2831 2.16 0.2760 0.2871 0.2820 Dl Dz Og Maximum departure from best-fit straight line (in) 0.004 0.005 0.003 PASS or FAIL FAIL FAIL FAIL Maximum angular*diff. between opposing best-fit lines (deg) Ll-12-G AT(2) Dim Log Rock Cores_RO plane comparlson.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-565 of 598
"'C(") ~= t1) ~ G):; a,:;tJ ln ;::* "'tl) 0 c -Ill enS" Clinch River SMR Boring No. MP-101 ~:;o 6468-13-1072 Sample No. U-12-G t1)
"'C Sample Depth [ft) 396.9-397.9 0
~
~ End 1 Along 01 End 1 Along 02 End 1 Along 03
- 0.2860 . , - - - - - - - - - - - - - - - ~50.,..----------------- 0.2900 T
""'(") 0.2840 c 0.2880t-0.2900 +---------------------------------~~----- 0.2860
- o t ~---- l*----------------------------~~---- ---
- ::,..
0.2820 ~--~ 0.2840 I' ---:::.-.-::---
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.... 'r ~ ------ ..., 0.2850 -- --
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........ *---~------ 0.2800 ~~~-~-------------------- 0.2800 ---~ - - - -
....~ 0.2780 _ - - -~-- 1Y 0.0049x t. 0.2761 f
"' o.275o ~- lv.~o.0074x+0.273lj 0.2760 ~--*
0.2700 [ 0.2740 r~*=----~---.---..,-----.----- 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 [ End 2 Along 01 End 2 Along 02 End 2 Along 03 I 0.2840 ~-----------------.~~.~~----------- 0.2950 0.2900 -~ 0.2820 -~-- ------.- I== 0.2800 - 0.2850 .o.-~~ 0.2780~.L_ ____________________ ________________ 1 0.2800 I:::: ~t ~*~==--==----- *--*- ..=-- + 0.2760 -f~-------------------------------- 0.2750 I 1=--------- IYQ:O:X:.2752 1 0.2740 F lv--0.0005x+0.2812h 1 a.z7oo_*~c--:------,~-----,~--....,~--....,---- 0.00 050 1.00 1.50 2.00 2.50 o.oo* 0.50 1.00 1.50 1 2.00 2.50 Prepared by/Date: Michael Hamilton ..;... <;;'\ Checked by/Date: /i! ..-1-c I z-2'1-'3 ;:;:;
ame Dimension Log for Intact Rocl< Cores ASTM 04543~08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by M. Hamilton 1111)1" - Project No. 6468-13-1072 Date 11/14/2013 Boring No. MP-202 Reviewed by fl\1)--z" Run No. N/A Date (.... ff -t't Sample No. Ll-18-G Unit Weight (g/cm"3) 2.692 Sample Depth (ft) 67.0-67.9 Unit Weight (ibs/ft"3) ~ LC!P~ Jfi~~ Mass (g) 1120.45 Temp. °F/ *c 71.61 22.0 Moisture Cond. Lab Air Dry Specific Gravity 2.70 Equipment ID No. I Calibration Due Equipment iD No./ Calibration Due support Surface CLT-0623/5/23/2014 Parallel Bars CLT-0626/ 5/20/2014 V-Biock CLT-0625/5/20/2014 Scale CLT-0370/ 9/18/2014 Displacement Gage CLT-0721/ 6/17/2014 Steel Rule CLT-0556/ 9/10/2014 Feeler Gage Set CLT-0557I 9/17/2014 Square CLT-0622/5/20/2014 Calipers CLT-0260/ 5/21/2014 Length/Diameter Ratio IASTM D4543*08, Sections 7.2 and 10): Check that LAvG I DAvG =2.0 to 2.5 L1 (In) 5.66 End 1 L2 (in) 5,66 L3 (in) 5.66 L4 (in) . 5.66 LAvG (in) 5.66 D1 (In) 2.39 D2 (in) 2.39 DAVG (in) 2.39 Area (in 2) 4.49 I Volume (in 3
) 25.4 I LAvG/DAvG 2.4
--f.-"
I End 2 PASS or FAIL PASS L1-18-G DimLog Rock Cores_RO plane comparison Sl temp and density.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-567 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-202 I Project No. I 6468-13-1072 Sample No. Ll-18-G Sample Depth (ft) 67.0-67.9 Side Straightness (ASTM 04543*08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0070 PASS Section 9.3.2, Procedure PZ (RMC 3-27*2012) Perpendicularity (ASTM 04543-08, Seetioi'l 9.:<!.1, Proeeallre P1): Checl< that Max Gap I LAvG is less than or equal to 11230 =0.0043. At End 1 At End 2 I= Maximum Gap (in) 0.0220 0.0230 Max Gap I LAvG 0.0041
._P___A___s_s_ __,
Ll-18-G DlmLog Rock Cores_RO plane comparison Sl temp and density.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-568 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-202 I Project No. I 64(38-13-1072 Sample No. L1-18-G Sample Depth (ft) 67.0-67.9 End Flatness & Parallelism Tolerance (ASTM 04543*08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines Is no more than 0,25'. Distance (in) End 1 Along 0 1 End 1 Along 0 2 End 1 Along 0 3 o.oo 0.2154 0.2179 0.2255 0.24 0.2177 0.2189 0,2261 0.48 0.2191 0.2195 0.2263 0.72 0.2219 0.2206 0.2263 0.96 0.2221 0.2213 0.2263 1.20 0.2227 0.2215 0.2260 1.44 0.2251 0.2219 0.2259 1.68 0.2263 0.2219 0.2252 1.92 0.2269 0.2219 0.2259 2.16 0.2280 0.2210 0,2259 Distance (in) End 2 Along 0 1 End 2 Along D2 End 2 Along 0 3 0.00 0.2131 0.2147 0.2206 0.24 0.2152 0.2154 0.2206 0.48 0.2168 0.2173 0.2206 0.72 0.2184 0.2187 0.2209 0.96 0.2184 0.2187 0.2210 1.20 0.2212 0.2194 0.2210 1.44 0.2223 0.2226 0.2209 1.68 0.2227 0.2227 0.2208 1.92 0.2237 0.2255 0.2218 2.16 0.2241 0.2255 0.2218 01 02 Da Maximum departure from best-fit straight line (in) 0.001 0.001 0.001 PASS or FAIL PASS PASS PASS Maximum angular diff. between opposing best-fit lines (deg) Ll-18-G Dim Log Rock Cores_RO plane comparison Sl temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-569 of 598
-~-~ *.
