8-11-13
5-6-9
5-6-8
LOG OF SOIL BORING HG-10-19742.GPJ HVJ.GDT 3/5/13
1-3-3
Stiff to very stiff light gray LEAN CLAY WITH SAND
(CL)
94
Firm to stiff light gray SANDY LEAN CLAY (CL)
Stiff to very stiff reddish brown FAT CLAY (CH)
Soft to very stiff reddish brown SILTY CLAY (CL-ML)
Stiff reddish brown FAT CLAY (CH)
Stiff reddish brown FAT CLAY (CH)
Loose reddish brown SILT (ML)
Firm reddish brown SANDY LEAN CLAY (CL)
8-8-10
105
81
94
3-8-8
4-4-7
4-6-7
4-7-7
5-5-6
Firm to stiff reddish brown SILTY CLAY (CL-ML)
= UU Triaxial
SOIL/ROCK CLASSIFICATION
LOG OF BORING
See Plate 2 for boring location.
Project: Bayport Ship Channel Phase 2
Boring No.: 12-60 (Depth of Water = 6.5 feet)
Groundwater during drilling: 0 feet
Groundwater after drilling: ---
Very soft to stiff reddish brown LEAN CLAY (CL)
10
20
30
40
50
60
70
80
90
% PASSING
NO. 200 SIEVE
LIQUID LIMIT
= Hand Penet.
ELEV.
DEPTH,
FEET
0
5
10
15
20
25
30
35
40
-5
-10
-15
-20
-25
-30
-35
-40
Shear Types:
= Torvane
SOIL SYMBOLS
SAMPLER SYMBOLS
AND FIELD TEST DATA
DRY DENSITY
PCF
= Unconf. Comp.
Project No.: HG1019742
Elevation (MLT): -4.1 feet
Station: 66+13.17
Range: -300.23
Date: 12/1/2012
Northing: 13,792,468.8
Easting: 3,235,561.0
SHEAR STRENGTH, TSF
MOISTURE
CONTENT, %
PLASTIC LIMIT
PLATE A-2a
97
83
0.5
1.0
1.5
2.0
91
80
98
98
91
91
83
109
108
Stiff to very stiff light gray LEAN CLAY WITH SAND
(CL)
11-17-20
Firm to stiff light gray LEAN CLAY (CL)
LOG OF SOIL BORING HG-10-19742.GPJ HVJ.GDT 3/5/13
Medium dense reddish brown SILTY SAND (SM)
54
89
37
6-9-10
5-6-7
5-4-7
3-11-18
Medium dense gray SILT (ML)
Shear Types:
= Torvane
PLATE A-2b
SOIL SYMBOLS
SAMPLER SYMBOLS
AND FIELD TEST DATA
% PASSING
NO. 200 SIEVE
DRY DENSITY
PCF
= Unconf. Comp.
Stiff to hard light gray SANDY LEAN CLAY (CL)
Project No.: HG1019742
Elevation (MLT): -4.1 feet
Station: 66+13.17
Range: -300.23
Date: 12/1/2012
Northing: 13,792,468.8
Easting: 3,235,561.0
SHEAR STRENGTH, TSF
MOISTURE
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LOG OF BORING
