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select "Draw", then "Snap", then "To Grid"
Paste the pictrues into A1, G1, A17, and G17
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There are six pages formatted this way.
-33.6
10-07-06
15:19
-18.2
-18.2
Ft.
3.0 In.
2
1
Sample
#2,
Depth
=
11.0'
Mean
(mm):
0.11,
Phi
Sorting:
0.24
Shell
Hash:
0%,
Fines
(230):
3.08%
(SP)
Sample
#1,
Depth
=
2.0'
Mean
(mm):
0.10,
Phi
Sorting:
0.37
Shell
Hash:
0%,
Fines
(230):
4.76%
(SP-SM)
SAJ
FORM
1836
DRILLING LOG
STARTED
MLLW
-32.0
LOCATION COORDINATES
17. TOTAL RECOVERY FOR BORING
16. ELEVATION TOP OF BORING
INSTALLATION
DIVISION
-37.5
FLORIDA DEP ROSS GALVESTON_VIBRACORES_2006.GPJ FL DEP ROSS.GDT 12/14/06
REMARKS
Boring
Designation
%
REC.
LEGEND
CLAY,
trace
shell
hash,
stiff
to
soft,
dark
gray
(5Y-4/1),
(CL).
SAND,
fine
grained,
quartz,
trace
clay,
trace
shell
hash,
trace
silt,
3.0"
clay
layers
@
7.7'
and
8.4',
gray
(5Y-5/1),
(SP).
0
5
10
15
20
25
15.4
-25.7
-22.4
SAND,
fine
grained,
quartz,
trace
shell
hash,
trace
silt,
gray
(5Y-5/1),
(SP-SM).
19.3
13.8
7.5
4.2
End
of
Boring
No
Recovery.
CLAY,
trace
shell
hash,
stiff
to
soft,
dark
gray
(5Y-4/1),
(CL).
4. NAME OF DRILLER
0.0
10-07-06
15:17
1. PROJECT
0.0 Ft.
3. DRILLING AGENCY
5. DIRECTION OF BORING
DEG. FROM
BEARING
VERTICAL
13. TOTAL NUMBER CORE BOXES
12. TOTAL SAMPLES
9. SIZE AND TYPE OF BIT
Charles
Dill
HORIZONTAL
VERTICAL
2. BORING DESIGNATION
OF 1 SHEETS
SHEET 1
GCVC-06-07
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
6. THICKNESS OF OVERBURDEN
Alpine
Ocean
Seismic
Survey,
Inc.
X = 3,333,922 Y = 13,689,683
19.3
Ft.
8. TOTAL DEPTH OF BORING
7. DEPTH DRILLED INTO ROCK
CONTRACTOR FILE NO.
Texas
South
Central
0.0 Ft.
VERTICAL
INCLINED
15. DATE BORING
14. ELEVATION GROUND WATER
18. SIGNATURE AND TITLE OF INSPECTOR
UNDISTURBED (UD)
DISTURBED
11. MANUFACTURER'S DESIGNATION OF DRILL
10. COORDINATE SYSTEM/DATUM
15.4
Ft.
