33
35
Same
as
above.
Same
as
above.
Same
as
above.
POORLY
GRADED
SAND
,
greenish
gray,
moist.
Same
as
above.
Same
as
above.
Same
as
above,
greenish
gray.
POORLY
GRADED
SAND
,
dark
brown,
moist.
4
3
4
LOG_OF_BORING G106179.GPJ ROCK_ETL.GDT 3/30/06
24
POORLY
GRADED
SAND
,
greenish
gray,
moist.
S-7
S-4
S-5
S-3
S-8
S-9
S-10
S-6
22
24
23
34
16
23
S-1
S-2
24
N: BLOWS/FT
P: TONS/SQ FT
T: TONS/SQ FT
PERCENT RECOVERY/
ROCK QUALITY DESIGNATION
ATTERBERG
LIMITS
COMPRESSIVE
STRENGTH
(TONS/SQ FT)
LABORATORY
DATA
DRY DENSITY
POUNDS/CU.FT
Soil
Sampling
perfomred
by
RETL
at
N28.0643
W96.8549
N/A
POORLY
GRADED
SAND
,
greenish
gray,
moist.
SAMPLES
SOIL SYMBOL
Rock
Engineering
and
Testing
Laboratory,
Inc.
4910
Neptune
Street
Corpus
Christi,
Texas
78405
Telephone:
(361)
883-4555
Fax:
(361)
883-4711
PL
MINUS NO. 200 SIEVE (%)
DEPTH (FT)
REMARKS:
DESCRIPTION
OF
STRATUM
PLASTIC LIMIT
Vibracore
Samples
MOISTURE CONTENT (%)
PLASTICITY INDEX
LIQUID LIMIT
SAMPLE NUMBER
LOG
OF
BORING
B-6
PI
SHEET 1 of 1
SURFACE
ELEVATION:
N/A
DATE(S)
DRILLED:
3/14/06
-
3/15/06
Coast
and
Harbor
Engineering,
Inc.
Proposed
Cedar
Bayou
Project
Aransas
County,
Texas
G106179
LL
DRILLING
METHOD(S):
Boring
terminated
at
a
depth
of
10'
below
the
ground
surface.
1
2
3
4
5
6
7
8
9
10
CLIENT:
PROJECT:
LOCATION:
NUMBER:
N
-
STANDARD
PENETRATION
TEST
RESISTANCE
P
-
POCKET
PENETROMETER
RESISTANCE
T
-
POCKET
TORVANE
SHEAR
STRENGTH
FIELD
DATA
GROUNDWATER
INFORMATION:
90
95
100
97.8
75
30
0
5
10
15
85
25
80
35
40
45
50
55
60
65
70
20
0.001
0.01
0.1
1
10
100
40
5.0
8.0
1.0
5.0
PERCENT FINER BY WEIGHT
Cu
200
PI
1.0
0.425
96.2
0.152
0.163
0.16
0.156
0.15
0.85
0.425
0.425
0.13
0.136
0.129
0.129
0.126
0.108
0.106
0.106
0.093
2
1/2
B-5
0.8
2.6
13.3
2.2
3.8
3/4
3/8
3
%Gravel
%Sand
%Silt
%Clay
B-4
B-4
PL
1
1.02
1.40
1.53
1.48
1.62
0.0
0.0
0.0
0.0
B-6
1.07
1.01
1.15
0.0
8
B-5
POORLY
GRADED
SAND(SP)
POORLY
GRADED
SAND(SP)
30
D100
D60
POORLY
GRADED
SAND(SP)
6
U.S.
SIEVE
NUMBERS
10
14
Specimen
Identification
Specimen
Identification
Classification
100
140
3
2
POORLY
GRADED
SAND(SP)
LL
60
fine
HYDROMETER
U.S.
SIEVE
OPENING
IN
INCHES
1.0
D30
5.0
8.0
5.0
6
16
20
D10
4
1.5
1.0
50
coarse
fine
coarse
medium
COBBLES
GRAIN
SIZE
IN
MILLIMETERS
GRAVEL
SAND
SILT
OR
CLAY
4
B-4
B-4
B-5
B-5
B-6
99.2
97.4
85.7
Project:
Proposed
Cedar
Bayou
Project
Location:
Aransas
County,
Texas
Number:
G106179
Rock
Engineering
and
Testing
Laboratory,
Inc.
4910
Neptune
Street
Corpus
Christi,
Texas
78405
Telephone:
(361)
883-4555
Fax:
(361)
883-4711
US_GRAIN_SIZE G106179.GPJ US_LAB.GDT 3/30/06
Cc
GRAIN
SIZE
DISTRIBUTION
1.5
1
0.1
0.001
10
100
0.01
6.0
medium
6
D30
coarse
7.0
0.0
4.0
7.0
16
20
D10
4
coarse
fine
50
60
65
70
75
80
85
90
95
45
100
0
55
50
5
10
15
20
25
30
35
40
100
%Gravel
%Sand
%Silt
%Clay
B-6
B-6
B-7
3/8
B-7
1/2
140
3
2
B-7
1.07
1.06
3
2.9
3.5
0.9
0.8
3.3
1
3/4
14
Specimen
Identification
Specimen
Identification
Classification
6
Project:
Proposed
Cedar
Bayou
Project
Location:
Aransas
County,
Texas
Number:
G106179
Rock
Engineering
and
Testing
Laboratory,
Inc.
4910
Neptune
Street
Corpus
Christi,
Texas
78405
Telephone:
(361)
883-4555
Fax:
(361)
883-4711
POORLY
GRADED
SAND(SP)
1.07
60
fine
HYDROMETER
U.S.
SIEVE
OPENING
IN
INCHES
U.S.
SIEVE
NUMBERS
10
POORLY
GRADED
SAND(SP)
8
POORLY
GRADED
SAND(SP)
POORLY
GRADED
SAND(SP)
30
D100
D60
POORLY
GRADED
SAND(SP)
PERCENT FINER BY WEIGHT
0.126
0.142
0.153
0.128
0.102
0.095
0.114
0.125
Cu
200
2
40
6.0
7.0
0.0
4.0
1.06
0.098
96.7
97.1
96.5
0.132
99.2
2
0.161
0.157
0.168
0.174
0.158
0.425
0.425
2
96.1
1.65
4
B-6
B-6
B-7
B-7
B-7
LL
PL