"'C(") ~= t1) ~ G):; a,:;o ln ;::* .._.tl) o"" 0 c -Ill enS" ame Project Name Clinch River SMR Boring Nap MP-202 ~:;o Project No. 6468-13-1072 Sample No. Ll-18-G t1)
"'C sample Depth {ft) 67.0-67.9 0
~
i I I
~ i
- j o23so
- End 1 Along 01 End 1 Along 02 End 1 Along 03 i 0.2240 I II 0.2275 I
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. l I G.22oo* -.;.~
....~ I 02150 ~-- -- 02190t~ ~ I I 02250 ---
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- =k v;u.OOOl.x + 022611
-- -- I' 0.2245 ' '
0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 ! r--- - o23oo , End 2 Along 01 o23oo End 2 Along 02 I o.223o , End 2 Along 03 A-~ 0.2250 [ 0.2220 ; ------ --
----+ +
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---~---- o.nso F ---~-:::~==-=----
o.22oo~--- 0.2210~~ 02200 ~ --------- 0.2150~~~ - ~------- -- lv=o.ooosx+02204J 0.2100 -1:'---~---~--~ 0.21.90 +,.------r----,-----,--- -.----. 0.00 0.50 1..00 1.50 2.00 2.50 0.00 0.50 1..00 1..50 2.00 2.50
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t-- Prepared by/Date: Michael Hamilton '-, Checked by/Date: tnk 17-ZN-13
ame Dimension log for Intact Rock Cores I:.*. Page 1. of 3 ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Dally /fJ 1/'l/f'f Project No. 6468*13-1072 Date 11712014 Boring No. MP*202 Reviewed by ~Pre Run No. NIA Date l .... <;r-~1~ Sample No. L1-27-G Unit Weight (g/cm 3 ) 2.689 Sample Depth (ft) 258.6-259.6 Unit Weight (lbs/ft') ~C(:.<i:l fj);}'b ¥r Mass (g) 1123.53 Temp. (°F I 'C) 71.2 I 21.8 Moisture Cond. Laboratory Air Dry Specific Gravity 2.69 Equipment iD No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231512312014 Parallel Bars CLT-06261 512012014 V-Biock CLT-0625/512012014 Scale CLT-03701 911812014 Displacement Gage CLT-0721/ 611712014 Steel Rule CLT-05561 911012014 Feeler Gage Set CLT-0557I 911712014 Square CLT-0622/ 512012014 Calipers CLT-0260/ 512112014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAvG I DAvG = 2.0 to 2.5 L1 (In) 5.67 End 1 L2 (In) 5.67 La (in) 5.69 L4 (in) 5.65 LAVG (in) 5.67 D1 (In) 2.39 0 2 (In) 2.39 DAVG (in) 2.39 4.49 25.5 2.4 End 2 PASS or FAIL PASS L1-27-G DlmLogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-571 of 598
ame Dimension Log for Intact Rocl< Cores I***. Page2 of3 ASTM D4543M08 (with deviations per SDDR~33) I Project Name I Clinch River SMR Boring No. MP-202 I Project No. I 6468-13-1072 Sample No. Ll-27-G Sample Depth (ft) 258.6-259.6 Side Straightness (ASTM 04543*08, Section 9.1.i. Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0630 FAIL Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230::: 0.0043. At End 1 At End 2 Maximum Gap (in) 0.0490 0.0350 Max Gap I LAvG 0.0086 FAIL Ll-27-G DlmlogSV D4543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-572 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543*08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-202 I Project No. I 6468-13-1072 Sample No. L1-27*G Sample Depth (ft) 258.6-259.6 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2. Procedure FP2): Check that flatness does not depart from best*fit straight line by more than 0.0011n. Check that maximum angular difference between opposing best-fit straight lines Is no more than 0.2s*. Distance (In) End 1 Along D1 End 1 Along D2 End 1 Along D3 0.00 0.3859 0.3998 0.3906 0.24 0.3894 0.3999 0.3931 0.48 0.3921 0.3999 0.3950 0.72 0.3934 0.3991 0,3956 0.96 0.3946 0.3991 0.3970 1.20 0.3970 0.3984 0.3990 1.44 0.4006 0.3959 0.3990 1.68 0.4031 0.3934 0.3966 1.92 0.4056 0.3904 0.3953 2.16 0.4059 0.3858 0.3928 Distance (In) End 2 Along D1 End 2 Along D2 End 2 Along D3 0.00 0.3866 0.3976 0.3941 0.24 0,3892 0,3976 0.3946 0.48 0.3909 0.3976 0.3952 0.72 0.3942 0.3976 0.3954 0.96 0.3953 0.3976 0.3954 1.20 0.3953 0.3967 0.3954 1.44 0.3980 0.3962 0.3970 1.68 0.3982 0.3951 0,3976 1.92 0.4060 0.3944 0.3991 2.16 0.4069 0.3932 0.4034 Dl Dz Ds Maximum departure from best-fit straight line (In) 0,003 0.004 0.004 PASS or FAIL FAIL FAIL FAIL L1-27-G DlmLogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-573 of 598
"'C(")
Ill - (Q -* t1) ~ G):; a,:;o ln ;::*
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~:;o 6468-13-1072 Sample No. U-27-G t1)
"C Sample Depth (ft} 258.6-259.6 0
~
~ End 1 Along 03 End 1 Dl 0.4000 -,---------~::__ _ _ _ _ _ __
- [R_ Along ""* II 0 .4050 ~- End 1 Along D2
""'(") + +
o.4Dso _ _- ____ 1.
