LOG OF SOIL BORING HG-09-15782-1.GPJ HVJ.GDT 1/5/10
LIQUID LIMIT
57
0
5
10
15
20
25
30
35
ELEV.
DEPTH,
FEET
= Hand Penet.
58
65
Grayish brown (10YR 5/2) SANDY LEAN CLAY (CL)
Dark gray (GLEY1 4/N) SANDY LEAN CLAY (CL)
70
% PASSING
NO. 200 SIEVE
10
5
0
-5
-10
-15
-20
= Torvane
Shear Types:
= Unconf. Comp.
PLATE A-4
SOIL SYMBOLS
SAMPLER
SYMBOLS
AND FIELD TEST DATA
DRY DENSITY
PCF
CONTENT, %
Date: 11/18/2009
Northing: 13,760,036.7
Easting: 3,387,279.7
PLASTIC LIMIT
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: 11.06 feet
Station: --
Offset: --
Project: Bolivar DMPA No. 36
Boring No.: PA 36-4B
Groundwater during drilling: ---
Groundwater after drilling: ---
= UU Triaxial
SOIL/ROCK CLASSIFICATION
LOG OF BORING
SIEVE ANALYSIS DATA
Project:
Bolivar DMPA No. 36 Job No.
HG09-15782
Date:
December 10, 2009
Boring No.
PA 36-4B
Sample No.
1
Depth:
0'-3'
Matl Desc.
Grayish Brown Sandy Clay
Tare No.
28
Init Wt. - Tare
84.03
% Ret.
30.38
Tare Wt.
6.58
Dry Wt. after test
25.53
% Pass #200
69.62
Init. Dry Wt.
90.61
Wt. Ret. on #200
25.53
Sieve Size/No.
Sieve Size (mm)
Weight Ret.
% Retained
% Passing
4
4.750
0.00
0.00
100.00
8
2.360
0.11
0.13
99.87
16
1.180
0.42
0.50
99.50
30
0.600
0.83
0.99
99.01
50
0.300
1.64
1.95
98.05
100
0.150
6.11
7.27
92.73
200
0.075
25.53
30.38
69.62
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- 4B
Depth, Ft.
0'-3'
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 36-4B
Sample No.
2
Depth:
3'-6'
Matl Desc.
Dark Gray Sandy Clay
Tare No.
77
Init Wt. - Tare
77.91
% Ret.
42.73
Tare Wt.
6.60
Dry Wt. after test
33.29
% Pass #200
57.27
Init. Dry Wt.
84.51
Wt. Ret. on #200
33.29
Sieve Size/No.
Sieve Size (mm)
Weight Ret.
% Retained
% Passing
4
4.750
0.00
0.00
100.00
8
2.360
0.32
0.41
99.59
16
1.180
0.52
0.67
99.33
30
0.600
0.80
1.03
98.97
50
0.300
1.31
1.68
98.32
100
0.150
6.83
8.77
91.23
200
0.075
33.29
42.73
57.27
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- 4B
Depth, Ft.
3'-6'
Classification
Dark 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 36-4B
Sample No.
3
Depth:
6'-9'
Matl Desc.
Dark Gray Sandy Clay
Tare No.
62
Init Wt. - Tare
93.36
% Ret.
34.65
Tare Wt.
6.59
Dry Wt. after test
32.35
% Pass #200
65.35
Init. Dry Wt.
99.95
Wt. Ret. on #200
32.35
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
0.12
0.13
99.87
30
0.600
0.28
0.30
99.70
50
0.300
0.63
0.67
99.33
100
0.150
5.78
6.19
93.81
200
0.075
32.35
34.65
65.35
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- 4B
Depth, Ft.
6'-9'
Classification
Dark 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 36-4B
Sample No.
4
Depth:
9'-12'
Matl Desc.
Dark Gray Sandy Clay
Tare No.
59
Init Wt. - Tare
97.34
% Ret.
41.58
Tare Wt.
6.61
Dry Wt. after test
40.47
% Pass #200
58.42
Init. Dry Wt.
103.95
Wt. Ret. on #200
40.47
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
0.17
0.17
99.83
30
0.600
0.41
0.42
99.58
50
