LOG OF RORIt./G
A.lL~A
SHEET 1 of 1
CLIENT:
HDR Engineering, Inc.
~
Rock Engineering & Testing Lab., Inc.
6817 Leopard 51.
Corpus Christi, TX 78409
Telephone: (361) 883-4555
Fax: (361) 883-4711
PROJECT: ,Galveston Anchorage Area C Sand Source Inv.
LOCATION: : Anchorage Area C, Galveston, Texas
NUMBER: G109233
DATE(S) DRILLED:
10/15/09
-
10/15/09
FIELD DATA
LABORATORY DATA
DRILLING METHOD(S):
Q
0
z
AI liMIT
>
"
« C
;;-
~
)":t5
f-
[jj
'--
W
b
z
'"
ffi~
w
D
(;j
f-
t:
;;
..,
W
>0
Z
t:
"
'"
~
"-<
'"
f-
o~
0
~
~I;:
0
"
"
:J
@ [
,of
tLLthl-
()
:J
0
~
::>
w
()
()
_::>
N
0
Z
[
__
aoli::~
0
F
F
U)()
ci
.~
W
(J)fQ(J)l-::J
'"
5
U)
U)
z-
~
~
~ ~(J)cnmo
::>
:s
:s
wU)
z
"
>
"
a.
ozzu~
al~go::u
U)
f-
:J
a
a.
a.
o~
~
::>
U)
G1
.:
6
>-::>
z
\~/zo.:~~~
LL
PL
PI
"'0
U)
"
DO.
n
"
Hollow Stem Auger
GROUNDWATER INFORMATION:
SURFACE ELEVATION -29.02' NAVD
n""f'RIPTION OF STRATUM
5
10
15
20
25
5-1
5S
IX
~N~;~W~O;H~j-~--r--t--t-~I---~5-tEQP(OQ(DffiJRLcY~~~I~SA~~IN[D['~Wiithh'dCII~""la~ndlsshheillrellfi,~~~"g""nem,,,fs0o,rl~"'k;-l
gray
and
brown,
veryToOse.
.
_._,
,--'"
55
N; WOH
Same as above.
5-2H------r~--~_t--t_~--_+--~MUrNr~~~~~~~--------------~
5S
'''-WOH
SANDY
(;LAY. dark gray, very soft.
~
1_
56
~~
55
~IN--;~W~O_H--t-~r__t--_t--_r--_t----t__lrssma]mRe~a~sGa~bfio~vre,sdAaNr5k~bwIUmiS,h~g~riayn·~~~~~~~~~~~
~'I
,,_
15
SILTY
CLAYEY
SAND,
with
shell
'8'
"
dark
bluish
gray,
S-5
1"-
1
very loose.
Same as above.
5S
IN;WOH
19
5-6
1t--III-II---t--t---tE~lOrTrioriin
9'~I
..
W
wWaSaass8xi8~attDoaiiiiniflie.Vatic;n,01
011-:2
-41iT
'11
..
M.O-feeettNAI
NAV715D'(jUrj
duriiinQng1
the drilling operations.
t--
!
N - STANDARD PENETRATION TEST RESISTANCE
REMARKS:
Boring depth and location was determined by HDR Engineering, Inc. Boring operations
were performed
by RETl at GPS
Coord.