- o 03980 t + -------~
"P II~~- 0 - -
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........ 03950L~ ~
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....~ 1 ~-
- 03850 l
"' ! o385o ; : : - - !v-o.oo94x+03866j ~ lv=-o.oo59x+OA0261 lv= o.oo14x+ 03939j 03800 - 1I o.38oo -!:--~:::;:===::;:::='-----.-,-----, 03900 ' '
0.00 0.50 1.00 150 2.00 2.50 l 0.00 050 1.00 1.50 2.00 2..50 0.00 050 1.00 150 2.00 2.50 l i _
- End 2 Along 01 [ o.4Dso , End 2 Along 03 0 4100 I I l::~ngD2 I t +
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~
o.oo o.so 1.00 lv= o.ooSSx+ 03866j 1.50 2..00 2..50 1 1 f 03920 f 0.00 lv=-o.omx+03sssl 050 1.00 150 200 2.50 I 1 03900 r----- ' o.oo o5o 1.00 lv-0.0033x+03931~ 1.50 2..00 2..50 l 1 Prepared by/Date: Joey Daily lfl_;¢'f Checked by/Date: AI\ kC ( - ~-/ L.(
ame Dimension Log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Dally Project No. 6468-13-1072 Date 11/25/2013 Boring No. MP-202 Reviewed by (1/\'/>rl:: Run No. N/A Date \..- ~-J<.t Sample No. L1-30*G Unit Weight (g/cm"3) 2.674 Sample Depth (ft) 299.0-299.7 Unit Weight (lbs/ft"3) ~ t&>1 rP>-- Mass (g) 1100.05 Temp. °F/ 'C n.ol 22.2 Moisture Cond. Laboratory Air Dry Specific Gravity 2.68 Equipment ID No. I Calibration Due Equipment iD No. I Calibration Due Support surface CLT-0623/5/23/2014 Parallel Bars CLT-0626/5/20/2014 V-B lock CLT-0625/5/20/2014 Scale CLT-0370/9/18/2014 Displacement Gage CLT-0721/6/17/2014 Steel Rule CLT-0556/9/10/2014 Feeler Gage Set CLT-0557/9/17 /2014 Square CLT-0622/ 5/20/2014 Calipers CLT-0260/ 5/21/2014 Length/Diameter Ratio (ASTM D4543*08, Sections 7.2 and 10): Check that LAvG I DAvG = 2.0 to 2.5 L1 (in) 5.66 End 1 L2 (In) 5.65 L3 (in) 5.64 L4 (in) 5.64 LAVG (in) 5.65 D1 .(1n) 2.37 D2 (In) 2.39 DAVG (In) 2.38 4.45 25.1 2.4 End 2 PASS or FAIL PASS L1*30-G AS(2) Dim Log Rock Cores_RO plane comparison Sl temp and density.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-575 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-202 I Project No. I 6468-13-1072 Sample No, Ll-30-G Sample Depth (ft) 299.0-299.7 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (In) 0.0250 FAIL Section 9.3.2, Procedure P2 (RMC 3-27*2012) Perpendicularity (ASTM 04543-08, Section !Ul 1, Prosea~:~re P1l: Check that Max Gap I LAvG is less than or equal to 1/230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0430 0.0640 Mal< Gap I LAvG 0.0113 FAIL L1-30-G AS(2) DlmLog Rock Cores_RO plane comparison Sl temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-576 of 598
ame Dimension Log for Intact Rocl< Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-202 I Project No. I 6468-13-1072 Sample No. L1-30-G Sample Depth (ft) 299.0-299.7 End Flatness & Parallelism Tolerance IASTM 04543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from besHit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight. lines is no more than 0.25'. Distance (In) End 1 Along 0 1 End 1 Along 0 2 End 1 Along 0 3 0.00 0.6228 0.6098 0.6162 0.24 0.6220 0.6098 0.6162 0.48 0.6204 0.6099 0.6162 0.72 0.6171 0.6105 0.6145 0.96 0.6148 0.6105 0.6130 1.20 0.6121 0.6106 0.6118 1.44 0.6110 0.6106 0.6101 1.68 0.6095 0.6106 0.6087 1.92 0.6078 0.6106 0.6076 2.16 0.6050 0.6106 0.6061 Distance (in) End 2 Along 0 1 End 2 Along 0 2 End 2 Along 0 3 0.00 0.6228 0.6050 0.6177 0.24 0.6213 0.6068 0.6173 0.48 0.6182 0.6070 0.6162 0,72 0.6166 0.6082 0.6143 0.96 0.6145 0.6082 0.6132 1.20 0.6116 0.6097 0.6118 1.44 0.6105 0.6097 0.6106 1.68 0.6085 0.6097 0.6087 1.92 0.6062 0.6097 0.6072 2.16 0.6034 0.6097 0.6041 01 Dz Ds Maximum departure from best*fit straight line (In) 0.001 0.001 0.001 PASS or FAIL PASS PASS PASS L1-30-G AS(2) Dim log Rock Cores_RO plane comparison Si temp and density.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-577 of 598
"'C(") ~= t1) ~ G):; a,:;o ln ;::* .._.tl) co"" 0 c -Ill enS" Project Name Clinch River SMR Boring No .. MP-202 ~:;o Project No. 6468-13-lon Sample No. U-30-G t1)
"'C Sample Depth {ft} 299.0-299.7 0
~
~ 1 _ o End 1 Along 01 I End 1 Along 02 End 1 Along 03
- 0 6300 0.6130 ~--------=:...__ _ _ _ __ 0.6200 -r--------=-------
" I
""'(") 0.6250 . l
- o o.615o T --
- :.:::-:::-..:::...:.. _
"P i ----
.... --~
........ ~=[
~~
I
. 0.6100 - - - -
I
....~ o.6:too ~ -~ 1 0.6070 0.6050 y=-D.0052x+0.6176 0.6050 t -- - r t,---------~~==--
"' j: ly=-0.0085x+0.6234 I 0.6050 f IY- 0.0004x + 0.60991 o.6ooo - 1 0.6000 +-----~~---~-----~---.,----=--,
o.oo 0.50 1.00 1.50 2.00 2.50 I 0.00 0.50 1...00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 [ I o.62so . End 2 Along 01 o.e;uo End 2 Along 02 1 End 2 Along 03 l I 0.6250
- 0.6200~- 0.6~00 - ;;:- & = ,.----:A 10.6200~
E_ -~_..... 0.6080 f - -- ~---c:-o;---"'-'_'--------- I o.mo J::~ j.
- j -~- ; 0.6100 i ---- ::~
I 0.6060 [ -- 0.6050 c - -~ I o.6o5o . - c 1v= -o.oo= + o_s.ngl - 0.6040 ~-- l;-0.0022x+0.60611 0.6000 +-----'====c====~---~----.-- f 0.6000 .,.
