1. LOG OF BORING
42
75
57
38
LOG OF SOIL BORING HG-09-15782-1.GPJ HVJ.GDT 1/5/10
0
5
10
15
20
25
30
35
Dark grayish brown (10YR 4/2) CLAYEY SAND (SC)
Dark grayish brown (10YR 4/2) LEAN CLAY w/ SAND
(CL)
Grayish brown (10YR 5/2) SANDY LEAN CLAY (CL)
Gray (10YR 5/1) CLAYEY SAND (SC)
= Torvane
10
5
0
-5
-10
-15
-20
SOIL/ROCK CLASSIFICATION
ELEV.
DEPTH,
FEET
Shear Types:
= Unconf. Comp.
DRY DENSITY
PCF
PLATE A-7
% PASSING
NO. 200 SIEVE
SOIL SYMBOLS
SAMPLER
SYMBOLS
AND FIELD TEST DATA
= Hand Penet.
LIQUID LIMIT
Date: 11/18/2009
Northing: 13,761,500.9
Easting: 3,391,060.4
= UU Triaxial
LOG OF BORING
0.5
1.0
1.5
2.0
CONTENT, %
MOISTURE
SHEAR STRENGTH, TSF
10 20 30 40 50 60 70 80 90
Project: Bolivar DMPA No. 36
Boring No.: PA 36-7
Groundwater during drilling: ---
Groundwater after drilling: ---
PLASTIC LIMIT
Project No.: HG0915782
Elevation: 14.28 feet
Station: --
Offset: --
SIEVE ANALYSIS DATA
Project:
Bolivar DMPA No. 36 Job No.
HG09-15782
Date:
December 10, 2009
Boring No.
PA 36-7
Sample No.
1
Depth:
0'-3'
Matl Desc.
Dark Grayish Brown Clayey Sand
Tare No.
72
Init Wt. - Tare
110.75
% Ret.
58.31
Tare Wt.
6.56
Dry Wt. after test
64.58
% Pass #200
41.69
Init. Dry Wt.
117.31
Wt. Ret. on #200
64.58
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
0.01
0.01
99.99
30
0.600
0.14
0.13
99.87
50
0.300
0.58
0.52
99.48
100
0.150
11.98
10.82
89.18
200
0.075
64.58
58.31
41.69
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-36-7
Depth, Ft.
0'-3'
Classification
Dark Grayish Brown 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 36-7
Sample No.
2
Depth:
3'-6'
Matl Desc.
Dark Grayish Brown Lean Clay w/ Sand
Tare No.
58
Init Wt. - Tare
88.55
% Ret.
24.56
Tare Wt.
6.59
Dry Wt. after test
21.75
% Pass #200
75.44
Init. Dry Wt.
95.14
Wt. Ret. on #200
21.75
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
0.08
0.09
99.91
30
0.600
0.30
0.34
99.66
50
0.300
1.08
1.22
98.78
100
0.150
4.14
4.68
95.32
200
0.075
21.75
24.56
75.44
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-36-7
Depth, Ft.
3'-6'
Classification
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 36-7
Sample No.
3
Depth:
6'-9'
Matl Desc.
Grayish Brown Sandy Clay
Tare No.
51
Init Wt. - Tare
102.54
% Ret.
43.38
Tare Wt.
6.68
Dry Wt. after test
44.48
% Pass #200
56.62
Init. Dry Wt.
109.22
Wt. Ret. on #200
44.48
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
0.20
0.20
99.80
30
0.600
0.60
0.59
99.41
50
0.300
1.26
1.23
98.77
100
0.150
6.28
6.12
93.88
200
0.075
44.48
43.38
56.62
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-36-7
Depth, Ft.
6'-9'
Classification
Grayish 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 36-7
Sample No.
4
Depth:
9'-12'
Matl Desc.
Gray Clayey Sand
Tare No.
63
Init Wt. - Tare
151.83
% Ret.
61.67
Tare Wt.
6.67
Dry Wt. after test
93.63
% Pass #200
38.33
Init. Dry Wt.
158.50
Wt. Ret. on #200
93.63
Sieve Size/No.
Sieve Size (mm)
Weight Ret.
% Retained
% Passing