5-12-13
10-16-20
LOG OF SOIL BORING HG-10-19742.GPJ HVJ.GDT 3/5/13
7-9-12
6-8-10
95
Stiff to hard reddish brown and gray FAT CLAY (CH)
Firm to very stiff reddish brown LEAN CLAY (CL)
Medium dense reddish brown CLAYEY SAND (SC)
Firm brown and gray SANDY LEAN CLAY (CL)
89
5-7-9
99
97
8-12-12
8-8-10
6-6-8
3-4-9
5-6-7
101
Stiff to very stiff reddish brown FAT CLAY (CH)
PLASTIC LIMIT
CONTENT, %
SOIL/ROCK CLASSIFICATION
= UU Triaxial
See Plate 2 for boring location.
Project: Bayport Ship Channel Phase 2
Boring No.: 12-63 (Depth of Water = 5.6 feet)
Groundwater during drilling: 0 feet
Groundwater after drilling: ---
Firm to very stiff reddish brown SILTY CLAY (CL-ML)
0.5
1.0
1.5
2.0
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
LOG OF BORING
PLATE A-5a
10
20
30
40
50
60
70
80
90
% PASSING
NO. 200 SIEVE
DRY DENSITY
PCF
= Unconf. Comp.
Project No.: HG1019742
Elevation (MLT): -2.5 feet
Station: 91+75.17
Range: -329.62
Date: 12/4/2012
Northing: 13,792,636.2
Easting: 3,238,117.7
SHEAR STRENGTH, TSF
MOISTURE
Shear Types:
98
49
LOG OF SOIL BORING HG-10-19742.GPJ HVJ.GDT 3/5/13
106
Very stiff to hard brown and gray SANDY LEAN CLAY
(CL)
Medium dense brown CLAYEY SAND (SC)
35
49
10-16-20
5-6-7
6-8-10
5-11-16
9-13-16
MOISTURE
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LOG OF BORING
-45
-50
-55
-60
-65
-70
-75
-80
PLASTIC LIMIT
Shear Types:
= Torvane
40
45
50
55
60
65
70
75
80
31
ELEV.
DEPTH,
FEET
SOIL SYMBOLS
