3-4-4
4-6-10
3-5-6
3-5-10
6-6-5
LOG OF SOIL BORING HG-10-19742.GPJ HVJ.GDT 3/5/13
82
-w/ gravel 38'-44'
-w/ shells 32-34'
Medium dense reddish brown SILTY SAND (SM)
Medium dense reddish brown CLAYEY SAND (SC)
Very soft to stiff reddish brown SANDY LEAN CLAY
(CL)
Soft to very stiff reddish brown FAT CLAY (CH)
Soft to firm reddish brown LEAN CLAY (CL)
-w/ gravel 2'-4'
Very stiff brown and gray SANDY LEAN CLAY (CL)
8-14-12
103
8-8-17
104
3-4-5
6-6-6
6-7-10
3-4-5
5-7-9
Stiff reddish brown SANDY LEAN CLAY (CL)
CONTENT, %
SOIL/ROCK CLASSIFICATION
= UU Triaxial
See Plate 2 for boring location.
Project: Bayport Ship Channel Phase 2
Boring No.: 12-59 (Depth of Water = 8 feet)
Groundwater during drilling: 0 feet
Groundwater after drilling: ---
Stiff reddish brown FAT CLAY (CH)
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
-10
-15
-20
-25
-30
-35
-40
-45
= Torvane
LOG OF BORING
PLATE A-1a
PLASTIC LIMIT
% PASSING
NO. 200 SIEVE
DRY DENSITY
PCF
= Unconf. Comp.
Project No.: HG1019742
Elevation (MLT): -6.3 feet
Station: 40+19.82
Range: -293.46
Date: 11/29/2012
Northing: 13,792,322.4
Easting: 3,232,971.8
SHEAR STRENGTH, TSF
MOISTURE
10
20
30
40
50
60
70
80
90
Shear Types:
34
31
65
98
76
16
8-8-15
Medium dense reddish brown SILTY SAND (SM)
Medium dense brown SILTY SAND (SM)
-w/ gravel 48'-58'
LOG OF SOIL BORING HG-10-19742.GPJ HVJ.GDT 3/5/13
15
11
36
33
9
6-7-20
5-5-5
5-5-6
6-7-12
8-12-9
7-4-7
Medium dense brown SAND WITH SILT (SP-SM)
DRY DENSITY
PCF
PLASTIC LIMIT
Shear Types:
= Torvane
PLATE A-1b
SOIL SYMBOLS
SAMPLER SYMBOLS
AND FIELD TEST DATA
% PASSING
NO. 200 SIEVE
= Unconf. Comp.
Medium dense brown SAND WITH SILT (SP-SM)
-w/ gravel 44'-48'
Project No.: HG1019742
Elevation (MLT): -6.3 feet
Station: 40+19.82
Range: -293.46
CONTENT, %
Date: 11/29/2012
Northing: 13,792,322.4
Easting: 3,232,971.8
MOISTURE
SHEAR STRENGTH, TSF
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