ALEXANDER ISLAND
BORING SUMMARY SHEET
BORING ID:
13-B13
BORING TYPE:
Borrow Source
DEPTH:
60'
ELEVATION:
26.39'
X (US SURVEY FT):
3225136.04
Y (US SURVEY FT):
13831406.95
DEPTH TO WATER:
2.85'
!.~.
\ie,
\" 1
2.)~1
..........
.~
~
~
.tI
t'
~
l~
\ ;7
13- Br3
I
0+.5
2.,I,-\]/I2..:h
Designated Y (Northing):
Z (Elevation):
12-'0,
13/1
2.~:1
Water Depth (15 min.):
z.,
1uo"",ol
. 1TIN
b
I
Pocket
I
Shear
Feet
USCS
Interval
M;t~na~
BYOS
~mb
sr Pene.
Strength IDescription (SOIL TYPE, color, moisture, plasticity, consistency, density, inclusions, etc.)
Log
(tt)
0
t~lne
ow
of U es
(t
f)
(t
f)
,
(In)
Counts
s
s
0
~n
0-2
I~
ST
\
~
--
--
)1
I+-\,
S
-l
S'M
~~/)
S'S"
\
~
I
T
7
'I-l-l.
-
-
c;.A
!r. 'w
t.-Jr
V
-,
5
c-tt
I
~
I
1/
I
f-7:1
\4
"..-'
./
">'C/X'LI
'9G!t\<c,
r
O<, M.o:rr,
r\-l,~
p/4.ct
~",,~I'\b ~oJ'"(
10 ---t
I
'
,
' l""
/I ,
)r
"
/.0
-
S.ttfr'
\:.r~,,'~x
l..;;A-+
c)r~~;>k,
)
t~""t':
Miv.04.
~/J; I~
S.wO(S'_
I?>rewJ~
I
",,"Od;- \
\-\-;s
~
r
~jt"J
~c2..,.,t(".
0"c.)
a,r-"'r
;J
15
--I
CJ:.., I'
?,t;;;
11-
~
I~
,
-
"
I
--'
I
,-
(>,Dr,A, • ,. \-.. -
J /-
~
'- \'
I
'
20
C
\+-:~
brG
,,'jf
H'i~
('b/'
)'f,'tf,
Weamer:
Comments: F="..-c.
-= h""
__.. US Army Corps of Engineers, Southwestern Division
i£HM,'il
Galveston District
2QOO Fort Point Road/P.O, Box 1229
Galveston. TX 77553-1229
Alexander Island
Houston
Ship Channel
Baytown, TX
?
IQ,~-=-p)~.stici-iO
v. -=
Ir~""""-
ftRI
Quaternary Resource Investigations,
L.L.c.
Government
&
Industry in Harmony with the Environment
13588 Florida Boulevard, Baton Rouge, Louisiana
70Sl9
DY06
Client: USACE-Galveston District
Feet
35
uses
Log
c\~
ott
Cft/6~
33-1;
3>-31
51
is
)\
2()
(,1-
)2
C)j
20
5T
I~
<:;T
lD
ST
11>
\(!'
\,
\T
\T
h"
IT
, I
0"'0601
Page 2
Pocket
Shear
Pene. . Strength
Description
(SOIL TYPE, color. moisture, plasticity, consistency, density, inclusions, etc.)
(tst)
(tsf)
D
0.)
()
o
:~
()
o,~
SA-A-.
tJ
O.'L
<J
D.2.
r,
0.\
'J
6
0,1$
0
/'"
,-
Alexander Island
Houston
Ship Channel
Baytown, TX
aI'':)1 Quaterna,ry,Resource Investigations,
L.L.c.
~ ~
•
Gove"mn~n.t
&:'lndustry in Harmony
with
the.E.nvironment
. '.
13588 Flonda Boulevard. Baton Rouge, LOUISiana 70819
,--~.
DY06
...
Client: USACE-Galveston District
Total depth:'
~o'
()
Feet
40
45
50
55
Sample
Amount
Sample
uses
Material
~
Number
Log
Interval
Obtained
Blow
of Tubes
(ft)
(in)
Counts
5M
5-l(S
\B
5M
US Army Corps of Engineers, Southwestern Division
Galveston District
2000 Fort Point Road/P.O. Box 1229
Galveston. TX 77553-1229
'.
Boring:, •
13 '3
Page 3
Date/Time Drilling Ended:
("2.t;z
.f"J,
(2. 35"""
Pocket
Shear
Pene.