,t_~~y~==-D~-~00~6~2x~+~O~E~1~87~~------~-----r------, I 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 I ~ ~ ~ 1.50 ~ ~I Prepared by/Date: Joey Daily j)j iJ/'!;Df/3 Checked by/Date: {VI ftC 1 Z.. -2 f-13
ame Dimension Log for Intact Rocl< Cores ASTM 04543-08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by .J. Dally ~ Project No. 6468*13*1072 Date 12/5/2013 Boring No. MP-202 Reviewed by fV\IK-Run No. N/A Date 1---1((~I If Sample No. L1*33-G Unit Weight (g/cm113) 2.674 Sample Depth {ft) 363.0-364.3 Unit Weight (lbs/ft113) g_~ lb'1 /ft!.Y. Mass {g) 1139.41 Temp. °F/ 'C 73.ol 22.8 Moisture Cond. Laboratory Air Dry Specific Gravity 2.68 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-0623/5/23/2014 Parallel Bars CLT-0626/ 5/20/2014 V-B lock CLT-0625/5/20/2014 Scale CLT-0370/ 9/18/2014 Displacement Gage CLT-0721/ 6/17/2014 Steel Rule CLH556/ 9/10/2014 Feeler Gage Set CLT-0557 /9/17/2014 Square CLT-0622/ 5/20/2014 Calipers CLT*0260/ 5/21/2014 Length/Diameter Ratio (ASTM 04543-08, Sections 7.2 and 10}: Checl< that LAvG I DAvG"' 2.0 to 2.5 L1 (In) End 1 5.78 L2 {In) 5.77 L3 {in) 5.77 L4 {In) 5.79 LAvG (in) 5.78 D1 {in) 2.39 D2 (in) 2.. 38 DAVG (in) 2.39 2 Area (in ) 4.49 3 Volume (in ) 26.0 LAvG/DAvG 2.4 End 2 or FAIL PASS PASS L1*33*G Dim Log Rock Cores_RO plane comparison Sl temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-579 of 598
ame Dimension Log for Intact Rocl< Cores ASTM D4543w08 (with deviations per SDDR~33) I Project Name J Clinch River SMR Boring No. MP-202 I Project No. I 6468-13*1072 Sample No. L1-33-G Sample Depth (ft) 363.0-364.3 Side Straightness (ASTM 04543*08, Section 9.1,1, Procedure S1): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (In) 0.0250 FAIL Section 9.3.2, Procedure P2 (RMC 3*27*2012) Perpendicularity (ASTM 04543*08, Sectien 9.&.1, Preced~o~re P1l: Check that Max Gap I lAvG is less than or equal to 11230"' 0.0043. At End 1 At End 2 Maximum Gap (in) 0.0400 0.0150 Max Gap I LAvG 0.0069 FAIL L1.33-G Dim log Rock Cores_RO plane comparison 51 temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112*.16 Page G.S-580 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33} I Project Name I Clinch River SMR Boring No. MP-202 I Project No. I 6468-13-1072 Sample No. L1-33-G Sample Depth (ft) 363.0-364.3 End Flatness & Parallelism Tolerance (ASTM D4543*08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best*fit straight fine by more than 0.0011n. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.2s*, Distance (In) End 1 Along D1 End 1 Along D2 End 1 Along D3 o.oo 0.3693 0.3572 0.3661 0.24 0.3693 0.3572 0.3665 0.48 0.3692 0.3577 0.3653 0.72 0.3692 0.3600 0.3648 0.96 0.3692 0,3637 0.3654 1.20 0.3685 0.3672 0.3669 1.44 0.3669 0.3680 0.3669 1.68 0,3653 0,3695 0.3669 1.92 0.3632 0.3713 0.3669 2.16 0,3607 0.3713 0.3669 Distance (in) End 2 Along D1 End 2 Along 0 2 End 2 Along D3 0.00 0.3725 . 0.3510 0.3670 0.24 0.3725 0,3535 0.3670 0.48 0.3720 0.3567 0.3668 0.72 0.3699 0.3599 0.3660 0.96 0.3679 0.3620 0.3657
*1.20 0.3655 0.3638 0.3657 1.44 0.3634 0.3663 0.3656 1.68 0.3614 0.3712 0.3666 1.92 0.3593 0.3738 0.3682 2.16 0.3550 0.3746 0.3682 Dl Dz Ds Maximum departure from best-fit straight line (in) 0.002 0.002 0.001 PASS or FAIL FAIL FAIL PASS Maximum angular dlff. between opposing best-fit lines (deg)
L1-33-G Dim log Rock Cores_RO plane comparison Sl temp and denslty.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-581 of 598
"'C(") ~= t1) ~ G):; a,:;o ln ;::* cot!) N"" 0 c _,Ill enS" Project Name Oinch River SMR Boring No. MP-202 ~:;o Project No. 6468-13-lO?Z Sample No. l.1-33-G t1)
"'C Sample Depth (ft) 363.0~364.3 0
~ .. - --
I'
~ ! o.374o t End 1 Along 01 r- End 1 Along 03
- j 0.3690
""'(") 0.3720 ~ __ I :::::~End lAI~
f--..._---
- o
! .I 0.3680 ~ ---------------
0.3700-t--~-~
"P 03650 ~
.... o.35so , - -- 0.3670 1:. ---- . ~*
l.~-..
