I
~
LOG OF BORING
AA .. AJ:;
SHEET 1
of
1
Rock Engineering & Testing Lab., Inc.
6817
Leopard
St.
Corpus Christi, TX
78409
Telephone:
(361) 883-4555
Fax:
(361) 883-4711
CLIENT:
HDR Engineering, Inc.
PROJECT:
Galveston Anchorape Area C Sand Source Inv..
LOCATION: '.Anchorage Area C, Galveston, Texas
NUMBER: G109233
DATE(S) DRILLED: 10/16/09
-10/16/09
FIELD DATA
LABORATORY DATA
DRILLING METHOD(S):
0'
>
«:
IS
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d'
0
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0)
iii
5
10
15
20
25
0
Z
AI
~'IMIT
Z
~
it
f-
""
z
0:
w
>w
ffiUi
f-
w
t:
S"
z
t:
"
'"
0
!
:J
"
:::>
z
I;:I;:t;:w~
(J
W
(J
~
_oao::~
0:
i=
-'
W
$:wi;)mo
U)UjU)I-:::>
:::>
:5
"-
OZZ0~
f-
Ul
"-
"
Ul
'"
,Ul
ffi~~o::u
zo.:~g:~
0
"
LL
PL
[;J
;,;
0
~
r:
-
:::>
t;:
~
Ulf2
ZUl
w"
~
"z
>-:::>
PI
0:0
0"-
~
w
it
u;
0
0
N
cj
z
Ul
:::>
z
"
Hollow Stem Auger
GROUNDWATER INFORMATION:
SURFACE ELEVATION: -13.60' NAVD,
ni=sr.RII-'IIUN OF STRATUM
SS
btN~=~0---j--I---!--t--t--j---j-3~1I1CC~LULA~W'~E:~1Y'SS;AMJANCDD..,~withhl~she~III~."ffile,~,~dar~kgnffi~y,~v~e~~~sofir.-.---j
S-1
SS
~~-TI-tII-III1iQ:j@QY§3'i---------1
N(
S-2
--
ss
~N-=-1---l--II--r--t--t--l---l--II~SILr~ra;LOAWEYE:Y'Y'SASANMfD,~wiith~ls~heUfuIl,"N",IT,,,~,,,~~o,agnffi~y,~v~e~~Tcmloo~se.--~
S-3
ss
S-4
SS
S-5
SS
S-6
SS
S-7
SS
S-8
SS
S-9
SS
S-10
SS
S-11
1-----
N= 8
.----
--1--' --
N= 6
N= 4
-----
'--,--
--1--'
N= 3
----- ._-- ---_.
N= 4
14
Same as above, bluish gray.
Same as above.
18
SILTY
CLAYEY
SAND, bluish gray, loose.
Same as above.
. - - - - r- P()-n'l
GRADED SAND.wllh-sheTi fr'agments, gray-;-loos6.' - - -
1
Same as above.
- -I
--I-
SilTY CLAYEYSAN-D-;- With
SiieifTragments;-dark gray;YsrY - --
24
loose.
7
pooRLvGro""""OSANrl, witli clay"andsheiffragments. - - --
gray, loose.
I
of.
I NAVD during
! -
N - STANDARD PENETRATION TEST RESISTANCE
REMARKS:
Boring depth and location was determined by HDR Engineering, Inc. Boring operations
were performed by RETL at GP$ Coord. N. 29.35603 W. 94.77663.
~'
P - POCKET PENETROMETER RESISTANCE
~'
T - POCKET TORVANE SHEAR STRENGTH
. Geotechnical Engineering
. Construction
M'aterials Testing
PROJECT NAME: Galveston Anchorage Area C Sand Source Investigation
CLIENT: HDR Engineering,
Inc.