(tsf)
Strength
Description
(SOIL TYPE, color, mOisture, plasticity, consistency, density, inclusions, etc.)
(tst)
5fi,A.
Alexander Island
Houston
Ship Channel
Baytown, TX
<tIll
Quaternary Resource Investigations,
L. L.
C.
Government
&
Industry in Harmony with the Environment
13588 Florida Boulevard, Baton Rouge, Louisiana 70819
DY06
24
14
24
27
29
29
57
24
71
81
66
69
17
60
76
81
38
95
108
95
98
17
18
42
49
25
26
38
73
45
76
73
72
73
74
54
58
0.3
0.3
0.3
0.2
0.2
0.1
-
-
-
1.0
-
-
0
0
0
0
0
0
16
0
7
0
11
14
0
12
0
14
15
0
13
19
18
20
12
20
ST
NR
SS
NR
SS
ST
NR
SS
NR
SS
ST
NR
SS
ST
ST
ST
ST
ST
4-2-2
(4)
1-1-1
(2)
1-2-2
(4)
1-1-1
(2)
0-1-1
(2)
Silty SAND; fine to coarse grained, light
grayish brown to light gray, moist, loose
wet
CLAY; dark gray, moist, high plasticity,
woody debris common
Silty CLAY; dark gray, moist, high plasticity,
woody debris common
color turning light orangish brown, mixed
with gray silty SAND, fine to coarse grained,
sand increasing with depth
light gray, moist, very loose, fine grained
fine grained, wet, light gray, very loose
alternating clayey sand and clay; SAND-fine
grained, light gray, moist, very loose;
CLAY-gray, moist, high plasticity, stiff
CLAY; gray to dark gray, moist, high
plasticity, very soft, to stiff, with some sand -
fine to coarse grained, gray, wet, loose.
very soft
black
orangish brown laminations common
light gray laminations common; gray to dark
gray
moist to wet; black
SM
CH
CL
CH
0.42
0.22
0.13
5
3
5
0
0
14
DRILLING CONTRACTOR
QRI
LOGGED BY
Eddie Ficker
GROUND ELEVATION
26.3881 ft
NORTHING
13831407 ft
WEATHER
sunny to overcast, low 40s, breezy to calm
GROUND WATER LEVEL
HOLE SIZE
8.25 inches
EASTING
3225136 ft
DRILLING METHOD
Hollow Stem Auger
DRILLING RIG MAKE/MODEL
Mobile B57 on Gemco Articulated Platform
TOTAL DEPTH
60 ft
DATE STARTED
12/10/2013 12:38:00 PM
COMPLETED
12/12/2013 12:30:00 PM
AT TIME OF DRILLING
3.50 ft / Elev 22.89 ft
24 HOURS AFTER DRILLING
2.85 ft / Elev 23.54 ft
(Continued Next Page)
PLASTIC
LIMIT
PLASTICITY
INDEX
MINUS #200 SIEVE
CONTENT (%)
LIQUID
LIMIT
ATTERBERG
LIMITS
MOISTURE
CONTENT (%)
DRY UNIT WT.
(pcf)
FIELD TORVANE
(tsf)
POCKET PEN.
(tsf)
RECOVERY
(in)
SAMPLE TYPE
DEPTH
(ft)
0
5
10
15
20
25
30
35
SPT BLOW
COUNTS
(N VALUE)
GRAPHIC
LOG
MATERIAL DESCRIPTION
USCS SYMBOL
COMPRESSIVE
STRENGTH (tsf)
FAILURE
STRAIN (%)
CONFINING
PRESSURE (psi)
PAGE 1 OF 2
BORING NUMBER 13-B13
CLIENT
USACE-Galveston District
PROJECT NUMBER
W912HY-13-D-0001-DY06
PROJECT NAME
Alexander Island
PROJECT LOCATION
Alexander Island, Baytown, TX
COPY OF PEGGY LAKE GEOTECH BH - PEGGY LAKE TEMPLATE.GDT - 4/4/14 15:03 - F:\QRI DATA\TECHNICAL\JOBS (CURRENT)\ACE - GALVESTON\2012-12-20 GEOTECHNICAL CONTRACT\TASK ORDER DY06 2013-09-10 ALEXANDER ISLAND\DELIVERABLES\ALEXANDE
Quaternary Resource Investigations, LLC
13588 Florida Boulevard
Baton Rouge, LA 70820
Telephone: 225-292-1400
Fax: 225-292-1404
79 107 33 74
28
27
27
21
23
24
0
0.15
54
0.25/-
-
-
-
-
-
16
20
10
0
18
0
18
0
18
0
18
ST
ST
SS
NR
SS
NR
SS
NR
SS
NR
SS
0-4
0-0-1
(1)
0-1-2
(3)
2-2-2
(4)
1-1-2
(3)
CLAY; gray to dark gray, moist, high
plasticity, very soft, to stiff, with some sand -
fine to coarse grained, gray, wet, loose.
