1. LOG OF BORING
alt
LOG OF SOIL BORING HG-10-19742.GPJ HVJ.GDT 3/5/13
3-2-3
3-6-7
Firm to very stiff reddish brown FAT CLAY (CH)
100
87
91
91
88
3-3-2
8-14-21
2-5-10
2-4-8
2-2-4
6-10-11
4-4-7
2-3-5
-w/ shells 2'-4'
CONTENT, %
SOIL/ROCK CLASSIFICATION
= UU Triaxial
See Plate 2 for boring location.
Project: Bayport Ship Channel Phase 2
Boring No.: 12-70 (Depth of Water = 12 feet)
Groundwater during drilling: 0 feet
Groundwater after drilling: ---
0.5
1.0
1.5
2.0
10
20
30
40
50
60
70
80
90
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-12a
PLASTIC LIMIT
% PASSING
NO. 200 SIEVE
DRY DENSITY
PCF
= Unconf. Comp.
Project No.: HG1019742
Elevation (MLT): -9.7 feet
Station: 205.04.19
Range: -315.20
Date: 12/15/2012
Northing: 13,793,232.1
Easting: 3,249,431.0
SHEAR STRENGTH, TSF
MOISTURE
Shear Types:
14
94
96
97
96
Dense brown SILTY SAND (SM)
-w/ shells 34'-36'
Firm to stiff reddish brown SANDY LEAN CLAY (CL)
-w/ shells 30-32'
-w/ shells 14'-16'
-w/ shells 10'-12'
96
alt
3-3-5
-w/ sand 46'-48'
81
Firm to stiff brown FAT CLAY (CH)
80
LOG OF SOIL BORING HG-10-19742.GPJ HVJ.GDT 3/5/13
5-7-12
5-5-10
Stiff to very stiff gray LEAN CLAY (CL)
= Hand Penet.
MOISTURE
ELEV.
DEPTH,
FEET
40
45
50
55
60
65
70
75
80
SHEAR STRENGTH, TSF
CONTENT, %
Project No.: HG1019742
Elevation (MLT): -9.7 feet
Station: 205.04.19
Range: -315.20
PLASTIC LIMIT
Shear Types:
= Torvane
PLATE A-12b
SOIL SYMBOLS
SAMPLER SYMBOLS