LOG OF Rnl
~ING
1111_
':lR
SHEET 1 of 1
CLIENT:
HDR Engineering,
Inc.
Rock Engineering & Testing Lab., Inc.
PROJECT:
Galveston Anchora_ge Area C Sand Source Inv.,
I
6817 Leopard SI.
LOCATION:
I Anchorage Area C, Galveston, Texas
Corpus Christl, TX 78409
Telephone:
Fax:
(361)
883-4711
(361)
883-4555
NUMBER:
G109233
DATE(S) DRILLED:
10/15/09
-
10/15/09
FIELD DATA
LABORATORY DATA
DRILLING METHOD(S):
z
f\
I
~IMIT
Hollow Stem Auger
0'
0
~
>
"
'i
~
<{
GROUNDWATER INFORMATION:
)::~
f-
~
UJ
b
ffi(fj
UJ
z
0
>
0:
f-
f-
;;
UJ
Ii
UJ
>w
z
t:
:;;
in
'"
0
0
~
~t:;
!!l
II
::;;
ttt:rl~
0
"
:J
~
0
,,-
"
:J
0
"
UJ
" "
-"
N
0
Z
_oao:::~
0
>=
>=
~~
ci
.~
UJ
~*~~a
0:
3
'"
'"
~
"
:s
:s
UJ '"
Z
>
'"
::;;
"-
ozz
ffi~~~G
"'
f-
:J
a
"-
o~
'"
SURFACE ELEVATION: -23.02' NAVD
"-
>- "
"
iii
;)i Ii
5/z~~1i:~
0
LL
PL
PI
0:0
z
.IPTION OF
~
I KA rUM
"
0"-
in
"
5
10
15
20
==
S-l
SS
N~WOH
POORLY
'SAND, with shell
Hoy"'""'",
gray and
25
SS
.~oose.
/"
S-2
N~WOH
70
~I
, dark gray, very soft.
;:Y,' .
SS
CLAYEY
gray, salt.
~2%'
S-3
N~2
30
§. ',:
ss
-----
--
-_.
.-
--
.-
-- --
SilTY
CLAYEYSAN-D-;-bTulShgray,veryIOose~
- - - - - - - --
§
30
S-4
N~
2
26
SS
Same as above, loose.
G
N~
4
"
S-5
!
SS
N~2
15
Same as above, dark gray and gray, very loose.
S-6
~
35
SS
'r.l- W, with shell
'o~''''
"0,
dark gray, very soft.-
S-7
N~
1
50
~~
SS
N= 2
73
Same as above, soft.
S-8
~,,:i~~II~~s
OMO'
,~oJ
to an
I
lof
t NAVD during
the
I
operations.
~
r- N - STANDARD PENETRATION TEST RESISTANCE
REMARKS:
~'
P - POCKET PENETROMETER RESISTANCE
Boring depth and location was determined by HDR Engineering, Inc. Boring operations
were performed by RETL at GPS Coord. N. 29.35321 W.94.76579.
~
T - POCKET TORVANE SHEAR STRENGTH
WOH
=
Weight of Hammer
. Geotechnical Engineering
. Construction Materials Testing
PROJECT NAME: Galveston Anchorage Area C Sand Source Investigation
CLIENT:
HDR Engineering, Inc.
BORING ID.:
AA-36
DESCRIPTION: Anchorage Area C Borrow Source Area
I
PERCENT SHELL BY WEIGHT (BASED ON #10 SIEVE)
-25.02' to -27.02' NAVD
-27.02' to -29.02' NAVD
-29.02' to -31.02'
NA VD
0.00
0.01
0.20
ASTM
')'0 FINER BY WEIGHT AFTER REMOVING SHELL
MESH
-25.02' to -27.02' NA VD
-27.02' to -29.02' NA VD
-29.02' to -31.02' NA VD
#10
100.00
100.00
100.00
#18
100.00
99.70
99.60
#35
99.90
99.40
99.40
#60
99.60
96.00
98.10
#70
99.50
77.20
86.50
#100
97.20
48.40
44.60
#120
89.10
38.90
35.00
#170
7630
31.90
28.70
#200
7030
29.60
26.30
STATISTICS (EXCLUDING SHELL)
MEDIAN GRAIN
N/A
0.17
0.17
SIZE (mm)
MEAN GRAIN SIZE
N/A
(mm)
N/A
N/A
SORTING
(G)
N/A
N/A
N/A
'The -#10 material was utilized as the total sample for Grain Size Distribution Curve calculations.
I
PROJECT NAME:
CLIENT:
BORING ID.:
DESCRIPTION:
I
ASTM
MESH
#10
#18
#35
#60
#70
#100
#120
#170
#200
MEDIAN GRAIN
SIZE (mm)
MEAN GRAIN SIZE
(mm)
SORTING (cr)
. Geotechnical Engineering
. Construction Materials Testing
Galveston Anchorage Area C Sand Source Investigation
HDR Engineering, Inc.
AA-36
Anchorage Area C Borrow Source Area
PERCENT SHELL BY WEIGHT (BASED ON #10 SIEVE)
-33.02' to -35.02' NAVD
-35.02' to -37.02' NAVD
-37.02'
to -39.02' NAVD
0.50
0.10
0.00
0;', FINER BY WEIGHT AFTER REMOVING SHELL
-33.02' to -3'5.02' NA VD
-35.02' to -37.02' NA VD
-37.02' to -39.02' NA VD
100.00
100.00
100.00
98.20
99.80
99.90
97.60
99.70
99.80
93.60
99.40
99.50
75.80
98.40
98.90
.
37.40
91.70
95.00
24.90
78.70
86.80
16.90
57.30
76.20
14.90
50.10
73.10
STA
TISTICS (EXCLUDING SHELL)
0.18
N/A
N/A
0.15
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. SJEVE OPENING IN JNCHES
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
100140200
100
I
I '
I
II
I
I I
,.
