,
l
~
~
LOG OF
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AA
.A?
SHEET Lof1
Rock Engineering & Testing Lab., Inc.
~
6817
Leopard St.
Corpus Christi,
TX 78409
i
V
Telephone: (361) 883-4555
Fax: (361)883-4711
CLIENT:
HDR Er,,,,
""", Inc.
PROJECT:
Galveston Anchorage Area C Sand Source Inv.
LOCATION: I
Anchora~e
Area C, Galveston, Texas
NUMBER:
G109233
DATE(S) DRILLED:
10/16/09 -10/16/09
FIELD DATA
LABORATORY DATA
DRILLING METHOD(S):
'Q
«
>
2:.
;..:
""
0
~
.~
,.
@
"
5
10
15
20
25
z
z
~
f-
~
"'"
z
"'
ffiU5
UJ
UJ
>w
f-
"'
0"
z
"
1;:1;:1;::rl~
0
"
OJ
Z
UJ
~
__
ooa:::~
~~~~:J
"'
-'
a.
UJ
ozz~~
f-
OJ
"
0:
~
a::g8a::
u
"'
0
"'
:ia.:~~~
"
o
~
!::
~
j
~
~
LL
PL
PI
>- 1;:.
!::OJ
"'''
Z
iii
o
W 0
z
0:0
o
>-OJ
a.
IE
~
"
c
>
UJ
w
iii
0
0
N
ci
z
"'
OJ
Z
"
Hollow Stem Auger
GROUNDWATER INFORMATION:
SURFACE ELEVATION:
-1702' NAVD
nl
'11uN OF STRATUM
88
t,rN-=-0---t--r--t--r--t--t---t-1-5tSIT$IL_~IYY'CO~~~~'~~:Y1Y'SMSAN~[D~"w~ilhl~she~II,~~"""~,"",,,~o,,~dar~kgrmayv'a~nd--~
8-1
bluish gray, very loose.
88
N= 1
Same as above.
8-2
88
8-3
88
8-4
88
8-5
88
8-6
88
8-7
88
8-8
-----
N=
1
._---
N= 7
N=11
N=11
N= 17
N=
11
19
----+.- -----
4
5
8-9
88
N= 10
12
Same as above.
.Y
; An"'1
SAND, with-shelf fragments. gray-;-Ioose-:- - --
Same as above, gray and brown, medium.
Same as above, dark bluish gray.
POORLY GRADED SAND, with clay and shell fragments, dark
bluish gray, medium.
Same as above.
Same as above, bluish gray and brown.
88
RfrN~4~--t---r--i---t--t---t----t~6~~P~O~O~R~l~Y~G~RAD~;E~D~S~AN~D~'W~ith~c;l~ay~a;n~d;s~h;,e;lIf;rn~g;m;e~n;ts~,
____
~
8
-10
=
loose.
8~~1
N= 1
75
'CLAY, with shell
"0""'""'0,
dark gray, very soft.
~on~g.was
10
an
the drilling operations.
lot
: NAVD during
If--
N - STANDARD PENETRATION TEST RESISTANCE
REMARKS:
Boring depth and location was determined by HDR Engineering, Inc. Boring operations
\Nere performed by RETL at GPS Coord. N. 29.35497 W. 94.77225,
~
P - POCKET PENETROMETER RESISTANCE
~'
T - POCKET TORVANE SHEAR STRENGTH
. Geotechnical Engineering
. Construction Materials Testing
PROJECT NAME: Galveston Anchorage Area C Sand Source Investigation
CLIENT: HDR Engineering.
Inc.
