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FINAL DATA REPORT
Revision 0
GEOTECHNICAL EXPLORATION AND TESTING
SUPPLEMENT 2
DOMINION POWER
NORTH ANNA NUCLEAR POWER STATION
NORTH ANNA 3 PROJECT
MINERAL, LOUISA COUNTY, VIRGINIA
December 16,2009
VOLUME 1
APPENDIXD
Laboratory Test Data
Prepared By:
MACTEC ENGINEERING AND CONSULTING, INC.
RALEIGH, NORTH CAROLINA
MACTEC PROJECT No. 6468-09-2473
Prepared For:
Bechtel Power Corporation
Subcontractor No. 25161-500-HC4-CYOO-0000I
Volume 1, Revision 0
Page 495 of 542
DCN NAP307
GEOTECHNICAL LABORATORY TEST ASSIGNMENT
Volume 1, Revision 0
Job No.
North Anna S-COLA
Job Name
9/28/2009
Date
25161
Page 1 of 2
Requested By
John Davie
Assignment 01, Rev. 1
Grain Size
Analvsis
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STRENGTH TESTS
PHYSICAL PROPERTIES
SAMPLE LOCATION
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Page 496 of 542
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116.9
R-7 II
I x
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M-10(DH)
Core
133.4
R-10 II
I x
x
M-10(DH)
Core
153.4
R-15 II
I x
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M-10(DH)
Core
177.4
R-2011
I x
x
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196.6
R-24 II
I x
x
II NOTE:
Stress increments
~I
and rebound cycles, ksf.
al
~
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~I~
o III
2
x
11.7
CONSOLIDATION
DCN NAP307
Contact John Davie of Bechtel if there are any questions: Phone (301) 228-7647; e-mail [email protected].
(1) For rock core testing, MACTEC will select suitable (and typical) section of the core run for testing, and note actual depth tested.
0
GEOTECHNICAL LABORATORY TEST ASSIGNMENT
Volume 1, Revision 0
Date
Job Name
9/28/2009
. ..........
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Page 497 of 542
!D
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DCN NAP307
M-30(DH)
Core
56.7
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Core
95.3
R-18
x
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134.7
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x
x
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166.7
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196.7
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STRENGTH TESTS
PHYSICAL PROPERTIES
:::l
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Requested By
...
SAMPLE LOCATION
a:
25161
Job No.
North Anna S-COLA
Page 2 of2
, i,'j ....·,'
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iij;;;m• •i ; : : ; : : ; I ' ! : : : . _
g;;fi,:;.:.::>\i,,:
. i .. ,·· . ·.. Dii, •.;",
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Contact John Davie of Bechtel if there are any questions: Phone (301) 228-7647; e-mail [email protected].
(1) For rock core testing, MACTEC will select suitable (and typical) section of the core run for testing, and note actual depth tested.
..
,
,............
"~I ...•..
lr<.· .•
·.'···, •••. :,•.•.... 1
FINAL DATA REPORT
Revision 0
GEOTECHNICAL EXPLORATION AND TESTING
SUPPLEMENT 2
DOMINION POWER
NORTH ANNA NUCLEAR POWER STATION
NORTH ANNA 3 PROJECT
MINERAL, LOUISA COUNTY, VIRGINIA
December 16,2009
VOLUMEl
APPENDIX D.l
Soil Index and Particle Size Distribution Tests
Prepared By:
MACTEC ENGINEERING AND CONSULTING, INC.
.
RALEIGH, NORTH CAROLINA
MACTEC PROJECT No. 6468-09-2473
Prepared For:
Bechtel Power Corporation
Subcontractor No. 25l6l-500-HC4-CYOO-0000l
Volume 1, Revision 0
Page 498 of 542
DCN NAP307
Volume 1, Revision 0
Particle Size Distribution Report ASTM D 422-63 (2007)
100
W; in.
u.s. SIEVE OPENING IN INCHES
3/8 in.
I
1 in. %in.
I
I
%in.
I
II
-
#;tD
tt4
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#20
1'(
90
#30
#60
#40
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60
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50
#140
I
#200
I
1\
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0::
#1 DO
I
80
UJ
HYDROMETER
u.S. STANDARD SIEVE NUMBERS
\
~
~
~r-..
40
Page 499 of 542
30
0
--
........
1-0-~
20
!
~ "'t).
........
10
0
0
Coarse
0.0
% Gravel
Source
0
Boring M-10(DH)
Coarse
0.0
Fine
0.0
Sample #
SS-2
Depth/Elev.
DCN NAP307
Tested By: CS
I
Fiqure
% Sand
Medium
4.9
Date Sampled
11.7-13.2'
9/1/09
Client BECHTEL POWER CORPORATION
Project North Anna 3 Pro; ect
Project No. 6468092473
0.1
1
10
Fine
52.6
NA
Checked By: MOC
1\- 1'2..- Q9
--..,.
'V
o Specific Gravity is assumed
NA = Not Applicable
0.001
% Fines
Material Description
Raleigh, North Carolina
DSC.
Silt
30.2
Red Silty SAND
MACTEC Engineering and Consulting, Inc.
~ "---
0.01
GRAIN SIZE - mm.
uses
SM
............
Clay
12.3
NM%
48.5
LL
59
PL
50
GRAIN SIZE DISTRIBUTION TEST DATA
BECHTEL POWER CORPORATION
North Anna 3 Project
Project Number: 6468092473
Location: Boring M-10(DH)
Depth: 11.7-13.2'
Material Description: Red Silty SAND
Date: 911109
11/4/2009
Client:
Project:
Sample Number:
SS-2
Natural Moisture:
48.5
Plastic Limit: 50
Liquid Limit: 59
Testing Remarks:
USCS Class.:
SM
Specific Gravity is assumed
NA = Not Applicable
Checked by:
Tested by: CS
Cumulative
Pan
Tare Weight
(grams)
Dry
Sample
and Tare
(grams)
Tare
(grams)
242.46
0.00
0.00
52.63
0.00
0.00
Cumulative
Weight
Retained
(grams)
Sieve
Opening
Size
#4
#10
#20
#40
#60
#100
#140
#200
0.00
0.00
0.35
2.59
11.03
21.36
26.69
30.28
MDC
Percent
Finer
100.0
100.0
99.3
95.1
79.0
59.4
49.3
42.5
Hydrometer test uses material passing #10
Percent passing #10 based upon complete sample = 100.0
Weight of hydrometer sample =52.62
Hygroscopic moisture correction:
Moist weight and tare = 29.31
Dry weight and tare =
29.06
Tare weight =
15.53
Hygroscopic moisture = 1.8%
Table of composite correction values:
Temp., deg. C:
10.2
29.5
Compo corr.:
-8.0
-4.0
Meniscus correction only = 1.0
Specific gravity of solids =2.700
Hydrometer type = 152H
Hydrometer effective depth equation: L = 16.294964 - 0.l64* x Rm
Elapsed
Time (min.)
2.00
5.00
15.00
30.00
60.00
250.00
1440.00
Temp.
(deg. C.)
21.0
21.0
21.0
20.8
20.8
21.6
21.1
Actual
Reading
Corrected
Reading
24.0
22.0
19.5
18.0
16.5
13.5
11.0
18.2
16.2
13.7
12.2
10.7
7.9
5.3
K
0.0l33
0.0l33
0.0l33
0.0l33
0.0l33
0.0l32
0.0l33
Rm
Eff.
Depth
Diameter
(mm.)
25.0
23.0
20.5
19.0
17.5
14.5
12.0
12.2
12.5
12.9
l3.2
l3.4
l3.9
14.3
0.0328
0.0210
0.0123
0.0088
0.0063
0.0031
0.0013
Percent
Finer
34.9
31.1
26.3
23.3
20.5
15.0
1O.l
'--_ _ _ _ _ _ _ _ _ _ _ _ _ MACTEC Engineering and Consulting, Inc. _ _ _ _ _ _ _ _ _ _ _ _ _.....
Volume 1, Revision 0
Page 500 of 542
DCN NAP307
Cobbles
0.0
010
Coarse
0.0
I
I
Gravel
Fine
0.0
I
I
Total
Coarse
0.0
0.0
I
I
Sand
Fine
Medium I
4.9
I
52.6
I
I
Total
Silt
57.5
30.2
I
I
Fines
Clay
12.3
I
I
Total
42.5
015
020
030
050
060
080
085
090
095
0.0031
0.0059
0.0186
0.1091
0.1526
0.2564
0.2943
0,3444
0.4232
Fineness
Modulus
0.57
L--_ _ _ _ _ _ _ _ _ _ _ _ _
Volume 1, Revision 0
MACTEC Engineering and Consulting, Inc. _ _ _ _ _ _ _ _ _ _ _ _ _-'
Page 501 of 542
DCN NAP307
LIQUID AND PLASTIC LIMITS TEST REPORT ASTM D4318 (05)
60
Dashed line indicates the approximate
upper limit boundary for natural soils --r---+-----,
50
40
Q
o
z
~()
30
i=
~
0..
I
20
I
10
I
I
I
I
I
/
I
I
I
I
I
I
I
I
I
I
•
MH orOH
ML or OL
10
20
50
40
30
60
70
LIQUID LIMIT
80
90
100
110
SOIL DATA
SYMBOL
SOURCE
SAMPLE
NO.
