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LOCATION COORDINATES
17. TOTAL RECOVERY FOR BORING
16. ELEVATION TOP OF BORING
INSTALLATION
DIVISION
STARTED
10-10-06
10:56
-19.0
-19.0
Ft.
3.0 In.
10. COORDINATE SYSTEM/DATUM
ML
FLORIDA DEP ROSS GALVESTON_VIBRACORES_2006.GPJ FL DEP ROSS.GDT 12/14/06
Texas
South
Central
SAND,
fine
grained,
quartz,
little
silt,
gray
(5Y-5/1),
(SP).
NAD
1983
MLLW
DRILLING LOG
19.9
17.6
12.0
10.8
7.0
2.0
End
of
Boring
No
Recovery.
CLAY,
little
sand,
trace
shell
hash,
soft
to
stiff;
1.0"
sand
layer
@
16.2';
2.0"
sand
layers
@
13.5'
and
17.6';
1.0"
shell
hash
layer
@
16.9',
gray
(5Y-5/1),
(CL).
SAND,
fine
grained,
quartz,
little
silt,
trace
shell
hash,
1.0"
shell
hash
layer
@
12.0',
gray
(5Y-5/1),
(SM).
CLAY,
some
sand,
trace
shell
hash,
trace
whole
shell,
soft
to
stiff;
whole
shell
up
to
0.5";
1.0"
sand
layers
interbedded
with
clay;
2.5"
sand
layers
@
9.1'
and
9.7',
gray
(5Y-5/1),
(CL).
SAND,
fine
grained,
quartz,
little
silt,
trace
shell
hash,
1.0"
clay
layer
@
7.0',
gray
(5Y-5/1),
(SM).
SAND,
fine
to
medium
grained,
quartz,
little
shell
hash,
little
silt,
gray
(5Y-5/1),
(SW).
0.7
-38.9
1
3
2
Sample
#1,
Depth
=
3.0'
Mean
(mm):
0.11,
Phi
Sorting:
0.38
Shell
Hash:
0%,
Fines
(230):
11.87%
(SM)
Sample
#3,
Depth
=
1.4'
Mean
(mm):
0.17,
Phi
Sorting:
1.53
Shell
Hash:
7%,
Fines
(230):
3.10%
(SW)
Sample
#2,
Depth
=
0.4'
Mean
(mm):
0.13,
Phi
Sorting:
0.59
Shell
Hash:
1%,
Fines
(230):
2.13%
(SP)
17.6
Ft.
-36.6
-31.0
-29.8
-26.0
-21.0
-19.7
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)
19.9
Ft.
GCVC-06-23
8. TOTAL DEPTH OF BORING
7. DEPTH DRILLED INTO ROCK
CONTRACTOR FILE NO.
X = 3,324,045 Y = 13,683,495
0.0
11. MANUFACTURER'S DESIGNATION OF DRILL
REMARKS
Boring
Designation
%
REC.
LEGEND
0
5
10
15
20
25
SAJ
FORM
1836
OF 1 SHEETS
SHEET 1
AUTO HAMMER
MANUAL HAMMER
COMPLETED
6. THICKNESS OF OVERBURDEN
DISTURBED
UNDISTURBED (UD)
