LOG OF SOIL BORING HG-09-15780.GPJ HVJ.GDT 1/11/10
4-5-7
Firm reddish brown LEAN CLAY (CL)
Medium dense reddish brown SILT (ML)
Very soft to stiff reddish brown SILTY CLAY (CL-ML)
Stiff to very stiff reddish brown and gray LEAN CLAY
(CL)
99
5-7-11
9-13-15
PLATE A-a
SOIL SYMBOLS
SAMPLER SYMBOLS
AND FIELD TEST DATA
CONTENT, %
DRY DENSITY
PCF
= Unconf. Comp.
MOISTURE
SHEAR STRENGTH, TSF
Shear Types:
10
20
30
40
50
60
70
80
90
PLASTIC LIMIT
93
0.5
1.0
1.5
2.0
SOIL/ROCK CLASSIFICATION
= UU Triaxial
Project No.: HG0915780
Elevation: -0.3 feet
Station: --
Offset: --
Project: Atkinson Marsh Cells 7,8 & 9
Boring No.: BC-1 (Depth of Water = 2.4 feet)
Groundwater during drilling: 0 feet
Groundwater after drilling: ---
ELEV.
DEPTH,
FEET
% PASSING
NO. 200 SIEVE
0
5
10
15
20
25
30
LOG OF BORING
= Hand Penet.
= Torvane
LIQUID LIMIT
-5
-10
-15
-20
-25
-30
Date: 11/2/2009
Northing: 13,791,959.7
Easting: 3,239,469.7
Loose reddish brown CLAYEY SAND (SC)
80
4-7-14
6-8-14
2-3-4
7-17-29
LOG OF SOIL BORING HG-09-15780.GPJ HVJ.GDT 1/11/10
Stiff to very stiff dark gray and reddish brown FAT
CLAY (CH)
Very stiff light gray SANDY LEAN CLAY (CL)
-w/ calcareous and ferrous nodules
Dense brown SAND (SP)
13
4
-w/ calcareous nodules 43'-45'
93
= Unconf. Comp.
-35
-40
-45
-50
-55
-60
0.5
1.0
1.5
2.0
SOIL/ROCK CLASSIFICATION
Shear Types:
= Torvane
PLATE A-b
SOIL SYMBOLS
SAMPLER SYMBOLS
AND FIELD TEST DATA
% PASSING
NO. 200 SIEVE
DRY DENSITY
PCF
= UU Triaxial
Project: Atkinson Marsh Cells 7,8 & 9
Boring No.: BC-1 (Depth of Water = 2.4 feet)
Groundwater during drilling: 0 feet