•
BoringM-
SS-2
DEPTH
11.7-13.2'
NATURAL
WATER
CONTENT
(%)
PLASTIC
LIMIT
(%)
LIQUID
LIMIT
(%)
PLASTICITY
INDEX
(%)
48.5
50
59
9
USCS
SM
10(DH)
MACTEC Engineering and Consulting, Inc.
Raleigh, North Carolina
Client: BECHTEL POWER CORPORATION
Project: North Anna 3 Project
Pro'ect No.: 6468092473
Fi ure
NA
Tested By: ---"C=S'----_ _ _ _ _ _ _ _ Checked By: MDCDJt 1\-11- 09
Volume 1, Revision 0
Page 502 of 542
DCN NAP307
LIQUID AND PLASTIC LIMIT TEST DATA
11/4/2009
Client: BECHTEL POWER CORPORATION
Project: North Anna 3 Project
Project Number: 6468092473
Location: Boring M-10(DH)
Depth: 11.7-13.2'
Sample Number: SS-2
Material Description: Red Silty SAND
USCS: SM
AASHTO: A-5(2)
Tested by: CS
Checked by: MDC
1
26.74
22.72
15.90
26
58.9
Run No.
Wet+Tare
Dry+Tare
Tare
# Blows
Moisture
59
3
2
4
~
~
6
Liquid Limit=
~-+--r-~~~--+--+~~~~-+H-r+~-HH
58.9 f---f----I---I--+--+---+--+--+--II-I---+-+t-+-+-+-+-l--HH
.!!l
5
25.12
20.00
11.19
26
58.1
Plastic Limit=
58.8 f---f----I---I--+--+---+--+--+--II-I---+-+t-+-+-+-+-l--HH
Plasticity Index=
58.7~-+--r-~~-f---+--+~--~~-+t+-r+~~H
Natural Moisture=
Liquidity'lndex=
58.6 f---f----I---I--+--+---+--+--+--II-I---+-+t-+-+-+-+-l--HH
59
50
9
48.5
-0.2
58.5 f---f----I---I--+--+---+--+--+--I-I---+-+t-+-+-+-+-l-+-H
58.4 ~-+--_I_+--f--f---+--+--t--HH-+t+-r+-+-1~H
58.3 f---f----t-H--+--+---+--+--+--I-II-----t-f-t+-+-+-+-l-+-H
58.2 f---f----t-H--+--+---+--+--+--I-II-----t-f-t+-+-+-+-lf-+-H
58.1 ~-+--_I_+--f--f---+--+--t--I----'H-+++-+-I-+-f-+-H
58L-~__~~~~--~~~--~~~LL~~LL~
5
Run No.
Wet+Tare
Dry+Tare
Tare
Moisture
6
7
8
9 10
1
23.21
20.66
15.62
50.6
20
Blows
2
25
30
40
3
4
24.95
21.86
15.68
50.0
'--_ _ _ _ _ _ _ _ _ _ _ _ _ MACTEC Engineering and Consulting, Inc. _ _ _ _ _ _ _ _ _ _ _ _ _-'
Volume 1, Revision 0
Page 503 of 542
DCN NAP307
Volume 1, Revision 0
Particle Size Distribution Report ASTM 0 422-63 (2007)
100
u.s. SIEVE OPENING IN INCHES
3/8 in.
1;1. in.
1 in. 0/. in.
%in.
I
I
II
I
II
#4
120
IWJ
II
#30
IY l""'i'...
90
#40
~
1\\
60
z
w
0..
I
I
~
50
\;,
0
a:
w
#140 #200
I
~
I..L.
I-
I
1\
70
Z
#100
#60
I
80
a:
w
HYDROMETER
u.S. STANDARD SIEVE NUMBERS
40
Page 504 of 542
'""i"'-- ......
30
20
-
~
"'0
~
..... '0
10
0
1
10
0
Coarse
Fine
0.0
0.0
Source
0
Boring M-lO(DH)
Sample #
DCN NAP307
SS-4
Coarse
Date Sampled
Depth/Elev.
9/1/09
Client BECHTEL POWER CORPORATION
Project North Anna 3 Project
Project No. 6468092473
Tested By: CS
I
FiQure
Material Description
MACTEC Engineering and Consulting, Inc.
NA
Checked By: MDC
Raleigh, North Carolina
Dsc
1\....\"'1..- Q9
0.001
Clay
29.4
Strong Brown Silty SAND
SM
----0
Silt
53.5
USCS
-
% Fines
Fine
8.4
0.0
19.2-20.7'
GRAIN SIZE - mm.
Medium
r-c
0.01
.0.1
% Sand
% Gravel
...... .........
o Specific Gravity is assumed
NA = Not Applicable
8.7
NM%
35.9
LL
54
PL
48
GRAIN SIZE DISTRIBUTION TEST DATA
BECHTEL POWER CORPORATION
Project: North Anna 3 Project
Project Number: 6468092473
Location: Boring M-lO(DH)
Depth: 19.2-20.7'
Material Description: Strong Brown Silty SAND
Date: 9/1/09
11/4/2009
Client:
Sample Number:
SS-4
Natural Moisture:
35.9
Plastic Limit: 48
Liquid Limit: 54
Testing Remarks:
USCS Class.:
SM
Specific Gravity is assumed
NA = Not Applicable
Checked by:
Tested by: CS
Dry
Sample
and Tare
(grams)
Tare
(grams)
243.11
48.46
0.00
0.00
Cumulative
Pan
Tare Weight
(grams)
Cumulative
Weight
Retained
(grams)
Sieve
Opening
Size
0.00
0.00
0.00
0.39
4.08
12.88
22.10
26.78
29.99
#10
#20
#40
#60
#100
#140
#200
MDC
Percent
Finer
100.0
99.2
91.6
73.4
54.4
44.7
38.1
Hydrometer test uses material passing #10
Percent passing #10 based upon complete sample = 100.0
Weight of hydrometer sample =48.46
Hygroscopic moisture correction:
Moist weight and tare = 27.58
Dry weight and tare =
27.17
Tare weight =
15.27
Hygroscopic moisture =3.4%
Table of composite correction values:
10.2
29.5
Temp., deg. C:
Compo corr.:
-8.0
-4.0
Meniscus correction only = 1.0
Specific gravity of solids = 2.700
Hydrometer type = 152H
Hydrometer effective depth equation: L = 16.294964 - 0.164* x Rm
Elapsed
Time (min.)
2.00
5.00
15.00
30.00
60.00
250.00
1440.00
Temp.
(deg. C.)
21.0
21.0
21.0
20.6
20.6
21.6
21.2
Actual
Reading
Corrected
Reading
21.0
19.0
16.5
15.5
14.0
11.0
9.0
15.2
13.2
10.7
9.7
8.2
5.4
3.3
L..-_ _ _ _ _ _ _ _ _ _ _ _ _
Volume 1, Revision 0
K
0.0133
0.0133
0.0133
0.0133
0.0133
0.0132
0.0132
Rm
Eff.
Depth
Diameter
(mm.)
22.0
20.0
17.5
16.5
15.0
12.0
10.0
12.7
13.0
13.4
13.6
13.8
14.3
14.7
0.0334
0.0214
0.0126
0.0090
0.0064
0.0032
0.0013
Percent
Finer
32.2
27.9
22.7
20.4
17.2
11.3
6.9
MACTEC Engineering and Consulting, Inc. _ _ _ _ _ _ _ _ _ _ _ _ _.....J
Page 505 of 542
DCN NAP307
Cobbles
0.0
Coarse
0.0
I
I
Gravel
Fine
I
Total
Coarse
0.0
0.0
I
0.0
I
Sand
Fine
Medium
I
I
I
8.4
53.5
I
Total
Silt
61.9
29.4
I
I
I
Fines
Clay
8.7
I
I
Total
38.1
010
015
020
030
050
060
080
085
090
095
0.0025
0.0051
0.0086
0.0261
0.1298
0.1764
0.2963
0.3404
0.3999
0.5038
Fineness
Modulus
Cu
Cc
0.68
69.41
1.51
L..-_ _ _ _ _ _ _ _ _ _ _ _ _
Volume 1, Revision 0
MACTEC Engineering and Consulting, Inc. _ _ _ _ _ _ _ _ _ _ _ _ _...J
Page 506 of 542
DCN NAP307
LIQUID AND PLASTIC LIMITS TEST REPORT ASTM 04318 (05)
60
I
Dashed line indicates the approximate
upper limit boundary for natural soils --+--+--~
I
I
50
40
~
z
o
~
()
30
i=
~
a...
I
20
I
10
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
•
ML or OL
10
20
50
40
30
MH orOH
60
70
LIQUID LIMIT
80
90
100
110
SOIL DATA
SYMBOL
SOURCE
SAMPLE
NO.
DEPTH
•
BoringM-
SS-4
19.2-20.7'
NATURAL
WATER
CONTENT
(%)
PLASTIC
LIMIT
(%)
LIQUID
LIMIT
(%)
PLASTICITY
INDEX
(%)
uscs
35.9
48
54
6
SM
10(DH)
MACTEC Engineering and Consulting, Inc.