~
95
90
85
80
75
70
f- 65
I
Q
w
60
~
>- 55
a:
!l!
"'
50
u:
f-
z
w
45
~
40
w
"-
35
30
25
20
:
15
10
5
a
100
10
. 1
0.1
0.01
0.001
GRAIN SIZE IN MILLIMETERS
I
COBBLES I
GRAVEL
I
SAND
SILT OR CLAY
coarse
fine
coarse
medium
I
fine
Specimen ID
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA-36
(-25.02' '0 .27.02'
NAVDI
AA-36 (-25.02' to -27.02' NAVD)
m
"
§
...
0
"
m
:l
w
=>
~
Specimen ID
Depth
D100
D60
D30
D10
%Gravel %Sand
%Silt
%Clay
~
"
u.
"
AA-36
(.2502' '0 .27.02'
NAVD)
1
0.0
«
w
m
w
"
«
~
0
"
«
'-'
z
M
M
,
~
,
GRAIN SIZE DISTRIBUTION
~
•.
Rock Engineering & Testing Lab., Inc.
w
"
w
6817
Corpus
Leopard
Christi.
SI.
TX
78409
Project:
Galve5ton Anchorage Area C'Sand Source Inv.
z
Telephone:
(361) 883.4555
Location: Anchorage Area C, Galveston, Texas
~
Fax:
(361) 883.4711
"
w
Number: G109233
=>
U.S. SIEVE OPENING IN INCHES
I
U.S. SIEVE NUMBERS
I
HYDROMETER
6
4 3
2 1.5
1 3/4
1/2
3/8
3
6
8
10
14
16
20 30 40 50
60
100140200
100
T
I
I'
I'
I
'1'
III
I
95
90
85
80
75
70
f- 65
:r:
.
'2
w
60
S
>-
55
aJ
rr.
~
50
u::
!z 45
i.!
w
w
40
,
(L
35
30
25
20
15
10
5
a
100
10
. 1
0.1
0.01
0.001
GRAIN SIZE IN MILLIMETERS
I
COBBLES
t
GRAVEL
SAND
I
SILT OR CLAY
coarse
fine
coarse I
medium
I
fine
I
Specimen ID
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA-36
(-27.02'
to
-29.02' NAVD)
AA-36 (-27.02' to -29.02' NAVD)
e
m
§
~
0
~
m
5
w
~
"
~
Specimen ID
Depth
D100
D60
D30
D10
%Gravel %Sand
%SiIt
%Clay
~.
AA-36
(-27.02'
to
-2902' NAVD)
2
0.171
0.076
0.0
~
m
w
0
~
"
<
0
z
"
"
GRAIN SIZE DISTRIBUTION
m
N
"
J
~
•.
Rock EngineerIng & Testing Lab., Inc.
w
~
6817 Leopard St.
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
2
1.5
1
3/4
1/23/8 3
6
81014162030405060 100
140200
100
I
T
T
[T I IT
~
T
95
90
85
80
75
70
f- 65
I
w
~
60
S
>- 55
Cll
0::
z
W
u:
50
z
f-
W
45
~
40
W
"-
35
30
"\
25
20
15
10
5
0
100
10
. 1
0.1
0.01
0.001
GRAIN SIZE IN MILLIMETERS
COBBLES
GRAVEL
SAND
I
SILT OR CLAY
coarse
flne
coarse
medium
1
fine
I
Specimen ID
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA.36
(-29.02' to -31.02' NAVD)
AA.36 (.29.02'
to
.31.02'
NAVD)
Specimen ID
Depth
D100
D60
D30
D10
%Gravel %Sand
%Silt
%Clay
•
AA.36
(-29.02' to -31.02' NAVD)
2
0.169
0.095
0.0
GRAIN
SIZE
DISTRIBUTION
,
~
•.
Rock Engineering & Testing Lab., Inc.
.
. .
6817 Leopard St.
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
8
10
14
16
20 30 40 50
60
100
140
200
100
I
I :
I
I
I
'-?-
I
I
:'"
95
!
~
90
85
80
75
70
I-
65
::c
S?
w
60
S
>-
55
OJ
£t
~
50
!z
u::
45
w
~
40
w
"-
35
30
25
20
1
15
10
5
0
100
10
. 1
0.1
0.D1
0.001
GRAIN SIZE IN MILLIMETERS
COBBLES
GRAVEL
SAND
SILT OR CLAY
I
coarse
fine
coarse I
medium
I
fine
Specimen ID
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA-36
~
(-33.02' to 35.02' NAVD)
AA-36 (-33.02'
to
-35.02' NAVD)
N
f--
0
"
~
"
;c
"'
Specimen ID
"
Depth
D100
D60
D30
D10
%Gravel %Sand
%Silt
%Clay
~.
AA.36
(-33.02' to 35.02' NAVD)
2
0.182
0.134
0.0
«
in
00
w
0
~
I
"
«
Z
s:
~
~
GRAIN
SIZE
DISTRIBUTION
)
~
•.
Rock Engineering & Testing Lab., Inc.
Galveston AnchoraQe Area' C Sand Source Inv
"
w
"'
6817
Corpus
Leopard
Christi,
St.
TX
78409
Project:
~
Telephone:
(361) 883-4555
Location:
AnchorageArea 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
8
10
14
16
20 30 40 50 60
100140200
100
I
I •
I
I
I II
..
\1
95
4
90
85
80
75
70
I-- 65
I
Q
w
60
~
>-
55
"'
'"
W
u::
z
50
I--
z
W
45
12
40
a.
W
35
:
30
25
20
15
10
5
0
100
10
. 1
0.1
0.01
0.001