1. LOG OF BORING
  2. LOG OF BORING
alt
99
LOG OF SOIL BORING HG-09-15780.GPJ HVJ.GDT 1/11/10
4-9-14
5-6-9
97
Stiff reddish brown LEAN CLAY (CL)
Medium dense reddish brown SANDY SILT (ML)
Stiff to very stiff reddish brown FAT CLAY (CH)
Very soft reddish brown SILTY CLAY (CL-ML)
Stiff reddish brown LEAN CLAY (CL)
67
6-9-18
PLASTIC LIMIT
Shear Types:
CONTENT, %
= UU Triaxial
% PASSING
NO. 200 SIEVE
MOISTURE
DRY DENSITY
PCF
= Unconf. Comp.
SHEAR STRENGTH, TSF
= Torvane
PLATE A-a
0.5
1.0
1.5
2.0
87
Project No.: HG0915780
Elevation: -1.2 feet
Station: --
Offset: --
SOIL/ROCK CLASSIFICATION
Project: Atkinson Marsh Cells 7,8 & 9
Boring No.: BC-12 (Depth of Water = 2.6 feet)
Groundwater during drilling: 0 feet
Groundwater after drilling: ---
10
20
30
40
50
60
70
80
90
SOIL SYMBOLS
SAMPLER SYMBOLS
AND FIELD TEST DATA
0
5
10
15
20
25
30
-5
-10
-15
-20
-25
-30
ELEV.
DEPTH,
FEET
LOG OF BORING
Date: 11/2/2009
Northing: 13,791,873.2
Easting: 3,235,386.1
LIQUID LIMIT
= Hand Penet.
alt
Loose brown CLAYEY SAND (SC)
105
2-8-11
4-4-7
22-24-50/5''
2-1-5
LOG OF SOIL BORING HG-09-15780.GPJ HVJ.GDT 1/11/10
Stiff to very stiff reddish brown FAT CLAY (CH)
Medium dense to very dense reddish brown SAND w/
silt (SP-SM)
7
9
30
Firm to stiff reddish brown and gray SANDY LEAN
CLAY (CL)
90
= 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-12 (Depth of Water = 2.6 feet)