Under the drawing toolbar
select "Draw", then "Snap", then "To Grid"
Paste the pictrues into A1, G1, A17, and G17
Resize the height to 3"
For the next page, paste the picture in the next cell
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There are six pages formatted this way.
MLLW
LOCATION COORDINATES
17. TOTAL RECOVERY FOR BORING
16. ELEVATION TOP OF BORING
INSTALLATION
DIVISION
STARTED
10-09-06
17:06
-27.1
-27.1
Ft.
3.0 In.
11. MANUFACTURER'S DESIGNATION OF DRILL
10. COORDINATE SYSTEM/DATUM
FLORIDA DEP ROSS JEFFERSON_VIBRACORES_2006_1-8.GPJ FL DEP ROSS.GDT 12/14/06
16.7
Ft.
SAND,
fine
grained,
quartz,
little
silt,
trace
shell
hash,
light
olive
brown
(2.5Y-5/4),
(SM).
DRILLING LOG
NAD
1983
1.5
19.5
16.7
12.2
7.7
End
of
Boring
No
Recovery.
SAND,
fine
grained,
quartz,
trace
clay,
trace
shell
hash,
trace
silt,
1.0"
clay
layer
@
12.2';
sand
with
lenses
of
clay
from
12.4'
to
12.7',
gray
(5Y-5/1),
(SP-SM).
SAND,
fine
grained,
quartz,
trace
silt,
gray
(5Y-5/1),
(SP-SM).
SAND,
fine
grained,
quartz,
some
clay,
some
silt,
2.0"
clay
layers
@
8.2'
and
10.2',
olive
brown
(2.5Y-4/3),
(SM).
SAND,
fine
grained,
quartz,
little
silt,
1.0"
clay
layers
@
8.6',
9.2'
and
9.5',
light
olive
brown
(2.5Y-5/4),
(SM).
10.4
5
4
3
2
1
Sample
#5,
Depth
=
14.0'
Mean
(mm):
0.16,
Phi
Sorting:
0.50
Shell
Hash:
0%,
Fines
(230):
7.70%
(SP-SM)
Sample
#4,
Depth
=
11.5'
Mean
(mm):
0.21,
Phi
Sorting:
0.41
Shell
Hash:
0%,
Fines
(230):
5.04%
(SP-SM)
Sample
#3,
Depth
=
8.4'
Mean
(mm):
0.14,
Phi
Sorting:
0.57
Shell
Hash:
0%,
Fines
(230):
32.42%
(SM)
Sample
#1,
Depth
=
0.8'
Mean
(mm):
0.19,
Phi
Sorting:
0.62
Shell
Hash:
0%,
Fines
(230):
17.21%
(SM)
ML
-46.6
-43.8
-39.3
-37.5
-34.8
-28.6
Sample
#2,
Depth
=
3.0'
Mean
(mm):
0.19,
Phi
Sorting:
0.59
Shell
Hash:
0%,
Fines
(230):
12.53%
(SM)
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.
DEPTH
(ft)
19.5
Ft.
JCVC-06-08
8. TOTAL DEPTH OF BORING
7. DEPTH DRILLED INTO ROCK
CONTRACTOR FILE NO.
X = 3,478,160 Y = 13,787,586
Texas
South
Central
0.0
DISTURBED
REMARKS
Boring
Designation
%
REC.
