ALEXANDER ISLAND
BORING SUMMARY SHEET
BORING ID:
13-B01
BORING TYPE:
Borrow Source
DEPTH:
15'
ELEVATION:
26.07'
X (US SURVEY FT):
3224839.86
Y (US SURVEY FT):
13829574.96
DEPTH TO WATER:
2.75'
Client:
USACE-Galveston District
Boring:
/Z-f<
0
J
.&.
e
/Q~
I
........-
..........-.....-......................-..---........- ..---...........----................-..-.-.........--.....--...--...1....-.-...--.......--.......-...--.-................-.-...-........-.--.....- ....--.-..-.--........-
.....-...
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.._
.._."d.....___....__........_ .._ ..._....._._.....___
....-.-_..---.......-..
..----...-
.......- -..
--J-.-.-....--...-.---...-...-----.--.--..--
Date/Time Drilling Begun:
/1.,(1.,1
1~c>D
DatelTimeDrillingEnded:
11...\;,'3
1142..0
-
Driller: :;
a Jc>
II
;\hr..,.J
Logger:
f::cld,'e
K,f:'..r
Designated X (Easting):
~2LY8L/
()
Drill Rig:
/1
1
(
..)~('(~-
/]5'1
Designated Y (Northing):
138Z'1S7S
Z (Elevation):
Total
depth:
ISD
Initial Water Encounter (Depth, date/time): :5.1-.(+-
I
l.
11. \3/13 Z"1-
Water Depth (15 min.):
Z
.'7'S
,
Feet
0
-
-
-_
...
4,""-
5-
-
_.-
-
-
10 ----.-
-
._
..
_.
.-
~
15
...
_
..
_
......
-
-
_
..
-
-
20
Sample
Amount
Sample
USCS
Material
Type
Number
Log
Interval
Obtained
Blow
of Tubes
(ft)
(in)
Counts
C)-1
0-2
q
51'
\1""
tH
2-4
/'2.
5,
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4-6
IL!
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1-----
US Army Corps of Engineers. Southwestern Division
Galveston District
2000 Fort Point Road/P.O. Box 1229
Galveston, TX 77553-1229
Pocket
Shear
Pene.
Strength
Description (SOIL TYPE. color. moisture. plasticity, consistency, density. inclusions, etc.)
(tsf)
(tsf)
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(",lwI>1\
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t ..
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h
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(f-c)
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Alexander Island
.
Hogston Ship Channel
Quatermuy Resource Investigations,
L.L.c.
Government
&
fnduslIY in Harmony with the Environment
TX
13588 Florida Boulevard, Baton Rouge, Louisiana 70819
B=bag, T=tube
16 27
11
52
22 43
23
23
28
33
1.0
2.0-2.5
-
-
-
-
9
12
14
0
2
0
11
ST
ST
ST
NR
SS
NR
SS
0-0-0
(0)
1-2-2
(4)
SAND; fine to coarse grained, very light
yellow-orange, moist, no plasticity
Sandy CLAY; light yellow-orange, moist,
medium stiff to stiff; clay mixed with fine to
coarse grained SAND, light yellow orange
stiff to very stiff
Clayey SAND; fine to coarse grained, light
gray, wet, very loose
Sandy CLAY; fine to coarse grained, light
gray, wet, very loose
very silty, fine to medium grained sand
slightly clayey
Bottom of borehole at 15.0 feet.
SW
CL
SP-
SC
CL
DRILLING CONTRACTOR
QRI
LOGGED BY
Eddie Ficker
GROUND ELEVATION
26.0681 ft
NORTHING
13829575 ft
WEATHER
sunny, 65, calm
GROUND WATER LEVEL
HOLE SIZE
8.25 inches
EASTING
3224840 ft
DRILLING METHOD
Hollow Stem Auger
DRILLING RIG MAKE/MODEL
Mobile B57 on Gemco Articulated Platform
TOTAL DEPTH
15 ft
DATE STARTED
12/17/2013 1:00:00 PM
COMPLETED
12/17/2013 2:20:00 PM
AT TIME OF DRILLING
3.70 ft / Elev 22.37 ft
24 HOURS AFTER DRILLING
2.75 ft / Elev 23.32 ft
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
SPT BLOW
COUNTS
(N VALUE)
GRAPHIC
LOG
MATERIAL DESCRIPTION
USCS SYMBOL
COMPRESSIVE
STRENGTH (tsf)
FAILURE
STRAIN (%)
CONFINING
PRESSURE (psi)
PAGE 1 OF 1
BORING NUMBER 13-B01
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 15:02 - 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
0-2
1.0
43
16
27
CL*
22
2-4
2.0-2.5
23
4-6
-
100
97
11
0
89
11
SP-SC*
23
5-8.5
8.5-10
-
0
100
100
52
0
48
52
CL*
28
10-13.5
-
13.5-15
-
4
33
0-2
1.0-2.0
44
14
30
CL*
20
2-4
-
34
12
22
99
98
98
89
49
2
49
49
SC
19
4-5
0.5-2
32
11
21
100
100
99
93
67
0
33
67
CL
21
5-7
1.0-2.0
7-9
-
100
100
100
88
61
0
39
61
CH*
33
9-10
0
0.25
78
10-12
0
0.35
12-14
0.5
0.5
14-15.5
-
8
24
0-2
1.25
47
16
31
CL*
15
104
0.40
15
104
CL**
2-3.5
-
99
98
95
79
47
2
51
47
SC*
17
4-5
-
7
100
98
95
77
47
2
51
47
SC*
22
5-8.5
8.5-10
-
4
74
24
50
CH*
54
10-12
0/0.75
0.2/-
74
55
0.24
74
55
CH**
12-14
1.5
19
12
7
CL-ML*
16
14-15.5
0-0.75
12
27
0-2
-
13
2-3.5
3.5-5
-
3
100
96
89
63
36
4
60
36
SM*
30
5-8.5
8.5-10
-
15
20
10-12
13.5-15
-
1
23
0-2
-
29
13
16
100
99
99
94
80
1
19
80
CL
30
2-4
-
16
4-5.5
8
20
5.5-8.5
8.5-10
3
26
10-12
13.5-15
14
28
0-2
-
100
98
59
16
0
84
16
SC*
9
2-3.5
3.5-5
-
4
18
5-8.5
8.5-10
-
5
25
10-12
13.5-15
-
13
41
0-2
-
100
98
86
69
0
31
29
40
69
CH*
25
2-3.5
