LOG OF SOIL BORING HG-10-19742.GPJ HVJ.GDT 3/5/13
LOG OF BORING
PLASTIC LIMIT
MOISTURE
CONTENT, %
0.5
1.0
1.5
2.0
Project: Bayport Ship Channel Phase 2
Boring No.: 12-69 (Depth of Water = 15 feet)
Groundwater during drilling: 0 feet
Groundwater after drilling: ---
See Plate 2 for boring location.
= UU Triaxial
SOIL/ROCK CLASSIFICATION
6-6-8
1-2-4
12-13-17
2-2-4
2-1-3
3-1-3
15-13-15
6-6-7
3-2-3
Project No.: HG1019742
Elevation (MLT): -12.6 feet
Station: 185+77.69
Range: -279.92
Date: 12/15/2012
Northing: 13,793,093.1
Easting: 3,247,509.2
SHEAR STRENGTH, TSF
6-7-9
Firm to stiff reddish brown LEAN CLAY (CL)
99
96
97
99
99
99
10
20
30
40
50
60
70
80
90
-w/ shells 38'-40'
Firm to very stiff reddish brown FAT CLAY (CH)
-w/ shells 2'-4'
Firm brown and gray SANDY LEAN CLAY (CL)
91
87
84
PLATE A-11a
LIQUID LIMIT
= Hand Penet.
ELEV.
DEPTH,
FEET
0
5
10
15
20
25
30
35
40
-15
-20
-25
-30
-35
-40
-45
-50
Shear Types:
SOIL SYMBOLS
SAMPLER SYMBOLS
AND FIELD TEST DATA
% PASSING
NO. 200 SIEVE
DRY DENSITY
PCF
= Torvane
= Unconf. Comp.
98
Firm to stiff reddish brown LEAN CLAY (CL)
Very soft gray SANDY LEAN CLAY (CL)
LOG OF SOIL BORING HG-10-19742.GPJ HVJ.GDT 3/5/13
66
31
Medium dense dark brown CLAYEY SAND (SC)
1-1-3
2-3-9
4-6-10
DRY DENSITY
PCF
-55
-60
-65
-70
-75
-80
-85
-90
Shear Types:
= Torvane
PLATE A-11b
SOIL SYMBOLS
SAMPLER SYMBOLS
AND FIELD TEST DATA
Back to top
LOG OF BORING
Stiff reddish gray FAT CLAY (CH)
= Unconf. Comp.
Project No.: HG1019742
Elevation (MLT): -12.6 feet
Station: 185+77.69
Range: -279.92
PLASTIC LIMIT
Date: 12/15/2012
Northing: 13,793,093.1