LEGEND
0
5
10
15
20
25
SAJ
FORM
1836
OF 1 SHEETS
SHEET 1
AUTO HAMMER
MANUAL HAMMER
14. ELEVATION GROUND WATER
6. THICKNESS OF OVERBURDEN
15. DATE BORING
VERTICAL
INCLINED
18. SIGNATURE AND TITLE OF INSPECTOR
Texas
Geotechnical
Sand
Search
Jefferson
County
Texas
JCVC-06-08
0.0 Ft.
9. SIZE AND TYPE OF BIT
10-09-06
17:02
1. PROJECT
0.0 Ft.
2. BORING DESIGNATION
3. DRILLING AGENCY
4. NAME OF DRILLER
5. DIRECTION OF BORING
DEG. FROM
BEARING
VERTICAL
12. TOTAL SAMPLES
COMPLETED
Charles
Dill
HORIZONTAL
VERTICAL
UNDISTURBED (UD)
13. TOTAL NUMBER CORE BOXES
1.00
0.50
1.00
35
0.06
0.06
0.01
0.01
0.71
0.50
25
0.05
0.05
0.03
0.01
0.11
0.00
18
0.04
0.04
0.01
0.01
1.41
-0.50
14
0.03
0.03
3/4"
0.01
24.37
14.99
13.27
0.13
3.00
120
50.22
44.45
25.54
22.60
0.18
2.50
80
0.05
21.85
0.06
21.57
0.25
2.00
60
0.31
0.28
0.19
0.17
0.35
1.50
45
0.12
2.00
24.68
0.00
0.00
0.00
0.00
0.00
8.00
-3.00
5/16"
0.00
0.00
0.00
0.00
11.31
0.03
7/16"
5.66
0.00
0.00
0.00
16.00
-4.00
5/8"
0.00
0.00
0.00
0.00
19.03
-4.25
-3.50
-2.00
-1.00
10
0.00
0.00
0.00
0.00
2.83
-1.50
7
0.00
0.00
0.00
3.5
4.00
-2.50
5
0.00
0.00
0.00
0.00
4.76
-2.25
4
0.00
0.00
0.00
0.00
170
0.00
0.36
Project
Name:
Texas
Geotechnical
Sand
Search
Sample
Name:
JCVC-06-08
#1
Analysis
Date:
10-17-06
Analyzed
By:
TF
1.27
88.50
Phi
84
1.82
Phi
75
2.01
Phi
50
2.50
Phi
25
3.41
Phi
16
Phi
5
Mean
Phi
2.43
57.72
#200
-
19.30
#230
-
17.21
Munsell:
Northing (ft):
-27.9
MLLW
GRANULARMETRIC REPORT JEFFERSON_VIBRACORES_2006_1-8.GPJ FL DEP ROSS.GDT 12/14/06
Shell Hash (%):
0
Fines (%):
Moment
Statistics
Depths
and
elevations
based
on
measured
values
Easting (ft):
Mean
mm
0.19
Phi
95
1.60
74.87
Coordinate System:
Sieve Loss (%):
Pan Retained (g):
Wash Weight (g):
Organics (%):
Carbonates (%):
Sorting
0.62
80.70
Kurtosis
2.88
Grams
Retained
Sieve
Size
(Millimeters)
Sieve
Size
(Phi)
82.79
73.28
2.09
1.85
0.06
Cum. Grams
Retained
230
C.
%
Weight
Retained
71.43
3.56
3.15
0.07
3.75
200
77.14
68.28
11.93
10.56
0.09
3.50
Coastal
Planning
&
Engineering
2481 NW Boca Raton Blvd, Boca Raton
FL 33431
ph (561) 391-8102
fax
(561)
391-9116
4.00
65.21
3,478,160
Granularmetric
Report
Texas
South
Central
13,787,586
% Weight
Retained
Wet - 2.5Y-5/3
Dry
-
2.5Y-7/4
Washed
-
2.5Y-7/4
Skewness
0.42
Sieve
Number
Dry Weight (g):
Comments:
USCS:
Elevation (ft):
SM
1.00
0.50
1.00
35
0.00
0.00
0.00
0.00
0.71
0.50
25
0.00
0.00
0.00
0.00
0.00
0.00
18
0.00
0.00
0.00
0.00
1.41
-0.50
14
0.00
0.00
3/4"
0.00
27.45
14.61
13.56
0.13
3.00
120
57.14
53.04
29.44
27.33
0.18
2.50
80
0.00
25.71
0.00
25.48
0.25
2.00
60
0.25
0.23
0.25
0.23
0.35
1.50
45
0.00
2.00
27.70
0.00
0.00
0.00
0.00
0.00
8.00
-3.00
5/16"
0.00
0.00
0.00
0.00
11.31
0.00
7/16"
5.66
0.00
0.00
0.00
16.00
-4.00
5/8"
0.00
0.00
0.00
0.00
19.03
-4.25
-3.50
-2.00
-1.00
10
0.00
0.00
0.00
0.00
2.83
-1.50
7
0.00
0.00
0.00
3.5
4.00
-2.50
5
0.00
0.00
0.00
0.00
4.76
-2.25
4
0.00
0.00
0.00
0.00
170
0.00
0.25
Project
Name:
Texas
Geotechnical
Sand
Search
Sample
Name:
JCVC-06-08
#2
Analysis
Date:
10-17-06
Analyzed
By:
TF
1.25
92.84
Phi
84
1.79
Phi
75
1.95
Phi
50
2.38
Phi
25
3.15
Phi
16
3.59
Phi
5
Mean
Phi
2.38
66.60
#200
-
13.96
#230
-
12.53
Munsell:
Northing (ft):
-30.1
MLLW
GRANULARMETRIC REPORT JEFFERSON_VIBRACORES_2006_1-8.GPJ FL DEP ROSS.GDT 12/14/06
Shell Hash (%):
0
Fines (%):
Moment
Statistics
Depths
and
elevations
based
on
measured
values
Easting (ft):
Mean
mm
0.19
Phi
95
1.59
82.68
Coordinate System:
Sieve Loss (%):
Pan Retained (g):
Wash Weight (g):
Organics (%):
Carbonates (%):
Sorting
0.59
86.04
Kurtosis
2.52
Grams
Retained
Sieve
Size
(Millimeters)
Sieve
Size
(Phi)
87.47
81.20
1.43
1.33
0.06
Cum. Grams
Retained
230
C.
