1. LOG OF BORING
  2. LOG OF BORING
alt
LOG OF SOIL BORING HG-10-19742.GPJ HVJ.GDT 3/5/13
3-6-6
12-10-8
7-5-6
Firm to very stiff reddish brown FAT CLAY (CH)
Medium dense reddish brown SANDY SILT (ML)
108
88
89
93
7-8-8
12-11-15
10-9-7
9-7-9
4-6-8
5-6-6
7-9-12
100
Soft to stiff gray SANDY LEAN CLAY (CL)
10
20
30
40
50
60
70
80
90
LOG OF BORING
MOISTURE
CONTENT, %
SOIL/ROCK CLASSIFICATION
= UU Triaxial
See Plate 2 for boring location.
Project: Bayport Ship Channel Phase 2
Boring No.: 12-61 (Depth of Water = 9 feet)
Groundwater during drilling: 0 feet
Groundwater after drilling: ---
Stiff to very stiff reddish brown LEAN CLAY (CL)
PLATE A-3a
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:
SOIL SYMBOLS
SAMPLER SYMBOLS
AND FIELD TEST DATA
% PASSING
NO. 200 SIEVE
DRY DENSITY
PCF
= Unconf. Comp.
Project No.: HG1019742
Elevation (MLT): -4.8 feet
Station: 76+04.73
Range: -302.44
Date: 12/2/2012
Northing: 13,792,524.4
Easting: 3,236,551.0
SHEAR STRENGTH, TSF
= Torvane
0.5
1.0
1.5
2.0
97
95
67
64
58
alt
-w/ clayey sand layer 40'-42'
Medium dense gray SILT WITH SAND (ML)
Medium dense gray SILTY SAND (SM)
46
7-6-5
34
15
LOG OF SOIL BORING HG-10-19742.GPJ HVJ.GDT 3/5/13
6-6-9
5-8-12
7-14-15
8-10-12
Soft to stiff gray SANDY LEAN CLAY (CL)
28
Shear Types:
Date: 12/2/2012
Northing: 13,792,524.4
Easting: 3,236,551.0
ELEV.
DEPTH,
FEET
MOISTURE
CONTENT, %
-45
-50
-55
-60
-65
-70
-75
-80
SHEAR STRENGTH, TSF
= Hand Penet.
PLASTIC LIMIT
72
PLATE A-3b
Project No.: HG1019742
Elevation (MLT): -4.8 feet
Station: 76+04.73
Range: -302.44
SOIL SYMBOLS