1. LOG OF BORING
  2. LOG OF BORING
alt
LOG OF SOIL BORING HG-09-15780.GPJ HVJ.GDT 1/11/10
Date: 8/1/2009
Northing: 13,792,079.0
Easting: 3,241,379.6
LIQUID LIMIT
= Hand Penet.
ELEV.
DEPTH,
FEET
0
5
10
15
20
25
30
PLASTIC LIMIT
LOG OF BORING
-5
-10
-15
-20
-25
-30
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: -4.0 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-4 (Depth of Water = 7 feet)
Groundwater during drilling: 0 feet
Groundwater after drilling: ---
= UU Triaxial
SOIL/ROCK CLASSIFICATION
10
20
30
40
50
60
70
80
90
alt
alt
89
90
10-13-17
6-10-15
LOG OF SOIL BORING HG-09-15780.GPJ HVJ.GDT 1/11/10
Stiff to very stiff reddish brown FAT CLAY (CH)
-w/ sandstone 48'-50'
-w/ calcareous nodules 53'-55'
Very stiff gray and brown SANDY LEAN CLAY (CL)
Shear Types:
= UU Triaxial
SHEAR STRENGTH, TSF
SOIL SYMBOLS
SAMPLER SYMBOLS
AND FIELD TEST DATA
% PASSING
NO. 200 SIEVE
10
20
30
40
50
60
70
80
90
DRY DENSITY
PCF
= Unconf. Comp.
0.5
1.0
1.5
2.0
Project No.: HG0915780
Elevation: -4.0 feet
Station: --
Offset: --
MOISTURE
Project: Atkinson Marsh Cells 7,8 & 9