%
Weight
Retained
79.87
3.25
3.02
0.07
3.75
200
82.79
76.85
11.04
10.25
0.09
3.50
Coastal
Planning
&
Engineering
2481 NW Boca Raton Blvd, Boca Raton
FL 33431
ph (561) 391-8102
fax
(561)
391-9116
4.00
71.75
3,478,160
Granularmetric
Report
Texas
South
Central
13,787,586
% Weight
Retained
Wet - 2.5Y-5/4
Dry
-
2.5Y-6/4
Washed
-
2.5Y-7/3
Skewness
0.67
Sieve
Number
Dry Weight (g):
Comments:
USCS:
Elevation (ft):
SM
1.00
0.50
1.00
35
0.00
0.00
0.00
0.00
0.71
0.50
25
0.00
0.00
0.00
0.00
0.00
0.00
18
0.00
0.00
0.00
0.00
1.41
-0.50
14
0.00
0.00
3/4"
0.00
3.74
17.97
16.10
0.13
3.00
120
23.27
20.85
19.50
17.47
0.18
2.50
80
0.00
3.38
0.00
3.35
0.25
2.00
60
0.03
0.03
0.03
0.03
0.35
1.50
45
0.00
2.00
3.77
0.00
0.00
0.00
0.00
0.00
8.00
-3.00
5/16"
0.00
0.00
0.00
0.00
11.31
0.00
7/16"
5.66
0.00
0.00
0.00
16.00
-4.00
5/8"
0.00
0.00
0.00
0.00
19.03
-4.25
-3.50
-2.00
-1.00
10
0.00
0.00
0.00
0.00
2.83
-1.50
7
0.00
0.00
0.00
3.5
4.00
-2.50
5
0.00
0.00
0.00
0.00
4.76
-2.25
4
0.00
0.00
0.00
0.00
170
0.00
0.36
Project
Name:
Texas
Geotechnical
Sand
Search
Sample
Name:
JCVC-06-08
#3
Analysis
Date:
10-17-06
Analyzed
By:
TF
0.49
89.59
Phi
84
2.31
Phi
75
2.55
Phi
50
3.29
Phi
25
Phi
16
Phi
5
Mean
Phi
2.82
36.95
#200
-
35.43
#230
-
32.42
Munsell:
Northing (ft):
-35.5
MLLW
GRANULARMETRIC REPORT JEFFERSON_VIBRACORES_2006_1-8.GPJ FL DEP ROSS.GDT 12/14/06
Shell Hash (%):
0
Fines (%):
Moment
Statistics
Depths
and
elevations
based
on
measured
values
Easting (ft):
Mean
mm
0.14
Phi
95
2.03
61.36
Coordinate System:
Sieve Loss (%):
Pan Retained (g):
Wash Weight (g):
Organics (%):
Carbonates (%):
Sorting
0.57
64.57
Kurtosis
2.03
Grams
Retained
Sieve
Size
(Millimeters)
Sieve
Size
(Phi)
67.58
60.55
3.01
2.70
0.06
Cum. Grams
Retained
230
C.