Raleigh, North Carolina
Client: BECHTEL POWER CORPORATION
Project: North Anna 3 Project
Pro·ect No.: 6468092473
Tested By: ---,=C~S,------_ _ _ _ _ _ _ _ Checked By: MDC
Volume 1, Revision 0
Page 507 of 542
Fi ure
NA
'D5C H-rt- 09
DCN NAP307
LIQUID AND PLASTIC LIMIT TEST DATA
11/4/2009
Client: BECHTEL POWER CORPORATION
Project: North Anna 3 Project
Project Number: 6468092473
Location: Boring M-10(DH)
Sample Number: SS-4
Depth: 19.2-20.7'
Material Description: Strong Brown Silty SAND
USCS: SM
AASHTO: A-5(0)
Tested by: CS
Checked by: MDC
1
22.47
18.49
11.14
24
54.1
Run No.
Wet+Tare
Dry+Tare
Tare
# Blows
Moisture
2
4
3
5
6
23.99
19.45
11.17
24
54.8
55
Liquid Limit=
54.9
Plastic Limit=
Plasticity Index=
54.8
Natural Moisture=
54.7
Liquidity Index=
54.6
54
48
6
35.9
-2.0
'"
B
54.5
.~
0
::8
54.4
54.3
54.2
54.1
54
5
Run No.
Wet+Tare
Dry+Tare
Tare
Moisture
6
7
8
9 10
1
25.61
22.38
15.69
48.3
Blows
2
26.84
23.20
15.54
47.5
20
25
30
40
3
4
'--_ _ _ _ _ _ _ _ _ _ _ _ _ MACTEC Engineering and Consulting, Inc. _ _ _ _ _ _ _ _ _ _ _ _ _.....J
Volume 1, Revision 0
Page 508 of 542
DCN NAP307
Volume 1, Revision 0
Particle Size Distribution Report ASTM D 422-63 (2007)
100
u.s. SIEVE OPENING IN INCHES
3/8 in.
1;;:' in.
1 in. %in.
%in.
II
I
II
I
II
#4
#.MJ
II
#30
120
-r--..
Ii
90
#40
~
w
60
LL
I-
z
w
50
\\
\
\
0
0::
W
(L
#140
I
I
70
z
#100
#60
\
80
0::
HYDROMETER
u.S. STANDARD SIEVE NUMBERS
40
I
\:~
#200
I
Page 509 of 542
ur-- r-
30
20
-
-c:.. .............
v
~~
. . . ro i'-
10
0
10
0.1
10
Coarse
0.0
% Gravel
Coarse
0.0
Fine
0.0
% Sand
0.01
GRAIN SIZE - mm.
Medium
7.3
Silt
28.4
Fine
54.0
........
r-c
--
--0
0.001
% Fines
Clay
10.3
I
II
0
Source
Boring M-IO(DH)
Sample #
SS-5
Depth/Elev.
24.2-25.7'
Date Sampled
9/1/09
DCN NAP307
Client BECHTEL POWER CORPORATION
Material Description
Strong Brown Silty SAND
USCS
SM
MACTEC Engineering and Consulting, Inc.
Project North Anna 3 Proiect
Project No. 6468092473
Tested By: CS
I
Figure
NA
Checked By: MDC
Raleigh, North Carolina
Pre.
1\- \'2- Gy
o Specific Gravity is assumed
NA = Not Applicable
NM%
53.7
LL
PL
59
47
GRAIN SIZE DISTRIBUTION TEST DATA
11/4/2009
Client: BECHTEL POWER CORPORATION
Project: North Anna 3 Project
Project Number: 6468092473
Location: Boring M-IO(DH)
Sample Number: SS-5
Depth: 24.2-25.7'
Material Description: Strong Brown Silty SAND
Natural Moisture: 53.7
Date: 9/1/09
Plastic Limit: 47
Liquid Limit: 59
USCS Class.:
SM
Testing Remarks: Specific Gravity is assumed
NA = Not Applicable
Checked by: MDC
Tested by: CS
Dry
Sample
and Tare
(grams)
Tare
(grams)
272.86
50.98
0.00
0.00
Cumulative
Pan
Tare Weight
(grams)
Cumulative
Weight
Retained
(grams)
Sieve
Opening
Size
0.00
0.00
0.00
0.25
3.70
12.92
23.21
28.06
31.24
#10
#20
#40
#60
#100
#140
#200
Percent
Finer
100.0
99.5
92.7
74.7
54.5
45.0
38.7
Hydrometer test uses material passing #10
Percent passing #10 based upon complete sample = 100.0
Weight of hydrometer sample =50.98
Hygroscopic moisture correction:
Moist weight and tare = 24.35
Dry weight and tare = 24.24
Tare weight =
11.24
Hygroscopic moisture = 0.8%
Table of composite correction values:
10.2
29.5
Temp., deg. C:
Compo corr.:
-8.0
-4.0
Meniscus correction only =1.0
Specific gravity of solids = 2.700
Hydrometer type = 152H
Hydrometer effective depth equation: L = 16.294964 - 0.164* x Rm
Elapsed
Time (min.)
Temp.
(deg. C.)
Actual
Reading
Corrected
Reading
2.00
5.00
15.00
30.00
60.00
250.00
1440.00
21.2
21.2
21.2
20.9
20.9
21.5
21.2
23.0
21.0
18.0
16.5
14.5
12.0
10.0
17.3
15.3
12.3
10.7
8.7
6.3
4.3
L--_ _ _ _ _ _ _ _ _ _ _ _ _
Volume 1, Revision 0
K
0.0132
0.0132
0.0132
0.0133
0.0133
0.0132
0.0132
Rm
Eff.
Depth
Diameter
(mm.)
24.0
22.0
19.0
17.5
15.5
13.0
11.0
12.4
12.7
13.2
13.4
13.8
14.2
14.5
0.0329
0.0211
0.0124
0.0089
0.0064
0.0031
0.0013
Percent
Finer
33.8
29.9
24.0
21.0
17.1
12.4
8.4
MACTEC Engineering and Consulting, Inc. _ _ _ _ _ _ _ _ _ _ _ _ _...J
Page 510 of 542
DCN NAP307
Cobbles
0.0
Coarse
0.0
I
I
Gravel
Fine
0.0
I
I
Total
Coarse
0.0
0.0
I
I
Sand
Fine
Medium
I
I
7.3
54.0
I
I
Total
Silt
61.3
28.4
I
I
Fines
Clay
10.3
I
I
Total
38.7
010
015
020
030
050
060
080
D85
D90
095
0.0019
0.0051
0.0082
0.0213
0.1296
0.1747
0.2857
0.3271
0.3825
0.4750
Fineness
Modulus
Cu
Cc
0.66
93.28
1.39
L..-_ _ _ _ _ _ _ _ _ _ _ _ _
Volume 1, Revision 0
MACTEC Engineering and Consulting, Inc. _ _ _ _ _ _ _ _ _ _ _ _ _...1
Page 511 of 542
DCN NAP307
LIQUID AND PLASTIC LIMITS TEST REPORT ASTM 04318 (05)
60
Dashed line indicates the approximate
upper limit boundary for natural soils -~--'-+------.
/
/
/
50
40
(;)
o
z
~
()
30
i=
~
0.
/
20
/
10
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
•
ML or OL
30
10
40
MH orOH
50
60
70
LIQUID LIMIT
80
90
100
110
SOIL DATA
SYMBOL
SOURCE
SAMPLE
NO.
•
Boring M-
SS-5
DEPTH
24.2-25.7'
NATURAL
WATER
CONTENT
(%)
PLASTIC
LIMIT
(%)
LIQUID
LIMIT
(%)
PLASTICITY
INDEX
(%)
53.7
47
59
12
USCS
SM
lO(DH)
MACTEC Engineering and Consulting, Inc.
Raleigh, North Carolina
Client: BECHTEL POWER CORPORATION
Project: North Anna 3 Project
Pro'ect No.: 6468092473
Tested By: ---"C=S'---_~_ _ _ _ _ _ Checked By: MDC]>5'C
Volume 1, Revision 0
Page 512 of 542
Fi ure
NA
t 1-11-:- Q9
DCN NAP307
LIQUID AND PLASTIC LIMIT TEST DATA
11/4/2009
Client: BECHTEL POWER CORPORATION
Project: North Anna 3 Project
Project Number: 6468092473
Location: Boring M-I0(DH)
Sample Number: SS-5
Depth: 24.2-25.7'
Material Description: Strong Brown Silty SAND
USCS: SM
AASHTO: A-7-5(2)
Tested by: CS
Checked by: MDC
1
28.36
23.69
15.61
27
57.8
Run No.
Wet+Tare
Dry+Tare
Tare
# Blows
Moisture
2
27.63
23.16
15.47
27
58.1
4
3
58.16
Plastic Limit=
Plasticity Index=
58.08
Natural Moisture=
58.04
~
6
Liquid Limit=
12
58.12
5
Liquidity Index=
58
59
47
12
53.7
0.6
;f7.96
57.92
57.88
57.84
57.8
57.76
"I
5
Run No.
Wet+Tare
Dry+Tare
Tare
Moisture
6
7
8
9 10
1
26.36
22.86
15.49
47.5
2
36.56
29.86
15.50
46.7
L...-_ _ _ _ _ _ _ _ _ _ _ _ _
Volume 1, Revision 0
20
Blows
25
40
30
3
4
MACTEC Engineering and Consulting, Inc. _ _ _ _ _ _ _ _ _ _ _ _ _-1
Page 513 of 542
DCN NAP307
-
~--
- - _.-
--~
_._---
Volume 1, Revision 0
Particle Size Distribution Report ASTM D 422-63 (2007)
100
u.s. SIEVE OPENING IN INCHES
3/8 in.
