1. LOG OF BORING
0
5
10
15
20
25
30
35
80
72
69
LOG OF SOIL BORING HG-09-15782-1.GPJ HVJ.GDT 1/5/10
Dark gray (10YR 4/1) LEAN CLAY w/ SAND (CL)
Pale brown (10YR 6/3) LEAN CLAY w/ SAND (CL)
Very dark gray (10YR 3/1) SANDY LEAN CLAY (CL)
Dark gray (10YR 4/1) LEAN CLAY w/ SAND (CL)
DRY DENSITY
PCF
10
5
0
-5
-10
-15
-20
SOIL/ROCK CLASSIFICATION
= Torvane
Shear Types:
ELEV.
DEPTH,
FEET
PLATE A-6
75
SOIL SYMBOLS
SAMPLER
SYMBOLS
AND FIELD TEST DATA
% PASSING
NO. 200 SIEVE
= Unconf. Comp.
Date: 11/18/2009
Northing: 13,761,154.2
Easting: 3,389,739.6
= 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: 11.96 feet
Station: --
Offset: --
PLASTIC LIMIT
Project: Bolivar DMPA No. 36
Boring No.: PA 36-6
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 36-6
Sample No.
2
Depth:
3'-6'
Matl Desc.
Pale Brown Lean Clay w/ Sand
Tare No.
80
Init Wt. - Tare
111.19
% Ret.
27.74
Tare Wt.
6.60
Dry Wt. after test
30.84
% Pass #200
72.26
Init. Dry Wt.
117.79
Wt. Ret. on #200
30.84
Sieve Size/No.
Sieve Size (mm)
Weight Ret.
% Retained
% Passing
4
4.750
0.00
0.00
100.00
8
2.360
0.04
0.04
99.96
16
1.180
0.10
0.09
99.91
30
0.600
0.42
0.38
99.62
50
0.300
1.10
0.99
99.01
100
0.150
4.97
4.47
95.53
200
0.075
30.84
27.74
72.26
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-36-6
Depth, Ft.
3'-6'
Classification
Pale 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 36-6
Sample No.
3
Depth:
6'-9'
Matl Desc.
Very Dark Gray Sandy Clay
Tare No.
67
Init Wt. - Tare
110.36
% Ret.
31.04
Tare Wt.
6.57
Dry Wt. after test
34.26
% Pass #200
68.96
Init. Dry Wt.
116.93
Wt. Ret. on #200
34.26
Sieve Size/No.
Sieve Size (mm)
Weight Ret.
% Retained
% Passing
4
4.750
0.00
0.00
100.00
8
2.360
0.06
0.05
99.95
16
1.180
0.37
0.34
99.66
30
0.600
0.69
0.63
99.37
50
0.300
1.09
0.99
99.01
100
0.150
6.93
6.28
93.72
200
0.075
34.26
31.04
68.96
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-36-6
Depth, Ft.
6'-9'
Classification
Very 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 36-6
Sample No.
4
Depth:
9'-12'
Matl Desc.
Dark Gray Lean Clay w/ Sand
Tare No.
74
Init Wt. - Tare
70.44
% Ret.
25.37
Tare Wt.
6.55
Dry Wt. after test
17.87
% Pass #200
74.63
Init. Dry Wt.
76.99
Wt. Ret. on #200
17.87
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
6.69
9.50
90.50
30
0.600
6.95
9.87
90.13
50
0.300
7.22
10.25
89.75
100
0.150
9.37
13.30
86.70
200
0.075
17.87
25.37
74.63
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 <