(continued)
dark gray to black
brown, contains lots of roots and woody
debris, becoming sandy [top soil (CL/SC)]
Very silty clayey SAND; fine to medium
grained, light gray, moist, loose, roots
common
gray, wet
Very silty SAND; fine to medium grained,
gray, wet, slightly clayey, very loose
occasional shell fragments
fine to coarse grained
Very silty SAND; fine to medium grained,
gray, wet, with occasional shell fragments,
with common gray silty CLAY laminations
Bottom of borehole at 60.0 feet.
CH
SC-
SM
SM
SC-
SM
0.16 5
0
PLASTIC
LIMIT
PLASTICITY
INDEX
MINUS #200 SIEVE
CONTENT (%)
LIQUID
LIMIT
ATTERBERG
LIMITS
MOISTURE
CONTENT (%)
DRY UNIT WT.
(pcf)
FIELD TORVANE
(tsf)
POCKET PEN.
(tsf)
RECOVERY
(in)
SAMPLE TYPE
DEPTH
(ft)
35
40
45
50
55
60
SPT BLOW
COUNTS
(N VALUE)
GRAPHIC
LOG
MATERIAL DESCRIPTION
USCS SYMBOL
COMPRESSIVE
STRENGTH (tsf)
FAILURE
STRAIN (%)
CONFINING
PRESSURE (psi)
PAGE 2 OF 2
BORING NUMBER 13-B13
CLIENT
USACE-Galveston District
PROJECT NUMBER
W912HY-13-D-0001-DY06
PROJECT NAME
Alexander Island
PROJECT LOCATION
Alexander Island, Baytown, TX
COPY OF PEGGY LAKE GEOTECH BH - PEGGY LAKE TEMPLATE.GDT - 4/4/14 15:03 - F:\QRI DATA\TECHNICAL\JOBS (CURRENT)\ACE - GALVESTON\2012-12-20 GEOTECHNICAL CONTRACT\TASK ORDER DY06 2013-09-10 ALEXANDER ISLAND\DELIVERABLES\ALEXANDE
Quaternary Resource Investigations, LLC
13588 Florida Boulevard
Baton Rouge, LA 70820
Telephone: 225-292-1400
Fax: 225-292-1404
3/8 4 10 40 100 200 gravel sand silt clay
sieve
200
C Wc γd
C Wcγd
C φ Wc
C φ c̕φ̕Wcγd
ft
tsf tsf bl/ft % % % % % % % % % % % % % %
% pcf
ksf
% pcf
ksf
% pcf
ksf
º
%
ksf
º
ksf
º
%
pcf
USCS
Symbol
SUMMARY TABLE OF LABORATORY TEST DATA
Unconfined Compression
UU Triaxial Test
CU Triaxial Test
Symbol
Symbol
Symbol
γd
Direct Shear
Symbol
Strenght Tests
Wc
Atterberg Limits
PP
% by weight passing sieve
Client: QRI
Terracon Project # : 92135456
Grain Size Analysis
SPTn
Project Name: Alexander Island
Boring
Depth
LL
PL
PI
Field Tests
TV
0-2
-
17
2-3.5
3.5-5
0.5
3
26
5-7
1.25
15
7-9
0
0.25
26
9-11
-
19
11-13.5
13.5-15
0
0.2
3
49
16
33
100
95
81
0
19
81
CL
35
15-17
-
32
17-19
18-20
0.5
109
29
80
100
99
94
0
6
94
CH
45
73
0.51
45
73
CH**
20-22
0.5
61
22-24
0
0.35
81
35
46
CH*
66
61
0.48
66
61
CH**
24-26
0
0.35
49
26-28
0.5
58
28-30
0
0.35
51
69
0.45
51
69
CH**
0-2
-
94
93
90
48
12
7
81
12
SP-SC*
14
2-3.5
3.5-5
-
19
20
5-8.5
8.5-10
-
8
7
10-12
-/0
-/0
1
12-13.5
13.5-15
0
0.25
2
82
0-2
-
17
2-3.5
3.5-5
-
4
100
100
95
17
0
83
17
SM*
18
5-8.5
8.5-10
-
2
81
24
57
CH*
42
10-12
1.0
38
