I
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
b
>
-<
>:5
"
'"
~
z
f-
0:
ffiU3
w
<i
w
>w
f-
Z
OJ
0
0
0
"
::;
::>
tttirl~
()
0
z
-. 00 r:r::;;i
w
':g
w
~~~~:)
0:
::>
>
lL
--'
ozz~~
f-
ill
0.>
::;
0:
a5~~a::()
is
"'
"'
zo.:~~@
::;
5
10
15
20
25
8-1
SS
2
30
88
8-2
N; 3
8-3
88
*4
35
88
8-4
N; 3
8-5
88
N=3
S-6
88
N=
----
11
40
88
8-7
N= 9
N - STANDARD PENETRATION TEST RESISTANCE
P - POCKET PENETROMETER RESISTANCE
T -
POCKET TORVANE SHEAR STRENGTH
in
~
o
z
~
, Inc,
PROJECT: ' Galveston Anchorage Area C Sand Source Inv.
LOCATION: 'Anchorage Area C, Galveston, Texas
NUMBER:
G109233
DRILLING
METHOD(S):
Hollow Stem Auger
GROUNDWATER
INFORMATION:
;g
SURFACE ELEVATION: -27.82' NAVD
z
"
I
5
11
4
7
6
13
gray
Same as above, gray, loose.
POORLY GRADED SAND,
with shell fragments, gray, very
loose.
Same as above, with clay.
Same as above, medium.
With SiieIl
Traiimenfs~gray,
lOose. - - -
REMARKS:
Boring depth and location was determined by HDR Engineering, Inc. Boring operations
were performed by RETL at GPS Coord. N. 29.35159 W. 94.77094.
. Geotechnical Engineering
. Construction Materials Testing
PROJECT NAME: Galveston Anchorage Area C Sand Source Investigation
CLIENT:
HDR Engineering, Inc.
BORING
!D.: AA-39
DESCRIPTION: Anchorage Area C Borrow Source Area
I
PERCENT SHELL BY WEIGHT (BASED ON #10 SIEVE)
-27.82' to -29.82'
-31.82' to -33.82' NAVD
-33.82' to -35.82' NA
VD
NAVD
31.10
7.55
10.36
ASTM
%
FINER BY WEIGHT AFTER REMOVING SHELL
MESH
-27.82'
NAVD
to -29.82'
-31.82' to -33.82' NAVD
-33.82' to -35.82'
NA VD
#10
100.00
100.00
100.00
#18
47.10
81.1 0
73.40
#35
32.59
65.30
51.80
#60
25.13
45.60
38.60
#70
2l.29
35.80
30.10
#100
11.50
19.10
13.40
#120
7.70
14.60
7.60
#170
5.30
1l.60
4.70
#200
4.70
10.70
4.20
STATISTICS (EXCLUDING SHELL)
MEDIAN GRAIN
1.10
0.28
0.45
SIZE (mm)
MEAN GRAIN
SIZE
0.58
0.36
0.49
(mm)
SORTING (0')
1.15
N/A
1.29
'The -#10 material was utilized as the total sample for Grain Size Distribution Curve calculations.
I
PROJECT NAME:
CLIENT:
BORING !D.:
DESCRIPTION:
I
ASTM
MESH
#10
#18
#35
#60
#70
#100
#120
#170
#200
MEDIAN GRAIN
SIZE
(mm)
MEAN GRAIN SIZE
(mm)
SORTING
(a)
.
Geotechnical Engineering
. Construction Materials Testing
Galveston Anchorage Area C Sand Source Investigation
HDR Engineering, Inc.
AA-39
Anchorage Area C Borrow Source Area
PERCENT SHELL BY WEIGHT (BASED ON #10 SIEVE)
-35.82' to -37.82' NA VD
-37.82' to -39.82' NAVD
-39.82' to -41.82' NAVD
7.93
6.09
0.62
Of.,
VINER BY WEIGHT Al'TER REMOVING SHELL
-35.82'
to -37.82'
NAVD
-37.82' to -39.82' NA VD
-39.82' to -41.82' NAVD
100.00
100.00
100.00
78.00
84.63
96.70
65.20
75.48
93.20
56.80
70.89
91.20
51.80
68.05
89.50
24.50
25.22
32.20
14.30
12.76
20.50
7.90
6.61
14.10
6.70
5.58
12.90
STATISTICS (EXCLUDING SHELL)
0.20
0.19
0.18
0.35
0.30
0.15
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
4
6
81014162030405060
10°140200
100
I
I
I
I I
II
I
I
95
90
85
80
75
70
I
f- 65
\
52
60
~
>- 55
a:l
~
'"
50
u:
•
f- 45
•
z
w
6! 40
.
-
w
"-
35
30
~
."
25
l..
~
20
15
10
\
~
5
0
100
10
1
0.1
0.01
0.001
GRAIN SIZE IN MILLIMETERS
I COBBLES I
GRAVEL
SAND
SILTORCLAY
I
coarse
fine
coarse
medium
I
fine
Specimen
10
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA-39
1-27.82'
to
-29.82'
NAVO) ,
AA-39 (-27.82'
to -29.82' NAVD)
0.74 10.84
Specimen
10
Depth
0100
060
030
010
%Gravel %Sand
%Silt
%Clay
•
AA-39
(-27.82'
to
-29.82'
NAVD)
2
1.507
0.393
0.139
0.0
GRAIN SIZE DISTRIBUTION
~$.