GCVC-06-07
NAD
1983
ML
COMPLETED
AUTO HAMMER
MANUAL HAMMER
Texas
Geotechnical
Sand
Search
Galveston
County
Texas
1.00
0.50
1.00
35
0.17
0.17
0.01
0.01
0.71
0.50
25
0.16
0.16
0.00
0.07
0.18
0.00
18
0.09
0.09
0.01
0.01
1.41
-0.50
14
0.08
0.08
3/4"
0.07
0.16
8.02
7.80
0.13
3.00
120
1.98
1.94
1.20
1.17
0.18
2.50
80
0.01
0.77
0.01
0.16
0.25
2.00
60
0.62
0.61
0.44
0.43
0.35
1.50
45
0.18
2.00
0.78
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
0.08
0.08
0.05
0.05
2.83
-1.50
7
0.03
0.03
0.03
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
0.03
0.20
Project
Name:
Texas
Geotechnical
Sand
Search
Sample
Name:
GCVC-06-07
#1
Analysis
Date:
10-16-06
Analyzed
By:
ST
1.51
97.27
Phi
84
3.05
Phi
75
3.12
Phi
50
3.32
Phi
25
3.52
Phi
16
3.65
Phi
5
3.98
Mean
Phi
3.27
9.74
#200
-
8.46
#230
-
4.76
Munsell:
Northing (ft):
-20.2
MLLW
GRANULARMETRIC REPORT GALVESTON_VIBRACORES_2006.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
0.10
Phi
95
2.69
94.35
Coordinate System:
Sieve Loss (%):
Pan Retained (g):
Wash Weight (g):
Organics (%):
Carbonates (%):
Sorting
0.37
91.54
Kurtosis
50.09
Grams
Retained
Sieve
Size
(Millimeters)
Sieve
Size
(Phi)
95.24
92.65
3.70
3.60
0.06
Cum. Grams
Retained
230
C.
%
Weight
Retained
89.05
18.31
17.81
0.07
3.75
200
73.23
71.24
63.23
61.50
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
10.00
3,333,922
Granularmetric
Report
Texas
South
Central
13,689,683
% Weight
Retained
Wet - 5Y-5/1
Dry
-
5Y-5/1
Washed
-
5Y-5/2
Skewness
-4.45
Sieve
Number
Dry Weight (g):
Comments:
USCS:
Elevation (ft):
SP-SM
1.00
0.50
1.00
35
0.05
0.05
0.02
0.02
0.71
0.50
25
0.03
0.03
0.00
0.01
0.06
0.00
18
0.02
0.02
0.02
0.02
1.41
-0.50
14
0.00
0.00
3/4"
0.01
0.05
10.74
10.34
0.13
3.00
120
0.49
0.48
0.37
0.36
0.18
2.50
80
0.01
0.12
0.01
0.05
0.25
2.00
60
0.07
0.07
0.01
0.01
0.35
1.50
45
0.06
2.00
0.12
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:
GCVC-06-07
#2
Analysis
Date:
10-16-06
Analyzed
By:
ST
0.57
96.24
Phi
84
3.03
Phi
75
3.09
Phi
50
3.26
Phi
25
3.43
Phi
16
3.49
Phi
5
3.73
Mean
Phi
3.23
10.82
#200
-
4.32
#230
-
3.08
Munsell:
Northing (ft):
-29.2
MLLW
GRANULARMETRIC REPORT GALVESTON_VIBRACORES_2006.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
0.11
Phi
95
2.71
93.94
Coordinate System:
Sieve Loss (%):
Pan Retained (g):
Wash Weight (g):
Organics (%):
Carbonates (%):
Sorting
0.24
95.68
Kurtosis
31.3
Grams
Retained
Sieve
Size
(Millimeters)
Sieve
Size
(Phi)
96.92
93.28
1.24
1.19
0.06
Cum. Grams
Retained
230
C.
%
Weight
Retained
92.09
9.52
9.16
0.07
3.75
200
86.16
82.93
74.93
72.11
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
11.23
3,333,922
Granularmetric
Report
Texas
South
Central
13,689,683
% Weight
Retained
Wet - 5Y-5/1
Dry
-
5Y-6/1
Washed
-
5Y-6/1
Skewness
-2.42
Sieve
Number
Dry Weight (g):
Comments:
USCS:
Elevation (ft):
SP
5
100
10
5
1
5
0.1
0.001
20
0.01
5
100
90
80
70
60
50
30
10
0
5
40
-4.25
3/4
2
60
-4
5/8
-2.25
4
-2
5
4
230
3.5
170
Depths
and
elevations
based
on
measured
values
Comments:
0.37
3.27
Silt
and
Clay
Gravel
Sample
Information
3.75
200
SIEVE ANALYSIS GALVESTON_VIBRACORES_2006.GPJ FL DEP ROSS.GDT 12/14/06
Symbol
Elev.
(ft)
-20.2
GCVC-06-07