N: 13699198..4-
E: 3310867.3
LOCATIONS OF SOIL BORINGS
DISIGNATION
NORTHING
EASTING
AA-31
13698574
3316178
AA-32
13698778
3316085
M-33
13699244
3316297
M-34
13699156
3316692
M-35
13699595
3316661
M-36
13700379
3316989
M-37
13699288
3315613
M-38
13699316
3314867
M-39
13699731
3315371
AA-4(J
13700296
3315711
M-41
13700196
3314956
M-42
13700944
3314910
AA-43
13700178
3314070
M 44
13700672
3313951
M-45
13701278
.331.3502
13701529.1
: 3313675.0
•
JEllY
8RFTD 92-10 N: 13700951.9
(
•
E: 332485t8
~~
J-
,--
r
~-
N: 1370!074.5
E: 3328266.9
'--- ---'
/(/-~~
~-
~
56-
--- ---
.-l-
_.----~
_~--
__ -
./'_
~
.. __ --
~~
_...,.--'"
--
__
-
_-J"----___ --
-
__-413
1
,...- ./'"
-
-
-
-
-
--
r-..,-__
~---'
(5S'I-Ba-' _,,:>,,--- .-/ ___ --.........
.,/'
3~T?!O","""-1<
<
@
r
r
/
~@
ANGjjORAGE-,>.REA"
(
~
_
(
C~
S
J)
<...
'-..
_
.):
"- :SST-59
l
./
-
-
-
,__
..&.'
\
hl.
N: J.3W8714.5
3ST-85.-"
~
3S;;;Or(
vu
\ '"
....)
I /
--'
/E'
"
3333228.1
-- -:.
@
1
/
,r~--
./
<
/
)
I
r)
".//"':;---
48----../ -_./
,,/ /' - - -.....:--
~
--./
J
--/ - -
20+000
J..
23+000
./ /' __ .,/::: _ --
+000
16+000
.+
~
-
---t-
OU1C:R
B.1R cHAi:r'-
16+000
17
_
-1-
l
l
\
NfL -
14+000
1
--+- - -'-
l..
-- _ -'.- _
".000
-1-
J
_---;-1,-
*--------
9+000'-._
~;,O+,ot-~~\--+-,N~;~;E~
_.-1i-(-------
((
I 'I
;
-=--1
\ _------- \) I
\ I
\
1\
------
-
--
-::...
~---
--
---
---
/
/
/
NOTES:
I
(
I
I
I
{;;'
/
/
I
/
/
I
/
/
~
1.
NORTHINGS AND EASTINGS ARE: STATE PLANE GRID, NAD'S.3, TEXAS
SOUTH CENTRAL ZONE IN U.S. FEET. GEOGRAPHIC COORDINATES
(LAT/LONG) ARE IN NAD'S3.
2.
ELEVATION CONTOURS ARE IN NAVO'SS DAruM.
--
3.
ElEVATIDN CONTOURS BASED ON INFORMATION PROVIDED BY THE U.S.
ARMY CORPS OF ENGINEERS, GAlVESTON DISTRICT. SURVEY DA1E WAS
JUNE 2009. ELEVATIONS WERE CONVERTED FROM USACE MLT TO NAVD
'S8 USING THE FOLLOWING CORRELATION:
o
NAVD '88 -
1.42' MLT.
4.
V18RACORES WERE PERFORMED
BY
ROCK ENGINEERING AND TESTING
LABORATORY, INC (Rffi) AND OCEAN SURVEYS, INC DURING MARCH
2009.
5.
SOIL 80RINGS WERE PERFORMED 8Y RETL DURING OCT08ER 2009.