BORlNG ID.:
AA-45
DESCRlPTION: Anchorage Area C Borrow Source Area
I
PERCENT SHELL BY WEIGHT (BASED ON #10 SIEVE)
-13.60' to -15.60' NAVD
-19.60' to -21.60' NAVD
-23.60' to -25.60'
NA VD
17.12
1.98
6.34
ASTM
%
FINER BY WEIGHT AFTER REMOVING SHELL
MESH
-13.60' to -15.60' NA VD
-19.60' to -21.60' NAVD
-23.60' to -25.60' NA VD
#10
100.00
100.00
100.00
#18
70.92
96.75
89.45
#35
64.53
96.04
87.00
#60
62.19
95.51
85.61
#70
61.05
94.91
84.04
#100
51.35
84.05
67.90
#120
43.83
54.77
45.27
#170
36.36
24.62
26.18
#200
31.08
13.76
17.47
STATISTICS (EXCLUDING SHELL)
MEDIAN GRAIN
0.14
0.12
0.13
SIZE
(mm)
MEAN GRAIN SIZE
N/A
(mm)
0.12
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
PROJECT NAME:
CLIENT:
BORINGID.:
DESCRIPTION:
I
ASTM
MESH
#10
#18
#35
#60
#70
#100
#120
#170
#200
MEDIAN GRAIN
SIZE (mm)
MEAN GRAIN SIZE
(mm)
SORTING (rr)
. Geotechnical -Engineering
. Construction Materials Testing
Galveston Anchorage Area C Sand Source Investigation
HDR Engineering, Inc.
AA-4S
Anchorage Area C Borrow Source Area
PERCENT SHELL BY WEIGHT (BASED ON #10 SIEVE)
-27.60' to -29.60'
-31.60' to -33.60'
-33.60' to -35.60'
NA VD
NAVD
NAVD
0.14
14.53
14.23
0;', FINER BY WEIGHT AFTER REMOVING SHELL
-27.60' to -29.60'
-31.60' to -33.60'
-33.60' to -35.60' NA
VD
NAvD
NAVD
100.00
100.00
100.00
99.60
74.18
71.11
99.30
64.54
56.43
98.90
60.08
47.66
98.00
58.16
45.02
70.60
45.43
31.11
37.50
34.31
18.95
10.10
25.86
8.84
0.90
23.67
6.50
STATISTICS (EXCLUDING SHELL)
0.14
0.18
0.30
0.14
N/A
0.41
0.38
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
HYDIi.OMETER
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
I
:1
I
I
95
90
85
75
70
80
\
\
I
f- 65
.1--
fet
~
60
$:
UJ
1\
>-
55
•
;:;:
z
UJ
"
'"
50
~
UJ
45
,
~
40
a.
UJ
35
30
25
20
15
10
5
0
100
10
. 1
0.1
0.01
0.001
GRAIN SIZE IN MILLIMETERS
I COBBLES i
GRAVEL
SAND
I
SILT OR CLAY
coarse
fine
I
coarse
medium
I
fine
I
Specimen
ID
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA-45
(-13.60' to -15.60' NAVD)
AA-45 (-13.60' to -15.60' NAVD)
Specimen
ID
Depth
D100
D60
D30
D10
%Gravel %Sand
%Sil!
%Clay
•
AA-45
(-13.60' to -15.60' NAVD)
2
0.202
0.0
GRAIN SIZE DISTRIBUTION
~
•.
Rock Engineering & Testing Lab., Inc.
Project:
, Galveston Anchorage Area C Sand Source Inv.
6817 Leopard
St.
