LOG OF
BO!~ING AA.~?
. SHEET 1 of 1
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Rock Engineering & Testing Lab., Inc.
6817 Leopard 51.
Corpus Christi, TX 78409
Telephone: (361) 883-4555
Fax: (361) 883-4711
FIELD DATA
LABORATORY DATA
5
10
15
20
25
30
35
88
8-1
88
8-2
88
8-3
88
8-4
88
8-5
88
8-6
N= 2
N=
6
1-----.
N= 13
N=
0
1-----
N=
0
1-----.
N=
1
N= 7
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cz
ZU)
Wc
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4
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.- --+--1---
. ___ .--1-- __
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13
CLIENT:
HDR Engineering, Inc.
PROJECT:
Galveston Anchorage Area C Sand Source Inv.
LOCATION: ,Anchorage Area C, Galveston, Texas
NUMBER: G109233
DATE(S) DRILLED: 10115/09 -
10/15109
DRILLING METHOD(S):
Hollow Stem Auger
GROUNDWATER INFORMATION:
SURFACE ELEVATION: -23.62' NAVD
DESCRIPTION OF STRATUM
.Y
,
SAND
with shell
, dark gray,
very loose.
Same as above, loose.
SILTY
=.~
.
SAND.
with sh81lfragments;-dark
gray;- - - - --
medium.
Same as above, loose.
~.:
... '
z. .
in'
m
~
w
G
88
8-7
1I-----t--t--t--t--r--t---t--tEB~onr~in~~.w~as~'~~AL~~II,u~~ul~roamn~VEill~,o~f~-~"1.,.&TEo-Te~e[:N~AVTID'dUrdUrmiina-1g
the drilling operations.
a
~
I
u
Z
~
M
M
~
r- N - STANDARD PENETRATION TEST RESISTANCE
~'
P - POCKET PENETROMETER RESISTANCE
g' T - POCKET TORVANE SHEAR STRENGTH
REMARKS:
Boring depth and location was determined by HDR Engineering, Inc. Boring operations
were performed
by
REfL at GPS Coord. N. 29.34890 W. 94.76881.
. Geotechnical Engineering
. Construction Materials Testing
PROJECT NAME: Galveston Anchorage Area C Sand Source Investigation
CLIENT: HDR Engineering,
Inc.
BORING ID.: AA-32
DESCRIPTION: Anchorage Area C Borrow Source Area
I
PERCENT SHELL BY WEIGHT (BASED ON #10 SIEVE)
-25.62' to
-29.62' to
-31.62' to
-33.62' to
-35.62' to
-27.62' NAVD -31.62' NAVD
-33.62' NA
Vl)
-35.62' NA VD -37.62' NA VD
25.13
2.10
3.25
3.60
2.50
';'0 FINER BY WEIGHT AFTER REMOVING SHELL
ASTM
-25.62' to
-29.62' to
-31.62' to
-33.62' to
-35.62' to
MESH
-27.62' NAVD -31.62' NA VD -33.62' NA VD -35.62' NAVD -37.62' NAVD
#10
100.00
100.00
100.00
100.00
100.00
#18
51.20
96.20
92.50
91.60
94.80
#35
30.20
94.70
88.20
85.50
91.80
#60
18.20
93.20
84.30
80.10
89.10
#70
14.80
91.40
81.70
77.50
87.10
#100
8.40
55.20
63.30
49.80
47.00
#120
5.90
32.20
35.20
32.40
27.40
#170
4.10
20.80
14.20
18.60
15.60
#200
3.60
17.30
10.90
15.50
12.70
STATISTICS (EXCLUDING SHELL)
MEDIAN GRAIN
0.95
0.15
0.15
0.16
0.16
SIZE (mm)
MEAN GRAIN SIZE
0.59
N/A
(mm)
0.15
0.18
0.14
SORTING (<1)
1.0 I
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
4
6
81014162030405060100140200
100
I
I
I
.1
I
I
.1
I
I
95
•
90
•
85
-
80
75
.
70
1\
.
\
65
-
I
>-
\
~
60
~
>- 55
CJl
'"
LU
50
- _.
•
u:
z
>-
z
45
LU
ii
40
LU
Q.
35
30
1\
-
25
\
-
15
20
\
10
\
5
•
\
•
0
100
10
. 1
0.1
0.01
0.001
GRAIN SIZE IN MILLIMETERS
I
COBBLES I
GRAVEL
SAND
SILT OR CLAY
coarse
1
fine
j coarse
medium
1
fine
Specimen ID
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA-32
(-25.62'
to
-27.62' NAVD)
AA-32 (-25,62' to -27.62' NAVO)
1.16 7.97
~
Specimen 10
Depth
D100
D60
D30
D10
%Gravel %Sand
%Silt
%Clay
•
AA-32
(-25.62'
to
-2762 NAVDj
2
1_294
0.494
0.162
0.0
GRAIN SIZE DISTRIBUTION
~
•.
Rock Engineering & Testing Lab., Inc.
Galveston Anchorage AreaC 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
~
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o
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~
00
w
"
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<
o
o
I
<
M
Z
M
m
N
0
"
w
~
w
z
~
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w
~
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
14
16
20
30 40 50 60
10°140200
100
I
I
I
I
I
N
I
I
95
'1-
r-.
90
85
80
•
75
70
f--
65
I
S2 60
~
>-
55
"'
[(
z
UJ 50
u:
f--
z
45
6!
UJ
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
I
SILTOR CLAY
coarse
fine
coarse
medium
I
fine
I
Specimen ID
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA-32 (-29.62'to-JI.62'NAVO)'
AA-32 (-29.62' to -31,62' NAVD)
Specimen
ID
Depth
D100
D60
D30
D10
%Gravel %Sand
%Silt
%Clay
•
AA-32
(-29.62' to -31.62' NAVO)
2
0,156
0,117
0,0
--'--
GRAIN SIZE DISTRIBUTION
~
•.
Rock Engineering & Testing Lab., Inc.
6817
Leopa rd st.
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 1/23/8
3
6
810 14
16
20 30 40 50
60
100140200
100
I
I
I
I
I
I 'I
I
I
95
r----
'"
90
~-----
B5
BO
-
i\
75
70
I-
65
,
I
,
Q
60
~
,
>-
55
"
'"
u:
z
UJ
50
Ii!
I-
z
UJ
40
45
UJ
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
SILT
OR CLAY
coarse
fine
coarse
medium
I
fine
Specimen ID
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA-32
(-31.62' to -33.62' NAVD)
AA-32 (-31,62'
to
'-33,62' NAVO)
1,27 2,07
Specimen ID
Depth
D100
D60
D30
D10
%Gravel
%Sand
%Silt
%Clay
•
AA-32
(-31.62'
to
-33.62' NAVO)
2
0.146
0,115
0.0
?
GRAIN SIZE DISTRIBUTION
~$.
Rock Engineering & Testing Lab., Inc.
Galveston Anchorage Area C Sand Source Inv.
6B17 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
112
3/8
3
6
8101416203040
50
60
100140200
100
I
I
I
I'
I
I I
I
I
95
'"
90
85
80
.'"
j
75
-
•
70
•
f- 65
-
I
~
60
>-
co
~
55
•
or
z
UJ 50
u::
f-
UJ
z
45
i;!
40
UJ
Q.
35
30
-
•
25
20
15
10
~
5
a
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 10
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA-32
(-33.62' to -)5.62'
NAVD)
AA-32 (-33.62'
to
-35.62'
NAVD)
m
e
§
~
0
~
ro
:l
~
~
~
~
Specimen 10
Depth
0100
060
030
010
%Gravel %Sand
%Silt
%Clay
~.
AA-32 (-3].62' to -35.62'
NAVD) ,
2
0.169
0.118
0.0
~
ro
~
w
~
~
0
I
U
Z
~
M
M
m
N
GRAIN SIZE DISTRIBUTION
0
"
~
•.
Rock Engineering & Testing Lab., Inc.
N
w
6817 Leopard St.
Project: Galveston Anchorage AreaC SandSource Inv.
~
Corpus Christi, TX 78409
z
~
"
"
Telephone:
Fax:
(361)
883-4711
(361)
883-4555
Location:
Anchorage
Area
C.
'Galveston.