LEGEND:
@
HISTORICAL BORING LOCATIONS FROM USACE
(1966)
@
Vl8RACORE LOCATIONS (SEE NOTE 4)
•
Vl8RACORE LOCATlON FROM RICE UNNERSITY
()
BORING LOCATIONS (SEEr NOTE 5)
--
--
--
--
--
80LIVAR ROAOS
BORING LOCATION
SCALE
000'
1600'
1
1
TEXAS GENERAL LAND OFFICE
ANCHORAGE AREA C
SAND SOURCE INVESTIGATION
JEllY
BORING LOCATION
PLAN
-
GALVESTON ANCHORAGE AREA
DATE
11/30/09
FIGURE
EX A
. Geotechnical Engineering
. Constrllction Materials Testing
PROJECT NAME: Galveston Anchorage Area C Sand Source Investigation
CLIENT:
HDR Engineering, Inc.
BORING ID.: 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' NAVD
NAVD
31.10
7.55
10.36
ASTM
% FINER BY WEIGHT AFTER REMOVING SHELL
MESH
-27.82' to -29.82'
-31.82' to-33.82' NAVD
-33.82'
to -35.82' NAVD
NAVD
#10
100.00
100.00
100.00
#18
47.10
81.10
73.40
#35
32.59
65.30
51.80
#60
25.13
45.60
38.60
#70
21.29
35.80
30.10
#100
11.50
19.10
13.40
#120
7.70
14.60
7.60
#170
5.30
11.60
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 (,,)
1.15
NIA
1.29
'The -#10 material was utilized as the total sample for Grain Size Distribution Curve calculations.
I
PROJECT NAME:
CLIENT:
BORING ID.:
DESCRIPTION:
I
ASTM
MESH
#10
#18
#35
#60
#70
#100
#120
#170
#200
MEDIAN GRAIN
SIZE (mm)
MEAN GRAIN SIZE
(mm)
SORTING
(<I)
.
Geotechnical Engineering
. Construction Materials Testing
Galveston Anchnrage 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' NAVD
-37.82' to -39.82' NAVD
-39.82' to -41.82' NAVD
7.93
6.09
0.62
%
FINER BY
W~:IGHT
AFTER REMOVING SHELL
-35.82' to -37.82'
NAVD
-37.82' to -39.82' NAVD
-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
3f4
112
3f8
3
4
6
810
14
16
20 30 40 50
60
100
140
200
100
I
I
I
, I
I
I
~
I
I
95
90
-
-
85
80
75
-
70
>--
65
-
\
I
~
60
>-
~
55
\
'"
~
50
\
u:
~
45
i
ill
6! 40
~
ill
"-
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
I
SILTORCLAY
coarse
fine
coarse
medium
J
fine
I
Specimen ID
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA-39
27.8'
AA-39 (-27.8' to -29.8' NAVD)
0.74
10.84
Specimen
ID
Depth
D100
D60
D30
D10
%Gravel
%Sand
%Silt
%Clay
•
AA-39
27.8'
2
1.507
0.393
0.139
0.0
---
GRAIN SIZE DISTRIBUTION
~$.
Rock Engineering & Testing Lab., Inc.
6817 Leopard St.
Project:
Prop. Anchorage Area
"C" Sand Source Inv.
Corpus Christi. TX 78409
Telephone: (361) 883-4555
Location: Galveston Island, 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
3f4 1/2
3fS
3
6
S10 141620 30 40 50
60
10°140
200
100
I
I
I
"
I
I
?
I
I
,
95
90
\
,
85
,
"-
80
75
70
>- 65
:r:
Q
60
~
55
1\
-
"
~
50
-
ill
>-
z
u:
45
~
~
40
,
ill
"-
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
I
SILTORCLAY
coarse
!
fine
coarse
medium
I
fine
I
Specimen ID
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA-39
31.8'
AA-39 (-31.8' to -33.8' NAVD)
1.29
6.42
-
~
~
~
Specimen ID
Depth
D100
060
D30
D10
%Gravel %Sand
%Silt
%Clay
o.
~
AA-39
31.8'
2
0.415
0.186
0.0
w
~
0
~
u
z
~
~
~
§
GRAIN SIZE DISTRIBUTION
~
~
•.