1Yz in. 1 in. %in. %in.
II
I
II
I
I
tWJ
#4
I
#20
#30
Yr-- ......
90
#40
:"-..
I
'""'
~'"
80
0:::
60
l-
SO
z
u::
z
ill
#60
#100 #140 #200
I
I
"
~~
1\1\
0
0:::
ill
0...
I
I
I\,
70
ill
HYDROMETER
u.S. STANDARD SIEVE NUMBERS
h
'--'r-..,
40
Page 514 of 542
30
........
ra. ~
'-'
20
~
r- ~
10
0
1
10
% Gravel
0
Coarse
Fine
Coarse
0.0
0.0
0.0
Source
0
Boring M-10(DH)
Sample #
SS-6
DCN NAP307
Tested By: CS
I
Depth/Elev.
Date Sampled
29.2-30.7'
Fiqure
% Sand
Medium
9/1109
Fine
Silt
46.6
31.9
USCS
SM
Checked By: MDC
Raleigh, North Carolina
1)Sc. l \- 11-.." <39
~
Material Description
o Specific Gravity is assumed
NA = Not Applicable
V
0.001
% Fines
Yellowish Brown Silty SAND
MACTEC Engineering and Consulting, Inc.
NA
.......
0.01
GRAIN SIZE - mm.
10.0
Client BECHTEL POWER CORPORATION
Project North Anna 3 Project
Project No. 6468092473
0.1
- r-c -
Clay
11.5
NM%
66.7
LL
51
PL
44
GRAIN SIZE DISTRIBUTION TEST DATA
11/4/2009
Client: BECHTEL POWER CORPORATION
Project: North Anna 3 Project
Project Number: 6468092473
Location: Boring M-lO(DH)
Depth: 29.2-30.7'
Sample Number: SS-6
Material Description: Yellowish Brown Silty SAND
Natural Moisture: 66.7
Date: 9/1/09
uses Class.: SM
Plastic Limit: 44
Liquid Limit: 51
Testing Remarks: Specific Gravity is assumed
NA = Not Applicable
Checked by: MDC
Tested by: CS
Dry
Sample
and Tare
(grams)
Tare
(grams)
206.01
46.68
0.00
0.00
Cumulative
Pan
Cumulative
Weight
Retained
(grams)
Sieve
Opening
Size
Tare Weight
(grams)
0.00
0.00
0.00
0.43
4.68
11.17
18.44
22.90
26.40
#10
#20
#40
#60
#100
#140
#200
Percent
Finer
100.0
99.1
90.0
76.1
60.5
50.9
43.4
Hydrometer test uses material passing #10
Percent passing #10 based upon complete sample 100.0
Weight of hydrometer sample =46.68
Hygroscopic moisture correction:
Moist weight and tare = 28.03
Dry weight and tare = 27 .65
Tare weight
15.56
Hygroscopic moisture 3.1 %
Table of composite correction values:
10.2
29.5
Temp., deg. C:
Compo corr.:
-8.0
-4.0
Meniscus correction only = 1.0
Specific gravity of solids = 2.700
Hydrometer type = 152H
Hydrometer effective depth equation: L = 16.294964·0.164* x Rm
=
=
Elapsed
Time (min.)
2.00
5.00
15.00
30.00
60.00
250.00
1440.00
=
Temp.
(deg. C.)
20.8
20.8
20.8
20.8
21.0
21.6
21.2
Actual
Reading
22.0
19.5
16.5
15.0
14.0
12.0
10.0
L...-_ _ _ _ _ _ _ _ _ _ _ _ _
Volume 1, Revision 0
Corrected
Reading
16.2
13.7
10.7
9.2
8.2
6.4
4.3
K
0.0133
0.0133
0.0133
0.0133
0.0133
0.0132
0.0132
Rm
Eff.
Depth
Diameter
(mm.)
23.0
20.5
17.5
16.0
15.0
13.0
11.0
12.5
12.9
13.4
13.7
13.8
14.2
14.5
0.0333
0.0214
0.0126
0.0090
0.0064
0.0031
0.0013
Percent
Finer
35.4
29.9
23.4
20.1
18.0
13.9
9.4
MACTEC Engineering and Consulting, Inc. _ _ _ _ _ _ _ _ _ _ _ _ _...J
Page 515 of 542
DCN NAP307
Cobbles
0.0
Coarse
0.0
I
I
Gravel
Fine
0.0
I
I
Total
Coarse
0.0
0.0
1
Sand
Fine
Medium
I
I
10.0
I
46.6
I
I
Total
Silt
56.6
31.9
I
I
Fines
Clay
11.5
I
I
Total
43.4
010
015
020
030
050
060
080
085
090
095
0.0015
0.0038
0.0089
0.0215
0.1021
0.1475
0.2859
0.3437
0.4255
0.5660
Fineness
Modulus
Cu
Cc
0.63
97.76
2.08
'--_ _ _ _ _ _ _ _ _ _ _ _ _ MACTEC Engineering and Consulting, Inc. _ _ _ _ _ _ _ _ _ _ _ _ _....1
Volume 1, Revision 0
Page 516 of 542
DCN NAP307
LIQUID AND PLASTIC LIMITS TEST REPORT ASTM 04318 (05)
60
Dashed line indicates the approximate
upper limit boundary for natural soils --+----j--~
50
40
G)
o
z
~
o
30
i=
~Cl...
/
20
/
/
/
/
/
/
/
/
/
/
10
MLorOL
10
•
50
40
30
/
MH orOH
60
70
LIQUID LIMIT
80
90
100
110
SOIL DATA
SYMBOL
SOURCE
SAMPLE
NO.
DEPTH
•
Boring M-
SS-6
29.2-30.7'
NATURAL
WATER
CONTENT
(%)
PLASTIC
LIMIT
(%)
LIQUID
LIMIT
(%)
PLASTICITY
INDEX
(%)
66.7
44
51
7
USCS
SM
10(DH)
MACTEC Engineering and Consulting, Inc.
Raleigh, North Carolina
Client: BECHTEL POWER CORPORATION
Project: North Anna 3 Project
Pro·ect No.: 6468092473
Fi ure
NA
Tested By: -"C"-=S'--_ _ _ _ _ _ _ _ Checked By: =M=D--=:C_---=-D--=)=---(=---'--!\-'-----'--'1'1.=-oJ----=-o-=-9_
Volume 1, Revision 0
Page 517 of 542
DCN NAP307
LIQUID AND PLASTIC LIMIT TEST DATA
11/4/2009
Client: BECHTEL POWER CORPORATION
Project: North Anna 3 Project
Project Number: 6468092473
Location: Boring M-I0(DH)
Depth: 29.2-30.7'
Sample Number: SS-6
Material Description: Yellowish Brown Silty SAND
USCS: SM
AASHTO: A-5(1)
Tested by: CS
Checked by: MDC
Run No.
Wet+Tare
Dry+Tare
Tare
# Blows
Moisture
1
30.08
25.10
15.46
23
51.7
3
2
27.59
23.45
15.48
23
51.9
4
52
5
6
Liquid Limit=
51.96
Plastic Limit=
?
51.92
Plasticity Index=
51.88
Natural Moisture=
Liquidity Index=
51.84
51
44
7
66.7
3.2
~ 51.8
.~
~
51.76
51.72
51.68
+
51.64
51.6
5678910
Run No.
Wet+Tare
Dry+Tare
Tare
Moisture
1
27.30
23.70
15.47
43.7
2
26.68
23.25
15.55
44.5
L..-_ _ _ _ _ _ _ _ _ _ _ _ _
Volume 1, Revision 0
20
Blows
25
40
30
3
4
MACTEC Engineering and Consulting, Inc. _ _ _ _ _ _ _ _ _ _ _ _ _....J
Page 518 of 542
DCN NAP307
----
Volume 1, Revision 0
Particle Size Distribution Report ASTM D 422-63 (2007)
100
u.s. SIEVE OPENING IN INCHES
3/8 in.
1Yzin. 1 in. %in.
%in.
II
I
II
I
II
u.S. STANDARD SIEVE NUMBERS
t20
#4
#30
[YI""- .....
I
90
#40
.........
I
'\
70
w
60
IZ
50
z
u::
w
I
I
W
a...
I
I\.
~
~\
I
~
()
0::
#200
"-~
80
0::
#140
#100
#60
I
"D
HYDROMETER
40
Page 519 of 542
"
30
10
0
1
10
Coarse
0.0
% Gravel
Source
0
""- r--o.
........
~
'"
'"" '>-'
20
0
!
Boring M-10(DH)
Coarse
0.0
Fine
0.0
Sample #
SS-8
Depth/Elev.
% Sand
9/1/09
0.01
GRAIN SIZE - mm.
Medium
7.4
Date Sampled
39.1-40.6'
0.1
i" 'n.
Silt
42.4
Fine
46.1
SM
Yellowish Brown Silty SAND
DCN NAP307
I
Client BECHTEL POWER CORPORATION
Project North Anna 3 Proiect
Project No. 6468092473
Tested By: CS
I
Figure
MACTEC Engineering and Consulting, Inc.
