LOG OF BORING""
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Rock Engineering & Testing Lab., Inc.
6817
Leopard
SI.
Corpus Christi, TX
78409
Telephone:
(361) 883-4555
Fax: (361) 883-4711
FIELD DATA
LABORATORY DATA
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P -
POCKET PENETROMETER RESISTANCE
g T - POCKET TORVANE SHEAR STRENGTH
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CLIENT:
HDR Engineering, Inc.
PROJECT: GalvestonAnchora(le
Area C Sand Source Inv.
LOCATION: ,Anchorage Area C, Galveston, Texas
NUMBER: G109233
DATE(S) DRILLED:
10/15/09
-
10/15/09
DRILLING METHOD(S):
Hollow Stem Auger
GROUNDWATER INFORMATION:
SURFACE ELEVATION -28.32' NAVD
DESCFm'llul~
OF STRATUM
6
~
) SAND, with clay and
shelllld~III~IIIO,
,gray, very loose.
j'
60
SANDY CLAY, with
shelllld~'"~1II0,
dark gray, very soft.
SIL rv LAYEY SAN[, with shell
""8' '""",
dark gray and
19
gray, veryloose.
Same
as above.
28
- -r-Di
LY-~"'~"''l
SAND wlth-ci8yandslieiiTragments,- - - --
9
biUiSf\
gray, very loose.
Same
as above.
Boring
Wfl"- "AIC'
,ucu to an
the drilling operations.
REMARKS:
1 of
w.,,-,~~t
NAVD during
Boring depth and location was determined by
HDR
Engineering, Inc. Boring operations
were performed by RETL at GPS Coord. N. 29.35016 W. 94.76809,
WOH :: Weight
of
Hammer
. Geotechnical Engineering
. Construction Materials Testing
PROJECT NAME: Galveston Anchorage Area C Sand Source Investigation
CLIENT: HDR Engineering, Inc.
BORING !D.: AA-33
DESCRIPTION: Anchorage Area C Borrow Source Area
I
PERCENT SHELL BY WEIGHT (BASED ON #10 SIEVE)
-28.32' to
-30.32' to
-32.32' to
-34.32' to
-36.32' to
-30.32' NA
VD
-32.32' NA VD -34.32' NA VD
-36.32' NA VD
-38.32' NA VD
20.80
5.90
3.20
0.50
0.40
%
FINER BY WEIGHT AFTER REMOVING SHELL
ASTM
MESH
-28.32' to
-30.32' to
-32.32' to
-34.32' to
-36.32' to
-30.32' NA
VD
-32.32' NA VD -34.32' NA VD
-36.32' NA VD
-38.32' NAVD
#10
100.00
100.00
100.00
100.00
100.00
#18
67.70
88.90
94.20
99.20
99.50
#35
58.80
84.30
92.10
98.80
99.40
#60
46.50
80.50
90.30
98.50
99.20
#70
35.50
77.20
88.60
98.20
98.40
.#100
14.90
70.00
58.70
68.80
53.80
#120
9.10
65.60
39.10
46.80
27.80
#170
6.50
61.40
23.60
32.10
12.70
#200
6.10
60.10
18.90
27.80
8.70
STATISTICS (EXCLUDING SHELL)
MEDIAN
SIZE (mm)
GRAIN
0.28
N/A
0.14
0.14
0.14
MEAN GRAIN SIZE
0.36
N/A
N/A
N/A
0.15
(mm)
SORTING «I)
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
6
81
°14
16
20
3
°40
50
60
10°140
200
100
I
I
I
I
I II
I
I
95
90
85
-
.
80
-
75
1\
\
70
f-
65
I
Q
60
-
--
~
•
.\
in
55
.
.
- -
0:
~
50
~
u:
z
f-
45
UJ
Ii
40
-
UJ
[L
35
30
25
20
-
15
10
'\
•
.
'"
5
0
100
10
1
0.1
0.01
0.001
GRAIN SIZE IN MILLIMETERS
COBBLES
GRAVEL
SAND
SILTOR CLAY
I
coarse
fine
coarse
medium
I
fine
Specimen 10
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA-33
(-2832'
to
-30.32'
NAVD)
AA-33 (-28,32' to -30,32' NAVD)
0,52 4,27
rn
Q
§
>-0
"
cD
:'\
00
~
~
Specimen ID
"
Depth
0100
060
030
010
%Gravel %Sand
%SiIt
%Clay
~.