%
Weight
Retained
57.85
8.17
7.32
0.07
3.75
200
56.40
50.53
15.16
13.58
0.09
3.50
Coastal
Planning
&
Engineering
2481 NW Boca Raton Blvd, Boca Raton
FL 33431
ph (561) 391-8102
fax
(561)
391-9116
4.00
41.24
3,478,160
Granularmetric
Report
Texas
South
Central
13,787,586
% Weight
Retained
Wet - 5Y-4/1
Dry
-
5Y-5/1
Washed
-
2.5Y-6/2
Skewness
0.06
Sieve
Number
Dry Weight (g):
Comments:
USCS:
Elevation (ft):
SM
1.00
0.50
1.00
35
0.00
0.00
0.00
0.00
0.71
0.50
25
0.00
0.00
0.00
0.00
0.04
0.00
18
0.00
0.00
0.00
0.00
1.41
-0.50
14
0.00
0.00
3/4"
0.00
20.89
8.70
8.16
0.13
3.00
120
80.67
75.62
59.55
55.82
0.18
2.50
80
0.04
19.80
0.04
19.58
0.25
2.00
60
0.23
0.22
0.19
0.18
0.35
1.50
45
0.04
2.00
21.12
0.00
0.00
0.00
0.00
0.00
8.00
-3.00
5/16"
0.00
0.00
0.00
0.00
11.31
0.00
7/16"
5.66
0.00
0.00
0.00
16.00
-4.00
5/8"
0.00
0.00
0.00
0.00
19.03
-4.25
-3.50
-2.00
-1.00
10
0.00
0.00
0.00
0.00
2.83
-1.50
7
0.00
0.00
0.00
3.5
4.00
-2.50
5
0.00
0.00
0.00
0.00
4.76
-2.25
4
0.00
0.00
0.00
0.00
170
0.00
0.09
Project
Name:
Texas
Geotechnical
Sand
Search
Sample
Name:
JCVC-06-08
#4
Analysis
Date:
10-17-06
Analyzed
By:
TF
0.24
93.74
Phi
84
1.88
Phi
75
2.03
Phi
50
2.24
Phi
25
2.45
Phi
16
2.69
Phi
5
Mean
Phi
2.25
83.78
#200
-
5.81
#230
-
5.04
Munsell:
Northing (ft):
-38.6
MLLW
GRANULARMETRIC REPORT JEFFERSON_VIBRACORES_2006_1-8.GPJ FL DEP ROSS.GDT 12/14/06
Shell Hash (%):
0
Fines (%):
Moment
Statistics
Depths
and
elevations
based
on
measured
values
Easting (ft):
Mean
mm
0.21
Phi
95
1.61
89.33
Coordinate System:
Sieve Loss (%):
Pan Retained (g):
Wash Weight (g):
Organics (%):
Carbonates (%):
Sorting
0.41
94.19
Kurtosis
6.08
Grams
Retained
Sieve
Size
(Millimeters)
Sieve
Size
(Phi)
94.96
89.01
0.77
0.72
0.06
Cum. Grams
Retained
230
C.
