LIQUID
LIMIT
6
0
5
10
15
20
25
30
35
ELEV.
DEPTH,
FEET
= Hand Penet.
1-2-1
92
6
5-3-2
1-3-6
Greenish brown SAND w/ silt (SP-SM)
Very dark grayish brown CLAY (CH)
= Unconf. Comp.
SOIL
SYMBOLS
SAMPLER
SYMBOLS
AND
FIELD
TEST
DATA
PLATE A-6
Shear Types:
= Torvane
15
10
5
0
-5
-10
-15
MOISTURE
CONTENT,
%
LOG
OF
BORING
PLASTIC
LIMIT
SHEAR
STRENGTH,
TSF
10 20 30 40 50 60 70 80 90
0.5
1.0
1.5
2.0
Project No.: HG-05-28280
Elevation: 16.4 feet
Station: --
Offset: --
Project: Sand Search for DMPAs
Boring No.: B-6
Groundwater during drilling: ---
Groundwater after drilling: ---
= UU Triaxial
SOIL/ROCK CLASSIFICATION
Date: 2/13/2006
Northing: 13,698,878.0
Easting: 3,302,995.0
PLATE C-10
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
2.382.38
0
10
20
30
40
50
60
70
80
90
100
0.001
0.01
0.1
1
10
100
Grain
Size
in
Millimeters
0
10
20
30
40
50
60
70
80
90
100
Boring No.
B-6
Depth,
Ft.
0-2'
Classific at ion
Greenish brown Sand with silt
U.S. Standard Sieve Openings in Inches
U.S. Standard Sieve Numbers
Hydrometer
SIEVE ANALYSIS DATA
Project:
Sand Search
Job No.
HG-05-28280 Date:
02/15/06
Boring No.
6
Sample No.
1
Depth:
0-2'
Matl Desc.
Greenish brown Sand with silt
Tare No.
10
Init Wt. - Tare
69.12
% Ret.
91.80
Tare Wt.
6.72
Dry Wt. after test
70.17
% Pass #200
8.20
Init. Dry Wt.
75.84
Wt. Ret. on #200
63.45
Sieve Size/No.
Sieve Size (mm)
Weight Ret.
% Retained
% Passing
8
2.38
5.66
8.19
91.81
10
2
6.39
9.24
90.76
16
1.19
13.93
20.15
79.85
30
0.59
22.54
32.61
67.39
50
0.297
27.41
39.66
60.34
100
0.149
41.45
59.97
40.03
200
0.074
63.45
91.80
8.20
0.033
5.91
0.021
5.91
0.015
5.91
0.012
5.91
0.008
5.91
0.006
5.91
0.004
5.91
0.002
5.91
0.001
4.43
PLATE C-10b
PLATE D-11
2 1 1/2
1 3/4 1/2 3/8
1/4 4
8 10
16
20
30 40 5060 80100
140 200
0
10
20
30
40
50
60
70
80
90
100
0.001
0.01
0.1
1
10
100
Grain
Size
in
Millimeters
0
10
20
30
40
50
60
70
80
90
100
Boring No.
B-6
Depth,
Ft.
2-4'
Classific at ion
Greenish brown Sand with silt
U.S. Standard Sieve Openings in Inches
U.S. Standard Sieve Numbers
Hydrometer
PLATE D-12
2 1 1/2
1 3/4
1/2 3/8
1/4 4
8 10
16
20
30 40 50 60 80100
140 200
0
10
20
30
40
50
60
70
80
90
100
0.001
0.01
0.1
1
10
100
Grain
Size
in
Millimeters
0
10
20
30
40
50
60
70
80
90
100
Boring No.
B-6
Depth,
Ft.
4-6'
Classific at ion
Very dark grayish brown Clay
U.S. Standard Sieve Openings in Inches
U.S. Standard Sieve Numbers
Hydrometer
SIEVE ANALYSIS DATA
Project:
Sand Search
Job No.
HG-05-28280
Date:
02/15/06
Boring No.
6
Sample No.
2
Depth:
2-4'
Matl Desc.
Greenish brown Sand with silt
Tare No.
13
Init Wt. - Tare
110.24
% Ret.
94.46
Tare Wt.
6.71
Dry Wt. after test
110.84
% Pass #200
5.54
Init. Dry Wt.
116.95
Wt. Ret. on #200
104.13
Sieve Size/No.
Sieve Size (mm)
Weight Ret.
% Retained
% Passing
3/8"
9.5
0.00
0.00
100.00
4
4.76
2.42
2.20
97.80
8
2.38
9.26
8.40
91.60
10
2