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: 13,793,343.3
Easting: 3,250,386.3
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: -9.7 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-7 (Depth of Water = 12 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
Very stiff brown and gray SANDY LEAN CLAY (CL)
108
6-5-6
LOG OF SOIL BORING HG-09-15780.GPJ HVJ.GDT 1/11/10
10-20-26
Soft brown SANDY LEAN CLAY (CL)
Stiff brown and gray FAT CLAY (CH)
Dense brown SAND WITH SILT (SP-SM)
77
11
Medium dense brown SILT WITH SAND (ML)
10-14-18
= Torvane
SHEAR STRENGTH, TSF
Shear Types:
10
20
30
40
50
60
70
80
90
% PASSING
NO. 200 SIEVE
0.5
1.0
1.5
2.0
DRY DENSITY
PCF
= Unconf. Comp.
Project No.: HG0915780
Elevation: -9.7 feet
Station: --
Offset: --
PLATE A-b
Project: Atkinson Marsh Cells 7,8 & 9
Boring No.: BC-7 (Depth of Water = 12 feet)
Groundwater during drilling: 0 feet