2-5-8
7-9-11
LOG OF SOIL BORING HG-10-19742.GPJ HVJ.GDT 3/5/13
9-13-13
6-10-12
96
Very stiff reddish brown LEAN CLAY (CL)
-w/ shells 14'-20'
Soft to stiff reddish brown FAT CLAY (CH)
Medium dense reddish brown SILT WITH SAND (ML)
5-9-11
101
10-10-11
5-6-9
3-4-5
10-5-8
3-1-2
2-1-2
83
LOG OF BORING
MOISTURE
CONTENT, %
SOIL/ROCK CLASSIFICATION
= UU Triaxial
See Plate 2 for boring location.
Project: Bayport Ship Channel Phase 2
Boring No.: 12-65 (Depth of Water = 6.4 feet)
Groundwater during drilling: 0 feet
Groundwater after drilling: ---
Firm to very stiff reddish brown FAT CLAY (CH)
0.5
1.0
1.5
2.0
PLATE A-7a
LIQUID LIMIT
= Hand Penet.
ELEV.
DEPTH,
FEET
0
5
10
15
20
25
30
35
40
-5
-10
-15
-20
-25
-30
-35
-40
PLASTIC LIMIT
Shear Types:
10
20
30
40
50
60
70
80
90
SOIL SYMBOLS
SAMPLER SYMBOLS
AND FIELD TEST DATA
% PASSING
NO. 200 SIEVE
DRY DENSITY
PCF
= Unconf. Comp.
Project No.: HG1019742
Elevation (MLT): -3.7 feet
Station: 110+04.53
Range: -271.76
Date: 12/6/2012
Northing: 13,792,677.0
Easting: 3,239,947.5
SHEAR STRENGTH, TSF
= Torvane
96
99
99
98
95
81
81
76
82
97
Firm to very stiff reddish brown FAT CLAY (CH)
-w/ rocks 44'-48'
Medium dense to very dense reddish brown SILTY
SAND (SM)
-w/ rocks 48'-50'
Stiff reddish brown FAT CLAY (CH)
41
4-5-9
LOG OF SOIL BORING HG-10-19742.GPJ HVJ.GDT 3/5/13
95
4-6-8
12-20-36
4-4-6
5-5-6
117
Shear Types:
MOISTURE
ELEV.
DEPTH,
FEET
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LOG OF BORING
PLASTIC LIMIT
-45
-50
-55
-60
-65
-70
-75
-80
CONTENT, %
= Hand Penet.
34
PLATE A-7b
SHEAR STRENGTH, TSF
SOIL SYMBOLS
SAMPLER SYMBOLS
AND FIELD TEST DATA
% PASSING