N. 29.34988 W. 94.76686.
WOH
=
Weight of Hammer
~'
P - POCKET PENETROMETER RESISTANCE
g'
o~
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-34
DESCRIPTION: Anchorage Area C Borrow Source Area
I
PERCENT SHELL BY WEIGHT (BASED ON #10 SIEVE)
-29.02' to
-31.oz'
-33.02' to -35.02'
-37.02' to -39.02'
-39.02' to -41.02'
NAVD
NAVD
NAVD
NAVD
16.52
0.20
1.60
3.20
ASTM
% FINER BY WEIGHT AFTER REMOVING SHELL
-29.02' to -31.02'
-33.02' to -35.02'
-37.02' to -39.02'
-39.02' to -41.02'
MESH
NAVD
NAVD
NAVD
NAVD
#10
100,00
100,00
100.00
100.00
#18
72.60
99.50
98,70
95.40
#35
62,80
99.30
98.50
94.40
#60
50.10
99,00
98.10
93.40
#70
40.30
98,60
97,50
92.30
#100
19.30
89.50
51.70
54.80
#120
10.10
73.70
33.90
35.30
#170
5,80
59.60
19,10
22,80
#200
5.20
56.00
15.40
19,20
STATISTICS (EXCLUDING SHELL)
MEDIAN GRAIN
0,25
N/A
0.14
0,14
SIZE
(mm)
MEAN GRAIN SIZE
0.33
N/A
0.13
N/A
(mm)
SORTING (a)
N/A
N/A
N/A
N/A
*The -#1 0 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
3/4 1/23/8
3
6
81014162030405°60 10°140200
100
I
I
I
II
I II
I
I
95
90
85
-
80
\
\
75
70
f- 65
I
52
60
~
>-
55
-
IY
CD
1\
z
u:
W 50
f-
z
W
45
Ii
40
W
[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
SILT OR CLAY
coarse
fine
coarse
medium
I
fine
I
Specimen ID
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA-34
(-29.02'
to
-31.02' NAVO)
AA-34 (-29.02' to -31.02' NAVD)
0.59
3.46
~
~
0
~
~
~
~
~
~
~
"
o
z.
~
0
~
I
0
Z
~
~
~
rn
N
0
"
w
N
in
z
~
~
"
~
~
Specimen ID
Depth
DiDO
AA-34
(-29.02'
to
.31.02' NAVD)
2
~
•.
Rock Engineering & Testing Lab., Inc.
6817
Leopard St.
Corpus Christi, TX 78409
Telephone:
(361) 883-4555
Fax:
(361) 883.4711
D60
D30
DiD
%Gravel
%Sand
%SiIt
%Clay
0.429
0.177
0.124
0.0
GRAIN SIZE DISTRIBUTION
Project:
Galveston Anchorage Area C Sand Source Inv.
Location:
Anchorage Area C. Galveston, Texas
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 r
1\1
95
90
85
80
75
70
I-
65
I
Q
w
60
~
>- 55
<Xl
cr:
z
W
u:
50
~
45
i.!
W
40
W
D..
35
30
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
I
Specimen ID
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA.34
(-33.02'
to
-35.02' NAVD)
AA.34 (.33.02' to .35.02' NAVO)
e
m
~
>--
0
"
w
5
"
"
"
~
~.
AA.34
Specimen
H3.02'
ID
to
-35.02'
NAVD)
Depth
D100
2
0.089
D60
D30
D10
%Gravel
0.0
%Sand
%Silt
%Clay
w
~
"
~
0
I
U
Z
~
M
M
N
m
~
,
GRAIN SIZE DISTRIBUTION
~
•.
Rock Engineering & Testing Lab., Inc.
w
~
6817
Leopard SI.
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
1 314 112318
3
6
8
10
14
16
20 30 40 50
60
100
140
200
100
T
T
T
T
I'
'iI I
95
90
85
80
75
70
l-
65
I
S2
60
~
10
55
~
'"
50
u:
I-z 45
l1J
~
40
a.
l1J
35
3D
25
20
15
10
5
a
100
10
. 1
0.1
0.01
0.001
GRAIN SIZE IN MILLIMETERS
COBBLES
I
coarse
GRAVEL
fine
coarse
medium
SAND
1
fine
l
I
SILT OR CLAY
I
Specimen ID
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA.34
(-37.02' to -39.02'
NAVD)
AA.34 (.37.02'
to
.39.02' NAVD)
§
Ii
"
~
>ri
S
"
'"
~
~
Specimen ID
Depth
0100
060
030
010
%Gravel %Sand
%Silt
%Clay
~.
AA.34
(-37.02' to -39.02'
NAVD)
2
0.159
0.114
0,0
;a
'"
w
~
~
0
I
"
Z
~
m
m
~
GRAIN SIZE DISTRIBUTION
~
•.
Rock Engineering & Testing Lab" Inc.
Project:
w
~
6817 Leopard SI.
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
1/2
3/8