ML19030A984
| ML19030A984 | |
| 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: ML19030A984 (7) | |
Text
APPENDIX F.3- Soil Compaction Test Results- No Change for Rev. 4 ame Clinch River Data Report Rev. 4 CRP-1112.16 Page F.3-1 of 7
ASTM 01557-12 Curve No.: TP-1 ,S-1 Project No.: 6464131072 Date: 10/20/13 Project: Clinch River SMR Project Client: Bechtel Project No: 25847-601 Source of Sam'ple: TP-1 Depth: 6-8' (Bulk)
Sample Number: S-1 Remarks: Specific Gravity is assumed Hammer Type: Automatic MATERIAL DESCRIPTION
Description:
Brownish Red Fat CLAY with Sand Classifications - uses: cH AASHTO: A-7-6(30)
Nat. Moist. = 32.2 % Sp.G. = 2.700 Liquid Limit= 61 Plasticity Index= 37
% < No.200 = 77.7%
TEST RESULTS Maximum dry density= 109.0 pcf Optimum moisture= 16.7%
140 \ \ Test specification:
\ ASTM D 1557-12 Method C
\ \. \
I'\. 1\
130 \
I\. '\.
\. '\.
1'\. \.
1\. '\
'\.
120 '\ 100% SATURATION CURVES i'\_ FOR SPEC. GRAV. EQUAL TO:
'\
1\. 1"- 2.8
't3 " "1'\. ."\
2.7 110 "' ~
2.6 0..
_../. ) - r-, ~~
~ -(' 1'--
'(j) c .......
~
Q)
-o 1'\.
e:-
0 100 ........ ['..._
' 1'1'\. I"""'
I"""' '- ........
90 '-. ........
I'-. '~'--
......_ r--. 1""-
!"'- ....... I'-.
80
- 1- - 1-70 0 5 10 15 20 25 30 35 40 Water content, %
. Figure TP-1,8-1
~~---------------------------------AMEC----------------------------------~
Tested By: -'C"""'S"'-----"-~-'_ _ _ _ _ _ _ Checked By: =L=BJ"--.-~~'~'-~-'/\-='--_ _ _ _ _ __
Clinch River Data Report Rev. 4 CRP-1112.16 Page F.3-2 of 7 0
MOISTURE DENSITY TEST DATA 1/13/2014 Client: Bechtel Project No: 25847-601 Project: Clinch River SMR Project Project Number: 6464131072 Location: TP-1 Depth: 6-8' (Bulk) Sample Number: S-1
Description:
Brownish Red Fat CLAY with Sand Liquid Limit: 61 Plasticity Index: 37 Natural Moisture: 32.2 Date: 10/20/13 USCS Classification: CH AASHTO Classification: A-7-6(30)
Testing Remarks: Specific Gravity is assumed Hammer Type: Automatic "P[eparation Method: Dry Tested by: CS C/1 Checked by: LBJ ~
Percent passing 3/4 in. sieve: 95.3 Test Specification:
Type of Test: ASTM D 1557-12 Method C Mold Dia: 6.00 Hammer Wt.: 10. lbs Drop: 18" Layers: 5 Blows per Layer: 56 r~
Point No. 1 109.5
~'~
Wt.M+S 9840.6 10014.8 10076.6 10010.2
.70 Wt.M 5723.9 5723.9 5723.9 5723.9 Wt.W+T 889.5 1002.1 703.1 663.5 I
108
\ Wt. D+T 815.4 904.3 639.9 599.7
\ \ Tare 286.0 292.6 292.2 295.7
\\
106.5 -'ti Moist.
0
~\
0.
- ~c: Dry Den.
Ql 0
105 0
(
103.5 Moisture ontent 1 %
102 11 13 15 17 19 21 23
~------------------------------------AMEC ------------------------------------~
Clinch River Data Report Rev. 4 CRP-1112.16 Page F.3-3 of 7
ASTM 01557-12 Curve No.: TP-2,S-1 Project No.: 6464131072 Date: 10/20/13 Project: Clinch River SMR Project Client: Bechtel Project No: 25847-601 Source of Sample: TP-2 Depth: 1-2.5 (Bulk)
Sample Number: S-1 Remarks: Specifc Gravity is as~umed Hammer Type : Automatic MATERIAL DESCRIPTION
Description:
Brown Sandy Lean CLAY Classifications - uses: cL AASHTO: A-7-6(13)
Nat. Moist.= 16.5% Sp.G. = 2.705 Liquid Limit= 46 Plasticity Index= 27
% < No.200 = 59.1 %
ROCK CORRECTED TEST RESULTS UNCORRECTED Maximum dry density== 122.7 pcf 120.6 pcf Optimum moisture== 10.3% 10.9%
140 1\ 1\ Test specification:
1\ ASTMD 1557-12 Method C
\ 1\ 1_:--., ASTM D 4718-87 Oversize Correction Applied to Final Results 1\ 1\
1\ \
130 1\ \
\ I'\
1'\. 1\
1\ '\
I'\
120 v --c 1'\ 100% SATURATION CURVES
<'f 1\ \ FOR SPEC. GRAV. EQUAL TO:
'\
1\ 1\ 2.8 4- ' '\
1\
1\ ~
2.7 2.6
(.)
- 0. 110 '\
~ ~)...,
~
'iii c
' "'- "\
~"'-
1""'- "
Q)
"0
""'1""'"-
- - 100 t'--,
0
!'..... 1""' -
1""'-
90 r--.....
I""' ~
1'-.... ~ .........
I'-- f'-,_ I'--
!"- 1'..
