565
250
739
833
1005
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
23
24
28
29
33
34
38
39
92
92
95
89
93
36
29
27
31
30
22
29
24
22
29
27
33
33
29
29
32
23
23
33
21
26
19
27
24
29
28
28
30
119
120
122
117
120
0
0
0
0
0
66
35
75
17
14
24
49
21
51
CON
Moist, medium stiff to stiff gray & tan FAT
CLAY w/trace of fine sand pockets
Moist, stiff gray & tan LEAN CLAY
Moist, soft gray & tan FAT CLAY w/few
fine sand
Moist, stiff gray & tan FAT CLAY w/trace
of gravel
w/organic matter
Moist, stiff greenish-gray & gray LEAN
CLAY w/trace of fine gravel
Moist, medium stiff gray & tan FAT CLAY
Moist, stiff red, gray, & tan FAT CLAY
w/trace of fine gravel & organic matter
Moist, medium stiff reddish-brown & gray
FAT CLAY w/trace of concretions
Moist, stiff reddish-brown & gray LEAN
CLAY
Moist, soft reddish-brown SILT W/SAND
(fine)
Moist, very stiff red & gray LEAN CLAY
Moist, soft reddish-brown LEAN CLAY
Moist, stiff reddish-brown FAT CLAY
w/trace of fine sand pockets
CH
CH
CL
CH
CL
CH
CH
CH
CL
ML
CL
CL
CH
OB
OB
OB
OB
OB
1A
1B
2A
2B
3A
3B
4A
4B
5A
5B
6A
6B
7A
7B
8A
8B
9A
9B
10A
10B
11A
11B
12A
12B
13A
13B
14A
14B
0.25
0.50
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
S
P
L
R
Visual Classification
USC
Sample
Number
Depth
in Feet
Density
Dry
pcf
Wet
pcf
Shear Tests
Atterberg Limits
Other Tests
Scale in
Feet
PP
0
5
10
15
20
25
30
35
40
45
50
SPT
Symbol
Water
Content
%
Type
C
psf
LL
PL
PI
EUSTIS_GINT_LIBRARY_4-18-2022.GLB EE STANDARD BORING LOG H0048.GPJ 8/18/22
Page 1 of 1
NOTES: Boring 8 was drilled in 2 ft. of water.
LOG OF BORING AND TEST RESULTS
See Text
40.0 ft
Date:
H0048
Water Depth:
Total Depth:
Project No:
29.30950°
-94.96556°
07/17/2022
Ducks Unlimited, Inc.
Pierce Marsh Beneficial Use
Marsh Creation
Phase 1
North of West Bay Near Galveston Island
Galveston County, Texas
Boring: B-8
Longitude:
Latitude:
Tested By:
BH
Checked By:
RR
CONSOLIDATION TEST REPORT
Cv
(ft.2/day)
0
0.003
0.006
0.009
0.012
0.015
Applied Pressure - tsf
0.1
1
10
Void Ratio
0.40
0.45
0.50
0.55
0.60
0.65
0.70
0.75
0.80
0.85
0.90
Natural
Dry Dens.
LL
PI
Sp. Gr.
Pc
Cc
Initial Void
Saturation
Moisture
(pcf)
(tsf)
Ratio
99.5 %
30.2 %
92.5
75
51
2.72
3.8
0.37
0.825
M, so r-br FT CL
CH
H0048
DUCKS UNLIMITED, INC., RICHMOND, TEXAS
DUCKS UNLIMITED, INC. - PIERCE MARSH BENEFICIAL USE MARSH CREATION,
PHASES 1 AND 2,
MATERIAL DESCRIPTION
USCS
AASHTO
Project No.
Client:
Remarks:
Project:
Source of Sample:
B-8
Depth:
27.5
Sample Number:
12B
Figure
