LOG OF SOIL BORING HG-09-15780.GPJ HVJ.GDT 1/11/10
Date: 7/29/2009
Northing: 13,791,820.3
Easting: 3,234,023.2
LIQUID LIMIT
= Hand Penet.
ELEV.
DEPTH,
FEET
0
5
10
15
20
25
30
PLASTIC LIMIT
LOG OF BORING
-10
-15
-20
-25
-30
-35
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: -7.5 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-11 (Depth of Water = 10 feet)
Groundwater during drilling: 0 feet
Groundwater after drilling: ---
= UU Triaxial
SOIL/ROCK CLASSIFICATION
10
20
30
40
50
60
70
80
90
Stiff reddish brown FAT CLAY (CH)
93
106
5-9-22
LOG OF SOIL BORING HG-09-15780.GPJ HVJ.GDT 1/11/10
-w/ sand seams 38'-40'
Stiff to very stiff gray and brown SANDY LEAN CLAY
(CL)
-w/ calcareous nodules 48'-50'
Very stiff brown FAT CLAY (CH)
-w/ shells 53'-55'
Very dense brown SAND WITH SILT (SP-SM)
74
7
0.5
1.0
1.5
2.0
CONTENT, %
Project No.: HG0915780
Elevation: -7.5 feet
Station: --
Offset: --
PLATE A-b
= UU Triaxial
SOIL SYMBOLS
SAMPLER SYMBOLS
AND FIELD TEST DATA
% PASSING
NO. 200 SIEVE
SHEAR STRENGTH, TSF
DRY DENSITY
PCF
= Unconf. Comp.
10
20
30
40
50
60
70
80
90
Shear Types:
