L~G
OF BQ.
~I
NG
AI.\_~'"
::iHI::I::I 1 of 1
CLIENT:
HDR Engineering, Inc.
~
Rock Engineering & Testing Lab., Inc.
PROJECT:
Galveston
Anchorage Area C Sand Source Inv ..
('~
,
~
Corpus
6817
Leopard
Christi.
st.
TX
78409
LOCATION:
Anchorage
Area
C:
Galveston,
!exas
~
Telephone:
Fax: (361) 883-4711
(361) 883-4555
NUMBER:
G109233
LJf\
\"J
DRILLED:
10/15/09
-10/15/09
FIELD DATA
LABORATORY DATA
DRILLING METHOD(S):
A"~IMIT
Hollow Stem Auger
5'
b
>
-<
,.J
w
«
00
ffiU5
>w
>-"
_z
a
~
z
c
f-
Z
f-
Z
W
t:
I
"
t:
I
;:;
a
W
X
f-
"
iii
0;
W
GROUNDWATER INFORMATION:
i
'"
OJ
a
"
:J
~
~
"-.
.
~
0
"
t;\;:t:Ql~
0
g
0
i
~
N
=>
usB
~
I
~
oon:~
W
0
.~
~~~~~
U)!Q~f-:::J
F
«
Wo
ZUl
i
Z
~
"
>
~
I
~
aU?gQ::u
"'
6
~
Oz
>-=>
"'
=>
SURFACE ELEVATION: -26.22' NAVD
@
<ii \
)/za:~~fi
a
LL
PL PI
«a
~
f
Z
[\"'" ",' liON OF ::i I KA ruM
iiJ
"
all.
"
5
10
15
20
25
!~
POORLY. SAND, with clay and shell """
'0"'0,
dark
S-1
SS
N= 0
5
gray and brown, very loose.
SS
IN= 3
6
Same as above, dark gray and gray.
30
S-2
~~
SS
N= 4
7
Same as above, dark bluish gray, loose.
S-3
S8
N= 8
7
POORLY GRADED SAND, with clay and shell fragments, gray
8-4
and light gray, loose.
35
88
N=48
8
Same as above, dense.
t~,-,
8-5
:;
~O:i~(;II~~s
I to an
lof
t NAVU during
"
m
~
the
II
operations.
w
0
~
0
I
U
Z
~
"
"
~
r-
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 RETL at GPS Coord. N. 29.35109 W. 94.76691.
g T - POCKET TORVANE SHEAR STRENGTH
. Geotechnical Engineering
.
Construction Materials Testing
PROJECT NAME: Galveston Anchorage Area C Sand Source Investigation
CLIENT:
HDR Engineering, Inc.
BORING
!D.: AA-35
DESCRIPTION: Anchorage Area C Borrow Source Area
I
PERCENT SHELL BY WEIGHT (BASED ON #10 SIEVE)
-26.22' to
-28.22' to
-30.22' to
-32.22' to
-34.22' to
-28.22' NA VD -30.22' NA VD
-32.22' NAVD
-34.22' NA VD
-36.22' NAVD
8.10
4.10
25.00
0.90
0.70
0;', FINER BY WEIGHT AFTER REMOVING SHELL
ASTM
MESH
-26.22' to
-28.22' to
-30.22' to
-32.22' to
-34.22' to
-28.22' NAVD
-30.22' NA
VD -32.22' NA VD -34.22' NAVD
-36.22' NA VD
#10
100.00
100.00
100.00
100.00
100.00
#18
73.70
85.80
55.30
97.70
97.00
#35
48.00
71.80
33.80
95. I 0
92.80
#60
28.10
59.20
23.10
92.30
88.30
#70
22.20
55.20
19.60
88.90
85.70
#100
11.30
38.10
12.20
41.30
44.80
#120
7.40
18,90
9.50
18.20
21.90
#170
5.30
8.10
7.20
8.30
10.80
#200
4.70
6.40
6.50
6.80
7.70
STATISTICS (EXCLUDING SHELL)
MEDIAN GRAIN
0.55
0.17
0.85
0.17
0.16
SIZE (mm)
MEAN GRAIN SIZE
0.53
0.15
0.53
0.17
0. IS
(mm)
SORTING (0')
1.36
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 OPENJNG IN INCHES
I
U.S. SIEVE NUMBERS
I
HYDROMETER
6
4 3
2 1.5
1
3/4
1/23/8 3
6
8
10
14
16
20 30 40 50 60
100140200
100
I
\
:
\
\
\
I
:1
I
I
95
90
\
85
\
80
\
75
70
I- 65
:c
;:
Q
w
60
>-
55
OJ
'"
~
50
u::
~
45
w
~
40
\
[L
w
35
30
1\
25
•
20
15
1\
~
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
fine
I coarse I
medium
I
fine
I
Specimen ID
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA-35
(.26.22'
to
-28.22' NAVD)
AA-35 (-26.22' to -28.22' NAVD)
0.73 4.92
Specimen ID
Depth
D100
D60
D30
D10
%Gravel %Sand
%Silt
%Clay
•
AA-35
(.26.22'
to
.28.22' NAVD)
2
0.691
0.267
0.141
0.0
~
)
GRAIN SIZE DISTRIBUTION
~
•.
Rock Engineering & Testing Lab., Inc.
-
6817 Leopard SI.
Project:
Galveston 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
3/4 112
3/8
3
6
8101416203040 50
60
10°140200
100
I
I
I
I
I
I
~
I
I
95
1\
90
\
85
80
75
70
f-
65
i\
r
S2
~
w
60
1,\
>- 55
OJ
«
II
~
50
iL
z
f-
45
w
6!
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
~
coarse
GRAVEL
fine
I
\
coarse
medium
SAND
I
fine
I
I
SILT OR CLAY
I
Specimen 10
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA-35
(-28.22'
to
-30.22' NAVD)
AA-35 (-28.22'
to
-30.22' NAVD)
0.78 2.79
~
§
e
0
~
~
~
~
~
~
Specimen 10
Depth
0100
060
030
010
%Gravel %Sand
%SiIt
%Clay
~.
AA-35
(-28.22'
to
-30.22' NAVD)
2
0.261
0.138
0.094
0.0
~
<
w
w
~
0
I
U
<
M
Z
M
N
1
GRAIN SIZE DISTRIBUTION
)
~
•.
Rock Engineering & Testing Lab., Inc.
w
"
~
Corpus
6817
Leopard
Christi.
St.
TX
78409
Project:
Galveston
Anchorage
Area
C
Sand
Source
Inv.
z
Telephone:
(361) 883-4555
Location:
Anchorage Area C, Galveston, Texas
~
0
~
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
1 314
1/2
3/8
3
6
81°14162030405060100140200
100
I
I •
I
I
I
I
:1
I
I
95
90
85
80
75
.
'\
70
\
f--
65
I
>-
~
s:
w
55
60
\
"'
0::
z
W 50
iL
~
45
w
fi
40
a.
w
35
30
1\
25
\
20
15
\
10
5
""
0
100
10
. 1
0.1
0.Q1
0.001
GRAIN SIZE IN MILLIMETERS
COBBLES
GRAVEL
SAND
SILT OR CLAY
coarse
1
fine
coarse
medium
1
fine
Specimen 10
Depth
Classification
LL
PL
PI
Cc
Cu
•
m
AA-35
(.30.22'
to
.)2.22'
NAVD)
AA-35 (-30,22' to -32.22' NAVD)
1.00 9.13
Q
§
e-
o
"
oj
~
w
=>
;c
Specimen 10
Depth
"
0100
060
030
010
%Gravel
%Sand
%Silt
%Clay
~.
AA-35
(.30.22'
to
.)2.22'
NAVD)
2
1.18
0.391
0.129
0.0
68.5
6.5
w
'"
m
w
"
QI
0
I
"
Z
'"
~
~
,
,
GRAIN SIZE DISTRIBUTION
~
•.
Rock Engineering & Testing Lab., Inc.
'"
w
w
Corpus
6817
Leopard
Christi,
SI.
TX
78409
Project:
Galveston
Anchorage
AreaC
Sand
Source
Inv.
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
112
3/8
3
6
8
10
14
16
20
30
40
50
60
100
140
200
100
I
I
I
II
I'
I
I
95
."--
~
90
•
85
80
75
70
l-
65
I
\2
60
w
s:
~
55
"'
0:
W
50
z
u:
I-
45
z
W
~
40
W
a.
35
30
25
20
15
10
\
5
0
100
10
. 1
0.1
0.01
0.001
GRAIN
SIZE
IN
MILLIMETERS
I
COBBLES
I
GRAVEL
I
SAND
I
SILT
OR
CLAY
coarse
fine
coarse
medium
I
fine
I
Specimen
ID
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA-35
(-32.22'
to
-34.22'
NAVD)
AA-35
(-32.22'
to
-34.22'
NAVD)
1.17
1.82
~
§
~
0
~
~
m
~
~
Specimen
ID
[)epth
~
D100
D60
D30
D10
%Gravel
%Sand
%Silt
%Clay
~.
AA-35
(-32.22'
to
-34.22'
NAVD)
2
0.171
0.137
0.093
0.0
m
~
00
w
~
0
~
0
~
~
~