Same
as
above.
Boring
terminated
at
a
depth
of
10'
below
the
water
surface.
Same
as
above.
Same
as
above.
POORLY
GRADED
SAND
,
greenish
gray,
moist.
Same
as
above,
greenish
gray.
POORLY
GRADED
SAND
,
brown,
moist.
Same
as
above.
POORLY
GRADED
SAND
,
brown,
moist.
WATER
DEPTH=
1-FOOT
LOG_OF_BORING G106179.GPJ ROCK_ETL.GDT 3/30/06
3
Same
as
above.
20
23
22
21
19
S-4
S-9
S-8
S-7
22
S-5
20
S-3
S-2
S-1
21
22
3
S-6
Vibracore
Samples
GROUNDWATER
INFORMATION:
SAMPLES
N: BLOWS/FT
P: TONS/SQ FT
T: TONS/SQ FT
PERCENT RECOVERY/
ROCK QUALITY DESIGNATION
LABORATORY
DATA
N/A
ATTERBERG
LIMITS
REMARKS:
SURFACE
ELEVATION:
N/A
DATE(S)
DRILLED:
3/14/06
-
3/15/06
3
Coast
and
Harbor
Engineering,
Inc.
Proposed
Cedar
Bayou
Project
Aransas
County,
Texas
G106179
Soil
Sampling
perfomred
by
RETL
at
N28.0710
W96.8478
Rock
Engineering
and
Testing
Laboratory,
Inc.
4910
Neptune
Street
Corpus
Christi,
Texas
78405
Telephone:
(361)
883-4555
Fax:
(361)
883-4711
PL
PLASTIC LIMIT
DEPTH
(FT)
DESCRIPTION
OF
STRATUM
DRY DENSITY
POUNDS/CU.FT
MINUS NO. 200 SIEVE (%)
COMPRESSIVE
STRENGTH
(TONS/SQ FT)
SOIL SYMBOL
FIELD
DATA
CLIENT:
PROJECT:
LOCATION:
NUMBER:
1
2
3
4
5
6
7
8
9
10
LIQUID LIMIT
LL
MOISTURE CONTENT (%)
N
-
STANDARD
PENETRATION
TEST
RESISTANCE
P
-
POCKET
PENETROMETER
RESISTANCE
T
-
POCKET
TORVANE
SHEAR
STRENGTH
LOG
OF
BORING
B-3
DRILLING
METHOD(S):
PLASTICITY INDEX
SHEET 1 of 1
SAMPLE NUMBER
PI
0.001
0.01
0.1
1
10
100
7.0
D30
8.0
6
4.0
0.0
16
20
D10
4
1.5
1.0
50
coarse
fine
coarse
medium
85
90
95
100
75
70
20
0
5
80
15
25
30
35
40
45
50
55
60
65
10
140
%Sand
%Silt
%Clay
B-2
B-3
B-3
B-3
3
100
3/8
3
2
1.10
B-4
%Gravel
4.9
3.1
3.1
3.4
1.1
1
3/4
1/2
Specimen
Identification
Specimen
Identification
Classification
10
8
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)
60
fine
HYDROMETER
U.S.
SIEVE
OPENING
IN
INCHES
U.S.
SIEVE
NUMBERS
14
POORLY
GRADED
SAND(SP)
1.09
POORLY
GRADED
SAND(SP)
POORLY
GRADED
SAND(SP)
30
D100
D60
6
POORLY
GRADED
SAND(SP)
40
0.134
0.093
0.117
0.116
0.114
0.112
200
0.147
0.147
8.0
1.0
4.0
7.0
0.0
Cu
1.03
PERCENT FINER BY WEIGHT
0.176
95.1
96.9
96.9
96.6
0.144
0.157
0.17
0.166
0.157
0.425
0.425
2
0.425
0.212
0.13
98.9
1.46
B-3
B-3
B-3
B-4
LL
PL
4
1.51
SILT
OR
CLAY
1.46
1.40
0.0
0.0
0.0
0.0
0.0
1.15
1.05