BORING ID.:
AA-42
DESCRIPTION: Anchorage Area C Borrow Source Area
I
PERCENT SHELL BY WEIGHT (BASED ON #10 SIEVE)
-17.02' to -19.02'
-21.02'
to -23.08'
-25.02' to -27.02'
-29.02' to -31.02'
NAVD
NAVD
NAVD
NAVD
0.31
0.74
0.00
0.07
ASTM
% FINER BY WEIGHT AFTER REMOVING SHELL
-17.02' to -19.02'
-21.02' to -23.08'
-25.02' to -27.02'
-29.02' to -31.02'
MESH
NAVD
NAVD
NAVD
NAVD
#lO
100.00
100.00
100.00
100.00
#18
99.30
98.80
100.00
99.70
#35
98.60
98.20
99.90
99.60
#60
96.90
96.80
99.60
99.10
#70
94.80
94.10
98.20
96.80
#100
58.80
55.90
32.51
29.00
#120
35.80
37.90
13.80
15.90
#170
20.80
24.10
5.30
6.60
#200
14.80
19.00
3.70
5.30
STATISTICS (EXCLUDING SHELL)
MEDIAN GRAIN
0.14
0.15
0.17
0.18
SIZE (mm)
MEAN GRAIN SIZE
0.13
0.14
0.17
0.17
(mm)
SORTING (a)
N/A
N/A
0.28
N/A
*The -#
I
0 material was utilized as the total sample for Grain Size Distribution Curve calculations.
I
PROJECT NAME: Galveston Anchorage Area C Sand Source Investigation
CLIENT: HDR Engineering, Inc.
BORING !D.: AA-42
DESCRIPTION: Anchorage Area C Borrow Source Area
. Geotechnical Engineering
. Construction Materials Testing
I
PERCENT SHELL BY WEIGHT (BASED ON #10 SIEVE)
-33.02' to -35.02' NAVD
-35.02' to -37.02'
NA VD
-37.02' to -39.02' NAVD
1.01
27.54
2.46
ASTM
%
FINER BY WEIGHT AFTER REMOVING SHELL
MESH
-33.02' to -35.02' NAVD
-35.02' to -37.02' NA VD
-37.02' to -39.02' NAVD
#10
100.00
100.00
100.00
#18
98.10
50.00
96.00
#35
97.30
35.00
95.10
#60
96.40
28.30
94.50
#70
95.10
25.80
94.10
#100
47.30
18.10
92.00
#120
27.40
12.90
89.10
.
#170
14.70
8.00
81.70
#200
12.00
6.40
75.30
STATISTICS (EXCLUDING SHELL)
MEDIAN GRAIN
0.16
1.00
N/A
SIZE (mm)
MEAN GRAIN SIZE
(mm)
0.14
0.53
N/A
SORTING (<1)
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
6
81014162030405060
100
140200
100
I
I
I
I I
I
,---
~'
95
90
85
80
75
.
70
f-
65
J:
!2
:;;
w
60
>- 55
"
'"
z
W 50
u::
z
W
f-
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
SILT OR CLAY
coarse
fine
coarse
medium
I
fine
Specimen 10
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA-42
(-1702' 10 -19.02'
NA
VD)
AA-42 (-17.02'
to
-19.02'
NAVD)
m
~
§
e-
o
:'i
"
'"
'"
"
0:
Specimen 10
Depth
"
0100
060
030
010
%Gravel %Sand
%Silt
%Clay
~.
AA-42
(-17.02' to -19.02' NAVD)
2
0.151
0.109
0.0
'"
m
~
w
"
~
0
~
"
z
~
M
i'l
m
GRAIN SIZE DISTRIBUTION
0
"
~
•.
Rock Engineering & Testing Lab., Inc.
!<j
6817
Leopard SI.
Project:
Galveston Anchorage Area C Sand Source Inv.
'"
Corpus Christi, TX
78409
z
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. SlEVE NUMBERS
I
HYDROMETER
6
4 3
2 1.5
1
3/4
1/23/8
3
4 6
8
10
1416
20 30 40 50 60 100140200
100
I
I
I
II
I'
~I
95
90
85
80
,
75
70
f- 65
I
S!
60
UJ
S
>-
55
til
0:
z
UJ
50
iI
~
45
UJ
~
40
a.
UJ
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
I
fine
Specimen
10
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA-42
(-21.02' to -23.02' NAVD)
AA-42 (-21.02'
to
-23.02' NAVD)
1)
,;
0
~
~
~
~
Specimen
10
Depth
0100
060
"
030
010
%Gravel %Sand
%Silt
%Clay
~.
AA-42
(-21.02' to -23.02' NAVO)
2
0.155
0.102
0.0
u;
m
<
w
0
~
I
U
<
Z
M
M
0
~
GRAIN SIZE DISTRIBUTION
"
~
•.