Rock Engineering & Testing Lab., Inc.
Galveston Anchorage Area C Sand Source Inv.
6817
Leopard SI.
Project:
Corpus Christi, TX 78409
,
Telephone.
(361) 883-4555
Location:
Anchorage Area C. Galveston, Texas
Fax: (361) 883-4711
Number:
G109233
u.s. SIEVE OPENING IN INCHES
I
U.S. SIEVE NUMBERS
I
HYDROMETER
6
4 3
2
1.5
1 3/4
1/23/8 3
6
81014162030405°60
100140200
100
I
I .
I
I
I
I
~I
I
I
95
90
\
85
\
80
75
70
...
65
I
S!
w
60
S
>-
co
55
IY
W
50
Ii
z
u:
...
z
45
W
~
40
W
D..
35
30
25
1\
20
'\
10
15
,
5
0
100
10
. 1
0.1
0.01
0.001
GRAIN SIZE IN MILLIMETERS
COBBLES
I
I
coarse
GRAVEL
fine
coarse
medium
SAND
I
fine
I
I
SILT OR CLAY
Specimen ID
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA-39 (_31.82'to_33.82'NAVD)
AA-39 (-31,82' to -33.82' NAVO)
1.29
6.42
Specimen ID
Depth
D100
D60
D30
D10
%Gravel %Sand
%Silt
%Clay
•
AA-39 (-31.82' to-33.82' NAVD)
2
0.415
0.186
0.0
.,
GRAIN SIZE DISTRIBUTION
~
•.
Rock Engineering & Testing Lab., Inc.
6817 Leopard St
Project:
Galveston Anchorage Area C Sand Source Inv.
Corpus Christi, TX 78409
Anchorage Area C, Galveston: Texas
Telephone: (361) 883-4555
Location:
Fax: (361) 883-4711
Number: G109233
~
U.S. SIEVE OPENING IN INCHES
I
U.S. SIEVE NUMBERS
I
HYDROMETER
6
4 3
2
1.5
1
3/4 1/23/8
3
6
8101416203040 50
60
100140200
100
,
,
I
, ,
,
:'
, ,
95
90
85
\
\
80
75
70
c-
65
o:
"
w
60
~
>-
55
'"
ct
z
W
50
1\
iL
!2:
45
li
W
40
1\
I~
a.
W
35
30
25
20
15
"
10
\
5
0
100
10
. 1
0.1
0.Q1
0.001
GRAIN SIZE IN MILLIMETERS
I COBBLES :
GRAVEL
SAND
I
SILT OR CLAY
coarse
fine
coarse \
medium
I
fine
I
Specimen ID
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA.39 (-33.82' to -35.82' NAVD)
AA.39 (.33.82' to .35.82' NAVD)
0.50 4.84
Specimen ID
Depth
D100
D60
D30
D10
%Gravel
%Sand
%SiIt
I %Clay
•
AA.39 (-33.82' to -35.82' NAVD)
2
0.651
0.21
0.134
0.0
~
~
~
~
N
~
GRAIN SIZE DISTRIBUTION
0
~$.
Rock Engineering & Testing Lab., Inc.
Project:
~
6817 Leopard
St
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
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
8101416203040 5°
60
10°140200
100
1
1
1
1
1
1
:1
1
1
95
90
\
85
\
80
75
70
l-
65
I
g? 60
."
>-
~
55
~
'"
«
~
u:
UJ
z
50
I-
UJ
z
45
~
40
UJ
a.
35
30
25
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
I
fine
coarse
I
medium
I
fine
Specimen 10
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA.39 1-35.S2' to -37.82' NAVD)
AA.39 (.35.82'
to
.37.82'
NAVD)
0.79 3.30
Specimen 10
Depth
0100
060
D30
D10
%Gravel
%Sand
%Silt
%Clay
•
AA.39 1-35.82' to -37.82' NAVD)
2
0.326
0.16
0.099
0,0
GRAIN SIZE DISTRIBUTION
~$.
Rock Engineering & Testing Lab., Inc.
Galveston Anchorage Area C Sand Source Inv.
6817
Leopard St.
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
6
4 3
2 1.5
1
3/4
1/23/8
3
100
I
I
I
95
90
85
80
75
70
f-
65
:r:
:;:
w
~
60
>- 55
'"
t<
u:
z
W 50
f-
W
z
45
~
40
W
D-
35
30
25
20
15
10
5
0
100
10
COBBLES
GRAVEL
•
~
~
~
"
u
z.
~
m
~
w
"
a
~
I
u
z
~
~
~
coarse
Specimen 10
Depth
AA-39
(-37.82'
to
-39.82' NAVD)
Specimen 10
Depth
AA-39
(-37.82'
to
-39.82' NAVD)
fine
0100
2
U.S. SIEVE NUMBERS
I
HYDROMETER
6
81°1416203040
50 eo
10°140200
I
I
I
I
I
"\
\
:
.1'--
...
;
;
•
•
:
•
:
•
•
~
. 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