1. LOG OF BORING
74
66
30
35
LOG OF SOIL BORING HG-09-15782-1.GPJ HVJ.GDT 1/5/10
0
5
10
15
20
25
30
35
Very dark grayish brown (10YR 3/2) LEAN CLAY w/
SAND (CL)
Brown (10YR 5/3) SANDY LEAN CLAY (CL)
Dark greenish gray (GLEY1 4/5GY) CLAYEY SAND
(SC)
Dark gray (10YR 4/1) CLAYEY SAND (SC)
= Torvane
% PASSING
NO. 200 SIEVE
10
5
0
-5
-10
-15
-20
SOIL/ROCK CLASSIFICATION
ELEV.
DEPTH,
FEET
Shear Types:
PLATE A-3
= Unconf. Comp.
SOIL SYMBOLS
SAMPLER
SYMBOLS
AND FIELD TEST DATA
DRY DENSITY
PCF
Date: 11/18/2009
Northing: 13,759,359.6
Easting: 3,386,071.8
= Hand Penet.
LIQUID LIMIT
= UU Triaxial
LOG OF BORING
CONTENT, %
MOISTURE
SHEAR STRENGTH, TSF
10 20 30 40 50 60 70 80 90
0.5
1.0
1.5
2.0
Project No.: HG0915782
Elevation: 10.02 feet
Station: --
Offset: --
PLASTIC LIMIT
Project: Bolivar DMPA No. 36
Boring No.: PA 36-3
Groundwater during drilling: ---
Groundwater after drilling: ---
SIEVE ANALYSIS DATA
Project:
Bolivar DMPA No. 36 Job No.
HG09-15782
Date:
December 10, 2009
Boring No.
PA 36-3
Sample No.
1
Depth:
0'-3'
Matl Desc.
Very Dark Grayish Brown Lean Clay w/ Sand
Tare No.
55
Init Wt. - Tare
93.55
% Ret.
25.79
Tare Wt.
6.60
Dry Wt. after test
24.13
% Pass #200
74.21
Init. Dry Wt.
100.15
Wt. Ret. on #200
24.13
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
0.28
0.30
99.70
30
0.600
0.80
0.86
99.14
50
0.300
1.67
1.79
98.21
100
0.150
4.49
4.80
95.20
200
0.075
24.13
25.79
74.21
Tested by:
LL
Computed by:
NL
Check by:
SV
Date:
12/11/09
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-36-3
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 36-3
Sample No.
2
Depth:
3'-6'
Matl Desc.
Brown Sandy Clay
Tare No.
50
Init Wt. - Tare
90.50
% Ret.
33.79
Tare Wt.
6.52
Dry Wt. after test
30.58
% Pass #200
66.21
Init. Dry Wt.
97.02
Wt. Ret. on #200
30.58
Sieve Size/No.
Sieve Size (mm)
Weight Ret.
% Retained
% Passing
4
4.750
0.00
0.00
100.00
8
2.360
0.14
0.15
99.85
16
1.180
0.11
0.12
99.88
30
0.600
0.22
0.24
99.76
50
0.300
0.44
0.49
99.51
100
0.150
3.93
4.34
95.66
200
0.075
30.58
33.79
66.21
Tested by:
KK
Computed by:
NL
Check by:
SV
Date:
12/9/09
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-36-3
Depth, Ft.
3'-6'
Classification
Brown 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 36-3
Sample No.
3
Depth:
6'-9'
Matl Desc.
Dark Greenish Gray Clayey Sand
Tare No.
68
Init Wt. - Tare
123.76
% Ret.
70.18
Tare Wt.
6.68
Dry Wt. after test
86.85
% Pass #200
29.82
Init. Dry Wt.
130.44
Wt. Ret. on #200
86.85
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
0.03
0.02
99.98
30
0.600
0.10
0.08
99.92
50
0.300
0.48
0.39
99.61
100
0.150
11.88
9.60
90.40
200
0.075
86.85
70.18
29.82
Tested by:
KK
Computed by:
NL
Check by:
SV
Date:
12/9/09
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-36-3
Depth, Ft.
6'-9'
Classification
Dark Greenish 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 36-3
Sample No.
4
Depth:
9'-12'
Matl Desc.
Dark Gray Clayey Sand
Tare No.
54
Init Wt. - Tare
105.13
% Ret.
65.06
Tare Wt.
6.59
Dry Wt. after test
68.40
% Pass #200
34.94
Init. Dry Wt.
111.72
Wt. Ret. on #200
68.40
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
0.40
0.38
99.62
30
0.600
0.94
0.89
99.11
50
0.300
1.90
1.81
98.19
100
0.150
13.18
12.54
87.46
200
0.075
68.40
65.06
34.94
Tested by:
LL