LOG OF SOIL BORING HG-09-15780.GPJ HVJ.GDT 1/11/10
Date: 7/27/2009
Northing: 13,792,896.7
Easting: 3,242,944.3
LIQUID LIMIT
= Hand Penet.
ELEV.
DEPTH,
FEET
0
5
10
15
20
25
30
PLASTIC LIMIT
LOG OF BORING
-10
-15
-20
-25
-30
-35
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: -7.7 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-5 (Depth of Water = 10 feet)
Groundwater during drilling: 0 feet
Groundwater after drilling: ---
= UU Triaxial
SOIL/ROCK CLASSIFICATION
10
20
30
40
50
60
70
80
90
-w/ sandstone 58'-60'
73
101
8-10-14
LOG OF SOIL BORING HG-09-15780.GPJ HVJ.GDT 1/11/10
Medium dense dark gray CLAYEY SAND (SC)
95
27
21
Stiff to very stiff gray SANDY LEAN CLAY (CL)
Soft to stiff reddish brown and gray FAT CLAY (CH)
-w/ sand layer 33'-35'
= UU Triaxial
0.5
1.0
1.5
2.0
PLATE A-b
Project No.: HG0915780
Elevation: -7.7 feet
Station: --
Offset: --
SOIL SYMBOLS
SAMPLER SYMBOLS
AND FIELD TEST DATA
% PASSING
NO. 200 SIEVE
DRY DENSITY
PCF
10
20
30
40
50
60
70
80
90
Project: Atkinson Marsh Cells 7,8 & 9
Boring No.: BC-5 (Depth of Water = 10 feet)
Groundwater during drilling: 0 feet
