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LOCATION COORDINATES
MLLW
17. TOTAL RECOVERY FOR BORING
16. ELEVATION TOP OF BORING
INSTALLATION
DIVISION
STARTED
VERTICAL
INCLINED
FLORIDA DEP ROSS JEFFERSON_VIBRACORES_2006_1-8.GPJ FL DEP ROSS.GDT 12/14/06
14. ELEVATION GROUND WATER
SAND,
fine
grained,
quartz,
some
clay,
trace
silt,
1.0"
clay
layers
@
2.6'
and
3.1',
gray
(5Y-5/1),
(SP-SM).
UNDISTURBED (UD)
DISTURBED
11. MANUFACTURER'S DESIGNATION OF DRILL
10. COORDINATE SYSTEM/DATUM
ML
20 Ft.
Texas
South
Central
DRILLING LOG
NAD
1983
10-09-06
17:40
5.2
20.0
15.3
-41.7
3.4
End
of
Boring
Expansion
Material,
(CL).
CLAY,
stiff,
gray
(5Y-5/1),
(CL).
SAND,
fine
grained,
quartz,
little
clay,
trace
silt,
2.0"
clay
layers
@
7.1'
and
11.3';
3.0"
clay
layer
@
7.8';
1.0"
clay
layer
@
11.1',
gray
(5Y-5/1),
(SP).
CLAY,
soft
to
stiff,
gray
(5Y-5/1),
(CL).
19.9
2
-26.4
-26.4
Ft.
3.0 In.
-29.8
3
-31.6
1
Sample
#3,
Depth
=
14.0'
Mean
(mm):
0.17,
Phi
Sorting:
0.36
Shell
Hash:
0%,
Fines
(230):
1.94%
(SP)
Sample
#2,
Depth
=
9.0'
Mean
(mm):
0.19,
Phi
Sorting:
0.40
Shell
Hash:
0%,
Fines
(230):
2.31%
(SP)
Sample
#1,
Depth
=
2.0'
Mean
(mm):
0.24,
Phi
Sorting:
0.49
Shell
Hash:
0%,
Fines
(230):
8.28%
(SP-SM)
-46.4
-46.3
15. DATE BORING
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.
0.0
OF 1 SHEETS
19.9
Ft.
8. TOTAL DEPTH OF BORING
7. DEPTH DRILLED INTO ROCK
CONTRACTOR FILE NO.
18. SIGNATURE AND TITLE OF INSPECTOR
X = 3,479,162 Y = 13,789,015
REMARKS
Boring
Designation
%
REC.
LEGEND
JCVC-06-07A
SHEET 1
0
5
10
15
20
25
SAJ
FORM
1836
6. THICKNESS OF OVERBURDEN
0.0 Ft.
COMPLETED
AUTO HAMMER
MANUAL HAMMER
Texas
Geotechnical
Sand
Search
Jefferson
County
Texas
JCVC-06-07A
BEARING
10-09-06
17:37
1. PROJECT
0.0 Ft.
2. BORING DESIGNATION
3. DRILLING AGENCY
5. DIRECTION OF BORING
DEG. FROM
VERTICAL
13. TOTAL NUMBER CORE BOXES
12. TOTAL SAMPLES
9. SIZE AND TYPE OF BIT
Charles
Dill
HORIZONTAL
VERTICAL
4. NAME OF DRILLER
LOCATION COORDINATES
MLLW
17. TOTAL RECOVERY FOR BORING
16. ELEVATION TOP OF BORING
INSTALLATION
DIVISION
STARTED
VERTICAL
INCLINED
FLORIDA DEP ROSS JEFFERSON_VIBRACORES_2006_1-8.GPJ FL DEP ROSS.GDT 12/14/06
14. ELEVATION GROUND WATER
SAND,
fine
grained,
quartz,
some
clay,
trace
silt,
1.0"
clay
layers
@
2.6'
and
3.1',
gray
(5Y-5/1),
(SP-SM).
UNDISTURBED (UD)
DISTURBED
11. MANUFACTURER'S DESIGNATION OF DRILL
10. COORDINATE SYSTEM/DATUM
ML
20 Ft.
Texas
South
Central
DRILLING LOG
NAD
1983
10-09-06
17:40
5.2
20.0
15.3
-41.7
3.4
End
of
Boring
Expansion
Material,
(CL).
CLAY,
stiff,
gray
(5Y-5/1),
(CL).
SAND,
fine
grained,
quartz,
little
clay,
trace
silt,
2.0"
clay
layers
@
7.1'
and
11.3';
3.0"
clay
layer
@
7.8';
1.0"
clay
layer
@
11.1',
gray
(5Y-5/1),
(SP).