AA-33
(-2832'
to
-30.32'
NA
VD)
2
0,549
0,192
0,128
0,0
00
<
m
w
.
-
"
~
0
I
U
<
Z
M
M
m
N
GRAIN SIZE DISTRIBUTION
0
~
~$.
Rock Engineering & Testing Lab., Inc.
,
00
w
6817
Corpus
Leopard
Christi,
St.
TX
78409
Project:
Galveston
Anchorage
Area
C
Sand
Source
Inv.
"
'"
z
Fax:
Telephone:
(361)
883-4711
(361)
883-4555
Location:
Anchorage
Area
C,
Galveston,
Texas
"
w
Number: G109233
~
U,S. SIEVE OPENING IN INCHES
I
6
4
3
2 1,5
1 3/4
1/2
318
100
I
I
I
95
90
85
80
75
70
f-
65
I
Q
60
~
>- 55
cr:
'"
z
W 50
iL
Ii
W
f-
z
40
45
W
(L
35
30
25
20
15
10
5
0
100
10
COBBLES
GRAVEL
•
~
"
~.
~
m
<
w
'"
<
oc
0
I
U
Z
<
M
~
N
m
0
coarse
fine
Specimen
10
Depth
AA-33
(-30.32' to -32.32' NAVD)
Specimen
10
Depth
0100
AA-33
(-30.32' to -32.32' NAvm
2
3
U,S. SIEVE NUMBERS
I
HYDROMETER
4
6
810
1416 20 30 40 50
60
100140200
I I
II
I
I
~
,""
il.
.~
\
\
-
\
-
•
.
-
.
1
0.1
0.01
0.001
GRAIN SIZE IN MILLIMETERS
SAND
SILT
OR CLAY
coarse
medium
I
fine
Classification
LL
PL
PI
Cc
Cu
AA-33 (-30.32' to -32.32' NAVD)
060
030
010
%Gravel
%Sand
%Silt
%Clay
0,0
GRAIN SIZE DISTRIBUTION
0
~$.
Rock Engineering & Testing Lab., Inc.
Galveston Anchorage Area C Sand Source Inv.
w
~
6817 Leopard st.
ProJect:
m
Corpus Christi, TX 78409
"
oc
z
Fax
Telephone
(361)
883-4711
(361)
883-4555
Location:
Anchorage
Area
C,
Galveston,
Texas
'"
m
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
810 1416 20 30 40 50
60
100140200
100
I
I
I
I I
II
I
I
95
"-
--
P-'
-
90
'1
85
80
75
70
f-
65
-
I
Q
w
60
S
>-
55
'"
'"
z
W 50
[L
z
f-
45
6!
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
r
COBBLES
GRAVEL
SAND
SILTORCLAY
coarse
fine
coarse
medium
I
fine
Specimen
10
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA-33
(,32.32'
to
,34.32' NAVD)
AA-33 (-32,32' to -34.32' NAVO)
m
e
~
~
0
G
<
m
~
~
~
G
~
Specimen
10
Depth
0100
060
030
010
%Gravel %Sand
%Silt
%Clay
~.
AA-33
(-32.32'
to
,)4.32' NAVD)
2
0,151
0,102
0,0
iii
m
<
ill
G
~
0
I
0
Z
<
~
~
m
N
GRAIN SIZE DISTRIBUTION
0
G
~$.
Rock Engineering & Testing Lab.,
Inc.
w
~
6817
Leopard St.
Project:
Galveston Anchorage Area C Sand Source I nv.
~
Corpus Christi. TX
78409
"
G
~
z
Fax:
Telephone:
(361)
883-4711
(361)
883,4555
Location:
Anchorage
Area
C,
Galveston.
Texas
Number:
G109233
m
~
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
81014162030405°60
100140200
100
I
I
I
I
I
,
I
95
90
85
80
75
70
t- 65
I
~
60
~
iO
55
a:
~
50
u:
t-
z
45
w
12 40
"-
W
tL
35
30
25
-
.
20
15
•
10
5
•
0
100
10
1
0.1
0.01
0.001
GRAIN SIZE IN MILLIMETERS
I
COBBLES
I
I
coarse
GRAVEL
I
fine coarse medium
SAND
I
fine
I
I
SILTOR CLAY
Specimen 10
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA-33 ("3432' to "3632' NAVD)
AA-33 (-34,32' to -36,32' NAVD)
m
0
§
~
0
0
<ri
~
w