NA
Checked By: MOC
Raleigh, North Carolina
DSc.
n-It,-~.Y
o Specific Gravity is assumed
NA = Not Applicable
r-- r-o
0.001
% Fines
Material Description
uses
r- """'-C:
Clay
4.1
NM%
30.6
LL
42
PL
36
GRAIN SIZE DISTRIBUTION TEST DATA
BECHTEL POWER CORPORATION
North Anna 3 Project
Project Number: 6468092473
Location: Boring M-10(DH)
Depth: 39.1-40.6'
Material Description: Yellowish Brown Silty SAND
Date: 9/1/09
11/4/2009
Client:
Project:
Sample Number:
SS-8
Natural Moisture:
30.6
Plastic Limit: 36
Liquid Limit: 42
Testing Remarks:
USCS Class.:
SM
Specific Gravity is assumed
NA = Not Applicable
Checked by:
Tested by: CS
Dry
Sample
and Tare
(grams)
Tare
(grams)
252.78
53.06
0.00
0.00
Cumulative
Pan
Tare Weight
(grams)
Cumulative
Weight
Retained
(grams)
Sieve
Opening
Size
0.00
0.00
#10
#20
#40
#60
#100
#140
#200
0.00
0.26
3.93
10.23
17.86
23.39
28.38
MDC
Percent
Finer
100.0
99.5
92.6
80.7
66.3
55.9
46.5
Hydrometer test uses material passing # 10
Percent passing #10 based upon complete sample = 100.0
Weight of hydrometer sample =53.06
Hygroscopic moisture correction:
Moist weight and tare = 25.26
Dry weight and tare = 24.76
Tare weight =
11.27
Hygroscopic moisture =3.7%
Table of composite correction values:
10.2
29.5
Temp., deg. C:
Compo corr.:
-8.0
-4.0
Meniscus correction only = 1.0
Specific gravity of solids = 2.700
Hydrometer type = 152H
Hydrometer effective depth equation: L = 16.294964 - 0.164* x Rm
Elapsed
Time (min.)
2.00
5.00
15.00
30.00
60.00
250.00
1440.00
Temp.
(deg. C.)
21.1
21.1
21.0
20.9
20.9
21.6
21.2
Actual
Reading
Corrected
Reading
23.0
20.0
16.0
14.0
12.0
9.0
7.0
17.3
14.3
10.2
8.2
6.2
3.4
1.3
L..-_ _ _ _ _ _ _ _ _ _ _ _ _
Volume 1, Revision 0
K
0.0133
0.0133
0.0133
0.0133
0.0133
0.0132
0.0132
Rm
Eff.
Depth
Diameter
(mm.)
24.0
21.0
17.0
15.0
13.0
10.0
8.0
12.4
12.9
13.5
13.8
14.2
14.7
15.0
0.0330
0.0213
0.0126
0.0090
0.0065
0.0032
0.0014
Percent
Finer
33.4
27.6
19.8
15.9
12.0
6.5
2.5
MACTEC Engineering and Consulting, Inc. _ _ _ _ _ _ _ _ _ _ _ _ _-'
Page 520 of 542
DCN NAP307
Cobbles
0.0
Coarse
0.0
I
I
Gravel
Fine
0.0
I
I
Total
Coarse
0.0
0.0
I
Sand
Medium
Fine
I
I
7.4
I
46.1
I
I
Total
Silt
53.5
42.4
I
I
Fines
Clay
4.l
I
I
Total
46.5
D10
D15
D20
D30
D50
D60
D80
D85
D90
D95
0.0052
0.0084
0.0128
0.0253
0.0861
0.1215
0.2432
0.2962
0.3702
0.4974
Fineness
Modulus
Cu
Cc
0.51
23.17
1.01
L..-_ _ _ _ _ _ _ _ _ _ _ _ _
Volume 1, Revision 0
MACTEC Engineering and Consulting, Inc. _ _ _ _ _ _ _ _ _ _ _ _ _....1
Page 521 of 542
DCN NAP307
LIQUID AND PLASTIC LIMITS TEST REPORT ASTM 04318 (05)
60
Dashed line indicates the approximate
upper limit boundary for natural soils --+---+-----,
50
40
><
w
o
z
~()
30
i=
~a..
I
20
I
I
I
I
I
I
I
I
I
I
I
10
•
ML or OL
10
30
40
MH orOH
50
70
60
LIQUID LIMIT
80
90
100
110
SOIL DATA
SYMBOL
SOURCE
SAMPLE
NO.
•
Boring M-
SS-8
DEPTH
39.1-40.6'
PLASTIC
LIMIT
(%)
LIQUID
LIMIT
(%)
PLASTICITY
INDEX
(%)
uscs
30.6
36
42
6
SM
10(DH)
MACTEC Engineering and Consulting, Inc.
Raleigh, North Carolina
Tested By:
NATURAL
WATER
CONTENT
(%)
---"C"-"S"--_ _ _ _ _ _ _ _
Volume 1, Revision 0
Client: BECHTELPOWERCORPORATION
Project: North Anna 3 Project
Pro·ect No.: 6468092473
Checked By:
Fi ure
NA
'-"M=D=C'--------"'D~f___.:C=___~II~-~I1..~-_O...:.._9~
Page 522 of 542
DCN NAP307
LIQUID AND PLASTIC LIMIT TEST DATA
11/4/2009
Client: BECHTEL POWER CORPORATION
Project: North Anna 3 Project
Project Number: 6468092473
Location: Boring M-10(DH)
Sample Number: SS-8
Depth: 39.1-40.6'
Material Description: Yellowish Brown Silty SAND
USCS: SM
AASHTO: A-5(1)
Tested by: CS
Checked by: MDC
1
28.18
23.24
11.23
27
41.1
Run No.
Wet+Tare
Dry+Tare
Tare
# Blows
Moisture
4
3
2
24.64
20.70
11.12
27
41.1
41.135
5
6
Liquid Limit=
41.134
Plastic Limit=
Plasticity Index=
41.133
'I
41.132
Natural Moisture=
Liquidity Index=
41.131
42
36
6
30.6
-0.9
~
f1.13
41.129
41.128
"
41.127
41.126
41.125
5
Run No.
Wet+Tare
Dry+Tare
Tare
Moisture
~
6
7
8
9 10
1
19.71
17.42
11.08
36.1
Blows
2
26.14
23.37
15.60
35.6
20
25
40
30
3
4
_ _ _ _ _ _ _ _ _ _ _ _ _ MACTEC Engineering and Consulting, Inc. _ _ _ _ _ _ _ _ _ _ _ _ _....1
Volume 1, Revision 0
Page 523 of 542
DCN NAP307
Volume 1, Revision 0
Particle Size Distribution Report ASTM D 6913-04e2
100
u.s. SIEVE OPENING IN INCHES
3/8 in.
%in.
1%in.
1 in. %in.
I
I
I
I
'I
u.S. STANDARD SIEVE NUMBERS
#,MJ
#4
'I
#20
~
'"
90
80
0::
~
#40
z
LU
0
0::
LU
0..
#100
I
I
#140 #200
I
I
1\
1\
60
~
u.
f-
#60
I
1\
70
LU
#30
I
HYDROMETER
50
I\.
"\
40
I'n
"\
Page 524 of 542
30
~
~ 1':--
20
!
10
0
0
Coarse
0.0
% Gravel
Source
0
1
10
Boring M-10(DH)
Fine
0.0
Sample #
SS-lO
Coarse
0.0
Depth/Elev.
9/1/09
DCN NAP307
Client BECHTEL POWER CORPORATION
Project North Anna 3 Project
Project No. 6468092473
Tested By:
I
Figure
...cC~S~_ _ _ _ _ _ _ __
% Sand
Medium
43.4
Date Sampled
49.1-50.6'
0.1
0.01
GRAIN SIZE - mm.
Fine
36.5
uses
SM (visual)
Silt
Checked By: MDC
Raleigh, North Carolina
Dre..
,\-\2.-0'
% Fines
Clay
20.1
Material Description
NM%
LL
PL
Pale Brown SiltY. SAND_(visual)
16.4
ND
ND
MACTEC Engineering and Consulting, Inc.
NA
0.001
o ND = Not Determined
NA = Not Applicable
ASTM D 6913-04e2 Method B
GRAIN SIZE DISTRIBUTION TEST DATA
11/4/2009
Client: BECHTEL POWER CORPORATION
Project: North Anna 3 Project
Project Number: 6468092473
Location: Boring M-10(DH)
Sample Number: SS-lO
Depth: 49.1-50.6'
Material Description: Pale Brown Silty SAND (visual)
Natural Moisture: 16.4
Date: 9/1/09
USCS Class.: SM (visual)
Plastic Limit: ND
Liquid Limit: ND
Testing Remarks: ND = Not Determined
NA = Not Applicable
ASTM D 6913-04e2 Method B
Checked by: MDC
Tested by: CS
Ory
Sample
and Tare
(grams)
Tare
(grams)
294.04
54.09
0.00
0.00
Cobbles
0.0
010
Coarse
0.0
Cumulative
Pan
Tare Weight
(grams)
I
015
Gravel
Fine
0.0
020
I
I
Percent
Finer
0.00
9.44
23.50
31.81
37.84
40.93
43.23
#10
#20
#40
#60
#100
#140
#200
0.00
0.00
I
Cumulative
Weight
Retained
(grams)
Sieve
Opening
Size
100.0
82.5
56.6
41.2
30.0
24.3
20.1
Sand
Total
Coarse
0.0
0.0
1 Medium I
I
43.4
I
Fine
36.5
I
I
Total
Silt
79.9
I
I
Fines
Clay
I
I
Total
20.1
030
050
060
080
085
090
095
0.1497
0.3471
0.4672
0.7872
0.9219
1.1221
1.4490
Fineness
Modulus
1.63
'--_ _ _ _ _ _ _ _ _ _ _ _ _ MACTEC Engineering and Consulting, Inc. _ _ _ _ _ _ _ _ _ _ _ _ _...1
Volume 1, Revision 0
Page 525 of 542
DCN NAP307
- - _.... _ - -
Volume 1, Revision 0
Particle Size Distribution Report ASTM D 6913-04e2
u.s. SIEVE OPENING IN INCHES
100
1% in.
