LOG OF BOI
~ING
A/LA1
S -IE':T 1 of 1
CLIENT:
HDR Engineering, Inc.
Rock Engineering & Testing Lab., Inc.
PROJECT: Galveston Anchorage Area
C
Sand Source Inv.
~
Corpus
6817
Leopard
Christi,
51.
TX
78409
LOCATION:
I,
Anch?rage
Are.a
C,
Ga!veston,
Texas
__
:
:
1
Telephone:
Fax:
(361)
883-4711
(361)
883-4555
NUMBER:
G109233
DATE(S) DRILLED:
10/16/09
-
10/16/09
FIELD DATA
LABORATORY DATA
DRILLING METHOD(S):
M'
~~~~OKC;
Hollow Stem Auger
0-
z
0
OR
>
<t:
~
t
~
GROUNDWATER INFORMATION:
}:1:5
f-
[;)
w
b
..,
<>:
w
iliifi
>w
Z
f-
z
w
f-
!
f-
;;
0
iii
u;
i
"""
"'
0
0
0
~
~t;:
"t
0
"
t;:t;:t;:irl~
u
~
0
"
::l
N
W
_::l
0
Z
~
_oacr:;i
"'u
0
.~
~~~~::>
n:
z-
~
W
::l
~
W'"
Z
~
>
a.
-'
ozz~~
f-
o~
'"
SIIR"A!"'E ELEVATION: -24.92' NAVD
..!l
"
alggoc<>
'"
>-::l
::l
~
i5
z
iLl
,
."
'"
:io.:.:-:lf~
"
LL
PL
PI
00.
<>:0
n
"
QESCRIF-
"u"
OF STRATUM
5
10
15
20
~
25
S-1
SS
N= 1
6
t'UURI_Y
. SAND, with clay and shell
,a"","",O,
SS
,gray, very loose.
N- 0
58
'CLAY, with shell
"a",,,",,,o,
dark gray, very soft.
~~
S-2
POORLY
'SAND, with clay and shell ,a"",",,"o,
~g
SS
N- 4
11
gray, loose.
30
S-3
SS
N= 3
Same as above, very loose.
;'
S-4
SS
N=5
8
Same as above, loose.
S-5
~tT
35
SS
N= 8
POORLY GRADED SAND, with clay and shell fragments,
~§
S-6
gray, loose.
SS
N= 6
12
Same as above,
~.
S-7
!,,:i~;;II~~s
A'V';~OJ
to an olo.a,iv,' of
:
NAVD during
e I! opera Ions .
.
~
i - N - STANDARD PENETRATION TEST RESISTANCE
REMARKS:
Boring depth and location was determined by HDR Engineering, Inc. Boring operations
~'
P - POCKET PENETROMETER RESISTANCE
were performed by REfL at GPS Coord. N. 29.35291 W. 94.77219,
§'
T - POCKET TORVANE SHEAR STRENGTH
c
.
Geotechnical Engineering
.
Construction Materials Testing
PROJECT NAME: Galveston Anchorage Area C Sand Source Investigation
CLIENT:
HDR Engineering, Inc.
BORING ID.:
AA-41
DESCRIPTION: Anchorage Area C Borrow Source Area
I
PERCENT SHELL BY WEIGHT (BASED ON #10 SIEVE)
-24.92' to
-26.92' to
-28.92' to
-32.92' to
-36.92' to
-26.92' NAVD
-28.92' NA
VD -30.92' NAVD -34.92' NA VD
-38.92' NA
VD
19.68
2.53
5.26
2.32
0.16
0;', FINER BY WEIGHT AFTER REMOVING SHELL
ASTM
MESH
-24.92' to
-26.92' to
-28.92' to
-32.92' to
-36.92' to
-26.92' NA VD
-28.92' NAVD -30.92' NA
VD
-34.92' NAVD
-38.92' NA VD
#10
100.00
100.00
100.00
100.00
100.00
#18
67.35
96.18
88.36
95.96
99.50
#35
57.98
95.43
82.98
94.41
99.30
#60
47.00
94.62
76.54
93.34
98.80
#70
39.79
94.16
72.31
91.56
97.80
#100
17.91
91.25
46.72
37.33
51.00
#120
]
0.1 0
83.50
26.85
20.66
25.70
#]70
6.74
70.09
13.40
10.03
14.20
#200
6.22
57.71
10.45
7.99
11.90
STATISTICS (EXCLUDING SHELL)
MEDIAN GRAIN
0.28
N/A
0.17
0.17
0.14
SIZE (mm)
MEAN GRAIN SIZE
0.36
N/A
0.22
0.16
0.15
(mm)
SORTING
(a)
N/A
N/A
N/A
N/A
N/A
*The -#10 material was utilized as the total sample for Grain Size Distribution Curve calculations.
I
U.S. SIEVE OPENING IN INCHES
I
U.S. SIEVE NUMBERS
I
HYDROMETER
6
4 3
2 1.5
1
3/4 1/23/8
3
4 6 81014162030405°60100140200
100
T
T
T
I I II
I
I
95
90
85
80
\
75
70
\
f-
65
:c
S2 60
~
1\
>-
ell
55
\
0::
W 50
~
z
Ii:
f-
z
W
45
'\
6! 40
a.