Corpus Christi. TX 78409
Telephone: (361) 883-4555
Location: 'Anchorage Area C, Galveston, Texas
Fax: (361) 883-4711
Number: G109233
U.S. SIEVE OPENING IN INCHES
I
U.S. SIEVE NUMBERS
I
HYDROMETER
6
4 3
2
1.5
1 3/4 1/23/8
3
6
a
10
1416 20
30
40 50
60
100140200
100
I
1 •
1
1
I,
J.l
1
1
95
90
\
85
80
75
70
f-
85
:r:
!2
60
ill
S
>-
ro
55
ex
ill
z
50
iL
z
t- 45
ill
?;! 40
ill
lL
35
30
25
20
15
10
5
0
100
10
. 1
0.1
0.01
0.001
GRAIN SIZE IN MILLIMETERS
COBBLES
GRAVEL
SAND
SILT OR CLAY
coarse
fine
coarse
medium
I
fine
Specimen ID
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA-45
(.19.60'
to
.21.60' NAVD)
AA-45 (-19.60'
to
-21.60' NAVD)
~
0
"
oj
5
~
~
~
Specimen ID
Depth
"
D100
D60
D30
D10
%Gravel %Sand
%Silt
%Clay
~.
AA-45
(.19.60'
to
.21.60' NAVD)
2
0,129
0.094
0.0
in
m
~
w
"
~
0
"
"
~
"
"
N
0
GRAIN
SIZE
DISTRIBUTION
0
"
~$.
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: 'AnchorageArea 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
1/23/8
3
6
81°1416203040506010°140200
100
I
T
I
[T
T
IT
I
I
95
90
~
'A
85
I
80
75
70
f-- 65
I
w
~
60
S
>- 55
C!J
'"
z
W
u:
50
z
W
f-- 45
1i 40
W
n.
35
30
25
20
15
:
10
5
0
100
10
. 1
0,1
0,01
0,001
GRAIN SIZE IN MILLIMETERS
I
COBBLES
1
GRAVEL
SAND
SILT OR CLAY
coarse
fine
coarse I medium
I
fine
Specimen ID
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA-45
(-23.60'
to
-25,60'
NAYD)
AA-45 (-23_60' to -25_60' NAVO)
e
m
§
~
0
~
"
S
~
~
0:
~
Specimen ID
Depth
D100
D60
D30
D10
%Gravel %Sand
%Silt
%Clay
~.
AA-45
(-23.60'
to
-25.60' NAVD)
2
0_14
0_094
0.0
m
~
w
~
<i
0
I
U
Z
~
m
m
N
m
GRAIN SIZE DISTRIBUTION
0
~
~
•.
Rock Engineering & Testing Lab., Inc.
~
6817 Leopard st.
Project:
Galveston Anchorage Area C Sand Source Inv.
~
Corpus Christi, TX 78409
z
~
~
Telephone:
Fax:
(361)
883-4711
(361)
883-4555
Location:
'Anchorage
Area
C,
Galveston,
Texas
~
~
Number: G109233
U.S. SIEVE OPENING IN INCHES
I
6
4 3
2
1.5
1
3/4
1/23/8
3
100
I
I •
I
95
90
85
80
75
70
l-
65
I
Q 60
UJ
~
>-
55
l<
'"
~
50
u::
I-
z
UJ
45
~
40
UJ
!l.
35
30
25
20
15
10
5
0
100
10
I
COBBLES I
GRAVEL
•
~
~
0
"
m
5
w
~
~
"
u
••
~
w
u
0
z
x
~
~
M
M
m
N
0
coarse
Specimen 10
Depth
AA-45
(-2760' to -29.60' NAYD)
Specimen 10
Depth
AA-45
(-27.60' to .29.60' NAVD)
fine
0100
2
U.S. SIEVE NUMBERS
I
HYDROMETER
6
8
10
14
16
20 30 40 50 60
10°140
200
I I
,
:'
.. '
. 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-45 (-27.60' to -29.60' NAVD)
1.04 1.60
060
D30
D10
%Gravel %Sand
%Silt
%Clay
0.141
0.114
0.088
0.0
GRAIN SIZE DISTRIBUTION
.,
~
•.
Rock Engineering & Testing Lab., Inc.
w
w
~
Corpus
6817
Leopard
Christi,
st.
TX
78409
Project:
Galveston
Anchorage
Area
C
Sand
Source
Inv.
z
Telephone:
(361) 883-4555
Location:
'Anchoraqe 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
4 6
8