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STARTED
ML
LOCATION COORDINATES
17. TOTAL RECOVERY FOR BORING
16. ELEVATION TOP OF BORING
INSTALLATION
DIVISION
MLLW
10-07-06
18:59
-21.5
-21.5
Ft.
3.0 In.
20.2
Ft.
FLORIDA DEP ROSS GALVESTON_VIBRACORES_2006.GPJ FL DEP ROSS.GDT 12/14/06
SAND,
fine
grained,
trace
silt,
gray
(5Y-5/1),
(SP-SM).
NAD
1983
DRILLING LOG
20.2
19.2
14.1
12.7
11.3
8.7
End
of
Boring
Expansion
Material,
(CL).
CLAY,
5.0"
sand
layer,
fine,
quartz
@
14.5',
dark
gray
(5Y-4/1),
(CL).
SAND,
fine
grained,
quartz,
trace
shell
hash,
trace
silt,
1.0"
clay
pocket
@
13.5',
gray
(5Y-5/1),
(SP-SM).
CLAY,
stiff
to
soft,
dark
gray
(5Y-4/1),
(CL).
SAND,
fine
grained,
quartz,
trace
clay,
trace
shell
hash,
trace
silt,
shell
hash
increasing
to
little
between
10.2-10.5';
5.0"
clay
layer
@
10.5',
gray
(5Y-5/1),
(SW-SM).
CLAY,
stiff
to
soft,
dark
gray
(5Y-4/1),
(CL).
1.9
Texas
South
Central
3
2
1
Sample
#3,
Depth
=
13.5'
Mean
(mm):
0.10,
Phi
Sorting:
0.26
Shell
Hash:
0%,
Fines
(230):
5.64%
(SP-SM)
Sample
#2,
Depth
=
9.8'
Mean
(mm):
0.19,
Phi
Sorting:
1.00
Shell
Hash:
3%,
Fines
(230):
5.39%
(SW-SM)
Sample
#1,
Depth
=
1.0'
Mean
(mm):
0.10,
Phi
Sorting:
0.27
Shell
Hash:
0%,
Fines
(230):
5.05%
(SP-SM)
-41.7
-40.7
-35.6
-34.2
-32.8
-30.2
-23.4
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.
GCVC-06-11
8. TOTAL DEPTH OF BORING
7. DEPTH DRILLED INTO ROCK
CONTRACTOR FILE NO.
X = 3,333,062 Y = 13,685,554
6. THICKNESS OF OVERBURDEN
10. COORDINATE SYSTEM/DATUM
19.2
Ft.
REMARKS
Boring
Designation
%
REC.
LEGEND
DEPTH
(ft)
0
5
10
15
20
25
SAJ
FORM
1836
OF 1 SHEETS
SHEET 1
COMPLETED
AUTO HAMMER
MANUAL HAMMER
Texas
Geotechnical
Sand
Search
Galveston
County
Texas
0.0
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED
UNDISTURBED (UD)
18. SIGNATURE AND TITLE OF INSPECTOR
14. ELEVATION GROUND WATER
VERTICAL
INCLINED
0.0 Ft.
GCVC-06-11
15. DATE BORING
3. DRILLING AGENCY
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROM
VERTICAL
BEARING
HORIZONTAL
4. NAME OF DRILLER
VERTICAL
2. BORING DESIGNATION
0.0 Ft.
1. PROJECT
5. DIRECTION OF BORING
Charles
Dill
10-07-06
18:57
1.00
0.50
1.00
35
0.02
0.02
0.00
0.00
0.71
0.50
25
0.02
0.02
0.00
0.01
0.03
0.00
18
0.01
0.01
0.00
0.00
1.41
-0.50
14
0.01
0.01
3/4"
0.01
0.01
9.00
8.21
0.13
3.00
120
0.36
0.33
0.31
0.28
0.18
2.50
80
0.01
0.05
0.01
0.01
0.25
2.00
60
0.04
0.04
0.01
0.01
0.35
1.50
45
0.03
2.00
0.05
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
0.01
0.01
0.00
0.00
2.83
-1.50
7
0.01
0.01
0.01
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
0.01
0.03
Project
Name:
Texas
Geotechnical
Sand
Search
Sample
Name:
GCVC-06-11
#1
Analysis
Date:
10-18-06
Analyzed
By:
MC
1.40
91.21
Phi
84
3.05
Phi
75
3.12
Phi
50
3.31
Phi
25
3.50
Phi
16
3.64
Phi
5
Mean
Phi
3.29
8.54
#200
-
8.69
#230
-
5.05
Munsell:
Northing (ft):
-22.5
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
2.76
88.04
Coordinate System:
Sieve Loss (%):
Pan Retained (g):
Wash Weight (g):
Organics (%):
Carbonates (%):
Sorting
0.27
91.31
Kurtosis
28.1
Grams
Retained
Sieve
Size
(Millimeters)
Sieve
Size
(Phi)
94.95
86.61
3.64
3.32
0.06
Cum. Grams
Retained
230
C.