........ 03600=~= --
03660 ;~ ---s -*- - ---~- 0.3660 + <!> ___________ _ - -
....~ 0.3640 ~ --- ---4_:.::.::... ~---
0.3620 ' -- 0.3550 Tf~------------------r=:=:=====-- 0.3650 .---
"' E lv=-D.0037x+0.37uJ + o.35oo r
--*- Iv o.oo79x + o355sl
~
I o36oo . 0.3640 f , Iy 0.0007x+ 0.3656 f--, I o.oo o.5o 1.oo 1.5o 2.oo z.so 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 I I .. - - - - * .. ---1 _ ___ .::E.:c:n.::d:..:2=-A:...::..clo'-"n"'g"-=-0=1 \ End 2 Along 02 , End 2 Along 03 I 03800 ..,. 03690 lo.3~o~t~~--------------------------- f [o37oo~::~- I ::: ~=~l---------------- -- -* 10.3650 ~ ~ 0.3670~~ 1 03680 ~ --::: ::~ ~ 10.3600; [ 0.3550 ;:
~~
I o.35so t--------:::--- ::::: -
-~::::: 0.3660 ~
I 7==:1y=0.0113x+0.35UI I' 0.3500 +'~--~~~y==*~Q0082x~~+0~.3~7~~1--~~----~--~ 1 0.3480
- 0.3650 f ----- , lv o.OD04x+0.3662~ ,
1 o.oo o.so 1.00 1.50 2.oo z.5o j 1 0.00 0.50 1.00 1.50 2.00 2.50 ~ ~ ~ ~ ~ ~~ i Prepared by/Date: Joey Daily Jf) fd./Ja}J Checked by/Date: 11*<:- I? '1-13
*ame Dimension log for Intact Rock Cores ASTM 04543-08 {with deviations per SDDR-33)
Project Name Clinch River SMR Tested by J. Daily /)f) t/;n/;'1 Project No. 6468-13-1072 Date 1/14/2014 Boring No. MP-402 Reviewed by N\f\z::.. Run No. N/A Date \-1& -14 3 Sample No. L7-12-H Unit Weight (g/cm ) 2.673 Sample Depth (ft) 109.3'-110.5' Unit Weight (lbs/ft') 1i5o.9' ( (& 1 ~t.)-. Mass (g) 1081.91 Temp. (°F / *c) 72.7 I 22.6 Moisture Cond. Laboratory Air Dry Specific Gravity 2.68 Equipment ID No./ Calibration Due Equipment ID No./ Calibration Due. Support Surface CLT-0623/5/23/2014 Parallel Bars CLT-0626/5/20/2014 V-Biock CLT-0625/5/20/2014 Scale CLT-0370/9/18/2014 Displacement Gage CLT-0721/6/17/2014 Steel Rule CLT-0556/9/10/2014 Feeler Gage Set CLT-0557/9/17/2014 Square CLT-0622/5/20/2014 Calipers CLT-0260/5/21/2014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAvG I DAvG = 2.0 to 2.5 L1 (in) 5.46 End 1 L2 (in) 5.45 L3 (in) 5.45 l 4 (in) 5.46 LAVG (in) 5.46 D1 (in) 2.40 D2 (in) 2.40 DAVG (in) 2.40 2 Area (in ) 4.52 3 Volume (in ) 24.7 lAvG/DAVG 2.3 End 2 PASS or FAIL PASS MP-402 L7-12-H DimlogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-583 of 598
ame Dimension log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33} I Project Name I Clinch River SMR Boring No. MP-402 I Project No. I 6468-13-1072 Sample No. L7*12-H Sample Depth (ft) 109.3'-110.5' Side Straightness (ASTM 04543*08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0100 PASS Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0~0370 0.0240 Max Gap I LAvG 0.0068 FAIL MP-402 L7-12*H DimlogSV 04543*08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-584 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-402 I Project No. I 6468-13-1072 Sample No. L7-12-H Sample Depth (ft) 109.3'-110.5' End Flatness & Parallelism Tolerance (ASTM 04543-08. Section 9.2.2. Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.2s*. Distance (in) End 1 Along 0 1 End 1 Along 0 2 End 1 Along 0 3 0.00 0.4108 0.4030 0.4089 0.24; 0.4108 0.4031 0.4089 0.48 0.4111 0.4048 0.4089 0.72 0.4111 0.4060 0.4089 0.96 0.4100 0.4065 0.4089 1.20 0.4086 0.4066 0.4087 1.44 0.4069 0.4066 0.4073 1.68 0.4049 0.4064 0.4056 1.92 0.4033 0.4043 0.4043 2.16 0.4005 0.4027 0.4023 Distance (in) End 2 Along 0 1 End 2 Along D2 End 2 Along D3 0.00 . 0.4093 0.4034 0.4104 0.24 0.4103 0.4033 0.4104 0.48 0.4105 0.4040 0.4104 0.72 0.4105 0.4067 0.4104 0.96 0.4099 0.4070 0.4100 1.20 0.4087 0.4070 0.4087 1.44 0.4072 0.4070 0.4075 1.68 0.4057 0.4070 0.4061 1.92 0.4031 0.4068 0.4042 2.16 0.4004 0.4068 0.4030 01 02 03 Maximum departure from best-fit straight line (in) 0.003 0.003 0.002 PASS or FAIL FAIL FAll FAll Maximum angular diff. between opposing best-fit lines (deg) MP-402 L7-12-H DlmLogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-585 of 598
"'C(") ~= t1) ~ G):; a,:;o ln ;::* cot!) 0 c -Ill enS" Clinch River SMR MP-402 ~:;o 6468-13-1072 L7-12-H t1)
"'C 109.3'-110.5' 0
~ .--------
~
~ o.415o , _ _ End 1 Along 01 End 1 Along 02 End 1 Along 03 I
- 0.4070 ,------------=-------- 0.4120 . . , . - - - - - - - _ _ _ _ _ : : : _ __ _ _ __
~- ------------- t + * + _..._ ____ _
""'(") 0.4060 f --*'-- ---- 0.4100- --~4--*- +
- o 0.4100 f -*-
"P
.... 0.4050 t===<~===--=========---
0.4050 1:t - - "?:::-_+=::
........ 0.4040 t -----+ - ::::: -----~:==~,-=-=----_---
