ALEXANDER ISLAND
BORING SUMMARY SHEET
BORING ID:
13-B08
BORING TYPE:
Borrow Source
DEPTH:
15'
ELEVATION:
27.34'
X (US SURVEY FT):
3225137.84
Y (US SURVEY FT):
13830656.99
DEPTH TO WATER:
2.6'
-
-< .
Client:
USACE-Galveston District
Date/Time Drilling Begun:
ll.tg
,l3/
IY()'S'
---
Driller:
-::r.
New
Logger: '
C
(;,-~r
Drill Rig:
Hoblit.
~~
Boring:
11
-BoB
Date/Time Drilling Ended:
12
Designated X (Easting):
Designated
Y (Northing):
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cf ;(
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Z (Elevation):
Total
depth:
Irb
Initial Water Encounter (Depth, date/time):
s.L
~-\-
1"L.N-ll/IL/I"'1
Water Depth (15 min.):
t
,1.0 -(+
Sample
Amount
Sample
Pocket
Shear
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uses
Material
~
Number
Feet
~g
Interval
Obtained
Blow
of Tubes
Pene.
Strength
Description (SOIL TYPE, color, moisture, plasticity, consistency, density, inclusions, etc.)
(ft)
(in)
eounts
(tsf)
(tst)
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(
US Army Corps of Engineers, Southwestern Division
Alexander Island
I.I~I
Quaternmy Resource Investigations,
L.L.c.
Galveston District
Houston Ship Channel
Government
&
Industry in Harmony with the Environment
2000 Fort Point Road/P.O. Box 1229
Galveston, TX 77553-1229
Baytown, TX
13588 Florida Boulevard. Baton Rouge, Louisiana 70819
13830657
3225138
B=bag, T=tube
32
34
65
50
31
97
84
23
18
50
22
56
24
0.25
0.25
0.1-0.3
-
-
0
0
0
-
14
0
10
0
10
15
18
12
ST
NR
SS
NR
SS
ST
ST
ST
3-2-5
(7)
1-1-1
(2)
Silty SAND; fine to coarse grained, very light
grayish brown, moist, very loose, slightly
clayey
wet, light gray, loose
CLAY; black to dark gray, moist, high
plasticity, very soft
Clayey SAND; fine to medium grained, light
grayish brown, loose
dark grayish brown, moist, soft, with roots
dark gray to black, moist, soft
Silty SAND; fine to coarse grained, gray,
wet, loose
Bottom of borehole at 15.0 feet.
SM
CH
SC
CH
SM
DRILLING CONTRACTOR
QRI
LOGGED BY
Eddie Ficker
GROUND ELEVATION
27.3421 ft
NORTHING
13830657 ft
WEATHER
sunny, 60, breezy
GROUND WATER LEVEL
HOLE SIZE
8.25 inches
EASTING
3225138 ft
DRILLING METHOD
Hollow Stem Auger
DRILLING RIG MAKE/MODEL
Mobile B57 on Gemco Articulated Platform
TOTAL DEPTH
15 ft
DATE STARTED
12/18/2013 2:05:00 PM
COMPLETED
12/18/2013 3:25:00 PM
AT TIME OF DRILLING
3.20 ft / Elev 24.14 ft
24 HOURS AFTER DRILLING
2.60 ft / Elev 24.74 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-B08
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
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
