ML19030A984

Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix F.3 - Pages 1-7

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