1. LOG OF BORING
  2. LOG OF BORING
alt
Stiff to very stiff reddish brown and gray FAT CLAY
(CH)
94
10-21-20
4-8-10
5-6-12
7-20-50/5.5''
Reddish brown SILT (ML)
LOG OF SOIL BORING HG-09-15780.GPJ HVJ.GDT 1/11/10
Medium dense to very dense reddish brown SILTY
SAND (SM)
-w/ rocks 18'-20'
20
61
14
Medium dense reddish brown SANDY SILT (ML)
Dense reddish brown SILTY SAND (SM)
Project: Atkinson Marsh Cells 7,8 & 9
Boring No.: BC-14 (Depth of Water = 3.7 feet)
Groundwater during drilling: 0 feet
Groundwater after drilling: ---
10
20
30
40
50
60
70
80
90
Shear Types:
= Torvane
= UU Triaxial
PLATE A-a
Project No.: HG0915780
Elevation: -1.6 feet
Station: --
Offset: --
SOIL SYMBOLS
SAMPLER SYMBOLS
AND FIELD TEST DATA
% PASSING
NO. 200 SIEVE
-5
-10
-15
-20
-25
-30
= Unconf. Comp.
SOIL/ROCK CLASSIFICATION
DRY DENSITY
PCF
0
5
10
15
20
25
30
0.5
1.0
1.5
2.0
ELEV.
DEPTH,
FEET
= Hand Penet.
LOG OF BORING
MOISTURE
SHEAR STRENGTH, TSF
PLASTIC LIMIT
CONTENT, %
Date: 11/2/2009
Northing: 13,790,997.5
Easting: 3,233,346.6
LIQUID LIMIT
alt
Medium dense gray SILT WITH SAND (ML)
86
5-9-14
6-5-8
5-11-22
7-9-10
LOG OF SOIL BORING HG-09-15780.GPJ HVJ.GDT 1/11/10
Dense gray SILTY SAND (SM)
Medium dense brown SILTY SAND (SM)
34
75
20
Stiff gray SANDY LEAN CLAY (CL)
-w/ sand seams 43'-45'
MOISTURE
PLATE A-b
SOIL SYMBOLS
SAMPLER SYMBOLS
AND FIELD TEST DATA
% PASSING
NO. 200 SIEVE
10
20
30
40
50
60
70
80
90
DRY DENSITY
PCF
= Unconf. Comp.
0.5
1.0
1.5
2.0
Shear Types:
= Torvane
3-6-8
Pro