ALEXANDER ISLAND
BORING SUMMARY SHEET
BORING ID:
13-B12
BORING TYPE:
Borrow Source
DEPTH:
15'
ELEVATION:
26.12'
X (US SURVEY FT):
3225579.86
Y (US SURVEY FT):
13831378.86
DEPTH TO WATER:
2.1'
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Client:
USACE-Galveston District
Datemme Drilling Begun:
Driller:
Drill Rig:
Sample
Amount
~
Number
Pocket
Shear
Description (SOIL TYPE, color, moisture, plasticity, consistency, density, inclusions, etc.)
Feet
USCS
Interval
Material
Pene.
Strength
Log
(tt)
Obtained
Blow
of Tubes
(tsf)
(tsf)
(in)
Counts
0
0-2
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5M
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Weather:
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US Army Corp$ of Engineers, Southwestern ni"I,.,."",',1
. Galveston District
:
2000 Fort Point Road/P.O. Box 1229
Galveston,
TX 77553-1229
Alexander Island
Houston Ship Channel -
Baytown, TX
Quaternary Resource Investigations,
L.L.c.
Government
&
Industry in Harmony with the Environment
13588 Florida Boulevard, Baton Rouge, Louisiana 70819
B=bag, T=tube
.4
31329.6
14
12
20
7
1
82
-/0
0.25
-
-
-
-/0
0
8
0
12
0
13
15
0
12
ST
NR
SS
NR
SS
ST
NR
SS
7-10-9
(19)
2-3-5
(8)
1-1-1
(2)
SAND with CLAY; very light brownish gray,
moist, very loose, slightly clayey, shell
fragments common
gray, medium dense
Very silty clayey SAND; fine to medium
grained, dark gray, loose, slightly
carbonaceous, clayey at the base
CLAY; black to dark gray, moist, high
plasticity, very soft
SAND; fine grained, gray, wet, loose, silty,
trace of medium grained sand, slightly
carbonaceous, turning dark gray at base
CLAY; black to dark gray, moist, high
plasticity, very soft, trace of fine sand
Bottom of borehole at 15.0 feet.
SP-
SC
SC
OH
SP
OH
DRILLING CONTRACTOR
QRI
LOGGED BY
Eddie Ficker
GROUND ELEVATION
26.1157 ft
NORTHING
13831330 ft
WEATHER
cloudy, 65, breezy
GROUND WATER LEVEL
HOLE SIZE
8.25 inches
EASTING
3225508 ft
DRILLING METHOD
Hollow Stem Auger
DRILLING RIG MAKE/MODEL
Mobile B57 on Gemco Articulated Platform
TOTAL DEPTH
15 ft
DATE STARTED
12/20/2013 1:40:00 PM
COMPLETED
12/20/2013 3:05:00 PM
AT TIME OF DRILLING
3.50 ft / Elev 22.62 ft
24 HOURS AFTER DRILLING
2.10 ft / Elev 24.02 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-B12
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
14
24
CL*
49
74
0.42
49
74
CH**
12-13.5
13.5-15
-
4
100
100
100
97
83
60
0
40
31
29
60
CL*
25
15-18.5
18.5-20
-
2
26
20-22
100
94
94
91
76
6
18
76
CH*
38
22-23.5
23.5-25
0
0.3
2
95
24
71
CH*
73
25-27
0
0.3
45
27-29
0
0.3
108
27
81
CH*
76
29-31
0
0.2
73
54
0.22
73
54
CH**
31-33
0
0.2
95
29
66
CH*
72
33-35
0
0.1
98
29
69
CH*
73
58
0.13
73
58
CH**
35-37
0
0.15
107
33
74
