Soft to stiff reddish brown LEAN CLAY (CL)
Stiff to very stiff reddish brown and gray FAT CLAY
(CH)
96
LOG OF SOIL BORING HG-09-15780.GPJ HVJ.GDT 1/11/10
-10
-15
-20
-25
-30
-35
= Torvane
SOIL/ROCK CLASSIFICATION
Shear Types:
PLATE A-a
SOIL SYMBOLS
SAMPLER SYMBOLS
AND FIELD TEST DATA
% PASSING
NO. 200 SIEVE
DRY DENSITY
PCF
= Unconf. Comp.
0
5
10
15
20
25
30
ELEV.
DEPTH,
FEET
= Hand Penet.
LIQUID LIMIT
= UU Triaxial
LOG OF BORING
PLASTIC LIMIT
MOISTURE
CONTENT, %
SHEAR STRENGTH, TSF
10
20
30
40
50
60
70
80
90
0.5
1.0
1.5
2.0
Project No.: HG0915780
Elevation: -7.1 feet
Station: --
Offset: --
Project: Atkinson Marsh Cells 7,8 & 9
Boring No.: BC-3 (Depth of Water = 9.5 feet)
Groundwater during drilling: 0 feet
Groundwater after drilling: ---
Date: 7/28/2009
Northing: 13,792,964.4
Easting: 3,241,452.0
35
10-12-15
-w/ calcareous nodules 53'-55'
Medium dense gray CLAYEY SAND (SC)
78
92
LOG OF SOIL BORING HG-09-15780.GPJ HVJ.GDT 1/11/10
20-23-35
100
= Torvane
= UU Triaxial
SOIL/ROCK CLASSIFICATION
Shear Types:
PLATE A-b
SOIL SYMBOLS
SAMPLER SYMBOLS
AND FIELD TEST DATA
Project: Atkinson Marsh Cells 7,8 & 9
Boring No.: BC-3 (Depth of Water = 9.5 feet)
Groundwater during drilling: 0 feet
Groundwater after drilling: ---
% PASSING
NO. 200 SIEVE
DRY DENSITY
PCF
= Unconf. Comp.
Date: 7/28/2009
Northing: 13,792,964.4
Easting: 3,241,452.0
30
35
40
45
50
55
60
ELEV.