Rock Engineering & Testing Lab., Inc.
l:!
w
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
~
o
~
"
~
~
~
~
m
N
0
~
w
w
~
z
~
"
w
~
U.S. SIEVE OPENING IN INCHES
I
U.S. SIEVE NUMBERS
I
HYDROMETER
6
4 3
2
1.5
1 3/4
1123/8
3
6
8
10
1416
o 30 40 50
60
100140200
100
,
,
,
i'
,
,
:'
~I
95
90
85
80
75
70
t-
65
:c
Q 60
~
>- 55
'"
ill
u::
z
'"
50
ill
z
t- 45
~
40
ill
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
SAND
SILT OR CLAY
coarse
fine
coarse
medium
I
fine
Specimen ID
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA.42
(-2502'
to -27.02' NAVD)
AA.42 (.25.02' to .27.02' NAVD)
1.15 1.61
Specimen ID
Depth
D100
D60
D30
D10
%Gravel %Sand
%Silt
%Clay
•
AA.42
(-25.02'
to -2702' NAVD)
1
0.172
0.146
0.107
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
6
4 3
2 1.5 1
3/4
1/23/8
3
100
T
T
T
95
90
85
80
75
70
l-
65
I
>2 60
~
>- 55
'"
~
z
LU 50
IT:
I-
?i
z
LU
45
40
LU
"-
35
30
25
20
15
10
5
0
100
10
COBBLES
I
GRAVEL
•
~
"
"
~.
~
~
o
I
~
"
~
M
M
~
~
r
coarse
Specimen ID
Depth
AA.42
(-29.02' to -31.02' NAVD)
Specimen ID
Depth
AA.42
(-29.02' to -31.02' NAVD)
fine
D100
2
U.S. SIEVE NUMBERS
I
HYDROMETER
6
81014162030405060
100
140
200
I I
I
:1'
~
I
.10
\
. 1
0.1
0.01
0.001
GRAIN SIZE IN MILLIMETERS
SAND
I
SILT OR CLAY
coarse
medium
I
fine
I
Classification
LL
PL
PI
Cc
Cu
AA.42 (.29.02'
to
.31.02' NAVO)
1,29
1.74
D60
D30
D10
%Gravel %Sand
%SiIt
%Clay
0.174
0.15
0.1
0.0
GRAIN SIZE DISTRIBUTION
~
•.
Rock Engineering & Testing Lab., Inc.
Galveston Anchorage Area C Sand Source Inv.
Project:
,
w
6817
Leopard S1.
"'
Corpus Christi, TX
78409
z
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
8
10
1416 20 30 40 50 60 100
140200
100
I
I
I
II
I
I
I
95
--.
90
85
80
75
70
I-
65
I
S2
w
60
~
:
>- 55
'"
cr:
u:
z
W 50
I-
z
45
W
~
40
a.
W
35
30
25
20
15
10
5
0
100
10
. 1
0.1
0.01
0.001
GRAIN SIZE IN MILLIMETERS
COBBLES
GRAVEL
I
SAND
I
SILT OR CLAY
coarse
I
fine
coarse
medium
I
fine
I
Specimen ID
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA.42
(-33.02'
to
-35.02' NA VO)
AA.42 (.33.02'
to
.35,02' NAVO)
1.54 2.51
~
ii
0
~
::>
w
"
"
Specimen ID
Depth
D100
D60
D30
D10
%Gravel
%Sand
%Silt
%Clay
~.
AA.42
(.33.02'
to
-35.02' NA VO)
2
0.163
0.128
0.0
in
m
~
w
"
~
0
I
U
Z
~
M
M
0
~
GRAIN SIZE DISTRIBUTION
"
~
•.
Rock Engineering & Testing Lab" Inc,
w
w
~
6817
Corpus
Leopard
Christi,
SI.
TX
78409
Project:
Galveston
Anchorage
Area
C
Sand
Source
Inv.
"
w
z
~
Telephone:
Fax:
(361)
883-4711
(361)
883.4555
Number:
Location:
G109233
Anchorage
Area
C,
Galveston,
Texas
=>
V,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
810
1416
20 30 40 50
60
100
140200
100
I
I
I
II
I
I
J
I
I
95
90
.
85
80
75
70
65
\
I
f-
\
s
'"
g
>-
tr
w
55
60
\
\