ALEXANDER ISLAND
BORING SUMMARY SHEET
BORING ID:
13-B09
BORING TYPE:
Borrow Source
DEPTH:
15'
ELEVATION:
28.02'
X (US SURVEY FT):
3225431.15
Y (US SURVEY FT):
13830710.11
DEPTH TO WATER:
2.8'
..
--
\
':,..
,
,
-,-.
""".-
...
Boring:
DatelTime Drill
Ended:
{
Designated X (Easting :
Designated
Y (Northing):
I
3
&
5
0 Co
2.
L/
Z (Elevation):
15":0
Initial Water Encounter (Depth, date/time):
~.t-
r Depth (15 min.):
2.
B
Feet
USCS
Log
S
I
Amount
amp e
Material
Interval
Obtained
Type
Blow
Counts
Number Pocket
of Tubes Pene.
(tsf)
Shear
Strength Description (SOIL TYPE, color, moisture, plasticity, consistency, density, inclusions, etc.)
(tsf)
(ft)
(in)
O--;-~--+-----+-----r---~r---~----~r-----r-----------------------------------------------------~
(f/'-) ( \J.
Ir'ft
Dr'! 'tift,.
0-2
\'L
)'
5
10
__a
US Army Corps of Engineers, Southwestern Division
Galveston District
1iIIi.1 2000 Fort Point RoadfP.O. Box 1229
Galveston, TX 77553-1229
Alexander Island
Houston
Ship Channel,- .
Baytown, TX
,6
Quaternary Resource Investigations.
L.L.c.
Government
&
Industry in Harmony with the Environment
13588 Florida Boulevard, Baton Rouge, Louisiana 70819
,/
B=bag, T=tube
6
11
4
19
22
-/0.35
43
-
-
-
-/0
12
0
12
0
12
0
12
ST
NR
SS
NR
SS
NR
SS
3-5-7
(12)
0-3-2
(5)
1-1-3
(4)
SAND with SILT; fine to coarse grained,
very light orangish brown, moist, very loose,
shell fragments common
gray, wet, loose
SAND with CLAY; fine to coarse grained,
very light orangish brown, moist, very loose,
shell fragments common
fine to medium grained, slightly
carbonaceous
CLAY; gray to dark gray, moist, very soft
Bottom of borehole at 15.0 feet.
SP-
SM
SP-
SC
CH
DRILLING CONTRACTOR
QRI
LOGGED BY
Eddie Ficker
GROUND ELEVATION
28.019 ft
NORTHING
13830625 ft
WEATHER
foggy, 60, breezy, very humid
GROUND WATER LEVEL
HOLE SIZE
8.25 inches
EASTING
3225494 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 9:18:00 AM
COMPLETED
12/20/2013 10:35:00 AM
AT TIME OF DRILLING
3.40 ft / Elev 24.62 ft
24 HOURS AFTER DRILLING
2.80 ft / Elev 25.22 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-B09
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
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
-
10
26
5-8.5
No recovery at depth 5‐8.5.
8.5-10
-
4
21
10-12
13.5-15
0
0.35
13
41
0-2
-
23
2-3.5
3.5-5
-
7
18
0.30
40
18
SP**
Classified as unsuitable during suitability testing. Suitable during sample preparation
5-8.5
8.5-10
0
0.25
