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 Clinch River Data Report Rev. 4 CRP-1112.16 Page F.3-1 of 7 a me

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 -

Nat. Moist. = 32.2 %

Liquid Limit= 61 uses: cH Maximum dry density= 109.0 pcf Optimum moisture= 16.7%

AASHTO: A-7-6(30)

Sp.G. = 2.700 Plasticity Index= 37

% < No.200 = 77.7%

TEST RESULTS 140

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Test specification:

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ASTM D 1557-12 Method C

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I'\\.

1\\

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I\\. '\\.

130

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'\\.

1'\\.

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1\\. '\\

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100% SATURATION CURVES

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120 i'\\_ "

FOR SPEC. GRAV. EQUAL TO:

't3 110 0..

~

'(j) c Q)

-o

'\\

1\\. 1"-

1'\\.."\\

2.8

" "' ~ 2.7

_../. )-r-, ""

~ ~

2.6

-('

1'--"'

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1'\\. "'

e:-

100 0

['..._

1'1'\\. I"""'

I"""'

90 I'-.

'~'--

......_ r--. 1""-

80 1-70 0

5 10 15 20 25 30 35 Water content, %

....... I'-.

1-40

. Figure TP-1,8-1

~~---------------------------------AMEC----------------------------------~

Tested By: -'C"""'S"'-----"-~-' _______ Checked By: =L=BJ"--.-~~'~'-~-'/\\-='--______ _

Clinch River Data Report Rev. 4 CRP-1112.16 0

Page F.3-2 of 7

MOISTURE DENSITY TEST DATA Client: Bechtel Project No: 25847-601 Project: Clinch River SMR Project Project Number: 6464131072 Location: TP-1 Depth: 6-8' (Bulk)

==

Description:==

Brownish Red Fat CLAY with Sand Sample Number: S-1 Natural Moisture: 32.2 1/13/2014 Liquid Limit: 61 Date: 10/20/13 Plasticity Index: 37 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 Percent passing 3/4 in. sieve: 95.3 Test Specification:

Type of Test: ASTM D 1557-12 Method C Checked by: LBJ ~

Mold Dia: 6.00 Hammer Wt.: 10. lbs Drop: 18" Layers: 5 Blows per Layer: 56 Point No.

1 109.5 r ~ ~'~

.70 I

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-'ti

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0.

0

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• ~

c:

Ql 0

0

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(

Wt.M+S 9840.6 10014.8 Wt.M 5723.9 5723.9 Wt.W+T 889.5 1002.1 Wt. D+T 815.4 904.3 Tare 286.0 292.6 Moist.

Dry Den.

108 106.5 105 103.5 102 Moisture ontent1 %

11 13 15 17 19 21 23 10076.6 10010.2 5723.9 5723.9 703.1 663.5 639.9 599.7 292.2 295.7

~------------------------------------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

==

Description:==

Brown Sandy Lean CLAY MATERIAL DESCRIPTION Classifications -

Nat. Moist.= 16.5%

Liquid Limit= 46 uses: cL AASHTO: A-7-6(13)

Sp.G. = 2.705 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\\

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Test specification:

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ASTMD 1557-12 Method C

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ASTM D 4718-87 Oversize Correction Applied to Final Results 1\\

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130

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I'\\

100% SATURATION CURVES v

--c 1'\\

<'f 1\\ \\

FOR SPEC. GRAV. EQUAL TO:

120 4-(.)

110

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'iii c

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2.8 1\\ "'

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100 0

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r--..... -.....

I""'

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90 1'-.... ~

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80 70 0

5 10 15 20 25 30 35 Water content, %

f'-,_ I'--

!"- 1'..

40 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

Client: Bechtel Project No: 25847-601 Project: Clinch River SMR Project Project Number: 6464131072 Location: TP-2 Depth: 1-2.5 (Bulk)

==

Description:==

Brown Sandy Lean CLAY Liquid Limit: 46 MOISTURE DENSITY TEST DATA 1/13/2014 Sample Number: S-1 Natural Moisture: 16.5 Date: 10/20/13 Plasticity Index: 27 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 2.71 if ~ \\

'tl

0.

~ 1\\

.12 I

c:

Q) 0 2:'

0 I

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. 121.5 120 118.5 117 115.5 Moisture ontent1 %

5 9

11 13 15 17 Rock Corrected Results:

Uncorrected Results:

Rock Correction Data:

Correction Method: ASTM D 4718-87 Wt, M+S Wt.M Wt.W+T Wt. D+T Tare 9975.6 5723.9 826.9 781.7 136.2 10199.2 5723.9 930.9 875.4 292.5 10325.0 5723.9 795.7 739.1 296.0 Percentage of Oversize Material (%> 3/4 in.): 6.1 Oversize Material Moisture Content:.7 Bulk Specific Gravity of Oversize Material: 2.700 Note: the rock correction was applied to the calculated max. density and opt. moisture values.

10339.5 5723.9 844.6 777.2 292.2

~---------------------------------- 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

• Nat. Moist. = 20.9%

Liquid Limit= 58 uses: sc Maximum dry density= 105.4 pcf Optimum moisture = 17.4 %

AASHTO: A-7-6(7)

Sp.G. =

Plasticity Index = 31

% < No.200 = 41.0%

TEST RESULTS 140

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Test specification:

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ASTMD 1557-12 Method C

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1\\.

1\\

i\\. \\.

1\\. \\

130

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100% SATURATION CURVES 120

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FOR SPEC. GRAV. EQUAL TO:

't5

0.

110

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(f) c a>

""0 2:'

100 0

90 80 70 0

v

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5 10 15

["-. 1"".

" 1\\ '<;

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20

.water content, %

2.8 2.7 2.6 I"'-

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1""-

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....... I'--

.....,__ I" "'-......,

'I'-................

25 30 35 I'-- "

40 Figure TP-3,S-1

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........................................................................................... 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

Client: Bechtel Project No: 25847-601 Project: Clinch River SMR Project Project Number: 6464131072 Location: TP-3 Depth: 3-6' (Bulle)

==

Description:==

Brownish Red Clayey SAND MOISTURE DENSITY TEST DATA 1/13/2014 Sample Number: S-1 Natural Moisture: 20.9 Liquid Limit: 58 Date: 10/18/13 Plasticity Index: 31 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: 56 109 107 105 't;

0.

~

c:

Q) 0 1:-

. 103 0 101 99 13

./ r----,_

I I

j Moisture 15 17 Wt. M+S 9579.2 Wt.M 5723.9 Wt.W+T 808.4 Wt. D+T 727.6 Tare 145.0 Moist.

~

Dry Den.

\\

~

u ontent,%

19 21 23 25 Test Results:

9861.2 9954.3 9923.1 5723.9 5723.9 5723.9 699.8 791.3 757.2 643.7 707.2 672.0 295.9 285.6 292.8

~------------------------------------AMEC ------------------------------------~

Clinch River Data Report Rev. 4 CRP-1112.16 Page F.3-7 of 7