18. SIGNATURE AND TITLE OF INSPECTOR
14. ELEVATION GROUND WATER
15. DATE BORING
0.0 Ft.
GCVC-06-23
Texas
Geotechnical
Sand
Search
Galveston
County
Texas
VERTICAL
INCLINED
2. BORING DESIGNATION
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROM
VERTICAL
BEARING
5. DIRECTION OF BORING
Charles
Dill
3. DRILLING AGENCY
HORIZONTAL
0.0 Ft.
1. PROJECT
10-10-06
10:52
4. NAME OF DRILLER
9. SIZE AND TYPE OF BIT
VERTICAL
1.00
0.50
1.00
35
1.16
0.99
0.10
0.09
0.71
0.50
25
1.06
0.90
0.19
0.11
1.11
0.00
18
0.93
0.79
0.19
0.16
1.41
-0.50
14
0.74
0.63
3/4"
0.13
0.10
37.77
32.38
0.13
3.00
120
3.92
3.36
2.33
2.00
0.18
2.50
80
0.12
1.36
0.14
0.09
0.25
2.00
60
1.49
1.27
0.19
0.16
0.35
1.50
45
1.30
2.00
1.59
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
0.22
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
0.52
0.44
0.19
0.16
2.83
-1.50
7
0.33
0.28
0.07
3.5
4.00
-2.50
5
0.26
0.22
0.21
0.18
4.76
-2.25
4
0.05
0.04
0.05
0.04
170
0.06
0.02
Project
Name:
Texas
Geotechnical
Sand
Search
Sample
Name:
GCVC-06-23
#2
Analysis
Date:
10-30-06
Analyzed
By:
JG
0.14
85.72
Phi
84
2.66
Phi
75
2.78
Phi
50
3.08
Phi
25
3.34
Phi
16
3.43
Phi
5
3.67
Mean
Phi
3
35.74
#200
-
2.95
#230
-
2.13
Munsell:
Northing (ft):
-19.4
MLLW
GRANULARMETRIC REPORT GALVESTON_VIBRACORES_2006.GPJ FL DEP ROSS.GDT 12/14/06
Shell Hash (%):
1
Fines (%):
Moment
Statistics
Depths
and
elevations
based
on
measured
values
Easting (ft):
Mean
mm
0.13
Phi
95
2.51
84.05
Coordinate System:
Sieve Loss (%):
Pan Retained (g):
Wash Weight (g):
Organics (%):
Carbonates (%):
Sorting
0.59
97.05
Kurtosis
43.73
Grams
Retained
Sieve
Size
(Millimeters)
Sieve
Size
(Phi)
97.87
83.89
0.82
0.70
0.06
Cum. Grams
Retained
230
C.
%
Weight
Retained
83.19
6.23
5.34
0.07
3.75
200
90.82
77.85
49.13
42.11
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
41.69
3,324,045
Granularmetric
Report
Texas
South
Central
13,683,495
% Weight
Retained
Wet - 5Y-5/1
Dry
-
5Y-5/1
Washed
-
2.5Y-6/2
Skewness
-5.36
Sieve
Number
Dry Weight (g):
Comments:
USCS:
Elevation (ft):
SP
1.00
0.50
1.00
35
10.54
9.08
0.59
0.51
0.71
0.50
25
9.95
8.57
1.39
0.64
9.47
0.00
18
9.21
7.93
1.09
0.94
1.41
-0.50
14
8.12
6.99
3/4"
0.74
0.40
28.91
24.87
0.13
3.00
120
13.62
11.73
1.89
1.63
0.18
2.50
80
0.39
10.10
0.45
0.34
0.25
2.00
60
11.33
9.76
0.34
0.29
0.35
1.50
45
10.99
2.00
11.73
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
1.62
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
6.50
5.60
2.44
2.10
2.83
-1.50
7
4.06
3.50
1.03
3.5
4.00
-2.50
5
3.03
2.61
1.09
0.94
4.76
-2.25
4
1.94
1.67
1.94
1.67
170
0.89
0.02
Project
Name:
Texas
Geotechnical
Sand
Search
Sample
Name:
GCVC-06-23
#3
Analysis
Date:
10-30-06
Analyzed
By:
JG
0.16
86.03
Phi
84
2.54
Phi
75
2.70
Phi
50
3.07
Phi
25
3.32
Phi
16
3.41
Phi
5
3.66
Mean
Phi
2.54
36.60
#200
-
3.79
#230
-
3.10
Munsell:
Northing (ft):
-20.4
MLLW
GRANULARMETRIC REPORT GALVESTON_VIBRACORES_2006.GPJ FL DEP ROSS.GDT 12/14/06
Shell Hash (%):
7
Fines (%):
Moment
Statistics
Depths
and
elevations
based
on
measured
values
Easting (ft):
Mean
mm
0.17
Phi
95
-1.81
83.55
Coordinate System:
Sieve Loss (%):
Pan Retained (g):
Wash Weight (g):
Organics (%):
Carbonates (%):
Sorting
1.53
96.21
Kurtosis
7.62
Grams
Retained
Sieve
Size
(Millimeters)
Sieve
Size
(Phi)
96.90
83.37
0.69
0.59
0.06
Cum. Grams
Retained
230
C.