1 in. % in.
1
1
.1
% in.
1
3/8 in.
11
u.S. STANDARD SIEVE NUMBERS
1M
IT
#10
#20
~
90
I'
~
I
#60
I
#100
#140
I
I
#200
1
h
1'-'
70
§
ffi
#40
'"
80
ffi
#30
1
HYDROMETER
,
60
r\
r\.
~
'",
50
~
40
Page 526 of 542
Q
~~
~
~
20
r-or-.",
v
10~+--+--+---~~+-~~+--+---+-----~-r~~--r-~---+------~-r~~--~-r---+------++~~-+~---r---r----~
0~~~--~------~1~0~~~~~~--~------~1~~~~~--~--~----~0~.71~~~--~~--~----~0~.071~~~--~~--~--~0.~00~1
% Gravel
o
I
o
Coarse
Fine
Coarse
0.0
0.7
3.3
Source
BoringM-10(DH)
Sample #
SS-12
DCN NAP307
Tested By: CS
I
Depth/Elev.
Date Sampled
59.1-60.6
Figure
GRAIN SIZE - mm.
41.8
9/2/09
Client BECHTELPOWERCORPORATION
Project North Anna 3 Project
Project No. 6468092473
% Sand
Medium
% Fines
Fine
Silt
32.1
USCS
SM(visual)
Clay
22.1
Material Description
VervPaleBrown Siltv SAND (visual)
MACTEC Engineering and Consulting, Inc. 0
~:~~!~;~=l~d
ASTM D 6913-04e2 Method B
NA
Checked By: MOC
Raleigh, North Carolina
D5C.! \-1 'Z.- - 09
NM %
15.1
LL
ND
PL
ND
GRAIN SIZE DISTRIBUTION TEST DATA
11/4/2009
Client: BECHTEL POWER CORPORATION
Project: North AlU1a 3 Project
Project Number: 6468092473
Location: Boring M-lO(DH)
Sample Number: SS-12
Depth: 59.1-60.6
Material Description: Very Pale Brown Silty SAND (visual)
Natural Moisture: 15.1
Date: 9/2/09
USCS Class.: SM (visual)
Plastic Limit: ND
Liquid Limit: ND
Testing Remarks: ND = Not Determined
NA = Not Applicable
ASTM D 6913-04e2 Method B
Checked by: MDC
Tested by: CS
Ory
Sample
and Tare
(grams)
Tare
(grams)
365.85
0.00
0.00
103.77
0.00
0.00
Cobbles
0.0
010
Coarse
0.0
Cumulative
Pan
Tare Weight
(grams)
I
I
015
Gravel
Fine
0.7
020
I
I
Cumulative
Weight
Retained
(grams)
Sieve
Opening
Size
3/8"
#4
#10
#20
#40
#60
#100
#140
#200
Percent
Finer
100.0
99.3
96.0
75.4
54.2
41.8
32.1
26.6
22.1
0.00
2.42
14.64
22.26
45.15
58.54
69.02
75.01
79.83
Total
Coarse
0.7
3.3
I
Sand
Fine
Medium I
I
41.8
I
32.1
I
I
Total
Silt
77.2
I
I
Fines
Clay
I
I
Total
22.1
030
050
060
080
085
090
095
0.1321
0.3606
0.5195
0.9889
1.1797
1.4410
1.8660
Fineness
Modulus
1.76
'---_ _ _ _ _ _ _ _ _ _ _ _ _ MACTEC Engineering and Consulting, Inc. _ _ _ _ _ _ _ _ _ _ _ _ _-'
Volume 1, Revision 0
Page 527 of 542
DCN NAP307
_._-
Volume 1, Revision 0
Particle Size Distribution Report ASTM D 6913-04e2
100
u.s. SIEVE OPENING IN INCHES
3/8 in.
1 in. %in.
%in.
1%in.
I
I
II
I
II
u.S. STANDARD SIEVE NUMBERS
#4
#20
#;ljJ
II
~
90
I
""1"-',
80
#30
~
#40
I
'\
70
a:
w
60
I-
50
z
u:
z
w
I\,
'\
0
a:
w
0..
40
HYDROMETER
#60
#100
I
I
~
#140
I
#200
I
~
Page 528 of 542
\:~
30
\)
20
10
0
0
10
Coarse
0.0
% Gravel
Source
0
Boring M-10(DH)
1
Fine
0.0
Sample #
SS-15
Coarse
0.0
DepthfElev.
9/2/09
DCN NAP307
Tested By: CS
I
Fiqure
0.01
GRAIN SIZE - mm.
uses
SM (visuall
Fine
43.4
Silt
NA
Checked By: MDC
DSt
Clay
27.4
Material Description
Very Dark Bluish Gray Silty SAND (visual
Raleigh, North Carolina
.
0.001
% Fines
MACTEC Engineering and Consulting, Inc. o ND = Not Deterrrrined
NA = Not Applicable
ASTM D 6913-04e2 Method B
Client BECHTEL POWER CORPORATION
Project North Anna 3 Project
Project No. 6468092473
% Sand
Medium
29.2
Date Sampled
74.1-75.6
0.1
1\-1'2..- 09
NM%
29.9
LL
PL
ND
ND
GRAIN SIZE DISTRIBUTION TEST DATA
11/4/2009
Client: BECHTEL POWER CORPORATION
Project: North Anna 3 Project
Project Number: 6468092473
Location: Boring M-10(DH)
Depth: 74.1-75.6
Sample Number: SS-15
Material Description: Very Dark Bluish Gray Silty SAND (visual)
Date: 9/2/09
Natural Moisture: 29.9
Liquid Limit: ND
Plastic Limit: ND
USCS Class.: SM (visual)
Testing Remarks: ND = Not Detennined
NA = Not Applicable
ASTM D 6913-04e2 Method B
Checked by: MDC
Tested by: CS
Ory
Sample
and Tare
(grams)
Tare
(grams)
346.65
102.83
0.00
0.00
Cobbles
0.0
010
Coarse
0.0
Cumulative
Pan
Tare Weight
(grams)
0.00
0.00
I
I
015
Gravel
Fine
0.0
I
I
020
Cumulative
Weight
Retained
(grams)
Sieve
Opening
Size
#10
#20
#40
#60
#100
#140
#200
Percent
Finer
0.00
10.45
30.00
44.61
58.62
67.70
74.67
Total
Coarse
0.0
0.0
I
100.0
89.8
70.8
56.6
43.0
34.2
27.4
Sand
Fine
Medium .1
I
I
29.2
43.4
1
Total
I
Silt
1
Fines
Clay
I
72.6
1
I
Total
27.4
030
050
060
080
085
090
095
0.0865
0.1948
0.2845
0.5812
0.6951
0.8566
1.1564
Fineness
Modulus
1.19
L...-_ _ _ _ _ _ _ _ _ _ _ _ _
Volume 1, Revision 0
MACTEC Engineering and Consulting, Inc. _ _ _ _ _ _ _ _ _ _ _ _ _-'
Page 529 of 542
DCN NAP307
--
-
-
---
Volume 1, Revision 0
Particle Size Distribution Report ASTM D 6913-04e2
100
u.s. SIEVE OPENING IN INCHES
3/8 in.
1)r. in.
1 in. %in.
%in.
I
I
'I
I
II
u.S. STANDARD SIEVE NUMBERS
i!4
#20
#~
Ii
~
90
#30
I
1'-'
\
Z
60
z
w
~
50
w
0..
I
#140 #200
I
I
\..
"\
0
0:::
#100
~
LL
I-
I
1\
1\
70
w
#60
I
1\ h
80
0:::
#40
HYDROMETER
40
Page 530 of 542
30
~
'i'u
"-c r-.I'--n
20
10
0
0
Coarse
0.0
% Gravel
Source
0
1
10
Boring M-I0(DH)
Coarse
0.1
Fine
0.0
Sample #
SS-17
Depth/Elev.
9/2/09
DCN NAP307
Client BECHTEL POWER CORPORATION
Project North Anna 3 Proiect
Project No. 6468092473
Tested By:
I
Figure
~C~S~_ _ _ _ _ _ _ __
% Sand
Medium
42.8
Date Sampled
84.1-85.6'
0.1
0.01
GRAIN SIZE - mm.
Fine
36.1
uses
SM (visual)
Silt
% Fines
Material Description
Verv Pale Brown Silty SAND (visual)
o ND = Not Determined
NA = Not Applicable
ASTM D 6913-04e2 Method B
Checked By: MDC
Raleigh, North Carolina
1)5(
(\-i1.- GJ
Clay
21.0
MACTEC Engineering and Consulting, Inc.
