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DRILLING LOG
LOCATION COORDINATES
17. TOTAL RECOVERY FOR BORING
16. ELEVATION TOP OF BORING
INSTALLATION
DIVISION
MLLW
FLORIDA DEP ROSS JEFFERSON_VIBRACORES_2006_1-8.GPJ FL DEP ROSS.GDT 12/14/06
15. DATE BORING
CLAY,
stiff,
brown
(10YR-4/3),
(CL).
18. SIGNATURE AND TITLE OF INSPECTOR
UNDISTURBED (UD)
DISTURBED
11. MANUFACTURER'S DESIGNATION OF DRILL
10. COORDINATE SYSTEM/DATUM
ML
20.1
Ft.
STARTED
NAD
1983
Texas
South
Central
20.1
19.4
15.6
13.2
2.0
End
of
Boring
Expansion
Material,
(SM).
SAND,
fine
grained,
some
clay,
little
silt,
3.0"
clay
layer
@
15.9';
2.0"
clay
layer
@
16.6';
1.0"
clay
layers
@
17.3',
17.5',
17.8',
18.3',
and
18.5';
5.0"
clay
layer
@
18.7',
olive
(5Y-4/3),
(SM).
CLAY,
some
sand,
stiff;
3.0"
sand
layer
@
14.8',
gray
(5Y-5/1),
(CL).
SAND,
medium
grained,
quartz,
little
clay,
little
silt,
2.0"
clay
layer
@
13.3,
gray
(5Y-5/1),
(SM).
CLAY,
some
sand,
medium
grained,
stiff
to
very
soft;
1.0"
sand
layer
@
12.4';
mottled
color
between
grey
(5y
5/1)
and
brown
(10YR
4/3),
(CL).
12.6
10-09-06
16:00
-23.6
-23.6
Ft.
3.0 In.
VERTICAL
INCLINED
-43.7
-43.0
-39.2
-36.8
-36.2
-25.6
6. THICKNESS OF OVERBURDEN
DEPTH
(ft)
ELEV.
(ft)
CLASSIFICATION OF MATERIALS
Depths and elevations based on measured values
JUN
04
MODIFIED
FOR
THE
FLORIDA
DEP
JUN
02
BOX OR
SAMPLE
Alpine
Ocean
Seismic
Survey,
Inc.
SHEET 1