1. LOG OF BORING
  2. LOG OF BORING
alt
6-8-13
4-5-8
LOG OF SOIL BORING HG-10-19742.GPJ HVJ.GDT 3/5/13
Stiff to very stiff reddish brown FAT CLAY (CH)
8-7-6
4-5-6
Medium dense brown SANDY SILT (ML)
96
88
93
99
4-8-16
95
3-3-8
5-9-16
6-8-8
16-18-21
2-8-15
5-7-12
95
Brown CLAYEY SAND (SC)
-w/ shells
LOG OF BORING
PLASTIC LIMIT
SOIL/ROCK CLASSIFICATION
= UU Triaxial
See Plate 2 for boring location.
Project: Bayport Ship Channel Phase 2
Boring No.: 12-66 (Depth of Water = 8.6 feet)
Groundwater during drilling: 0 feet
Groundwater after drilling: ---
0.5
1.0
1.5
2.0
Medium dense reddish brown SILTY SAND (SM)
-w/ rocks
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
PLATE A-8a
% PASSING
NO. 200 SIEVE
DRY DENSITY
PCF
= Unconf. Comp.
Project No.: HG1019742
Elevation (MLT): -7.4 feet
Station: 128+00.58
Range: -298.30
Date: 12/13/2012
Northing: 13,792,800.2
Easting: 3,241,739.5
SHEAR STRENGTH, TSF
MOISTURE
CONTENT, %
Shear Types:
10
20
30
40
50
60
70
80
90
37
98
97
33
22
Medium dense brown SILTY SAND (SM)
-w/ shells 18'-20'
Stiff to hard reddish brown FAT CLAY (CH)
-w/ rocks 12'-14'
53
alt
0.5
1.0
1.5
2.0
Very dense brown SILTY SAND (SM)
-w/ shells 46'-50'
55
35
24-22-22
Dense reddish brown SANDY SILT (ML)
LOG OF SOIL BORING HG-10-19742.GPJ HVJ.GDT 3/5/13
Stiff reddish brown FAT CLAY (CH)
10
20
30
40
50
60
70
80
90
24-26-28
20-34-50/3"
-w/ shells 44'-46'
91
LIQUID LIMIT
Project No.: HG1019742
Elevation (MLT): -7.4 feet
Station: 128+00.58
Range: -298.30
ELEV.
DEPTH,
FEET
40
45
50
55