22
27
18
45
70
12
90
94
97
97
78
67
97
30
47
34
23
35
36
53
41
42
31
21
25
30
88
88
71
92
102
2.8
1.2
1.3
3.6
2.4
3.8
1.5
1.25
0.7
0
0
1.6
1.5
1.1
2.0
9
17
8
20
8
19
9
18
15
20
19
19
ST
ST
ST
ST
ST
ST
NR
ST
ST
NR
ST
NR
ST
NR
ST
NR
ST
Fat CLAY, light brown and greenish gray,
very stiff
light brown, stiff
light brown and greenish gray, very stiff
light brown, stiff, with shell fragments 6'-8'
firm
light brown and greenish gray mottled, soft,
with sand seams 10'-12' and cracks 10'-12'
more sand, very soft
less sand, dark gray
greenish gray and light brown mottled, firm
stiff
Lean CLAY with SILT, greenish gray and
light brown mottled, firm, with cracks 33'-35'
light brown, stiff, with sand seams 33'-35'
CH
CL
1.88
0.76
0.82
5
2
13
12
DRILLING CONTRACTOR
QRI
LOGGED BY
Pete Herold
GROUND ELEVATION
9.3123 ft
NORTHING
13890814.58 ft
WEATHER
cloudy, foggy, 70s, light breeze to windy
GROUND WATER LEVEL
HOLE SIZE
8.25 inches
EASTING
3576616.271 ft
DRILLING METHOD
Hollow Stem Auger
DRILLING RIG MAKE/MODEL
Mobile B57 on Gemco Articulated Platform
TOTAL DEPTH
70 ft
AT TIME OF DRILLING
19.20 ft / Elev -9.89 ft
DATE STARTED
12/5/2013 10:10:00 AM
COMPLETED
12/5/2013 3:30:00 PM
15 MINUTES AFTER DRILLING
9.90 ft / Elev -0.59 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-B160
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 13:10 - 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
100
34
35
44
55
89
88
1.7
1.5
1.4
1.1
1.5
1.5
1.25
20
18
19
19
19
19
19
NR
ST
NR
ST
NR
ST
NR
ST
NR
ST
NR
ST
NR
ST
Lean CLAY with SILT, greenish gray and
light brown mottled, firm, with cracks 33'-35'
(continued)
Fat CLAY, greenish gray and light brown
mottled, firm
greenish gray