1. LOG OF BORING
  2. LOG OF BORING
alt
LIQUID LIMIT
= Hand Penet.
LOG OF SOIL BORING HG-09-15780.GPJ HVJ.GDT 1/11/10
ELEV.
DEPTH,
FEET
0
5
10
15
20
25
30
35
40
Date: 8/3/2009
Northing: 13,792,509.2
Easting: 3,251,343.4
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: -9.6 feet
Station: --
Offset: --
Project: Atkinson Marsh Cells 7,8 & 9
Boring No.: BC-8 (Depth of Water = 13.5 feet)
Groundwater during drilling: 0 feet
Groundwater after drilling: ---
= UU Triaxial
SOIL/ROCK CLASSIFICATION
= Unconf. Comp.
DRY DENSITY
PCF
% PASSING
NO. 200 SIEVE
SOIL SYMBOLS
SAMPLER SYMBOLS
AND FIELD TEST DATA
PLATE A-a
Shear Types:
= Torvane
-10
-15
-20
-25
-30
-35
-40
-45
91
Soft to stiff reddish brown FAT CLAY (CH)
-w/ calcareous nodules 13'-15'
-w/ sand seams 18'-20'
Soft reddish brown SANDY LEAN CLAY (CL)
alt
12-16-22
37
44
52
LOG OF SOIL BORING HG-09-15780.GPJ HVJ.GDT 1/11/10
80
9-19-20
5-9-15
15-30-45
Firm to stiff gray FAT CLAY (CH)
-w/ calcareous nodules 53'-55'
Medium dense to dense brownish gray CLAYEY
SAND (SC)
-w/ rocks and shells 68'-75'
87
Hard gray and brown LEAN CLAY (CL)
-w/ calcareous nodules 78'-80'
10
20
30
40
50
60
70
80
90
Dense brown SANDY SILT (ML)
-w/ rocks 63'-65'
Project No.: HG0915780
Elevation: -9.6 feet
Station: --
Offset: --
Project: Atkinson Marsh Cells 7,8 & 9
Boring No.: BC-8 (Depth of Water = 13.5 feet)
Groundwater during drilling: 0 feet
Groundwater after drilling: ---
= UU Triaxial
SOIL/ROCK CLASSIFICATION
MOISTURE
SHEAR STRENGTH, TSF
= Unconf. Comp.
DRY DENSITY
PCF
% PASSING
NO. 200 SIEVE
SOIL SYMBOLS
SAMPLER SYMBOLS