ALEXANDER ISLAND
BORING SUMMARY SHEET
BORING ID:
13-B02
BORING TYPE:
Borrow Source
DEPTH:
15'
ELEVATION:
27.56'
X (US SURVEY FT):
3224468.96
Y (US SURVEY FT):
13829647.11
DEPTH TO WATER:
5.95'
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Client:
USACE-Galveston District
Boring:
[3 -
B02...
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'it:
/~fl
DatelTime Drilling Begun:
12 .li.
13/ '1'-iS
DatelTime Drilling Ended:
\<-.Ii.
I} /I?f::;.)
Driller:
5. NeW
Logger:
E.
;:;~ [(~
r'
Designated X (Easting):
J22
'It.;
to';
Drill Rig:
MDb:le.
~Sr
Designated Y (Northing): /Jf 2'1
G.
'it-
Z (Elevation):
Total depth:
/5.5
Initial Water Encounter (Depth, date/time):
5":,5
/
2JlIJ~
0'1.3
Water Depth (15 min,):
S95
Feet
0
-
-
-
-
5-
-
-
q
(
~
-
10-
-
-
f.'
_
;& -
-
15---
-
-
..
-
-
20
Amount
Sample
USCS
Sample
~
Number
Interval
Material
Log
Obtained
Blow
of Tubes
(ft)
(in)
Counts
C
tf
0-2
5'
S-r
I
5C,
2-4
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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
(tsf)
(tst)
/,0
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Description (SOIL TYPE, color, mOisture, plasticity, consistency, density, inclusions, etc.)
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;y,
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Alexander Island
Houston Ship Channel
Baytown, TX
Quaternary Resource Investigations. L.L.C
.~.
.
Government
&
lndustlY in Harmony with the Envirort1nent
13588 Florida Boulevard, Baton Rouge, Louisiana 70819
."
B=bag, T=tube
14
12
11
30
22
21
49
67
61
44
34
32
20
19
21
33
78
24
0.25
0.35
0.5
1.0-2.0
-
0.5-2
1.0-2.0
-
0
0
0.5
-
5
16
9
12
19
12
19
18
13
ST
ST
SS
ST
ST
SS
ST
ST
SS
2-2
0-1
2-5-3
(8)
Sandy CLAY; reddish brown, moist, high
plasticity, medium stiff to stiff, with fine to
coarse sand and abundant shells
Very clayey SAND; fine to coarse grained,
light gray, loose
Sandy CLAY; light gray, moist to wet, high
plasticity, mixed with fine to coarse grained
SAND, light gray
light gray to reddish brown clay
CLAY; fine to coarse grained, light gray,
wet, loose, with reddish brown clay
black to dark gray, moist, high plasticity,
very soft to soft, trace of fine sand
dark grayish brown, with carbonaceous
debris, roots common
Silty SAND; fine to coarse grained, light
brownish gray, moist, very loose
Bottom of borehole at 15.5 feet.
CL
SC
CL
CH
SM
DRILLING CONTRACTOR
QRI
LOGGED BY
Eddie Ficker
GROUND ELEVATION
27.5597 ft
NORTHING
13829647 ft
WEATHER
sunny, 55, calm
GROUND WATER LEVEL
HOLE SIZE
8.25 inches
EASTING
3224469 ft
DRILLING METHOD
Hollow Stem Auger
DRILLING RIG MAKE/MODEL
Mobile B57 on Gemco Articulated Platform
TOTAL DEPTH
15.5 ft
DATE STARTED
12/17/2013 9:45:00 AM
COMPLETED
12/17/2013 12:05:00 PM
AT TIME OF DRILLING
5.95 ft / Elev 21.61 ft
24 HOURS AFTER DRILLING
5.95 ft / Elev 21.61 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-B02
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