%
Weight
Retained
88.29
1.38
1.29
0.07
3.75
200
92.81
87.00
3.44
3.22
0.09
3.50
Coastal
Planning
&
Engineering
2481 NW Boca Raton Blvd, Boca Raton
FL 33431
ph (561) 391-8102
fax
(561)
391-9116
4.00
89.37
3,478,160
Granularmetric
Report
Texas
South
Central
13,787,586
% Weight
Retained
Wet - 5Y-5/1
Dry
-
5Y-5/1
Washed
-
5Y-7/2
Skewness
1.3
Sieve
Number
Dry Weight (g):
Comments:
USCS:
Elevation (ft):
SP-SM
1.00
0.50
1.00
35
0.00
0.00
0.00
0.00
0.71
0.50
25
0.00
0.00
0.00
0.00
0.00
0.00
18
0.00
0.00
0.00
0.00
1.41
-0.50
14
0.00
0.00
3/4"
0.00
7.13
34.49
30.49
0.13
3.00
120
35.91
31.74
28.73
25.40
0.18
2.50
80
0.00
6.34
0.00
6.30
0.25
2.00
60
0.05
0.04
0.05
0.04
0.35
1.50
45
0.00
2.00
7.18
0.00
0.00
0.00
0.00
0.00
8.00
-3.00
5/16"
0.00
0.00
0.00
0.00
11.31
0.00
7/16"
5.66
0.00
0.00
0.00
16.00
-4.00
5/8"
0.00
0.00
0.00
0.00
19.03
-4.25
-3.50
-2.00
-1.00
10
0.00
0.00
0.00
0.00
2.83
-1.50
7
0.00
0.00
0.00
3.5
4.00
-2.50
5
0.00
0.00
0.00
0.00
4.76
-2.25
4
0.00
0.00
0.00
0.00
170
0.00
0.07
Project
Name:
Texas
Geotechnical
Sand
Search
Sample
Name:
JCVC-06-08
#5
Analysis
Date:
10-17-06
Analyzed
By:
TF
1.14
88.41
Phi
84
2.15
Phi
75
2.31
Phi
50
2.70
Phi
25
3.14
Phi
16
3.42
Phi
5
Mean
Phi
2.66
62.23
#200
-
9.41
#230
-
7.70
Munsell:
Northing (ft):
-41.1
MLLW
GRANULARMETRIC REPORT JEFFERSON_VIBRACORES_2006_1-8.GPJ FL DEP ROSS.GDT 12/14/06
Shell Hash (%):
0
Fines (%):
Moment
Statistics
Depths
and
elevations
based
on
measured
values
Easting (ft):
Mean
mm
0.16
Phi
95
1.85
82.79
Coordinate System:
Sieve Loss (%):
Pan Retained (g):
Wash Weight (g):
Organics (%):
Carbonates (%):
Sorting
0.5
90.59
Kurtosis
2.62
Grams
Retained
Sieve
Size
(Millimeters)
Sieve
Size
(Phi)
92.30
81.59
1.71
1.51
0.06
Cum. Grams
Retained
230
C.
%
Weight
Retained
80.08
4.07
3.60
0.07
3.75
200
86.52
76.48
16.12
14.25
0.09
3.50
Coastal
Planning
&
Engineering
2481 NW Boca Raton Blvd, Boca Raton
FL 33431
ph (561) 391-8102
fax
(561)
391-9116
4.00
70.40
3,478,160
Granularmetric
Report
Texas
South
Central
13,787,586
% Weight
Retained
Wet - 5Y-5/1
Dry
-
2.5Y-5/1
Washed
-
2.5Y-7/2
Skewness
0.21
Sieve
Number
Dry Weight (g):
Comments:
USCS:
Elevation (ft):
SP-SM
1
5
10
5
100
5
5
30
5
0.01
0.001
100
90
80
70
60
40
0.1
20
10
0
50
-4.25
3/4
2
60
-4
5/8
-2.25
4
-2
5
4
230
3.5
170
JCVC-06-08
#1
3.75
200
Comments:
0.62
2.43
Silt
and
Clay
Gravel
Sample
Information
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)
-27.9
Sort
Kurt
Skew
Mean
Median
% Carbonates
% Organics
% Fines
USCS
-0.5
14
Fine
Medium
Coarse
Fine
Coarse
Sand
3
120
2.5
80
1.5
45
1
35
Sample
0
18
-1
10
Millimeters
Hydrometer
PHI Sieve Sizes
Standard Sieve Sizes
Texas
Geotechnical
Sand
Search
10-17-06
TF
3,478,160
13,787,586
NAD
1983
MLLW
0.5
25
Coastal
Planning
&
Engineering
2481 NW Boca Raton Blvd, Boca Raton
FL 33431
ph (561) 391-8102
fax
(561)
391-9116
2.5
SM
0
100
10
20
30
40
50
60
70
80
90
Percent Coarser By Weight
-1.5
7
-3
5/16
Percent Finer By Weight
Project
Name:
Analysis
Date:
Analyzed
By:
Easting
(X,
ft):
Northing
(Y,
ft):
Horizontal
System:
Vertical
System:
2.88
0.42
#200 - 19.30
#230 - 17.21
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
TF
3,478,160
13,787,586
NAD
1983
MLLW
3.75
200
0.59
2.38
Silt
and
Clay
Gravel
Depths
and
elevations
based
on
measured
values