NA
0.001
NM%
15.1
LL
PL
ND
ND
I
GRAIN SIZE DISTRIBUTION TEST DATA
11/4/2009
Client: BECHTEL POWER CORPORATION
Project: North Anna 3 Project
Project Number: 6468092473
Location: Boring M-10(DH)
Sample Number: SS-17
Depth: 84.1-85.6'
Material Description: Very Pale Brown Silty SAND (visual)
Natural Moisture: 15.1
Date: 9/2/09
Plastic Limit: ND
Liquid Limit: ND
USCS Class.: SM (visual)
Testing Remarks: ND = Not Determined
NA = Not Applicable
ASTM D 6913-04e2 Method B
Checked by: MDC
Tested by: CS
Ory
Cumulative
Pan
Tare Weight
(grams)
Sample
and Tare
(grams)
Tare
(grams)
369.27
0.00
0.00
0.00
0.00
49.68·
Cobbles
0.0
010
Coarse
0.0
I
I
015
Gravel
Fine
0.0
020
I
I
Cumulative
Weight
Retained
(grams)
Sieve
Opening
Size
#4
#10
#20
#40
#60
#100
#140
#200
Percent
Finer
0.00
0.37
8.46
21.26
28.66
34.03
36.95
39.24
Total
Coarse
0.0
0.1
I
100.0
99.9
82.9
57.1
42.3
31.5
25.6
21.0
Sand
Fine
Medium I
I
I
42.8
36.1
I
J
Total
Silt
I
Fines
Clay
I
79.0
I
I
Total
21.0
030
050
060
080
085
090
095
0.1385
0.3377
0.4608
0.7812
0.9082
1.0859
1.3676
Fineness
Modulus
1.60
'--_ _ _ _ _ _ _ _ _ _ _ _ _ MACTEC Engineering and Consulting, Inc. _ _ _ _ _ _ _ _ _ _ _ _ _.....
Volume 1, Revision 0
Page 531 of 542
DCN NAP307
- -
--
---
-
-
-
-
--
- - - -
- -
Volume 1, Revision 0
Particle Size Distribution Report ASTM D 6913-04e2
100
u.s. SIEVE OPENING IN INCHES
318 in.
1Y> in.
1 in. %in.
Y> in.
II
I
II
I
rr
u.S. STANDARD SIEVE NUMBERS
ItA
#10
#20
#30
1
J-
'(
Iv .....
90
80
#40
70
0::
LlJ
z
#60
I
"1'\I\,
Z
LlJ
#100
I
I
\
\
50
0::
I
I
'\
()
LlJ
0..
#140 #200
~
60
LL
I-
HYDROMETER
Page 532 of 542
'\:
40
30
0
20
10
0
10
I
I
10
Coarse
0.0
% Gravel
Source
0
Boring M-30(DH)
1
Fine
0.6
Sample #
SS-l
Coarse
0.8
Depth/Elev.
9/1/09
DCN NAP307
Tested By:
I
FiQure
~C~S~_ _ _ _ _ _ _ __
Fine
53.3
uses
Silt
% Fines
N/A
Yellow Silty SAND (visual)
Checked By: BS
Raleigh, North Carolina
D5<:
I\-It.-
Q'
Clay
27.1
Material Description
SM (visual)
0.001
!
MACTEC Engineering and Consulting, Inc. o ND = Not Detennined
NA = Not Applicable
ASTM D 6913-04e2 Method B
Client BECHTEL POWER CORPORATION
Project North Anna 3 Project
Project No. 6468092473
% Sand
0.01
GRAIN SIZE - mm.
Medium
18.2
Date Sampled
8.7-10.2'
0.1
NM%
17.0
LL
ND
PL
ND
GRAIN SIZE DISTRIBUTION TEST DATA
11/4/2009
Client: BECHTEL POWER CORPORATION
Project: North Anna 3 Project
Project Number: 6468092473
Location: Boring M-30(DH)
Depth: 8.7-10.2'
Sample Number: SS-l
Material Description: Yellow Silty SAND (visual)
Date: 9/1/09
Liquid Limit:
Natural Moisture: 17.0
ND
Plastic Limit:
ND
USCS Class.: SM (visual)
Testing Remarks: ND = Not Determined
NA = Not Applicable
ASTM D 6913-04e2 Method B
Tested by: CS
Checked by: BS
Ory
Sample
and Tare
(grams)
Tare
(grams)
233.76
0.00
0.00
100.91
0.00
0.00
Cobbles
0.0
010
Coarse
0.0
Cumulative
Pan
Tare Weight
(grams)
I
I
015
Gravel
Fine
0.6
I
I
020
Cumulative
Weight
Retained
(grams)
Sieve
Opening
Size
3/8"
#4
#10
#20
#40
#60
#100
#140
#200
Percent
Finer
0.00
1.50
3.25
2.84
18.65
39.39
58.65
67.26
73.21
Total
Coarse
0.6
0.8
I
100.0
9904
98.6
95.8
8004
60.1
41.3
32.9
27.1
Sand
Fine
Medium I
I
I
18.2
53.3
I
Total
I
Silt
72.3
I
Fines
Clay
I
I
Total
I
27.1
030
050
060
080
085
090
095
0.0902
0.1935
0.2493
0.4201
0.4941
0.6020
0.7955
Fineness
Modulus
1.06
1---_ _ _ _ _ _ _ _ _ _ _ _ _
Volume 1, Revision 0
MACTEC Engineering and Consulting, Inc. _ _ _ _ _ _ _ _ _ _ _ _ _....
Page 533 of 542
DCN NAP307
-
- -
-
Volume 1, Revision 0
Particle Size Distribution Report ASTM D 6913-04e2
u.S. STANDARD SIEVE NUMBERS
u.s. SIEVE OPENING IN INCHES
100
1% in.
I
1 in. %in.
I
I
%in.
I
3/8 in.
II
#4
#20
iWJ
II
#30
#40
..... j'.,
90
70
0::
w
z
60
I-
50
u::
z
w
#60
I
'\~
80
HYDROMETER
#100
I
I
\
..
~
w
CL
I
#200
I
~
~
0
0::
#140
40
I'n
Page 534 of 542
'J
30
20
I
10
I
I
0
0
10
Coarse
0.0
% Gravel
Source
0
Borin,..!;.M-30(DID.
1
Fine
0.0
Sample#
SS-3
Coarse
0.0
Depth/Elev.
% Sand
Medium
17.7
Date Sampled
13.7-15.2
9/1/09
DCN NAP307
Client BECHTEL POWER CORPORATION
0.1
Fine
46.3
uses
SM (visual)
I
Figure
Tested By: ~C~S~_ _ _ _ _ _ _ __
Silt
N/A
Checked By: BS
Raleigh, North Carolina
DS'e
;1-11. - 0)1
0.001
% Fines
Clay
36.0
Material Description
Yellow Silty SAND (visual)
MACTEC Engineering and Consulting, Inc.
Project North Anna 3 Proiect
Project No. 6468092473
0.01
GRAIN SIZE - mm.
o ND = Not Determined
NA = Not Applicable
ASTM D 6913-04e2 Method B
NM%
19.8
LL
PL
ND
ND
GRAIN SIZE DISTRIBUTION TEST DATA
11/4/2009
Client: BECHTEL POWER CORPORATION
Project: North Anna 3 Project
Project Number: 6468092473
Location: Boring M-30(DH)
Sample Number: SS-3
Depth: 13.7-15.2
Material Description: Yellow Silty SAND (visual)
Natural Moisture: 19.8
Date: 9/1/09
USCS Class,: SM (visual)
Plastic Limit: ND
Liquid Limit: ND
Testing Remarks: ND = Not Determined
NA = Not Applicable
ASTM D 6913-04e2 Method B
Checked by:
Tested by: CS
Ory
Sample
and Tare
(grams)
Tare
(grams)
218.25
51.75
0.00
0.00
Cobbles
0.0
010
Coarse
0.0
Cumulative
Pan
Tare Weight
(grams)
0.00
0.00
I
I
015
Gravel
Fine
0.0
I
J
020
Cumulative
Weight
Retained
(grams)
Sieve
Opening
Size
Total
Coarse
0.0
0.0
030
Percent
Finer
0.00
1.12
9.18
17.81
25.82
30.09
33.12
#10
#20
#40
#60
#100
#140
#200
I
BS
100.0
97.8
82.3
65.6
50.1
41.9
36.0
Sand
Fine
Medium
I
I
17.7
I
46.3
I
Total
I
Silt
I
Fines
Clay,
I
64.0
I
I
Total
36.0
050
060
080
085
090
095
0.1494
0.2097
0.3940
0.4674
0.5646
0.7103
Fineness
Modulus
0.88
L..-_ _ _ _ _ _ _ _ _ _ _ _ _
Volume 1, Revision 0
MACTEC Engineering and Consulting, Inc. _ _ _ _ _ _ _ _ _ _ _ _ _....J
Page 535 of 542
DCN NAP307
-
Volume 1, Revision 0
Particle Size Distribution Report ASTM D 6913-04e2
100
u.s. SIEVE OPENING IN INCHES
3/8 in.
1 in. %in.
Yzin.
1% in.
II
I
II
I
I
u.S. STANDARD SIEVE NUMBERS
#4
#20
I
~
90
'"
#30
I
r\
80
70
0:::
w
z
60
\
\
#40
'q
w
I
\
LL
fZ
#60
I
50
0
0:::
w
0...
