ELEV.
DEPTH,
FEET
41
23
66
LOG OF SOIL BORING HG-09-15782-1.GPJ HVJ.GDT 1/5/10
0
5
10
15
20
25
30
35
47
Dark grayish brown (10YR 4/2) SANDY LEAN CLAY
(CL)
Gray (10YR 6/1) SILTY SAND (SM)
Dark grayish brown (10YR 4/2) CLAYEY SAND (SC)
10
5
0
-5
-10
-15
-20
= Torvane
Shear Types:
= Unconf. Comp.
PLATE A-1
DRY DENSITY
PCF
SOIL SYMBOLS
SAMPLER
SYMBOLS
AND FIELD TEST DATA
% PASSING
NO. 200 SIEVE
= Hand Penet.
LOG OF BORING
LIQUID LIMIT
Date: 11/18/2009
Northing: 13,758,106.6
Easting: 3,383,763.9
SOIL/ROCK CLASSIFICATION
PLASTIC LIMIT
MOISTURE
SHEAR STRENGTH, TSF
10 20 30 40 50 60 70 80 90
0.5
1.0
1.5
2.0
= UU Triaxial
Project No.: HG0915782
Elevation: 11.23 feet
Station: --
Offset: --
CONTENT, %
Project: Bolivar DMPA No. 36
Boring No.: PA 36-1
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-36-1
Sample No.
1
Depth:
0'-3'
Matl Desc.
Dark Grayish Brown Sandy Clay
Tare No.
60
Init Wt. - Tare
105.07
% Ret.
33.55
Tare Wt.
6.58
Dry Wt. after test
35.25
% Pass #200
66.45
Init. Dry Wt.
111.65
Wt. Ret. on #200
35.25
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
0.26
0.25
99.75
30
0.600
0.61
0.58
99.42
50
0.300
1.25
1.19
98.81
100
0.150
7.82
7.44
92.56
200
0.075
35.25
33.55
66.45
Tested by:
KC
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-36-1
Depth, Ft.
0'-3'
Classification
Dark 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 36-1
Sample No.
2
Depth:
3'-6'
Matl Desc.
Gray Silty Sand
Tare No.
76
Init Wt. - Tare
101.40
% Ret.
52.52
Tare Wt.
6.63
Dry Wt. after test
53.26
% Pass #200
47.48
Init. Dry Wt.
108.03
Wt. Ret. on #200
53.26
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
0.16
0.16
99.84
30
0.600
0.55
0.54
99.46
50
0.300
1.30
1.28
98.72
100
0.150
8.88
8.76
91.24
200
0.075
53.26
52.52
47.48
Tested by:
KC
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-36-1
Depth, Ft.
3'-6'
Classification
Gray Silty 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 36-1
Sample No.
3
Depth:
6'-9'
Matl Desc.
Tare No.
81
Init Wt. - Tare
123.71
% Ret.
58.72
Tare Wt.
6.64
Dry Wt. after test
72.64
% Pass #200
41.28
Init. Dry Wt.
130.35
Wt. Ret. on #200
72.64
Sieve Size/No.
Sieve Size (mm)
Weight Ret.
% Retained
% Passing
4
4.750
0.00
0.00
100.00
8
2.360
1.31
1.06
98.94
16
1.180
2.10
1.70
98.30
30
0.600
3.01
2.43
97.57
50
0.300
4.70
3.80
96.20
100
0.150
20.96
16.94
83.06
200
0.075
72.64
58.72
41.28
Tested by:
KK
Computed by:
NL
Check by: SV
Date:
12/10/09
Date:
Date:
Dark Grayish Brown Clayey Sand
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-36-1
Depth, Ft.
6'-9'
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 36-1
Sample No.
4
Depth:
9'-12'
Matl Desc.
Dark Grayish Brown Clayey Sand
Tare No.
69
Init Wt. - Tare
174.49
% Ret.
76.51
Tare Wt.
6.55
Dry Wt. after test
133.51
% Pass #200
23.49
Init. Dry Wt.
181.04
Wt. Ret. on #200
133.51
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
0.21
0.12
99.88
30
0.600
1.23
0.70
99.30
50
0.300
5.52
3.16
96.84
100
0.150
39.18
22.45
77.55
200
0.075
133.51
76.51
23.49
Tested by:
KK
Computed by:
NL
Check by:
