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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
5'
z
0
"
>
<1;'
2S
>:t5
"
"'
"-z
f-
0:
ffiU)
w
it
w
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f-
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00
z
:;
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0
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:J
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0
z
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w
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f-
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:;
5
10
15
20
SS
S-1
25
SS
S-2
N= 1
----
S-3
SS
N=5
----
SS
30
S-4
N= 5
S-5
SS
N=WOH
SS
N= 1
35
S-6
S-7
SS
N=
3
S-8
SS
N=4
N - STANDARD PENETRATION TEST RESISTANCE
P - POCKET PENETROMETER RESISTANCE
T - POCKET TORVANE
SHEAR STRENGTH
Inc.
PROJECT:
Galveston Anchorage Area C Sand Source Inv.
LOCATION: ,Anchorage Area C, Galveston. Texas:
NUMBER: G109233
DRILLING METHOD(S):
Hollow Stem Auger
"
w
~~~~~~~--~~--~~-----------------i
GROUNDWATER INFORMATION:
iii
0;
o
:;;:
g
~
SURFACE ELEVATION -23.32' NAVD.
z
"
61
13
9
19
20
, gray, very
wllh-ciayand shen fragmeniS,- - --
with-sheil fragments, blUiSh gray-;- - --
Same as above, very loose.
Same as above.
' with shell fragments, bluish gray, very
i was
the drilling operations.
REMARKS:
Boring depth and location was determined by HDR Engineering. Inc, Boring operations
were performed by RETL at GPS Coord. N. 29.35311 W. 94.76981.
WOH = Weigh of Hammer
. Geotechnical Engineering
. Construction Materials Testing
PROJECT NAME: Galveston Anchorage Area C Sand Source Investigation
CLIENT: HDR Engineering, Inc.
BORING ID.: AA-40
DESCRIPTION: Anchorage Area C Borrow Source Area
PERCENT SHELL BY WEIGHT (BASED ON #10 SIEVE)
-23.32'
to
-25.32' to
-27.32' to
-29.32' to
-35.32' to
-25.32' NAVD
-27.32' NA VD -29.32' NA VD -31.32'
NA VD
-37.32' NA VD
0.40
13.31
7.28
0.24
0.54
0;', FINER BY WEIGHT AFTER REMOVING SHELL
ASTM
-29.32' to
MESH
-23.32' to
-25.32' to
-27.32' to
-35.32' to
-25.32' NAVD
-27.32' NAVD -29.32'
NA VD
-31.32'
NA VD
-37.32' NAVD
#10
100.00
100.00
100.00
100.00
100.00
#IS
9S.90
67.90
SO.S3
99.50
99.17
#35
9S.40
56.20
72.41
99.00
9S.96
#60
97.90
4S.50
66.27
9S.38
97.84
#70
97.50
43.10
61.42
97.59
93.14
#100
95.00
29.50
37.92
59.78
40.86
#120
83.70
19.90
20.71
36.01
29.34
#170
6S.40
14.00
11.04
22.18
22.10
#200
60.60
12.60
9.03
18.80
20.06
STATISTICS (EXCLUDING SHELL)
MEDIAN GRAIN
N/A
0.27
SIZE
(mm)
0.18
0.14
0.17
MEAN GRAIN SIZE
(mm)
N/A
0.39
0.30
N/A
N/A
SORTING (a)
NlA
N/A
N/A
N/A
N/A
*The -#10 material was utilized as the total sample for Grain Size Distribution Curve calculations.
U.S. SIEVE OPENING IN INCHES
I
U.S. SIEVE NUMBERS
I
HYDROMETER
6
4 3
2 1.5
1
314 112318
3
6
81°14162030405°60100140200
100
I
I
I
I I'
I
~
95
90
85
80
75
70
f- 65
I
g
60
UJ
S
>- 55
.