40
Page 536 of 542
30
20
\
HYDROMETER
#100
I
#140
I
#200
I
"-~
IV
10
0
0
10
Coarse
0.0
% Gravel
Source
0
Borin,g M-30(DH)
1
Fine
0.0
Sample #
SS-5
Coarse
0.0
Depth/Elev.
DCN NAP307
Tested By:
I
Figure
~C~S~_ _ _ _ _ _ _ __
0.01
GRAIN SIZE - mm.
Medium
35.1
9/1/09
Client BECHTEL POWER CORPORATION
Project North Anna 3 Proiect
Proiect No. 6468092473
% Sand
Date Sampled
23.7-25.2'
0.1
Fine
46.9
uses
SM (visual)
Silt
Checked By: BS
% Fines
Clay
18.0
NM%
Material Description
Pale Yellow SiliYSAND(visual)
MACTEC Engineering and Consulting, Inc.
NIA
0.001'
18.5
o ND =NotDetennined
NA = Not Applicable
ASTM D 6913-04e2 Method B
Raleigh, North Carolina
--------
pse
1\-1 L- 09
LL
ND
PL
ND
GRAIN SIZE DISTRIBUTION TEST DATA
11/4/2009
Client: BECHTEL POWER CORPORATION
Project: North Anna 3 Project
Project Number: 6468092473
Location: Boring M-30(DH)
Sample Number: SS-5
Depth: 23.7-25.2'
Material Description: Pale Yellow Silty SAND (visual)
Natural Moisture: 18.5
Date: 9/1/09
Liquid Limit:
ND
Plastic Limit: ND
USCS Class.: SM (visual)
Testing Remarks: ND = Not Determined
NA = Not Applicable
ASTM D 6913-04e2 Method B
Tested by:
CS
Checked by: BS
Dry
Sample
and Tare
(grams)
Tare
(grams)
346.85
102.89
0.00
0.00
Cobbles
0.0
010
Coarse
0.0
Cumulative
Pan
Tare Weight
(grams)
0.00
0.00
I
I
015
Gravel
Fine
0.0
I
I
Cumulative
Weight
Retained
(grams)
Sieve
Opening
Size
#10
#20
#40
#60
#100
#140
#200
Percent
Finer
100.0
89.7
64.9
45.0
29.9
22.8
18.0
0.00
10.59
36.14
56.55
72.09
79.39
84.41
Total
Coarse
0.0
0.0
I
J
Sand
Fine
Medium
I
35.1
I
46.9
I
Total
I
Silt
82.0
I
Fines
Clay
I
I
I
Total
18.0
020
030
050
060
°BO
°B5
090
095
0.0876
0.1504
0.2879
0.3756
0.6255
0.7230
0.8599
1.1087
Fineness
Modulus
1.44
L -_ _ _ _ _ _ _ _ _ _ _ _ _
Volume 1, Revision 0
MACTEC Engineering and Consulting, Inc. _ _ _ _ _ _ _ _ _ _ _ _ _-'
Page 537 of 542
DCN NAP307
Volume 1, Revision 0
Particle Size Distribution Report ASTM D 6913-04e2
100
1% in.
u.s. SIEVE OPENING IN INCHES
3/8 in.
!I
1 in. %in.
I
II
%in.
I
#4
~
II
II
HYDROMETER
u.S. STANDARD SIEVE NUMBERS
-...... r--.~
#20
#30
#40
#60
#100
I
I
I
#140
I
#200
I
I~,
90
'1\
80
\.
70
0::
z
60
IZ
50
ill
q
\
\
u..
ill
0
0::
ill
(L
40
Page 538 of 542
30
20
\
",
'--'
r--.I'-,...,
v
10
0
0
Coarse
0.0
% Gravel
Source
DCN NAP307
I
0
1
10
Boring M-30roH)
Coarse
0.0
Fine
0.0
Sample #
SS-7
Depth/Elev.
Tested By: CS
I
Figure
0.01
GRAIN SIZE - mm.
Medium
24.0
9/1/09
Client BECHTEL POWER CORPORATION
Project North Anna 3 Project
Project No. 6468092473
% Sand
Date Sampled
33.7-35.2
0.1
Fine
53.1
uses
SM (visual)
Silt
Checked By: BS
Raleigh, North Carolina
D.rc
i\-I1.-C9
% Fines
Clay
22.9
Material Description
Yellow Silty SAND (visual)
MACTEC E;ngineering and Consulting, Inc.
NA
0.001
o ND = Not Detennined
NA = Not Applicable
ASTM D 6913-04e2 Method B
NM%
14.8
LL
ND
PL
ND
GRAIN SIZE DISTRIBUTION TEST DATA
11/4/2009
Client: BECHTEL POWER CORPORATION
Project: North Anna 3 Project
Project Number: 6468092473
Location: Boring M-30(DH)
Sample Number: SS-7
Depth: 33.7-35.2
Material Description: Yellow Silty SAND (visual)
Natural Moisture: 14.8
Date: 9/1/09
USCS Class.: SM (visual)
Plastic Limit: ND
Liquid Limit: ND
Testing Remarks: ND = Not Determined
NA = Not Applicable
ASTM D 6913-04e2 Method B
Checked by:
Tested by: CS
Ory
Sample
and Tare
(grams)
Tare
(grams)
384.34
51.82
0.00
0.00
Cobbles
0.0
010
Coarse
0.0
Cumulative
Pan
Tare Weight
(grams)
0.00
0.00
I
I
015
Gravel
Fine
0.0
I
I
020
Cumulative
Weight
Retained
(grams)
Sieve
Opening
Size
#10
#20
#40
#60
#100
#140
#200
Percent
Finer
0.00
2.58
12.45
23.52
32.29
36.72
39.95
Total
Coarse
0.0
0.0
I
BS
100.0
95.0
76.0
54.6
37.7
29.l
22.9
Sand
Fine
Medium I
I
I
24.0
53.l
I
I
Total
Silt
77.1
I
I
Fines
Clay
I
I
Total
22.9
030
050
060
080
085
090
095
0.1104
0.2208
0.2862
0.4750
0.5540
0.6647
0.8489
Fineness
Modulus
1.14
L...-_ _ _ _ _ _ _ _ _ _ _ _ _
Volume 1, Revision 0
MACTEC Engineering and Consulting, Inc. _ _ _ _ _ _ _ _ _ _ _ _ _-'
Page 539 of 542
DCN NAP307
FINAL DATA REPORT
Revision 0
GEOTECHNICAL EXPLORATION AND TESTING
SUPPLEMENT 2
DOMINION POWER
NORTH ANNA NUCLEAR POWER STATION
NORTH ANNA 3 PROJECT
MINERAL, LOUISA COUNTY, VIRGINIA
December 16,2009
VOLUME 1
APPENDIX D.2
Rock Core Unconfined Strength Tests
Prepared By:
MACTEC ENGINEERING AND CONSULTING, INC.
RALEIGH, NORTH CAROLINA
MACTEC PROJECT No. 6468-09-2473
Prepared For:
Bechtel Power Corporation
Subcontractor No. 2S161-S00-HC4-CYOO-0000I
Volume 1, Revision 0
Page 540 of 542
DCN NAP307
North Anna 3 Project
MACTEC Project: 6468-09-2473
Summary Report for
Rock Core Testing
Volume 1, Revision 0
Page 541 of 542
NPrf3D\
DCN NAP307
I
~
MACTEC
<
Summary of Laboratory Testing
Standard Test Method for Compressive Strength and Elastic Moduli of Intact
Rock Core Specimens under Varying States of Stress and Temperatures
ASTM D7012-07el
Project Name: North Anna 3
MACTEC Project No.: 6468-09-2473
Diameter (in)
Length (in)
Time to Failure
Unconfined
Compressive
Strength (psi)
As Received
Unit Weight
(pcf)
117.45-117.9
2.41
5.15
5 min 6 sec
7960
160.1
RS-2
133.75-134.2
2.41
5.09
15 min 13 sec
19640
161.9
M-10 (DR)
RS-3
153.7-154.15
2.41
5.08
16 min 0 sec
33830
163.5
M-10 (DR)
RS-4
177.6-178.05
2.39 '
26 min 44' sec
20880
Boring
Number
Run Number
M-10 (DR)
RS-1
M-10 (DR)
Sample Depth
(ft)
,
,
5.14
-
,-
M-10 (DR)
RS-5
2.39
196.7~197.15
5.18
12 min 59 sec
--
M-30 (DR)
RS-6
57.0-57.45
163.3
---- f--',
30780
163.7
--
2.40
5.18
14 min 8 sec
28650
-~
162.8
,--
--
M-30 (DR)
RS-7
95.4-95.85
2.39
5.06
9 min 39 sec
23700
162.7
M-30 (DR)
RS-8
134.9-135.35
2.39
5.26
9 min 47 sec
26200
163.7
M-30 (DR)
RS-9
166.9-167.35
2.40
5.06
7 min 5 sec
24820
164.6
M-30 (DR)
RS-10
197.05-197.5
2.40
5.16
10 min 29 sec
33040
162.6
Created By: DM::· '';:)+09
Checked By: 'J 1I A I~'I' C/1
Reviewed By: ,~ I t ~f~ II l
Volume 1, Revision 0
Page 542 of 542
DCN NAP307
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