ALEXANDER ISLAND
BORING SUMMARY SHEET
BORING ID:
13-B31
BORING TYPE:
Borrow Source
DEPTH:
15'
ELEVATION:
30.03'
X (US SURVEY FT):
3224956.08
Y (US SURVEY FT):
13832789.07
DEPTH TO WATER:
2.15'
Client: USACE-Galveston District
Boring:
DatelTime
Drilling
I:; .->-'3
DatelTime Drillin
Designated X
Drill Rig:
Designated
Y
Z (Elevation):
Total depth:
15'
Initial Water Encounter (Depth, date/time):..
l
<.0
H
Water Depth (15 min.):
2,/5'
Feet
USCS
Log
Sample
Amount
Number Pocket Sbear
,
Interval
Material
~
afTubes Pene.
Strength Description (SOIL TYPE, color, moisture, plasticity, consistency, density,
in~tusi?ns,
etc.)
(ft)
Obtained
Blow
(t f)
(t f)
,
s
s
"
(in)
Counts
O--+---~~--~----~----+----1-----+-----+------------~------------~~----------------~~~
d.
A
A ,
~.
O\...
~~l.r~
occG(/~""(
S'I"\
0-2
51
,---
.),'
~tW(D (~-~);L,)~ct-
II
Br6\.o11\
no1s<t
J
V'~"j'"
.rl..ctJ
~
"M
V
5
~
Lj)o~e.
,
5~
o
o
{;
~
~-----4--------4-----
____
~---r------~~~~~~-..~--------------------~----~--~~----~~~------------~--/~
20--~~~~~~~~~----~----~------L-------~--
____________________________________________________________________
~
Weather:
•
"-"'3'
F"
Comments :
~
IlI1
<'_~A
I
.
..>.(f...
-::.
.P'F,t 0-S o..':>6I1L
US Army Corps of Engineers, Southwestern Division
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 Hannony with the Environment
13588 Florida Boulevard, Baton Rouge,
Louisiilna 70819
I
30
4
42
18
20
32
0.25
32
-
-
-
0
16
0
14
0
16
0
18
ST
NR
SS
NR
SS
NR
SS
8-15-11
(26)
4-3-3
(6)
3-3-6
(9)
Clayey SAND; fine to coarse grained, light
orangish brown, moist, very loose, with
occasional shell fragments
SAND; fine to coarse grained, light gray,
wet, dense
Silty clayey SAND; fine to coarse grained,
orangish brown and gray, wet, loose
CLAY; reddish brown; mixed with organic
rich clay (OH), dark gray to black, very soft
Silty SAND; fine to coarse grained, light
orangish brown, moist, very loose
Bottom of borehole at 15.0 feet.
SC
SP
SC
CH
SM
DRILLING CONTRACTOR
QRI
LOGGED BY
Eddie Ficker
GROUND ELEVATION
30.0317 ft
NORTHING
13832789 ft
WEATHER
cloudy, foggy, 73
GROUND WATER LEVEL
HOLE SIZE
8.25 inches
EASTING
3224956 ft
DRILLING METHOD
Hollow Stem Auger
DRILLING RIG MAKE/MODEL
Mobile B57 on Gemco Articulated Platform
TOTAL DEPTH
15 ft
DATE STARTED
12/5/2013 8:35:00 AM
COMPLETED
12/5/2013 10:00:00 AM
AT TIME OF DRILLING
3.20 ft / Elev 26.83 ft
24 HOURS AFTER DRILLING
2.15 ft / Elev 27.88 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-B31
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
-
100
100
98
65
5
0
95
5
SP-SC*
13
2-3.5
3.5-5
-
10
100
100
99
69
25
0
75
22
3
25
SM*
23
5-8.5
8.5-10
-
3
26
10-13.5
13.5-15
-
2
25
0-2
-
99
99
98
84
30
1
69
30
SC*
18
2-3.5
3.5-5
-
26
100
100
82
4
0
96
4
SP*
20
5-8.5
8.5-10
-
6
100
100
99
82
49
42
0
58
13
29
42
SC*
32
10-13.5
13.5-15
0
0.25
9
32
0-2
-
100
99
98
89
61
1
38
61
CL*
27
2-3.5
3.5-5
-
19
100
99
75
15
9
0
91
4
5
9
SP-SM*
18
5-8.5
8.5-10
31
100
96
21
0
79
21
SM*
20
10-13.5
13.5-15
0
0.35
6
39
0-2
-
19
2-4
-
3
95 94 92 73
24
6 70
24
SM* 30
4-6
-
7
100
100
98
69
25
21
0
79
6
15
21
SC*
23
6-8
-
14
20
8-10
-
14
18
10-13.5
13.5-15
-
9
100 100 100 88
59
0
41
59
CL* 32
0-2
1.10
10
2-4
100
100
88
21
0
79
21
SM*
12
4-6
-/1.0
12
20
6-8
2.0
45
16
29
CL*
22
107
8-10
1.25
22
107
1.11
22
107
CL**
10-12
1.25
42
14
28
CL*
20
12-14
1.75
26
99
0.68
26
99
CH**
14-16
1.0
53
16
37
CH*
22
105
0.77
22
105
CH**
16-18
1.5
21
18-20
12
16
0.28
31
16
SP**
20-22
0.5
120
24
96
