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LOG OF
~
Rock Engineering & Testing Lab., Inc.
6817 Leopard St.
,
~ ~
Corpus Christi, TX 78409
Telephone:
(361) 883-4555
Fax:
(361) 883-4711
ING
AA_':U~
SHEET 1 of 1
CLIENT:
HDR Engineering, Inc.
PROJECT:
GalvestonAnchora.geArea C Sand Source Inv ..
LOCATION: I Anchorage Area C,'Galveston, Texas
NUMBER:
G109233
DATE(S) DRILLED:
10/16/09 -10/16/09
FIELD DATA
LABORATORY DATA
DRILLING METHOD(S):
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ri
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5
10
15
20
25
30
35
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LL PL PI
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Hollow Stem Auger
GROUNDWATER INFORMATION:
SURFACE ELEVATION: -27.12' NAVD
DESCRIr-
IIUN OF STRATUM
S
S~1 NtN~=~2---j--j---t--t--t-~---j~3-t~P'~JU~~~,]A~ANffioo2.,,~wlthhl~shh~elllfu,o~""~,",,,~,o,,,~g~rn~yaruanndr----j
brown, very loose.
S-2
ss
N=
3
Same as above.
SS 1----- r---- '-1-- -- --
--I-SiLTYCLAYEYSANb;-wrthSiiSilfragmenfs'-darkWuTshgray'---
S-3
I N= 6
19
loose.
SS
"-5
Same as above.
S-4
,,-
18
SS
,,_
S-5
,,- 9
22
Same as above,
n----t-t-t-t~--t-~~B~orr~iin~~I~w~aass~~I~roan~~lclof:~-37
..
q~eettNiWNAV/D<D)d~Uringil
the
arilling
operations.
! - N - STANDARD PENETRATION TEST RESISTANCE
REMARKS:
Boring depth and location was determined
by
HDR Engineering, Inc. Boring operations
were periormed by RETL at GPS Coord. N. 29.35050 W. 94.77257.
~'
P - POCKET PENETROMETER RESISTANCE
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 ID.:
AA-38
DESCRIPTION: Anchorage Area C Borrow Source Area
I
PERCENT SHELL BY WEIGHT (BASED ON #10 SIEVE)
-27.12' to -29.12'
-31.12'
to -33.12'
-33.12' to -35.12'
-35.12' to -37.12'
NAVD
NAVD
NAVD
NAVD
42.70
6.59
4.90
0.20
ASTM
%
FINER BY WEIGHT AFTER REMOVING SHELL
-27.12' to -29.12'
-31.12' to -33.12'
-33.12' to -35.12'
-35.12' to -37.12'
MESH
NAVD
NAVD
NAVD
NAVD
#10
100.00
100.00
100.00
100.00
#18
32.70
86.99
92.30
99.70
#35
19.80
83.24
91.00
99.60
#60
14.20
81.25
90.20
99.40
#70
12.10
79.90
86.90
98.20
#100
6.70
47.40
43.40
47.50
#120
4.30
31.70
29.60
35.10
#170
3.00
21.10
21.30
25.80
#200
2.70
18.80
18.40
22.30
STATISTICS (EXCLUDING SHELL)
MEDIAN GRAIN
1.70
0.17
0.17
0.17
SIZE
(mm)
MEAN GRAIN SIZE
0.80
(mm)
N/A
N/A
NlA
SORTING
(G)
0.86
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
8
10
14
16
20 30 40 50
60
100
140
200
100
I
I
I
I
I
I
1
I
I
95
90
85
80
75
70
f-
65
I
S2 60
UJ
S
>- 55
III
a:
,
\
UJ
G:
z
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
SILT OR CLAY
coarse
I
fine
coarse
medium
I
fine
Specimen
ID
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA-38
(-27.12'to-29.12'NAVD)
AA-38 (-27,12' to -29,12' NAVO)
Specimen
ID
Depth
D100
D60
D30
D10
%Gravel %Sand
%Silt
%Clay
•
AA-38
(-27.12' to -29.12' NAVD)
2
0,865
0,184
0,0
GRAIN SIZE DISTRIBUTION
~
•.
Rock EngineerIng & Testing Lab., Inc.
Galveston Anchorage AreaC Sand Source Inv.
6817
Leopard st.
Project:
Corpus Christi, TX
78409
Location: Anchorage Area C, Galveston, Texas
Telephone:
(361) 883-4555
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
8101416203040 50
60
1°°140200
100
I
I
I
I
I
I
:1
I
I
95
.
90
'\.
.