%
Weight
Retained
82.78
3.45
2.97
0.07
3.75
200
92.76
79.81
50.23
43.21
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
42.53
3,324,045
Granularmetric
Report
Texas
South
Central
13,683,495
% Weight
Retained
Wet - 5Y-5/1
Dry
-
5Y-5/1
Washed
-
2.5Y-6/2
Skewness
-2.44
Sieve
Number
Dry Weight (g):
Comments:
USCS:
Elevation (ft):
SW
1.00
0.50
1.00
35
0.19
0.19
0.01
0.01
0.71
0.50
25
0.18
0.18
0.02
0.02
0.24
0.00
18
0.16
0.16
0.00
0.00
1.41
-0.50
14
0.16
0.16
3/4"
0.02
0.17
12.38
11.61
0.13
3.00
120
1.25
1.19
0.71
0.67
0.18
2.50
80
0.05
0.52
0.05
0.16
0.25
2.00
60
0.37
0.36
0.13
0.12
0.35
1.50
45
0.24
2.00
0.54
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
0.02
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
0.14
0.14
0.03
0.03
2.83
-1.50
7
0.11
0.11
0.04
3.5
4.00
-2.50
5
0.07
0.07
0.00
0.00
4.76
-2.25
4
0.07
0.07
0.07
0.07
170
0.04
0.17
Project
Name:
Texas
Geotechnical
Sand
Search
Sample
Name:
GCVC-06-23
#1
Analysis
Date:
10-20-06
Analyzed
By:
MC
1.61
93.79
Phi
84
3.02
Phi
75
3.09
Phi
50
3.29
Phi
25
3.49
Phi
16
3.72
Phi
5
Mean
Phi
3.21
12.80
#200
-
14.77
#230
-
11.87
Munsell:
Northing (ft):
-22.0
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
2.65
84.44
Coordinate System:
Sieve Loss (%):
Pan Retained (g):
Wash Weight (g):
Organics (%):
Carbonates (%):
Sorting
0.38
85.23
Kurtosis
88.53
Grams
Retained
Sieve
Size
(Millimeters)
Sieve
Size
(Phi)
88.13
82.67
2.90
2.72
0.06
Cum. Grams
Retained
230
C.
%
Weight
Retained
79.95
9.61
9.01
0.07
3.75
200
75.62
70.94
61.99
58.14
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
13.63
3,324,045
Granularmetric
Report
Texas
South
Central
13,683,495
% Weight
Retained
Wet - 5Y-5/1
Dry
-
5Y-5/1
Washed
-
5Y-6/1
Skewness
-6.47
Sieve
Number
Dry Weight (g):
Comments:
USCS:
Elevation (ft):
SM
Symbol
50
5
0.01
5
0.001
5
Elev.
(ft)
1
SIEVE ANALYSIS GALVESTON_VIBRACORES_2006.GPJ FL DEP ROSS.GDT 12/14/06
100
90
80
70
-19.4
USCS
%
Fines
%
Organics
%
Carbonates
Median
Mean
Skew
0.1
Sort
40
100
5
10
5
Kurt
60
30
20
10
0
GCVC-06-23
#2
Fine
-5.36
#200 - 2.95
#230
-
2.13
Project
Name:
Analysis
Date:
Analyzed
By:
Easting
(X,
ft):
Northing
(Y,
ft):
Horizontal
System:
Vertical
System:
Percent Finer By Weight
Medium
Coarse
Fine
Coarse
Sand
3
120
2.5
80
1.5
45
Sample
Information
Sample
3.08
SP
0
100
43.73
Percent Coarser By Weight
0
18
-1.5
7
-3
5/16
10
20
30
40
50
60
70
80
90
-2
5
3
0.59
3.75
200
