25
20
43
43
87
98
98
89
68
63
51
45
23
30
30
25
21
24
27
76
93
102
104
1.5
1.5
3.5
2.5
1.5
2.25
2.4
2.2
1.8
2.25
1.8
2.6
3.4
2.2
2.7
2.4
2.2
18
14
15
12
10
16
15
16
16
16
18
17
17
17
19
17
18
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
Fat CLAY, dark gray and light brown, very
soft, with sand seams and cracks 0'-8'
greenish gray and light brown mottled, very
stiff
stiff
very soft
stiff
greenish gray and dark gray mottled
greenish gray and light brown mottled, with
sand seams and cracks 20'-24'
very stiff
stiff
CLAY with SILT and SAND, greenish gray
and light brown mottled, stiff
with sand seams and cracks 32'-34'
very stiff
CH
CL
0.19
0.28
1.47
5
14
6
7
DRILLING CONTRACTOR
QRI
LOGGED BY
Pete Herold
GROUND ELEVATION
7.1795 ft
NORTHING
13870938.33 ft
WEATHER
clear, windy, 60s
GROUND WATER LEVEL
HOLE SIZE
8.25 inches
EASTING
3574142.319 ft
DRILLING METHOD
Hollow Stem Auger
DRILLING RIG MAKE/MODEL
Mobile B57 on Gemco Articulated Platform
TOTAL DEPTH
50 ft
AT TIME OF DRILLING
10.00 ft / Elev -2.82 ft
DATE STARTED
1/14/2014 2:30:00 PM
COMPLETED
1/20/2014 3:00:00 PM
15 MINUTES AFTER DRILLING
4.90 ft / Elev 2.28 ft
(Continued Next Page)
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
20
25
30
35
SPT BLOW
COUNTS
(N VALUE)
GRAPHIC
LOG
MATERIAL DESCRIPTION
USCS SYMBOL
COMPRESSIVE
STRENGTH (tsf)
FAILURE
STRAIN (%)
CONFINING
PRESSURE (psi)
PAGE 1 OF 2
BORING NUMBER 13-B192
CLIENT
USACE-Galveston District
PROJECT NUMBER
W912HY-13-D-0001-DY05
PROJECT NAME
Sabine Neches Placement Area 8
PROJECT LOCATION
Port Arthur, TX
COPY OF PEGGY LAKE GEOTECH BH - PEGGY LAKE TEMPLATE.GDT - 7/15/14 13:12 - C:\USERS\PUBLIC\DOCUMENTS\BENTLEY\GINT\PROJECTS\SABINE NECHES PA 8 FINAL, EDITED.GPJ
Quaternary Resource Investigations, LLC
13588 Florida Boulevard
Baton Rouge, LA 70820
Telephone: 225-292-1400
Fax: 225-292-1404
99
29
32
87 36
3.3
2.9
3.25
2.75
2.3
2.75
2.75
2.1
18
19
18
19
19
18
20
16
ST
ST
ST
ST
ST
ST
ST
ST
CLAY with SILT and SAND, greenish gray
and light brown mottled, stiff
(continued)