LOG OF SOIL BORING HG-10-19742.GPJ HVJ.GDT 3/5/13
89
43
5-4-6
7-8-11
8-12-14
5-7-12
4-5-5
89
7-10-10
7-9-10
9-10-9
6-8-11
Medium dense reddish brown CLAYEY SAND (SC)
6-6-8
Firm reddish brown SANDY LEAN CLAY (CL)
Medium dense reddish brown SILT (ML)
Stiff to very stiff reddish brown FAT CLAY (CH)
Firm to very stiff gray SANDY LEAN CLAY (CL)
-w/ clayey sand layer 36'-38'
29
57
35
4-6-8
Medium dense reddish brown SANDY SILT (ML)
LOG OF BORING
MOISTURE
SOIL/ROCK CLASSIFICATION
= UU Triaxial
See Plate 2 for boring location.
Project: Bayport Ship Channel Phase 2
Boring No.: 12-64 (Depth of Water = 5.8 feet)
Groundwater during drilling: 0 feet
Groundwater after drilling: ---
0.5
1.0
1.5
2.0
10
20
30
40
50
60
70
80
90
SOIL SYMBOLS
SAMPLER SYMBOLS
AND FIELD TEST DATA
LIQUID LIMIT
= Hand Penet.
ELEV.
DEPTH,
FEET
0
5
10
15
20
25
30
35
40
-5
-10
-15
-20
-25
-30
-35
-40
= Torvane
PLASTIC LIMIT
PLATE A-6a
CONTENT, %
% PASSING
NO. 200 SIEVE
DRY DENSITY
PCF
= Unconf. Comp.
Project No.: HG1019742
Elevation (MLT): -3.5 feet
Station: 97+94.49
Range: -310.14
Date: 12/5/2012
Northing: 13,792,650.1
Easting: 3,238,737.2
SHEAR STRENGTH, TSF
Shear Types:
96
112
91
Reddish brown SANDY LEAN CLAY (CL)
Medium dense reddish brown CLAYEY SAND (SC)
33
50
Medium dense brown SILTY SAND (SM)
Medium dense reddish brown CLAYEY SAND (SC)
117
LOG OF SOIL BORING HG-10-19742.GPJ HVJ.GDT 3/5/13
33
Firm to very stiff gray SANDY LEAN CLAY (CL)
35
6-6-10
8-10-10
9-9-16
7-12-10
5-7-12
8-10-9
PLATE A-6b
MOISTURE
SHEAR STRENGTH, TSF
Date: 12/5/2012
Northing: 13,792,650.1
Easting: 3,238,737.2
Project No.: HG1019742
Elevation (MLT): -3.5 feet
Station: 97+94.49
Range: -310.14
= Unconf. Comp.
DRY DENSITY
PCF
PLASTIC LIMIT
SOIL SYMBOLS
SAMPLER SYMBOLS
AND FIELD TEST DATA
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LOG OF BORING
Shear Types:
= Torvane
-45
-50
-55