....~ 0.4000 1'-------------~~~- 0.4030 - -; - - v= 0.0004x + 0.40461 0.4040 lv--0.0029x+0.4104J --*--._
-I 0.4020 -
"' +
03950 :;--~:;;-------:~--~~--~---- 0.4020 -!----~---~---~----~---- o.4ooo L--~---~--~---::-:::-----:;- 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 o.415o End 2 Along 01 o.41oo End 2 Along 02 o.414o t;._ End 2 Along 03 0.4120 0.4100 ~---- 0.4080 -
---~
0.4050 ---~--~ 0.4080 [ - o.40oo - - - : : 0.4060 ~ <:*_~ Iv- -o.oo42x + a.41211 .--=-::-:: 0.4060 ------ J -a 0018x+0.404 0.4040 __.,- y- . 0.4040 ~ lv=-0.0036x+0.4l21 ~ 0.4020 - ... - - 0.3950 );----::---:----:-:---~--~--~ 0.4020 +-----..,.-----..,.-----..-----..----~ 0.00 050 1.00 1.50 0.00 0.00 '+ 2.00 2.50 050 1.00 1.50 2.00 250 050 1.00 150 2.00 250 Prepared by/Date: Joey Dally £U);i;rz/JlJ Checked by/Date: rfl Pre.- { - U -/4
ame Dimension Log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Daily jJJ t!J 7/;l! Project No. 6468-13-1072 Date 11812014 Boring No. MP-403 Reviewed by .j\1\~ Run No. NIA Date '~*-z,(:, -I L\ 3 Sample No. L7-14-H Unit Weight (g/cm ) 2.687 Sample Depth (ft) 23.2-24.1 Unit Weight (lbs/ft 3
) 1.fi7:7" 1&!8 ?JM-~ '
Mass (g) 1047.88 Temp. (°F I 'C} 71.2 I 21.8 Moisture Cond. Laboratory Air Dry Specific Gravity 2.69 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-06231512312014 Parallel Bars CLT-06261 512012014 V-B lock CLT-06251512012014 Scale CLT-03701 911812014 Displacement Gage CLH7211 6/1712014 Steel Rule CLT-05561 911012014 Feeler Gage Set CLT-0557/9/1712014 Square CLT-06221 5120/2014 Calipers CLT-0260/5121/2014 Length/Diameter Ratio (ASTM D4S43-08, Sections 7.2 and 10): Check that LAvG I DAvG =2.0 to 2.5 End 1 l1 (in) 5.29 Lz (in) 5.30 L3 (in) 5.31 L4 Oril 5.31 lAVG (in) 5.30 D1(in) 2.39 D2 (in) 2.39 DAvG (in) 2.39 2 Area (in ) 4.49 3 Volume (in ) 23.8 LAvG/DAvG 2.2 End 2 PASS or FAIL PASS MP-403 L7-14-H DimLogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-587 of 598
ame Dimension log for Intact Rock Cores *.*,.*.*,*.*,*.'*..*.'....*.. .* ...** *',* ',*'.*'. :*:
- pa,. g,,..e,., 2**.o*t...3
' 1 1.
ASTM 04543~08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-403 I Project No. I 6468-13-1072 Sample No. L7-14-H Sample Depth (ft) 23.2-24.1 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0080 PASS Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2l: Check that Max Gap I LAvG is less than or equal to 1/230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0100 0.0140 Max Gap I LAvG 0.0026 PASS MP-403 L7-14-H DimlogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-588 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-403 I Project No. I 6468-13-1072 Sample No. L7-14-H Sample Depth (ft) 23.2-24.1 End Flatness & Parallelism Tolerance (ASTM D4543-08, Section 9.2.2, Procedure FP2l: Checl< that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance (in) End 1 Along D1 End 1 Along D2 End 1 Along D3 o.oo 0.2185 0.2194 0.2156 0.24 0.2196 0.2243 0.2179. 0.48 0.2204 0.2243 0.2195 0.72 0.2225 0.2254 0.2209 0.96 0.2243 0.2254 0.2237 1.20 0.2243 0.2254 0.2248 1.44 0.2261 0.2266 0.2271 1.68 0.2271 0.2269 0.2288 1.92 0.2276 0.2276 0.2297 2.16 0.2279 0.2293 0.2299 Distance (in) End 2 Along 0 1 End 2 Along D2 End 2 Along 0 3 o.oo 0.2130 0.2216 0.2191 0.24 0.2166 0.2243 0.2208 0.48 0.2185 0.2253 0.2225 0.72 0.2208 0.2256 0.2236 0.96 0.2225 0.2258 0.2257 1.20 0.2253 0.2259 0.2269 1.44 0.2267 0.2259 0.2270 1.68 0.2283 0.2259 0.2281 1.92 0.2308 0.2259 0.2280 2.16 0.2315 0.2283 0.2280 01 D2 Dg Maximum departure from best-fit straight line (in) 0.001 0.003 0.002 PASS or FAIL PASS FAIL FAIL Maximum angular diff. between opposing best-fit lines (deg) MP*403 L7-14-H DimLogSV 04543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-589 of 598
"'C(") ~= t1) ~ G):; a,:;o ln ;::* <Dtl) o"" 0 c -Ill enS" Clinch River SMR Boring No. MP-403 ~:;o 6468--13-1072 Sample No. l7-14-H t1)
"'C Sample Depth {ft) 23.2-24.1 0
~ ------------------~-----~
~ End 1 Along 01 o.235o End 1 Along 03
- 0.2320 - , - - - - - - - - - - - - - - - - - - 02320 ~End 1 Along 02 t 0.2300 " ' _
""'(") 0.2300 . --~
- o 0.2280 1 _00i;
- . onro~ -~
"P 0.2260 t ---:>~ 0.2250 . ~-- :::::----
.... 0.2240 lonoo-~= 0.2200 ----:::::-----
....~ ~~~~ ~*- ,-u.w~'A' U~"UUf Ir 0.2200 -
- ?:~~*"'=1 0.2160 +-----,-----,----...,----...,---- 0.2180 +-----....---~---~~---~----, 0.2100 +----,-----..----..----..----.
