8-12-12
LOG OF SOIL BORING HG-10-19742.GPJ HVJ.GDT 3/5/13
Stiff to very stiff reddish brown FAT CLAY (CH)
7-8-9
5-7-9
Firm to very stiff reddish brown LEAN CLAY (CL)
Stiff reddish brown SILTY CLAY (CL-ML)
88
91
95
6-9-12
102
2-4-5
4-6-9
6-8-9
8-11-12
5-7-9
4-6-8
95
Stiff to very stiff reddish brown FAT CLAY (CH)
LOG OF BORING
PLASTIC LIMIT
SOIL/ROCK CLASSIFICATION
= UU Triaxial
See Plate 2 for boring location.
Project: Bayport Ship Channel Phase 2
Boring No.: 12-62 (Depth of Water = 6.5 feet)
Groundwater during drilling: 0 feet
Groundwater after drilling: ---
0.5
1.0
1.5
2.0
Medium dense reddish brown SILT WITH SAND (ML)
Stiff to very stiff reddish brown and gray SANDY LEAN
CLAY (CL)
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
PLATE A-4a
% PASSING
NO. 200 SIEVE
DRY DENSITY
PCF
= Unconf. Comp.
Project No.: HG1019742
Elevation (MLT): -3.9 feet
Station: 84+27.86
Range: -304.36
Date: 12/2/2012
Northing: 13,792,570.7
Easting: 3,237,372.8
SHEAR STRENGTH, TSF
MOISTURE
CONTENT, %
Shear Types:
98
10
20
30
40
50
60
70
80
90
66
95
98
79
98
10
91
Very stiff reddish brown FAT CLAY (CH)
Medium dense reddish brown CLAYEY SAND (SC)
Medium dense reddish brown SAND WITH SILT
(SP-SM)
Medium dense brown SILTY SAND (SM)
8-12-14
LOG OF SOIL BORING HG-10-19742.GPJ HVJ.GDT 3/5/13
49
19
30
6-6-8
8-12-14
8-4-8
6-8-12
SOIL SYMBOLS
SAMPLER SYMBOLS
AND FIELD TEST DATA
MOISTURE
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LOG OF BORING
-45
-50
-55
-60
-65
-70
-75
-80
PLASTIC LIMIT
Shear Types:
= Torvane
ELEV.
DEPTH,
FEET
PLATE A-4b
40
45
50
55