W
35
30
25
20
15
10
~
"\
5
0
100
10
. 1
0.1
0.01
0.001
GRAIN SIZE IN MILLIMETERS
..1 COBBLES :
GRAVEL
SAND
I
SILT OR CLAY
coarse
1
fine
coarse
medium
I
fine
I
Specimen ID
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA.41
(-24.92'
to
-26.92' NAVD)
AA.41 (.24,92' to .26.92' NAVO)
0.45
4,68
~
-
is
<OJ
m
~
~
"'
~
0:
Specimen ID
Depth
D100
D60
D30
D10
%Gravel %Sand
%Silt
%Clay
<OJ
~.
AA.41
(-24.92'
to
-26.92' NAVD)
2
0.579
0,18
0,124
0,0
~
m
w
0
~
I
"
Z
~
~
~
§
N
GRAIN SIZE DISTRIBUTION
"
,.
,
~
•.
Rock
6817
Leopard
Engineering
St.
&
Testing
Lab.,
Inc.
Project:
GiJlveston
Anchorage
Area
C
Sand
Source
Inv.
"'
Corpus Christi, TX
78409
~
Telephone:
(361) 883-4555
Location:
Anchorage Area C, Galveston, Texas
Fax:
(361)883-4711
"'
'"
~
Number: G109233
U.S. SIEVE OPENING IN INCHES
I
U.S. SIEVE NUMBERS
I
HYDROMETER
6
4 3
2
1.5
1
3/4 1/23/8
3
6
8101416203040 50 60
100
140200
100
1
1
1
1
1
.1 •
1
1
95
90
...
..
85
~
80
75
70
t-
65
I
S2
60
~
>-
55
"'
0:
u::
z
lJJ
50
z
lJJ
t-
45
~
40
a.
lJJ
35
30
25
20
15
10
5
0
100
10
. 1
0.1
0.01
0.001
GRAIN SIZE IN MILLIMETERS
I COBBLES
GRAVEL
SAND
SILT OR CLAY
coarse
fine
coarse
medium
I
fine
Specimen ID
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA-41
(.26.92' to .28.92' NAVD)
AA-41 (-26.92' to -28.92' NAVD)
Specimen ID
Depth
D100
D60
D30
D10
%Gravel
%Sand
%Silt
%Clay
•
AA-41
(.26.92' to .28.92' NAVDj
2
0.Q76
0.0
GRAIN
SIZE
DISTRIBUTION
~
•.
Rock Engineering & Testing Lab., Inc.
Project:
Galveston Anchorage Area C Sand Source Inv.
6817 Leopard St.
Corpus Christi, TX 78409
Telephone: (361) 883.4555
Location: Anchorage Area C, Galveston, Texas
Fax: (361) 883-4711
Number: G109233
U.S. SIEVE OPENING IN INCHES
I
U.S. SIEVE NUMBERS
I
HYDROMETER
6
4 3
2 1.5
1
3/4 1/23/8 3
6
81014162030 40 50
60
100
140200
100
I
I
I
I
I
I
I
I
95
90
85
""
80
75
I.
i
70
f- 65
J:
:;:
w
~
60
m
>-
55
(t
~
50
u:
Ii:
45
w
~
40
w
"-
35
30
25
20
15
10
5
0
100
10
. 1
0.1
0.01
0.001
GRAIN SIZE IN MILLIMETERS
I
COBBLES
GRAVEL
SAND
I
SILT OR CLAY
coarse
I
fine
coarse
medium
I
fine
I
Specimen ID
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA-41
(-28.92' to -30.92' NA VO)
AA-41 (-28.92'
to
-30.92' NAVO)
1.29
2.48
~
~
0
"
00
~
w
=>
;;:
Specimen ID
Depth
D100
D60
D30
D10
%Gravel %Sand
%Silt
%Clay
"
o.
~
AA-41
(-2892' to -30.92' NAVD)
2
0.178
0.128
0.0
w
~
00
w
"
~
0
u
~
~
M
M
0
~
GRAIN SIZE DISTRIBUTION
~
~$.
Rock Engineering & Testing Lab., Inc.
~
6817 Leopard SI.
Project:
Galveston Anchorage Area C Sand Source Inv.
w
Corpus Christi, TX 78409
z
Telephone: (361) 883-4555
Location:
Anchorage Area C,Galveston, Texas
~
"
w
Fax: (361) 883-4711
Number: G109233
=>
U.S. SIEVE OPENING IN INCHES
I
U.S. SIEVE NUMBERS
I
HYDROMETER
6
4 3
2
1.5
1
3/4 1/23/8 3
6
8
'0
'4
'6
20 30 40 50
60
,00,40 200
100
I
I
I
I
I
KI
I
I
95
90
~
85
80
75
70
f- 65
I
S2
60
LU
~
m
>-
55
0::
LU
z
50
IT:
z
f-
w
45
1;!
40
w
Il.
35
30
25
20
15
•
\
10
5
0
100
10
. 1
0.1
0.01
0.001
GRAIN SIZE IN MILLIMETERS
COBBLES
GRAVEL
SAND
SILT OR CLAY
coarse
fine
coarse
medium
fine
Specimen ID
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA-41
(-32.92' to -34.92' NAVD)
AA-41 (-32_92' to -34_92' NAVO)
1.26
1.95
Specimen ID
Depth
D100
D60