%
Weight
Retained
83.29
16.64
15.18
0.07
3.75
200
74.67
68.11
65.31
59.57
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
9.36
3,333,062
Granularmetric
Report
Texas
South
Central
13,685,554
% Weight
Retained
Wet - 5Y-5/1
Dry
-
5Y-6/1
Washed
-
5Y-6/1
Skewness
-1.6
Sieve
Number
Dry Weight (g):
Comments:
USCS:
Elevation (ft):
SP-SM
1.00
0.50
1.00
35
3.64
3.46
0.24
0.23
0.71
0.50
25
3.40
3.23
0.26
0.21
3.74
0.00
18
3.18
3.02
0.15
0.14
1.41
-0.50
14
3.03
2.88
3/4"
0.22
2.81
53.22
50.48
0.13
3.00
120
33.89
32.15
26.64
25.27
0.18
2.50
80
0.28
6.88
0.30
2.67
0.25
2.00
60
4.44
4.21
0.50
0.47
0.35
1.50
45
3.94
2.00
7.25
0.00
0.19
0.18
0.19
0.18
8.00
-3.00
5/16"
0.00
0.00
0.00
0.00
11.31
0.27
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
2.76
2.62
0.26
0.25
2.83
-1.50
7
2.50
2.37
0.17
3.5
4.00
-2.50
5
2.33
2.21
0.58
0.55
4.76
-2.25
4
1.75
1.66
1.56
1.48
170
0.16
0.31
Project
Name:
Texas
Geotechnical
Sand
Search
Sample
Name:
GCVC-06-11
#2
Analysis
Date:
10-18-06
Analyzed
By:
MC
0.41
94.86
Phi
84
2.16
Phi
75
2.33
Phi
50
2.65
Phi
25
2.89
Phi
16
2.97
Phi
5
Mean
Phi
2.43
82.63
#200
-
6.00
#230
-
5.39
Munsell:
Northing (ft):
-31.3
MLLW
GRANULARMETRIC REPORT GALVESTON_VIBRACORES_2006.GPJ FL DEP ROSS.GDT 12/14/06
Shell Hash (%):
3
Fines (%):
Moment
Statistics
Depths
and
elevations
based
on
measured
values
Easting (ft):
Mean
mm
0.19
Phi
95
1.60
90.44
Coordinate System:
Sieve Loss (%):
Pan Retained (g):
Wash Weight (g):
Organics (%):
Carbonates (%):
Sorting
1
94.00
Kurtosis
20.22
Grams
Retained
Sieve
Size
(Millimeters)
Sieve
Size
(Phi)
94.61
89.74
0.61
0.58
0.06
Cum. Grams
Retained
230
C.
%
Weight
Retained
89.16
1.67
1.58
0.07
3.75
200
92.33
87.58
5.22
4.95
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
87.11
3,333,062
Granularmetric
Report
Texas
South
Central
13,685,554
% Weight
Retained
Wet - 5Y-5/1
Dry
-
5Y-6/1
Washed
-
5Y-6/1
Skewness
-3.97
Sieve
Number
Dry Weight (g):
Comments:
USCS:
Elevation (ft):
SW-SM
1.00
0.50
1.00
35
0.04
0.04
0.00
0.00
0.71
0.50
25
0.04
0.04
0.00
0.01
0.06
0.00
18
0.03
0.03
0.00
0.00
1.41
-0.50
14
0.03
0.03
3/4"
0.01
0.05
4.66
4.43
0.13
3.00
120
0.39
0.38
0.26
0.25
0.18
2.50
80
0.02
0.13
0.02
0.05
0.25
2.00
60
0.08
0.08
0.02
0.02
0.35
1.50
45
0.06
2.00
0.13
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
0.03
0.03
0.03
0.03
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
0.29
Project
Name:
Texas
Geotechnical
Sand
Search
Sample
Name:
GCVC-06-11
#3
Analysis
Date:
10-18-06
Analyzed
By:
MC
1.40
95.16
Phi
84
3.08
Phi
75
3.14
Phi
50
3.33
Phi
25
3.51
Phi
16
3.65
Phi
5
Mean
Phi
3.31
4.81
#200
-
9.93
#230
-
5.64
Munsell:
Northing (ft):
-35.0
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
0.10
Phi
95
2.99
91.47
Coordinate System:
Sieve Loss (%):
Pan Retained (g):
Wash Weight (g):
Organics (%):
Carbonates (%):
Sorting
0.26
90.07
Kurtosis
61.34
Grams
Retained
Sieve
Size
(Millimeters)
Sieve
Size
(Phi)
94.36
89.79
4.29
4.08
0.06
Cum. Grams
Retained
230
C.
%
Weight
Retained
85.71
15.87
15.10
0.07
3.75
200
74.20
70.61
69.15
65.80
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
5.05
3,333,062
Granularmetric
Report
Texas
South
Central
13,685,554
% Weight
Retained
Wet - 5Y-5/1
Dry
-
5Y-6/1
Washed
-
5Y-6/1
Skewness
-3.22
Sieve
Number
Dry Weight (g):
Comments:
USCS:
Elevation (ft):
SP-SM
5
100
5
10
5
5
50
5
0.1
0.01
Texas
Geotechnical
Sand
Search
10-18-06
MC
3,333,062
13,685,554
NAD
1983
MLLW
0.001
100
90
80
60
1
40
30
20
10
0
70
Sample
-4.25
3/4
2
60
-4
5/8
-2.25
4
-2
5
4
230
3.5
170
GCVC-06-11
#1
3.75
200
Comments:
0.27
3.29
Silt
and
Clay
Gravel
Depths
and
elevations
based
on
measured
values
SIEVE ANALYSIS GALVESTON_VIBRACORES_2006.GPJ FL DEP ROSS.GDT 12/14/06
Symbol
Elev.
(ft)
-22.5
Sort
Kurt
Skew
Mean
Median
% Carbonates
% Organics
% Fines
USCS
0
18
Sample
Information
Fine
Medium
Coarse
Fine
Coarse
Sand
3
120
2.5
80
1.5
45
0.5
25
-0.5
14
-1
10
Millimeters
Hydrometer
PHI Sieve Sizes
Standard Sieve Sizes
1
35
3.31
SP-SM
0