~
85
80
~---
~
75
70
I-
65
J:
w
~
60
~
>- 55
'"
rr
z
W 50
u:
I-z
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
SILT OR CLAY
coarse
fine
coarse I medium
I
fine
Specimen 10
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA.38
(-31.12' to -33.12' NAVD)
AA.38 (.31.12'
to
.33.12'
NAVO)
m
~
§
to;
"
m
:I
w
"
~
~
Specimen 10_
[Jepth
0100
D60
D30
010
%Gravel %Sand
%Silt
%Clay
"
~.
AA.38
(-3U2' to-33.12'NAVD)
2
0.17
0.118
0.0
w
"
m
w
"
~
0
or
"
"
M
M
N
m
GRAIN SIZE DISTRIBUTION
0
"
~
•.
Rock Engineering & Testing Lab., Inc.
'"
w
w
Corpus
6817
Leopard
Christi.
St.
TX
78409
Project:
Galveston
Anchorage
Area
(
Sand
Source
Inv.
"
;::
z
w
Telephone:
Fax:
(361)883-4711
(361)
883-4555
Location:
Number:
G109233
Anchorage
Area
C,
Galveston,
Texas
"
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
1 •
1
! 1
1
1
:1
1
1
95
~
90
i
85
80
75
70
f-- 65
I
~
60
UJ
3:
>-
en
55
~
~
50
u:
UJ
f--
z
45
~
40
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
I
coarse
GRAVEL
I
fine
! coarse
medium
SAND
I
fine
I
I
SILT
OR
CLAY
Specimen 10
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA-38
(-33.12' '0 -35.12' NAVD)
AA-38 (-33.12' to -35.12' NAVO)
m
a
\:;
"
m
~
~
"
'"
;C
Specimen 10
Depth
"
0100
060
030
010
%Gravel %Sand
%Silt
%Clay
~.
AA-38
(-33.12.' to -35.12' NAVO)
2
0,17
0.126
0.0
:;>
m
w
"
~
0
:;
"
"
M
:;;
M
a
.,
GRAIN
SIZE
DISTRIBUTION
~$.
Rock Engineering & Testing Lab" Inc,
01
w
6817
Leopard st.
Project:
Galveston Anchorage Area C Sand Source Inv.
'"
Corpus Christi, TX
78409
z
Telephone:
(361) 883.4555
Location:
Anchorage Area C, Galveston, Texas
"
~
'"
Fax:
(361) 883-4711
Number: G109233
"
u.s. SIEVE OPENING IN INCHES
I
U.S. SIEVE NUMBERS
I
HYDROMETER
6
4 3
2
1.5 1 3/4
1/23/8 3
6
8
10
14
16
20 30 40 50
60
100140200
100
I
I
I
I'
I
I •
~
I
95
90
85
:
80
75
70
I-
65
I
w
~
60
S
>-
55
"'
~
z
W 50
IT:
I-
z
W
45
~
40
W
"-
35
\
30
25
20
15
10
5
0
100
10
. 1
0.1
0.01
0.001
GRAIN SIZE IN MILLIMETERS
COBBLES
GRAVEL
SAND
SILT OR CLAY
coarse
\
fine
coarse \
med.lum
I
fine
Specimen ID
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA-38
(.35.12' to .37.12' NAVD)
AA-38 (-35.12' to -37.12' NAVO)
Specimen 10
Oepth
0100
060
030
010
%Gravel %Sand
%Silt
%Clay
•
AA-38
(.35.12' to .37.12' NAVD)
2
0.162
0.103
0.0
~
~
m
N
GRAIN SIZE DISTRIBUTION
0
'i
~$.
Rock Engineering & Testing Lab., Inc.
Corpus
6817
Leopard
Christi,
SI.
TX
78409
Project:
Galveston
Anchorage
Area
C
Sand
Sourcelnv.
Telephone:
(361) 883.4555
Location:
Anchorage Area C, Galveston, Texas
Fax:
(361) 883.4711
00
Number: G109233
=>
u.s. SIEVE OPENING IN INCHES
I
U.S. SIEVE NUMBERS
I
HYDROMETER
6
4 3
2 1.5
1 314
112
3/8
3
6
8
10
1416
20 30 40 50
60
100
140200
100
1
1
1
1
1
1 :1
1
1
95
~
90
•
-.
85
80
75
70
f-
65
:r:
~
w
60
3:
>- 55
"'
0:
z
W 50
iL
z
f-
45
W
~
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 ID
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA-38
1-33.12' to -35.12' NAVD)
AA-38 (-33.12'
to
-35.12'
NAVO)