1. LOG OF BORING
47
51
31
LOG OF SOIL BORING HG-09-15782-1.GPJ HVJ.GDT 1/5/10
ELEV.
DEPTH,
FEET
0
5
10
15
20
25
30
35
75
Very dark grayish brown (10YR 3/2) LEAN CLAY w/
SAND (CL)
Very dark gray (10YR 3/1) CLAYEY SAND (SC)
Very dark greenish gray (GLEY1 3/10Y) SANDY
LEAN CLAY (CL)
Dark gray ( 10YR 4/1) CLAYEY SAND (SC)
= Hand Penet.
= Unconf. Comp.
5
0
-5
-10
-15
-20
-25
= Torvane
DRY DENSITY
PCF
% PASSING
NO. 200 SIEVE
Shear Types:
SOIL SYMBOLS
SAMPLER
SYMBOLS
AND FIELD TEST DATA
PLATE A-2
LIQUID LIMIT
Date: 11/18/2009
Northing: 13,758,883.3
Easting: 3,384,860.6
SOIL/ROCK CLASSIFICATION
LOG OF BORING
PLASTIC LIMIT
Project No.: HG0915782
Elevation: 9.67 feet
Station: --
Offset: --
= UU Triaxial
Project: Bolivar DMPA No. 36
Boring No.: PA 36-2
Groundwater during drilling: ---
Groundwater after drilling: ---
CONTENT, %
0.5
1.0
1.5
2.0
10 20 30 40 50 60 70 80 90
SHEAR STRENGTH, TSF
MOISTURE
SIEVE ANALYSIS DATA
Project:
Bolivar DMPA No. 36 Job No.
HG09-15782
Date:
December 10, 2009
Boring No.
PA 36-2
Sample No.
1
Depth:
0'-3'
Matl Desc.
Very Dark Grayish Brown Lean Clay w/ Sand
Tare No.
64
Init Wt. - Tare
97.12
% Ret.
25.47
Tare Wt.
6.55
Dry Wt. after test
24.74
% Pass #200
74.53
Init. Dry Wt.
103.67
Wt. Ret. on #200
24.74
Sieve Size/No.
Sieve Size (mm)
Weight Ret.
% Retained
% Passing
4
4.750
0.00
0.00
100.00
8
2.360
0.34
0.35
99.65
16
1.180
0.68
0.70
99.30
30
0.600
1.19
1.23
98.77
50
0.300
2.15
2.21
97.79
100
0.150
6.72
6.92
93.08
200
0.075
24.74
25.47
74.53
Tested by:
KK
Computed by:
NL
Check by:
SV
Date:
12/10/09
Date:
Date:
200
140
100
80
60
50
40
30
20
16
10
8
4
1/4
3/8
1/2
3/4
1
1 1/2
2
0
10
20
30
40
50
60
70
80
90
100
0.001
0.010
0.100
1.000
10.000
100.000
Grain Size in Millimeters
Percent Coarser By Weight
0
10
20
30
40
50
60
70
80
90
100
Percent Finer By Weight
Boring No.
PA-36-2
Depth, Ft.
0'-3'
Classification
Very Dark Grayish Brown Lean Clay
with Sand
U.S. Standard Sieve Openings in Inches
U.S. Standard Sieve Numbers
Hydrometer
SIEVE ANALYSIS DATA
Project:
Bolivar DMPA No. 36
Job No.
HG09-15782
Date:
December 10, 2009
Boring No.
PA 36-2
Sample No.
2
Depth:
3'-6'
Matl Desc.
Very Dark Gray Clayey Sand
Tare No.
61
Init Wt. - Tare
117.22
% Ret.
52.58
Tare Wt.
6.63
Dry Wt. after test
61.63
% Pass #200
47.42
Init. Dry Wt.
123.85
Wt. Ret. on #200
61.63
Sieve Size/No.
Sieve Size (mm)
Weight Ret.