CLAY,
soft
to
stiff,
gray
(5Y-5/1),
(CL).
19.9
2
-26.4
-26.4
Ft.
3.0 In.
-29.8
3
-31.6
1
Sample
#3,
Depth
=
14.0'
Mean
(mm):
0.17,
Phi
Sorting:
0.36
Shell
Hash:
0%,
Fines
(230):
1.94%
(SP)
Sample
#2,
Depth
=
9.0'
Mean
(mm):
0.19,
Phi
Sorting:
0.40
Shell
Hash:
0%,
Fines
(230):
2.31%
(SP)
Sample
#1,
Depth
=
2.0'
Mean
(mm):
0.24,
Phi
Sorting:
0.49
Shell
Hash:
0%,
Fines
(230):
8.28%
(SP-SM)
-46.4
-46.3
15. DATE BORING
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.
0.0
OF 1 SHEETS
19.9
Ft.
8. TOTAL DEPTH OF BORING
7. DEPTH DRILLED INTO ROCK
CONTRACTOR FILE NO.
18. SIGNATURE AND TITLE OF INSPECTOR
X = 3,479,162 Y = 13,789,015
REMARKS
Boring
Designation
%
REC.
LEGEND
JCVC-06-07A
SHEET 1
0
5
10
15
20
25
SAJ
FORM
1836
6. THICKNESS OF OVERBURDEN
0.0 Ft.
COMPLETED
AUTO HAMMER
MANUAL HAMMER
Texas
Geotechnical
Sand
Search
Jefferson
County
Texas
JCVC-06-07A
BEARING
10-09-06
17:37
1. PROJECT
0.0 Ft.
2. BORING DESIGNATION
3. DRILLING AGENCY
5. DIRECTION OF BORING
DEG. FROM
VERTICAL
13. TOTAL NUMBER CORE BOXES
12. TOTAL SAMPLES
9. SIZE AND TYPE OF BIT
Charles
Dill
HORIZONTAL
VERTICAL
4. NAME OF DRILLER
5
5
100
5
70
5
1
0.1
0.01
5
0.001
100
80
60
50
40
30
20
10
0
10
90
-4.25
3/4
2
60
-4
5/8
-2.25
4
-2
5
4
230
3.5
170
Texas
Geotechnical
Sand
Search
10-17-06
JG
3,479,162
13,789,015
NAD
1983
MLLW
3.75
200
0.49
2.08
Silt
and
Clay
Gravel
Depths
and
elevations
based
on
measured
values
SIEVE ANALYSIS JEFFERSON_VIBRACORES_2006_1-8.GPJ FL DEP ROSS.GDT 12/14/06
Symbol
Elev.
(ft)
-28.4
JCVC-06-07A
#1
Comments:
Sort
Kurt
Skew
Mean
Median
% Carbonates
% Organics
% Fines
USCS
0.5
25
Sample
Information
Percent Finer By Weight
Fine
Medium
Coarse
Fine
Coarse
Sand
3
120
2.5
80
1
35
0
18
-0.5
14
-1
10
Millimeters
Hydrometer
PHI Sieve Sizes
Standard Sieve Sizes
Coastal
Planning
&
Engineering
2481 NW Boca Raton Blvd, Boca Raton
FL 33431
ph (561) 391-8102
fax
(561)
391-9116
1.5
45
1.97
SP-SM
0
100
10
20
30
40
50
60
70
80
90
Percent Coarser By Weight
-1.5
7
Sample
Project
Name:
Analysis
Date:
Analyzed
By:
Easting
(X,
ft):
Northing
(Y,
ft):
Horizontal
System:
Vertical
System:
4.91
1.51
#200 - 9.06
#230 - 8.28
-3
5/16
5
5
100
5
70
5
1
0.1
0.01
5
0.001
100
80
60
50
40
30
20
10
0
10
90
-4.25
3/4
2
60
-4
5/8
-2.25
4
-2
5
4
230
3.5
170
Texas
Geotechnical
Sand
Search
10-17-06
JG
3,479,162
13,789,015
NAD
1983
MLLW
3.75
200
0.4
2.42
Silt
and
Clay
Gravel
Depths
and
elevations
based
on
measured
values
SIEVE ANALYSIS JEFFERSON_VIBRACORES_2006_1-8.GPJ FL DEP ROSS.GDT 12/14/06
Symbol
Elev.
(ft)
-35.4
JCVC-06-07A
#2
Comments:
Sort
Kurt
Skew
Mean
Median
% Carbonates
% Organics
% Fines
USCS
0.5
25
Sample
Information
Percent Finer By Weight
Fine
Medium
Coarse
Fine