0.00 0.50 1.00 1..50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50
~=-- ::~"'I 0.00 0.50 1.00 1..50 2.00 2.50 o.235o End 2 Along 01 1 End 2 Along 02 End 2 Along 03 0.2350 c I I 1 0.2300 c---------~~-------
I ( 0.2300 -* - - ' 0.2300 L -- *- 0.2250 0.2280§-~:~ 0.2260 0.2250 0.2200~~-- 0.2240~~
~ lv=0.0085x+0.21431 ------- lv=O.OD19x+0.2234j 0.2200 0.2220 £.==-----------'========'---
0.2150 ~- >-"" l. lv~ o:Oo43;;-+-Q2203j 0.2100 +----..,----~----~---~---~ 0.2200 +----.---~---.---~--~ 0.2150 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1..50 2.00 2.50 Prepared by/Date: Joey Daily JfJ i f;;rz/11{ Checked by/Date: ,r/1 >tz.- { - U -I'-{
ame Dimension Log for Intact Rock Cores ASTM 04543~08 (with deviations per SDDR-33) Project Name Clinch River SMR Tested by J. Daily j}Jj;b.7/Jl/ Project No. 6468-13-1072 Date 111412014 Boring No. MP-403 Reviewed by fV\.Pre Run No. NIA Date kck"lt...l 3 Sample No. L7-16-H Unit Weight (g/cm ) 2.830 Sample Depth (ft) 114.2'-115.3' Unit Weight (ibs/ft 3
) 1-7*6:7 111 .~;:!.- 3 Mass (g) 1103.57 Temp. (°F I *q 73.0 I 22.8 Moisture Cond. Laboratory Air Dry Specific Gravity 2.84 Equipment ID No. I Calibration Due Equipment ID No. I Calibration Due Support Surface CLT-062315/2312014 Parallel Bars CLT-06261 512012014 V-Biock CLT-06251512012014 Scale CLT-03701 911812014 Displacement Gage CLT-07211 611712014 Steel Rule CLT-05561 911012014 Feeler Gage Set CLT-0557/ 911712014 Square CLT-06221 512012014
*Calipers CLT-0260/ 512112014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10):
Check that LAvG I DAvG =2.0 to 2.5 End 1 L1 (in) 5.30 L2 (in) 5.30 L3 (in) 5.30 L4 (in) 5.30 LAVG (in) 5.30 D1 (in) 2.39 D2 (in) 2.39 DAVG (in) 2.39 4.49 I 23.8 I
- -)--"
2.2 I End 2 PASS or FAIL PASS MP-403 L7-16-H DimLogSV D4543-08 R1.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-591 of 598
ame Dimension log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-403 I Project No. I 6468-13-1072 Sample No. L7-16-H Sample Depth (ft) 114.2'-115.3' Side Straightness (ASTM 04543-08, Section 9.1.1. Procedure 51): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0200 PASS Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230 =0,0043. At End 1 At End 2 Maximum Gap (in) 0.0150 0.0180 I* Max Gap I LAVG 0.0034 PASS MP-403 L7-16-H DimlogSV D4543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-592 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-403 I Project No. I 6468-13-1072 Sample No. L7-16-H Sample Depth (ft) 114.2'-115.3' End Flatness & Parallelism Tolerance (ASTM 04543-08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance (in) End 1 Along 0 1 End 1 Along 0 2 End 1 Along 0 3 0.00 0.2414 0.2389 0.2356 0.24 0.2420 0.2413 0.2380 0.48 0.2431 0.2430 0.2401 0.72 0.2446 0.2440 0.2429 0.96 0.2462 0.2448 0.2452 1.20 0.2472 0.2465 0.2466 1.44 0.2475 0.2473 0.2477 1.68 0.2475 0.2478 0.2482 1.92 0.2475 0.2480 0.2486 2.16 0.2473 0.2481 0.2487 Distance (in) End 2 Along 0 1 End 2 Along D2 End 2 Along 0 3
- o.oo 0.2423 0.2421 0.2410 0.24 0.2423 0.2421 0.2410 0.48 0.2433 0.2422 0.2420 0.72 0.2445 0.2440 0.2436 0.96 0.2455 0.2453 0.2451 1.20 0.2464 0.2467 0.2467 1.44 0.2475 0.2474 0.2478 1.68 0.2480 0.2480 0.2487 1.92 0.2481 0.2482 0.2489 2.16 0.2483 0.2482 0.2491 01 Dz 03 Maximum departure from best-fit straight line (in) 0.001 0.002 0.002 PASS or FAIL PASS FAIL FAIL MP-403 L7-16-H DimlogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-593 of 598
"'C(") ~= t1) ~ G):; a,:;o ln ;::* <Dtl) 0 c -Ill enS" Clinch River SMR Boring No. MP-403 ~:;o 5468-13--1072 Sample No- L7-16-H t1)
"'C Sample Depth (ft) U4.2'-U5.3' 0
~
~ End 1 Along Dl End 1 Along D2
- 0.2520 -.----------=-------- 0.2520 .,----------=-------- o.255o End 1 Along D3 ~
""'(") . 0.2500 -~; : - J ~ o.25oo :;---::. I
- o ~ rY~ o.oo31x+02421I ___ --
0.2480 l 0.2500 "P I 0.2480 ~f ~-~..,~::;- v-- I 0.2450 ~:>~ .~~ 0.2460 0.2460 ------=-=-~-~~ 02440 *"---~-- t-------- -
........ i 0.2400 I 0.2440 - ~ 02420 --~/- !
....~ 0.2350 f.
- I 0.2420- == _<~t----- ~--- ! IY- 0.0063x + 0.2374j 02400
"' jy-o.oo42x+0.2405f l 0.2400 .f---~~--~---~---~--~ 0.2380 ! 0.2300 +----~---~---~---r-------.