"'
'"
~
50
u:
UJ
f-
z
45
12 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 :
GRAVEL
I
SAND
SILT
OR CLAY
coarse
fine
j coarse
medium
I
fine
Specimen ID
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA-40
(-23.32'
to
-25.32' NAVD)
AA-40 (-23.32' to -25.32' NAVO)
m
"
§
~
0
"
m
5
00
«
"
Specimen ID
Depth
"
D100
D60
D30
010
%Gravel %Sand
%Silt
%Clay
~.
AA-40
(-23.32'
to
-25.32' NAVO)
2
0.0
m
~
w
0
~
"
"
z
~
M
M
m
N
GRAIN SIZE DISTRIBUTION
0
"
~
•.
Rock Engineering & Testing Lab" Inc,
a;
w
Corpus
6817
Leopard
Christi.
SI.
TX
78409
Project:
Galveston
Anchorage
Area
C
Sand
Source
Inv.
z
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
318
3
6
8
10
1416
20 30 40
50
60
100 140200
100
I
I
I
I
I
I
:1
I
I
95
90
85
\
80
\
75
\
70
l-
65
•
I
Q 60
~
>-
OJ
55
."
r<
'!!
50
.~
u:
I-
z
w
45
•
~
40
0-
w
i\
35
30
'I'
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
I
fine
coarse I medium
I
fine
Specimen 10
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA-40
(-25.32'
to
-27.32' NA VD)
AA-40 (-25,32'
to
-27,32'
NAVD)
Specimen 10
Depth
0100
060
030
010
%Gravel %Sand
%Silt
%Clay
•
AA.40 (-25.32' 10 -27.32' NAVD)
2
0,626
0.151
0.0
GRAIN SIZE DISTRIBUTION
~
•.
Rock Engineering & Testing Lab., Inc.
Project:
~
6817
Leopard St.
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
1/23/8 3
6
810 1416 20 30 40 50
60
100
140200
100
I
I
I
II
I
I
:1
I
I
95
90
~.
85
\
80
75
70
r-i
65
•
:c
r-
~
;;:
52
w
60
>-
55
u:
W
"
"
z
50
r-
z
45
W
i.!
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
I
I
coarse
GRAVEL
fine
coarse
medium
SAND
I
fine
I
I
SILT OR CLAY
Specimen ID
Depth
Classification
LL
PL
PI
Cc
Cu
•
m
AA-40
(-27,J2' to -29.32' NAVD)
AA.40 (.27.32'
to
.29.32' NAVO)
1.14
2.55
e
§
I:;
"
~
00
~
~
Specimen ID
"
Depth
D100
D60
D30
D10
%Gravel %Sand
%Silt
%Clay
;;.
AA.40
(-27.32' to -29.32' NAVD)
2
0.206
0.137
0.081
0.0
00
~
~
w
0
~
"
"
z
~
M
M
m
N
GRAIN SIZE DISTRIBUTION
0
"
~
•.
Rock Engineering & Testing Lab., Inc.
.±!
6817 Leopard St.
Project:
Galveston Anchorage Area C Sand Source Inv
00
Corpus Christi, TX 78409
ie
z
Telephone:
Fax: (361) 883.4711
(361) 883-4555
Location: Anchorage Area C, Galveston, Texas
"
00
~
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
1416 20 30 40 50
60
100140200
100
T
T
T
[I
1
IT
.... 1
95
90
85
80
75
70
f--
65
I
~
60
UJ
~
>-
55
"'
'"
~
50
Ii:
f--
z
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
COBBLES
coarse
GRAVEL
fine
coarse
medium
SAND
[
fine
I
I
SILT OR CLAY
Specimen ID
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA-40
(.29.32' to .31.32' NA VD)
AA-40 (-29,32'
to
-31,32' NAVDj
m
Q
,..
§
0
"
oj
~
w
~
~
Specimen ID
Depth
D100
D60
D30
D10
%Gravel %Sand
%Silt
%Clay
"
~.
AA.40
(.29.32' to .3132' NAVD)
2