Rock Engineering & Testing Lab., Inc.
6817 Leopard St.
Corpus Christi, TX 78409
Telephone: (361) 883-4555
Fax: (361) 883-4711
FIELD DATA
LABORATORY DATA
5'
g
z
>
-<
:;::G
"'
c
f-
b
z
'"
ffiill
UJ
f-
0:
,,-
::J
:;
"'
UJ
t:LLt;:~-
f-
>0
o~
()
0
Z
0
z
__ oocr:<i!
UJ
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:>
"-
-'
UJ
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ozz~:::.::::
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'"
en
f-
'"
:;
iil~~cr:f..)
(5
53
.:
en
za.:.:-:~~
:;
5
10
15
20
25
30
S-l
SS
N= 6
35
SS
S-2
N= 2
S-3
SS
N= 2
SS
N= 9
40
S-4
N - STANDARD PENETRATION TEST RESISTANCE
P - POCKET PENETROMETER RESISTANCE
T - POCKET TORVANE SHEAR STRENGTH
PROJECT:
Galyeston Anchorage Area_ C Sa_nd
_§9~cc~lny"
LOCATION: I Anchorage Area C, Galveston, Texas
NUMBER:
G109233
DRILLING METHOD(S):
Hollow Stem Auger
~ ~G~R~O~U~N~D~W~A~T~E~R~IN~F~O~R~M7A~T~IO~N-:------------~
(ij
0;
g
N
g
!!J 1.8URFACE ELEVATION: -32.52' NAVD
z
"
I
3
4
7
12
gray, I
Same as above, very loose.
Same as above, with clay, gray.
POORLY GRADED SAND,
with clay and shell fragments,
loose.
an
REMARKS:
Boring depth and location was determined by HDR Engineering, Inc. Boring operations
were performed by
RETl
at GPS Coord. N. 29.35035 W. 94.77023.
.
Geotechnical Engineering
.
Construction Materials Testing
PROJECT NAME: Galveston Anchorage Area C Sand Source Investigation
CLIENT: HDR Engineering,
Inc.
BORING ID.: AA-37
DESCRIPTION: Anchorage Area C Borrow Source Area
I
PERCENT SHELL BY WEIGHT (BASED ON #10 SIEVE)
-32.52' to -34.52'
-34.52' to -36.52'
-36.52' to -38.52'
-38.52' to -40.52'
NAVD
NAVD
NAVD
NAVD
7.90
11.10
7.07
3.50
ASTM
'Yo FINER BY WEIGHT AFTER REMOVING SHELL
-32.52' to -34.52'
-34.52' to -36.52'
-36.52' to -38.52'
-38.52' to -40.52'
MESH
NAVD
NAVD
NAVD
NAVD
#10
100.00
100.00
100.00
100.00
#18
78.10
66.10
85.40
91.70
#35
63.00
40.20
77.00
86.10
#60
50.90
23.80
70.60
81.70
#70
40.00
17.20
66.40
76.10
#100
13.40
8.60
41.20
35.50
#120
7.00
6.00
19.80
21.20
#170
4.50
4.60
9.50
13.60
#200
4.00
4.30
7.40
12.00
STATISTICS (EXCLUDING SHELL)
MEDIAN GRAIN
0.24
0.67
0.17
0.17
SIZE (mm)
MEAN GRAIN
(mm)
SIZE
0.37
0.61
0.28
0.20
SORTING (cr)
1.22
1.24
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°14162030 40 5060
100140200
100
I
I
I
'1
I
II
I
I
95
90
\
85
80
\
75
70
65
I-
I
K
<:2 60
~
>-
55
.~
al
cr
W
u:
z
50
W
I-ii!
z
45
40
W
Q.
35
30
25
20
15
~
10
~
5
0
100
10
. 1
0.1
0.01
0.001
GRAIN SIZE IN MILLIMETERS
COBBLES
GRAVEL
SAND
I
SILT OR CLAY
coarse
I
fine
coarse
I
medium
fine
I
Specimen 10
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA-37
(-12.52' to -34.52.' NAVD)
AA-37 (-32,52' to -34.52'
NAVD)
0.60 3,10
Specimen 10
Depth
0100
060
030
010
%Gravel
%Sand
'IoSilt
%Clay
•
AA-37
(-32.52' Lo -34.52' Nf,VD)
2
0.421
0.185
0.136
0,0
GRAIN SIZE DISTRIBUTION
~$.
Rock Engineering & Testing Lab., Inc.
IGalveston Anchorage Area C Sand Sourcelnv.
6817
Leopard SI.
Project:
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
8
10
14
16 20 30 40 50
60
100
140200
100
I
,
I
I'
,
I
:1
I
I
95
90
85
1\
\
80
75
70
f-
65
I
s:
>-
S2
w
55
60
'"
0::
!!;!
50
u:
f-
z
w
45
a.
61
w
40
,
35
1\
30
25
1\
I~
20
15
10
\
~
5
0
100
10
. 1
0.1
0.01
0.001
GRAIN SIZE IN MILLIMETERS
I
COBBLES :
GRAVEL
SAND
SILT OR CLAY
coarse
fine
coarse
\
medium
1
fine
Specimen ID
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA-37
(-34.52' to -36.52' NAVD)
AA-37 (-34.52' to -36.52' NAVO)
0.79 5.39
~
0
~
~
~
~
~
Specimen
ID
Depth
~
D100
D60
D30
D10
%Gravel %Sand
%Silt
%Clay
~.
AA-37
(-34.52' to -36.52' NAVD)
2
0.849
0.325
0.158
0.0
w
~
~
~
r
0
"
z
~
M
M
8
N
GRAIN SIZE DISTRIBUTION
5
~
•.
Rock Engineering & Testing Lab., Jnc.
"
w
~
Corpus
6817Leopard
Christi,
St.
TX 78409
Project:
Galveston Anchorage Area 'C Sand Source Inv.
~
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
1/2
3/8
3
6
81°14162030405060 10°140200
100
,
,
,
, ,
I :'
, ,
95
90
85
"
\
80
75
70
1-'
~
I- 65
I
~
60
~
>- 55
'"
'"
z
W
u::
50
W
I-
z
45
a1
40
W
"-
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 10
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA-37
(-36.52'
to
-38.52' NAVD)
AA-37 (-36.52' to -38.52' NAVO)
1.07
2.15
Specimen 10
Depth
0100
060
D30
010
%Gravel
%Sand
%Silt
%Clay
•
AA-37
(-36,52'
to
-38.52' NAVD)
2
0.192
0.136
0.09
0.0
GRAIN SIZE DISTRIBUTION
~
~
•.
Rock Engineering & Testing Lab" Inc,
6817 Leopard SI.
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
U.S. SIEVE NUMBERS
I
HYDROMETER
6
4 3
2 1.5 1
3/4
112
318
3
4 6
8
10
14