1. LOG OF BORING
6
8
22
26
LOG OF SOIL BORING HG-09-15782-1.GPJ HVJ.GDT 1/5/10
0
5
10
15
20
25
30
35
Dark greenish gray (GLEY1 4/10Y) CLAYEY SAND
(SC)
Light yellowish brown (10YR 6/4) SAND w/ SILT
(SP-SM)
Light gray (10YR 7/2) SAND w/ SILT (SP-SM)
Grayish brown (10YR 5/2) CLAYEY SAND (SC)
DRY DENSITY
PCF
15
10
5
0
-5
-10
-15
SOIL/ROCK CLASSIFICATION
= Torvane
Shear Types:
ELEV.
DEPTH,
FEET
PLATE A-8
SOIL SYMBOLS
SAMPLER
SYMBOLS
AND FIELD TEST DATA
% PASSING
NO. 200 SIEVE
= Unconf. Comp.
Date: 11/18/2009
Northing: 13,762,373.0
Easting: 3,392,177.1
= 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: 17.14 feet
Station: --
Offset: --
PLASTIC LIMIT
Project: Bolivar DMPA No. 36
Boring No.: PA 36-8
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 36-8
Sample No.
1
Depth:
0'-3'
Matl Desc.
Light Yellowish Brown Sand w/ Silt
Tare No.
70
Init Wt. - Tare
102.94
% Ret.
94.49
Tare Wt.
6.52
Dry Wt. after test
97.27
% Pass #200
5.51
Init. Dry Wt.
109.46
Wt. Ret. on #200
97.27
Sieve Size/No.
Sieve Size (mm)
Weight Ret.
% Retained
% Passing
4
4.750
0.00
0.00
100.00
8
2.360
0.08
0.08
99.92
16
1.180
0.12
0.12
99.88
30
0.600
0.35
0.34
99.66
50
0.300
1.26
1.22
98.78
100
0.150
31.65
30.75
69.25
200
0.075
97.27
94.49
5.51
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-36-8
Depth, Ft.
0'-3'
Classification
Light Yellowish Brown Sand with Silt
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 36-8
Sample No.
2
Depth:
3'-6'
Matl Desc.
Light Gray Sand w/ Silt
Tare No.
79
Init Wt. - Tare
101.28
% Ret.
91.70
Tare Wt.
6.57
Dry Wt. after test
92.87
% Pass #200
8.30
Init. Dry Wt.
107.85
Wt. Ret. on #200
92.87
Sieve Size/No.
Sieve Size (mm)
Weight Ret.
% Retained
% Passing
4
4.750
0.00
0.00
100.00
8
2.360
0.05
0.05
99.95
16
1.180
0.10
0.10
99.90
30
0.600
0.22
0.22
99.78
50
0.300
0.67
0.66
99.34
100
0.150
16.54
16.33
83.67
200
0.075
92.87
91.70
8.30
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