LOG OF SOIL BORING HG-09-15780.GPJ HVJ.GDT 1/11/10
89
Soft brown SILTY CLAY (CL-ML)
Firm to stiff brown SILTY CLAY (CL-ML)
-w/ sandstone 38'-40'
98
88
Stiff to very stiff brown FAT CLAY (CH)
Shear Types:
= Torvane
PLATE A-a
10
20
30
40
50
60
70
80
90
SOIL SYMBOLS
SAMPLER SYMBOLS
AND FIELD TEST DATA
% PASSING
NO. 200 SIEVE
0.5
1.0
1.5
2.0
DRY DENSITY
PCF
= Unconf. Comp.
Project No.: HG0915780
Elevation: -10.7 feet
Station: --
Offset: --
Project: Atkinson Marsh Cells 7,8 & 9
Boring No.: BC-9 (Depth of Water = 13 feet)
Groundwater during drilling: 0 feet
Groundwater after drilling: ---
SOIL/ROCK CLASSIFICATION
= UU Triaxial
0
5
10
15
20
25
30
35
40
ELEV.
DEPTH,
FEET
SHEAR STRENGTH, TSF
LIQUID LIMIT
MOISTURE
Date: 7/25/2009
Northing: 13,792,245.4
Easting: 3,252,308.4
LOG OF BORING
PLASTIC LIMIT
CONTENT, %
-15
-20
-25
-30
-35
-40
-45
-50
= Hand Penet.
27
74
5-7-8
LOG OF SOIL BORING HG-09-15780.GPJ HVJ.GDT 1/11/10
10-10-25
9-12-17
12-14-17
Firm to stiff brown and gray FAT CLAY (CH)
-w/ sand seams and shells 48'-50'
Medium dense brown and gray CLAYEY SAND (SC)
-w/ shells 58'-73'
Medium dense to dense brown and gray SAND WITH
SILT (SP-SM)
Dense gray CLAYEY SAND (SC)
-w/ shells 73'-78'
Hard gray and brown LEAN CLAY (CL)
-w/ calcareous nodules 78'-80'
25-30-42
6-10-15
PLATE A-b
% PASSING
NO. 200 SIEVE
Project No.: HG0915780
Elevation: -10.7 feet
Station: --
Offset: --
DRY DENSITY
PCF
= Unconf. Comp.
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LOG OF BORING
PLASTIC LIMIT
Shear Types:
SOIL SYMBOLS
SAMPLER SYMBOLS
AND FIELD TEST DATA
MOISTURE
18
5-6-7
SOIL/ROCK CLASSIFICATION
SHEAR STRENGTH, TSF
= UU Triaxial
Project: Atkinson Marsh Cells 7,8 & 9
Boring No.: BC-9 (Depth of Water = 13 feet)
Groundwater during drilling: 0 feet
Groundwater after drilling: ---
10
20
30
