1. LOG OF BORING
  2. LOG OF BORING
alt
Very soft gray SANDY LEAN CLAY (CL)
-w/ shells 18'-20'
LOG OF SOIL BORING HG-09-15780.GPJ HVJ.GDT 1/11/10
84
Stiff reddish brown and gray FAT CLAY (CH)
= Torvane
= UU Triaxial
SOIL/ROCK CLASSIFICATION
Shear Types:
PLATE A-a
SOIL SYMBOLS
SAMPLER SYMBOLS
AND FIELD TEST DATA
% PASSING
NO. 200 SIEVE
-10
-15
-20
-25
-30
-35
-40
-45
DRY DENSITY
PCF
= Unconf. Comp.
0
5
10
15
20
25
30
35
40
ELEV.
DEPTH,
FEET
= Hand Penet.
LIQUID LIMIT
Date: 7/31/2009
Northing: 13,791,410.3
Easting: 3,253,113.6
Project: Atkinson Marsh Cells 7,8 & 9
Boring No.: BC-10 (Depth of Water = 14 feet)
Groundwater during drilling: 0 feet
Groundwater after drilling: ---
0.5
1.0
1.5
2.0
LOG OF BORING
PLASTIC LIMIT
MOISTURE
CONTENT, %
SHEAR STRENGTH, TSF
10
20
30
40
50
60
70
80
90
Project No.: HG0915780
Elevation: -9.3 feet
Station: --
Offset: --
alt
Dense brown SAND WITH CLAY (SP-SC)
85
17-25-28
6-12-23
6-7-10
LOG OF SOIL BORING HG-09-15780.GPJ HVJ.GDT 1/11/10
Very dense brown and gray CLAYEY SAND (SC)
Medium dense to dense brown SAND (SP)
-w/ shells 68'-75'
37
36
8
2
4
Firm gray and brown SANDY LEAN CLAY (CL)
= Torvane
MOISTURE
PLATE A-b
SOIL/ROCK CLASSIFICATION
SOIL SYMBOLS
SAMPLER SYMBOLS
AND FIELD TEST DATA
% PASSING
NO. 200 SIEVE
10
20
30
40
50
60
70
80
90
DRY DENSITY
PCF
Shear Types:
= Unconf. Comp.
Project No.: HG0915780
Elevation: -9.3 feet
Station: --
Offset: --
13-23-25
Project: Atkinson Marsh Cells 7,8 & 9
Boring No.: BC-10 (Depth of Water = 14 feet)
Groundwater during drilling: 0 feet