% Retained
% Passing
4
4.750
0.00
0.00
100.00
8
2.360
0.01
0.01
99.99
16
1.180
0.09
0.08
99.92
30
0.600
0.24
0.20
99.80
50
0.300
0.56
0.48
99.52
100
0.150
9.38
8.00
92.00
200
0.075
61.63
52.58
47.42
Tested by:
KK
Computed by:
NL
Check by:
SV
Date:
12/10/09
Date:
Date:
200
140
100
80
60
50
40
30
20
16
10
8
4
1/4
3/8
1/2
3/4
1
1 1/2
2
0
10
20
30
40
50
60
70
80
90
100
0.001
0.010
0.100
1.000
10.000
100.000
Grain Size in Millimeters
Percent Coarser By Weight
0
10
20
30
40
50
60
70
80
90
100
Percent Finer By Weight
Boring No.
PA-36-2
Depth, Ft.
3'-6'
Classification
Very Dark Gray Clayey Sand
U.S. Standard Sieve Openings in Inches
U.S. Standard Sieve Numbers
Hydrometer
SIEVE ANALYSIS DATA
Project:
Bolivar DMPA No. 36 Job No.
HG09-15782
Date:
December 10, 2009
Boring No.
PA 36-2
Sample No.
3
Depth:
6'-9'
Matl Desc.
Very Dark Greenish Gray Sandy Clay
Tare No.
66
Init Wt. - Tare
111.04
% Ret.
48.51
Tare Wt.
6.55
Dry Wt. after test
53.86
% Pass #200
51.49
Init. Dry Wt.
117.59
Wt. Ret. on #200
53.86
Sieve Size/No.
Sieve Size (mm)
Weight Ret.
% Retained
% Passing
4
4.750
0.00
0.00
100.00
8
2.360
0.03
0.03
99.97
16
1.180
0.13
0.12
99.88
30
0.600
0.29
0.26
99.74
50
0.300
0.66
0.59
99.41
100
0.150
7.24
6.52
93.48
200
0.075
53.86
48.51
51.49
Tested by:
KK
Computed by:
NL
Check by:
SV
Date:
12/10/09
Date:
Date:
200
140
100
80
60
50
40
30
20
16
10
8
4
1/4
3/8
1/2
3/4
1
1 1/2
2
0
10
20
30
40
50
60
70
80
90
100
0.001
0.010
0.100
1.000
10.000
100.000
Grain Size in Millimeters
Percent Coarser By Weight
0
10
20
30
40
50
60
70
80
90
100
Percent Finer By Weight
Boring No.
PA-36-2
Depth, Ft.
6'-9'
Classification
Very Dark Greenish Gray Sandy Clay
U.S. Standard Sieve Openings in Inches
U.S. Standard Sieve Numbers
Hydrometer
SIEVE ANALYSIS DATA
Project:
Bolivar DMPA No. 36 Job No.
HG09-15782
Date:
December 10, 2009
Boring No.
PA 36-2
Sample No.
4
Depth:
9'-12'
Matl Desc.
Dark Gray Clayey Sand
Tare No.
71
Init Wt. - Tare
177.33
% Ret.
68.85
Tare Wt.
6.56
Dry Wt. after test
122.09
% Pass #200
31.15
Init. Dry Wt.
183.89
Wt. Ret. on #200
122.09
Sieve Size/No.
Sieve Size (mm)
Weight Ret.
% Retained
% Passing
4
4.750
0.00
0.00
100.00
8
2.360
0.00
0.00
100.00
16
1.180
0.05
0.03
99.97
30
0.600
0.26
0.15
99.85
50
0.300
0.88
0.50
99.50
100
0.150
23.13
13.04
86.96
200
0.075
122.09
68.85
31.15
Tested by:
KK
Computed by:
NL
Check by:
SV
Date:
12/10/09
Date:
Date:
200
140
100
80
60
50
40
30
20
16
10
8
4
1/4