LOG OF SOIL BORING HG-09-15780.GPJ HVJ.GDT 1/11/10
Date: 7/27/2009
Northing: 13,792,183.0
Easting: 3,239,956.0
LIQUID LIMIT
= Hand Penet.
ELEV.
DEPTH,
FEET
0
5
10
15
20
25
30
PLASTIC LIMIT
LOG OF BORING
-15
-20
-25
-30
-35
-40
Shear Types:
= Torvane
PLATE A-a
SOIL SYMBOLS
SAMPLER SYMBOLS
AND FIELD TEST DATA
% PASSING
NO. 200 SIEVE
DRY DENSITY
PCF
CONTENT, %
Project No.: HG0915780
Elevation: -12.8 feet
Station: --
Offset: --
MOISTURE
SHEAR STRENGTH, TSF
= Unconf. Comp.
0.5
1.0
1.5
2.0
Project: Atkinson Marsh Cells 7,8 & 9
Boring No.: BC-2 (Depth of Water = 14 feet)
Groundwater during drilling: 0 feet
Groundwater after drilling: ---
= UU Triaxial
SOIL/ROCK CLASSIFICATION
10
20
30
40
50
60
70
80
90
Stiff to very stiff reddish brown and gray FAT CLAY
(CH)
92
103
LOG OF SOIL BORING HG-09-15780.GPJ HVJ.GDT 1/11/10
Very stiff gray SANDY LEAN CLAY (CL)
Stiff gray and brown FAT CLAY (CH)
-w/ calcareous nodules 53'-55'
Very dense brown SAND WITH SILT (SP-SM)
11
Project No.: HG0915780
Elevation: -12.8 feet
Station: --
Offset: --
Shear Types:
MOISTURE
% PASSING
NO. 200 SIEVE
SHEAR STRENGTH, TSF
DRY DENSITY
PCF
= Unconf. Comp.
10
20
30
40
50
60
70
80
90
0.5
1.0
1.5
2.0
CONTENT, %
PLATE A-b
9-20-35
Project: Atkinson Marsh Cells 7,8 & 9
Boring No.: BC-2 (Depth of Water = 14 feet)
