1. LOG OF BORING
70
75
49
76
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) SANDY LEAN CLAY
(CL)
Dark grayish brown (10YR 4/2) LEAN CLAY w/ SAND
(CL)
Very dark gray (GLEY1 3/N) CLAYEY SAND (SC)
Dark gray (10YR 4/1) LEAN CLAY w/ SAND (CL)
= Torvane
5
0
-5
-10
-15
-20
-25
SOIL/ROCK CLASSIFICATION
ELEV.
DEPTH,
FEET
Shear Types:
= Unconf. Comp.
DRY DENSITY
PCF
PLATE A-5
% PASSING
NO. 200 SIEVE
SOIL SYMBOLS
SAMPLER
SYMBOLS
AND FIELD TEST DATA
= Hand Penet.
LIQUID LIMIT
Date: 11/18/2009
Northing: 13,760,400.4
Easting: 3,388,817.8
= 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 36-5
Groundwater during drilling: ---
Groundwater after drilling: ---
PLASTIC LIMIT
Project No.: HG0915782
Elevation: 9.97 feet
Station: --
Offset: --
SIEVE ANALYSIS DATA
Project:
Bolivar DMPA No. 36 Job No.
HG09-15782
Date:
December 10, 2009
Boring No.
PA 36-5
Sample No.
1
Depth:
0'-3'
Matl Desc.
Dark Grayish Brown Sandy Clay
Tare No.
53
Init Wt. - Tare
66.80
% Ret.
30.34
Tare Wt.
6.61
Dry Wt. after test
20.27
% Pass #200
69.66
Init. Dry Wt.
73.41
Wt. Ret. on #200
20.27
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
0.27
0.40
99.60
30
0.600
0.81
1.21
98.79
50
0.300
1.77
2.65
97.35
100
0.150
5.10
7.63
92.37
200
0.075
20.27
30.34
69.66
Tested by:
LL
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-36-5
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 36-5
Sample No.
2
Depth:
3'-6'
Matl Desc.
Dark Grayish Brown Lean Clay w/ Sand
Tare No.
56
Init Wt. - Tare
66.90
% Ret.
25.04
Tare Wt.
6.61
Dry Wt. after test
16.75
% Pass #200
74.96
Init. Dry Wt.
73.51
Wt. Ret. on #200
16.75
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
0.07
0.10
99.90
30
0.600
0.31
0.46
99.54
50
0.300
0.80
1.20
98.80
100
0.150
3.43
5.13
94.87
200
0.075
16.75
25.04
74.96
Tested by:
LL
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-36-5
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 36-5
Sample No.
3
Depth:
6'-9'
Matl Desc.
Very Dark Gray Clayey Sand
Tare No.
73
Init Wt. - Tare
167.33
% Ret.
50.49
Tare Wt.
6.55
Dry Wt. after test
84.48
% Pass #200
49.51
Init. Dry Wt.
173.88
Wt. Ret. on #200
84.48
Sieve Size/No.
Sieve Size (mm)
Weight Ret.
% Retained
% Passing
4
4.750
0.00
0.00
100.00
8
2.360
0.02
0.01
99.99
16
1.180
0.01
0.01
99.99
30
0.600
0.29
0.17
99.83
50
0.300
0.74
0.44
99.56
100
0.150
11.93
7.13
92.87
200
0.075
84.48
50.49
49.51
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-36-5
Depth, Ft.
6'-9'
Classification
Very Dark 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 36-5
Sample No.
4
Depth:
9'-12'
Matl Desc.
Dark Gray Lean Clay w/ Sand
Tare No.
75
Init Wt. - Tare
89.05
% Ret.
24.20
Tare Wt.
6.59
Dry Wt. after test
21.55
% Pass #200
75.80
Init. Dry Wt.
95.64
Wt. Ret. on #200
21.55
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
0.10
0.11
99.89
30
0.600
0.42
0.47
99.53
50
0.300
0.95
1.07
98.93
100
0.150
3.14
3.53
96.47
200
0.075
21.55
24.20
75.80
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 <