Rock Engineering & lesting Lab., Inc.
w
6817 Leopard St.
Project:
Prop. Anchorage Area
"C" Sand Source Inv.
w
~
Corpus Christi, TX 78409
~
Telephone: (361) 883-4555
Location: Galveston Island. Texas
Fax: (361) 883-4711
~
Number: G109233
~
w
u.s. SIEVE OPENING IN INCHES
I
U.S. SIEVE NUMBERS
I
HYDROMETER
6
4 3
2 1.5
1 3/4
1123/S 3
•
8
10
14
16
20 30 40 50
60
100
140
200
100
I
I
I
I
I
I
~
I
I
95
:
90
:
1\
:
86
\
--
80
:
76
70
--
I- 66
I
£!
60
fa
~
55
-
'"
~
50
:
Ii:
\
I- 46
Z
UJ
1\
~
40
I~
UJ
a.
36
--
-
30
:
26
20
'\
:
15
•
\
,
10
:
•
~
.
5
a
:
100
10
. 1
0.1
0.01
0.001
GRAIN SIZE
IN MILLIMETERS
I
COBBLES
:
GRAVEL
I
SAND
I
SILT OR CLAY
coarse
fine
Icoarse I
medium
I
fine
I
Specimen ID
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA-39
33.8'
AA-39 (-33.8' to -35.8' NAYD)
0.50
4.84
-
Specimen ID
Depth
Di00
D60
D30
D10
%Gravel %Sand
%Silt
%Clay
•
AA-39
33.8'
2
0.651
0.21
0.134
0.0
-
GRAIN SIZE DISTRIBUTION
~
•.
Rock Engineering & Testing Lab., Inc.
6817 Leopard st.
Project: Prop. Anchorage Area "C" Sand Source Inv.
Corpus Christi, TX 78409
Telephone: (361) 883-4666
Location: Galveston Island, 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
4 6
810141620304050 60 10°'40
200
100
I
I
I
II
I
I
1
I
I
95
:
90
\
-
85
80
\
:
75
70
I-
65
~
--
J:
\,
Q 60
>-
~
55
•
~
!Xl
~
~
50
:
II
~
45
:
UJ
~
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
SAND
I
SILTORCLAY
coarse
fine
coarse
I
medium
I
fjne
I
Specimen 10
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA-39
35.7'
AA-39 (-35.8'
to -37.8' NAVD)
0.79
3.30
Specimen 10
Depth
0100
060
030
010
%Gravel %Sand
%Silt
I %Clay
•
AA-39
35.7'
2
0.326
0.16
0.099
0.0
I
'I~
: I'"'"",-""
".-""'~
GRAIN SIZE DISTRIBUTION
6817 leopard st.
Project:
Prop. Anchorage Area "C" Sand Source Inv.
.... t I
... Corpus Christi, TX 78409
Telephone: (361) 8834555
Location: Galveston Island. 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°14162030405°6010°140200
100
I
:
I
,
I'
,
, ?
, ,
I
95
90
"
:
'\
:
85
80
--
-
:
75
70
,'"
'e
j
I-
65
J:
S2 60
-
>-
~
55
"'
0:
~
50
IT:
I-
45
z
OJ
:
~
40
:
OJ
"-
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
SILTOR CLAY
coarse
fine
coarse
medium
I
fine
I
Specimen ID
Depth
Classification
LL
PL
PI
Cc
Cu
•
AA-39
37.8'
AA-39 (-37.8'
to -39.8' NAVO)
1.14 1.85
Specimen
ID
Depth
D100
060
030
D10
'loGravel
%Sand
%Silt
%Clay
•
AA-39
37.8'
2
0.197
0.155
0.107
0.0
GRAIN SIZE DISTRIBUTION
~
•.
Rock Engineering & Testing Lab., Inc.
6817
Leopard st.
Project:
Prop. Anchorage Area "C" Sand Source Inv.
Corpus Christi, TX 78409
•
Telephone:
(361) 883-4555
Location: Galveston Island. 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
4 •
81014162030405°60100140200
100
I
I
I
I
I
~
I
I
95
,
r<
--
90
,
85
80
,
75
-
70
I- 65
:I:
g> 60
>-
~
55
OJ
'"
W 50
z
-
u:
,
I- 45
-
z
w
