ALEXANDER ISLAND
BORING SUMMARY SHEET
BORING ID:
13-B03
BORING TYPE:
Borrow Source
DEPTH:
15'
ELEVATION:
27.42'
X (US SURVEY FT):
3224781.02
Y (US SURVEY FT):
13829832.05
DEPTH TO WATER:
6.4'
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Client: USACE-Galveston District
Boring:
Datemme Drilling Begun:
Datemme Drillina Ended:
Driller:
::J.
Designated X (Easting):
s
2..2.
L/Z1s:r
'Drill Rig:
Designated
Y (Northing): J3fi>Z'9¥o
Z (Elevation):
Total depth:
Initial Water Encounter (Depth, date/time):
Co,i9
f+
r
;z....IQ,13
~f~
Water Depth (15 min.):<£>.,", H.
Log
N!!,mbber Pene.
Strength
Description (SOIL TYPE,
col~r.
mOisture, plasticity, consistency, density, inclusions, etc.)
Irr I).,.)
1.1~
Feet Iuses
ow>l 0
,
.
(H
I
0-2
I
Pocket
I
Shear
I
.
<.
of lUes
(tsf)
(tsf)
11.0
<).-)
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l
4
\4-lts
11.
20
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I
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I
Weather:
~~~"',
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Comments:
0
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10 c...s.rs
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Ell
US Army Corps of Engineers, Southwestern Division
j'
. •
Galveston District
, '.'.
2000 Fort Point Road/P.O. Box 1229
Galveston, TX 77553-1229
."
Alexander Island
Houston
Ship Channel
Baytown,
TX
;"~l
".f
CIIlO-~ ft(J~~
teA.
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-RI'"
Quaternary Resource Investigations,
L.L.c.
.:- .
Government
&
Industry in Harmony with the Environment
".
. 13588 Florida Boulevard, Baton Rouge, Louisiana 70819
~
~A-14;"1
«trb.r<...
w,;t(
B=bag, T=tube
16
24
12
31
50
7
47
47
47
74
19
15
17
22
54
74
16
27
104
0.2/-
55
1.25
-
-
-
0/0.75
1.5
0-0.75
14
16
10
0
12
15
15
12
ST
ST
SS
NR
SS
ST
ST
SS
3-3-4
(7)
3-2-2
(4)
2-6-6
(12)
Sandy CLAY; reddish brown and light gray,
moist, high plasticity CLAY mixed with very
light grayish brown SAND (fine to coarse
grained)
Clayey SAND; fine to coarse grained, very
light grayish brown, moist, loose, shell
fragments common
fine to coarse grained, light gray, wet, loose
fine to medium grained, light gray, wet, very
loose
CLAY; dark gray to black, moist, high
plasticity, soft, fine SAND laminations at
base
dark grayish brown, moist, high plasticity,
medium stiff, fine sand laminations at base,
roots common
Silty CLAY; reddish brown and light gray,
stiff, low plasticity
layer of silty SAND
alternating layers of reddish brown (medium
stiff) and gray (very soft) CLAY, moist, high
plasticity; clay separated by fine to coarse
grained silty SAND
Bottom of borehole at 15.5 feet.
CL
SC
CH
CL-
ML
0.40
0.24
7
3
0
0
DRILLING CONTRACTOR
QRI
LOGGED BY
Eddie Ficker
GROUND ELEVATION
27.4229 ft
NORTHING
13829970 ft
WEATHER
foggy, 55, calm
GROUND WATER LEVEL
HOLE SIZE
8.25 inches
EASTING
3224655 ft
DRILLING METHOD
Hollow Stem Auger
DRILLING RIG MAKE/MODEL
Mobile B57 on Gemco Articulated Platform
TOTAL DEPTH
15.5 ft
DATE STARTED
12/18/2013 8:30:00 AM
COMPLETED
12/18/2013 10:10:00 AM
AT TIME OF DRILLING
6.60 ft / Elev 20.82 ft
24 HOURS AFTER DRILLING
6.40 ft / Elev 21.02 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-B03
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
3.5-5
-