0.00 0.50 1.00 1.50 2.00 2.50 I 0.00 0.50 1.00 1.50 2.00 2.50 ! 0.00 0.50 1.00 1.50 2.00 2.50 o.25zo c End 2 Along Dl o252o End 2 Along D2 End 2 Along'-0_3'------ 0.2550 1 0.2500 > o.z480 1-~~~~~~~l-------::=---== Iv o~oo3zx + o.z4211 ___ - - 0.2500 t --~
. _ ... -p~ 0.2500~ ~*
0.2480 * ~--~--- 0.2460 ~~ - --- ..____ -- 0.2460~-;22--- --~~ - 0.2450 ~========== 0.2440~-~ 0.2440- --- ~ t_---- -----
!:"- --~--- 0.2420 ~--- y-o.0035x+0.2417' 0.2400 l - --
0.2420 'i'~;."-=-""""'"-'------------------- 0.2400 +~----,----,----,----,------, f lv~o.0044x+0.2406[ 0.2400 +------------~---~--~ 02350 I t, *
- 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 . 0.00 0.50 1.00 1.50 2.00 2.50 Prepared by/Date: Joey Daily ;fJ 1/rx ziN Checked by/Date: Mm ( - U -1 '-/
Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33} Project Name Clinch River SMR Tested by J. Daily J.JJ ;J:;o/JJ./ Project No. 6468-13-1072 Date 1/15/2014 Boring No. MP-421 Reviewed by {'ri/}C Run No. N/A Date (-'U.~It4 3 Sample No. L7-27-H Unit Weight (g/cm ) 2.805 Sample Depth (ft) 225.6-226.2 Unit Weight (lbs/ft') 1~- 115 ~.).-? Mass (g) 1061.71 Temp. (°F I 'C) 70.4 I 21.3 Moisture Cond. Laboratory Air Dry Specific Gravity 2.81 Equipment ID No./ Calibration Due Equipment ID No./ Calibration Due Support Surface CLT-0623/5/23/2014 Parallel Bars CLT-0626/5/20/2014 V-Biock CLT-0625/5/20/2014 Scale CLT-0370/9/18/2014 Displacement Gage CLT-0721/6/17/2014 Steel Rule CLT-0556/9/10/2014 Feeler Gage Set CLT-0557/ 9/17/2014 Square CLT-0622/ 5/20/2014 Calipers CLT-0260/ 5/21/2014 Length/Diameter Ratio (ASTM D4543-08, Sections 7.2 and 10): Check that LAvG / DAvG =2.0 to 2.5 End 1 L1 (in) 5.14 L2 (in) 5.14 L3 (in) 5.13 L4 (in) 5.14 LAvG (in) 5.14 D1 (in) 2.39 D2 (in) 2.38 DAVG (in) 2.39 2 Area (in ) 4.49 3 Volume (in ) 23.1 LAvG/DAvG 2.2 End 2 PASS or FAIL PASS MP-421 L7*27-H DimlogSV D4543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-595 of 598
ame Dimension Log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name . I Clinch River SMR Boring No. MP-421 I Project No. I 6468-13*1072 Sample No. L7*27-H Sample Depth (ft) 225.6-226.2 Side Straightness (ASTM 04543-08, Section 9.1.1, Procedure S1): Check that the maximum gap between specimen and flat surface does not exceed 0.020 in. Max Gap (in) 0.0180 PASS Perpendicularity (ASTM 04543-08, Section 9.3.2, Procedure P2): Check that Max Gap I LAvG is less than or equal to 11230 =0.0043. At End 1 At End 2 Maximum Gap (in) 0.0160 0.0180 Max Gap I LAvG 0.0035 PASS MP-421 L7-27-H DimLogSV 04543-08 Rl.xlsx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.6-596 of 598
ame Dimension log for Intact Rock Cores ASTM 04543-08 (with deviations per SDDR-33) I Project Name I Clinch River SMR Boring No. MP-421 I Project No. I 6468-13-1072 Sample No. L7-27~H Sample Depth (ft) 225.6-226.2 End Flatness & Parallelism Tolerance (ASTM 04543*08, Section 9.2.2, Procedure FP2): Check that flatness does not depart from best-fit straight line by more than 0.001 in. Check that maximum angular difference between opposing best-fit straight lines is no more than 0.25'. Distance (In) End 1 Along D1 End 1 Along D2 End 1 Along D3 o.oo 0.5029 0.5087 0.5029 0.24 0.5029 0.5087 0.5045 0.48 0.5049 0.5087 0.5059 0.72 0.5049 0.5085 0.5059 0,96 0.5049 0.5078 0.5059 1.20 0.5049 0.5070 0.5059 1.44 0.5049 0.5059 0.5059 1.68 0.5049 0.5047 0.5054 1.92 0.5049 0.5033 0.5041 2.16 0.5042 0.5017 0.5021 Distance (in) End 2 Along D1 End 2 Along D2 End 2 Along D3 0.00 0.5029 0.5053 0.5039 0.24 0.5033 0.5054 0.5039 0.48 0.5041 0.5054 0.5041 0.72 0.5045 0.5054 0.5043 0.96 0.5045 0.5054 0.5046 1.20 0.5045 0.5054 0.5046 1.44 0.5045 0.5054 0.5046 1.68 0.5045 0.5050 '0.5046 1.92 0.5037 0.5042 0.5039 2.16 0.5026 0.5032 *0.5024 Dl Dz Ds Maximum departure from best-fit straight line (in) 0.001 0.001 0.002 PASS or FAIL PASS PASS FAIL MP-421 L7-27-H DimLogSV D4543-08 Rl.x/sx Clinch River Data Report Rev. 4 CRP-1112.16 Page G.S-597 of 598
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"C Sample Depth (ft) 225.6-226.2 0
~
~ ~- End 1 Along 01 o.s12o End 1 Along 02 End 1 Along 03
- 0.5070 lo.5~y-- ---=---------
""'(") 0.5060 E ________________...,._.___ 0.5060
- o + ---
0.5080§-+- - 0.5050 "P
.... 0.5050c~=
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0.5060 0.5040 0.5040 os=r ~-- ---------- p==- --- -* ---~-- 0.5030 .r.----------------------
....~ 0.5030 +-~* 0.5020 ---~ 0.5020 *[=-r;;~;;;;;~::~:::::',-------
o.sooo IY -~ 0033x+ o.5,11 --- 0.5010 f lv~-a.?003x+0.50521
- 0.5020 } Iy- 0.0006x + 0.5037 ~
0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 o.5o55 E End 2 Along 01 o.so1o End 2 Along 02 05060 End 2 AlongL0=3_ _ _ __ 0.5050 iE:-:::=-=c::-::-=-=-=c=:-===-===~~= ------ - 0.5045 r- - ----; -; -- - -- 0.5060 - 0.5050 * - - - - - - - - - - - - - - -
--- f + + + + ----
0.5040J e *. * * * * + --- 0.5050 t-:~-----=~-===:__--.~ _ _::_::____ 0.5040 t 0.5035 t . + r= * * .. 0.5030 " + -- 0.5030 0.5040 0.50251 ----- - - ----- - lv=-0.0007x+0.50581 - - - - - - - - - _ r----_------ .__________ _ 0.5020 ~ IY~ 5E-05x + 0.50391 ;L__ t lv~-o.ooo3x+0.50441 + 0.5030 --* 0.5020 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 0.00 0.50 1.00 1.50 2.00 2.50 I Prepared by/Date: Joey Daily jJ) ;/97/J9 Checked by/Date: ./VI /tC.... l - 6{.-(Lt}}