13
63
4
WATER
DEPTH=
5-FEET
SILTY
CLAYEY
SAND
,
greenish
gray,
moist.
SANDY
LEAN
CLAY
,
gray,
moist.
Same
as
above.
SILTY
CLAYEY
SAND
,
greenish
gray,
moist.
POORLY
GRADED
SAND
,
greenish
gray,
moist.
PLASTICITY INDEX
LOG
OF
BORING
B-1
LOG_OF_BORING G106179.GPJ ROCK_ETL.GDT 3/30/06
SAMPLE NUMBER
PI
Boring
terminated
at
a
depth
of
10'
below
the
water
surface.
S-3
26
45
58
39
22
S-2
S-4
S-5
S-1
PL
PLASTIC LIMIT
DEPTH (FT)
SOIL SYMBOL
MINUS NO. 200 SIEVE (%)
SAMPLES
DESCRIPTION
OF
STRATUM
LABORATORY
DATA
COMPRESSIVE
STRENGTH
(TONS/SQ FT)
DRY DENSITY
POUNDS/CU.FT
N: BLOWS/FT
P: TONS/SQ FT
T: TONS/SQ FT
PERCENT RECOVERY/
ROCK QUALITY DESIGNATION
GROUNDWATER
INFORMATION:
MOISTURE
LL
CONTENT (%)
LIQUID LIMIT
FIELD
DATA
N
-
STANDARD
PENETRATION
TEST
RESISTANCE
P
-
POCKET
PENETROMETER
RESISTANCE
T
-
POCKET
TORVANE
SHEAR
STRENGTH
CLIENT:
PROJECT:
LOCATION:
NUMBER:
1
2
3
4
5
6
7
8
9
10
DRILLING
METHOD(S):
Soil
Sampling
perfomred
by
RETL
at
N28.0793
W96.8455
Coast
and
Harbor
Engineering,
Inc.
Proposed
Cedar
Bayou
Project
Aransas
County,
Texas
G106179
DATE(S)
DRILLED:
3/14/06
-
3/15/06
SURFACE
ELEVATION:
N/A
REMARKS:
ATTERBERG
LIMITS
Vibracore
Samples
N/A
Rock
Engineering
and
Testing
Laboratory,
Inc.
4910
Neptune
Street
Corpus
Christi,
Texas
78405
Telephone:
(361)
883-4555
Fax:
(361)
883-4711
SHEET 1 of 1
10
1
0.01
0.001
100
0.1
fine
coarse
medium
6
5.0
7.0
9.0
3.0
6.0
16
20
D30
coarse
50
70
75
80
85
90
95
100
55
10
65
5
60
15
20
25
30
35
40
45
50
0
140
%Gravel
%Sand
%Silt
%Clay
B-1
B-1
B-1
B-2
100
1/2
3
2
1.14
B-2
D10
3
3/8
13.3
63.3
3.5
4.4
4.5
1
3/4
Specimen
Identification
Specimen
Identification
Classification
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
14
POORLY
GRADED
SAND(SP)
10
POORLY
GRADED
SAND(SP)
30
D100
D60
6
1.12
U.S.
SIEVE
NUMBERS
PERCENT FINER BY WEIGHT
0.25
0.425
0.129
0.119
0.129
0.129
0.091
0.094
6.0
200
2
40
5.0
7.0
9.0
1.09
0.097
85.7
US_GRAIN_SIZE G106179.GPJ US_LAB.GDT 3/30/06
1.5
0.25
0.85
36.7
96.5
95.6
95.5
0.16
0.14
0.155
0.158
Cu
SAND
SILT
OR
CLAY
4
B-1
B-1
B-1
B-2
B-2
3.0
PL
1.53
1.65
1.63
0.0
0.0
0.0
0.0
0.0
LL
PI
Cc
GRAIN