80 70 0 5 10 15 20 25 30 35 40 Water content, %
Figure TP-2,SS-l
~-----------------------------------AMEC------------------------------------~
Tested By: ~c" s"'- - - - '&J" 1"'-_,-'_ _ _ _ _ _ _ Checked By: ,L=BJ,___~--fl--',~~r-----------
Clinch River Data Report Rev. 4 CRP-1112.16 Page F.34 of 7
MOISTURE DENSITY TEST DATA 1/13/2014 Client: Bechtel Project No: 25847-601 Project: Clinch River SMR Project Project Number: 6464131072 Location: TP-2 Depth: 1-2.5 (Bulk) Sample Number: S-1
Description:
Brown Sandy Lean CLAY Liquid Limit: 46 Plasticity Index: 27 Natural Moisture: 16.5 Date: 10/20/13 USGS Classification: CL AASHTO Classification: A-7-6(13)
Testing Remarks: Specifc Gravity is assumed Hammer Type : Automatic Preparation Method: Dry Tested by: CS aD Test Specification:
Type of Test: ASTM D 1557-12 Method C Mold Dia: 6.00 Hammer Wt.: 10. lbs Drop: 18" Layers: 5 Blows per Layer: 56 123
~VSpG Wt, M+S 9975.6 10199.2 10325.0 10339.5 2.71 Wt.M 5723.9 5723.9 5723.9 5723.9
\
. 121.5 Wt.W+T 826.9 930.9 795.7 844.6 Wt. D+T 781.7 875.4 739.1 777.2 120 'tl i f~ Tare 136.2 292.5 296.0 292.2 I
1\
0.
.12 0
"'c:
Q) ~
I \
2:'
118.5 0
\
117 ()
Moisture ontent 1 %
115.5 5 9 11 13 15 17 Rock Corrected Results:
Uncorrected Results:
Rock Correction Data:
Correction Method: ASTM D 4718-87 Percentage of Oversize Material (%> 3/4 in.): 6.1 Bulk Specific Gravity of Oversize Material: 2.700 Oversize Material Moisture Content: .7 Note: the rock correction was applied to the calculated max. density and opt. moisture values.
~---------------------------------- AMEC ----------------------------------~
Clinch River Data Report Rev. 4 CRP-1112.16 Page F.3-5 of 7
ASTM 01557-12 Project No.: 6464131072 Date: 10/18/13 Project: Clinch River SMRProject Client: Bechtel Project No: 25847-601 Source of Sample: TP-3 Depth: 3-6' (Bulk)
Sample Number: S-1 Remarks: Hammer Type: Automatic Preparation Method: Dry MATERIAL DESCRIPTION
Description:
Brownish Red Clayey SAND Classifications
- uses: sc AASHTO: A-7-6(7)
Nat. Moist. = 20.9% Sp.G. =
Liquid Limit= 58 Plasticity Index = 31
% < No.200 = 41.0%
TEST RESULTS Maximum dry density= 105.4 pcf Optimum moisture = 17.4 %
140 \ 1\ Test specification:
\. ASTMD 1557-12 Method C
\ II\ \.
1\. 1\
130 i\. \.
1\. \
\ 1\.
120
"' 1\ \
\
!\.
100% SATURATION CURVES
\.
"\
FOR SPEC. GRAV. EQUAL TO:
["-. 1"". 2.8 1\ '<;
2.7
't5
- 0. 110 " "" ~
~ ~
2.6
~ (f) c " "' " "
a>
""0 2:' 100 v
!'-.. I"'-
~'
0 \._
I"'- ~
....... ~"---, I"'-
1""- I'-.
I'.
90 ......__
....... I'--
.....,__ I" "'-......,
'I'- ........ ........
I'-- "
80 70 0 5 10 15 20 25 30 35 40
.water content, %
Figure TP-3,S-1
~ ...........................................................................................AMEc ..........................................................................................~
Tested By: __,C=S,______t<_~------ Checked By: =LB=J'------tf+.fr-1-~-A-k_ _ _ _ __
Clinch River Data Report Rev. 4 CRP-1112.16 Page F.3-6 of 7
MOISTURE DENSITY TEST DATA 1/13/2014 Client: Bechtel Project No: 25847-601 Project: Clinch River SMR Project Project Number: 6464131072 Location: TP-3 Depth: 3-6' (Bulle) Sample Number: S-1
Description:
Brownish Red Clayey SAND Liquid Limit: 58 Plasticity Index: 31 Natural Moisture: 20.9 Date: 10/18/13 USGS Classification: SC AASHTO Classification: A-7-6(7)
Testing Remarks: Hmmner Type: Automatic Preparation Method: Dry Specific Gravity is assumed= 2.700 Tested by: CS @
Percent passing 3/4 in. sieve: 95.8 Test Specification:
Type of Test: ASTM D 1557-12 Method C Mold Dia: 6.00 Hammer Wt.: 10. lbs Drop: 18" Layers: 5 Blows per Layer: 56 109 Wt. M+S 9579.2 9861.2 9954.3 9923.1 Wt.M 5723.9 5723.9 5723.9 5723.9 107 Wt.W+T 808.4 699.8 791.3 757.2 Wt. D+T 727.6 643.7 707.2 672.0 Tare 145.0 295.9 285.6 292.8 r----,_
I
./
105 't;
- 0. Moist.
~
~c: Dry Den.
Q) 0 1:-
I
. 103 0
\
~
j 101 u 99 Moisture ontent,%
13 15 17 19 21 23 25 Test Results:
~------------------------------------AMEC ------------------------------------~
Clinch River Data Report Rev. 4 CRP-1112.16 Page F.3-7 of 7