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DRILLING LOG
GCVC-06-08A
MLLW
LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL
FLORIDA DEP ROSS GALVESTON_VIBRACORES_2006.GPJ FL DEP ROSS.GDT 12/14/06
Jetted
to
12.8'
on
penetrometer.
0.0 Ft.
VERTICAL
INCLINED
15. DATE BORING
14. ELEVATION GROUND WATER
18. SIGNATURE AND TITLE OF INSPECTOR
NAD
1983
DISTURBED
10. COORDINATE SYSTEM/DATUM
ML
9.6 Ft.
Texas
South
Central
16. ELEVATION TOP OF BORING
UNDISTURBED (UD)
22.1
-37.4
-29.5
-27.0
20.7
12.8
10.3
End
of
Boring
CLAY,
some
sand,
trace
shell
hash,
stiff
to
soft,
dark
gray
(5Y-4/1),
(CL).
SAND,
fine
grained,
quartz,
trace
shell
hash,
trace
silt,
shell
hash
increases
to
some
@
17.7'
to
end
of
layer,
gray
(5Y-5/1),
(SP-SM).
Jetted
material,
(SP-SM).
-16.7
Ft.
INSTALLATION
DIVISION
STARTED
-38.8
-16.7
17. TOTAL RECOVERY FOR BORING
3.0 In.
1
Sample
#1,
Depth
=
15.8'
Mean
(mm):
0.11,
Phi
Sorting:
0.39
Shell
Hash:
0%,
Fines
(230):
4.24%
(SP-SM)
10-07-06
17:07
SHEET 1
GCVC-06-08A
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
Texas
Geotechnical
Sand
Search
Galveston
County
Texas
Alpine
Ocean
Seismic
Survey,
Inc.
SAJ
FORM
1836
22.1
Ft.
8. TOTAL DEPTH OF BORING
CONTRACTOR FILE NO.
REMARKS
Boring
Designation
%
REC.
LEGEND
OF 1 SHEETS
0
5
10
15
20
25
7. DEPTH DRILLED INTO ROCK
COMPLETED
AUTO HAMMER
MANUAL HAMMER
3. DRILLING AGENCY
X = 3,332,416 Y = 13,689,926
6. THICKNESS OF OVERBURDEN
0.0
10-07-06
17:05
1. PROJECT
0.0 Ft.
2. BORING DESIGNATION
VERTICAL
4. NAME OF DRILLER
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
1.00
0.50
1.00
35
0.24
0.24
0.03
0.03
0.71
0.50
25
0.21
0.21
0.04
0.05
0.31
0.00
18
0.16
0.16
0.03
0.03
1.41
-0.50
14
0.13
0.13
3/4"
0.05
0.29
17.09
16.14
0.13
3.00
120
1.89
1.80
1.11
1.05
0.18
2.50
80
0.07
0.75
0.07
0.27
0.25
2.00
60
0.49
0.48
0.18
0.17
0.35
1.50
45
0.31
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
0.04
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
0.09
0.09
0.01
0.01
2.83
-1.50
7
0.08
0.08
0.00
3.5
4.00
-2.50
5
0.08
0.08
0.00
0.00
4.76
-2.25
4
0.08
0.08
0.08
0.08
170
0.00
0.06
Project
Name:
Texas
Geotechnical
Sand
Search
Sample
Name:
GCVC-06-08A
#1
Analysis
Date:
10-18-06
Analyzed
By:
ST
1.13
94.42
Phi
84
2.91
Phi
75
3.05
Phi
50
3.23
Phi
25
3.42
Phi
16
3.49
Phi
5
3.91
Mean
Phi
3.17
17.94
#200
-
6.29
#230
-
4.24
Munsell:
Northing (ft):
-32.5
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
0.11
Phi
95
2.59
91.63
Coordinate System:
Sieve Loss (%):
Pan Retained (g):
Wash Weight (g):
Organics (%):
Carbonates (%):
Sorting
0.39
93.71
Kurtosis
71.59
Grams
Retained
Sieve
Size
(Millimeters)
Sieve
Size
(Phi)
95.76
90.44
2.05
1.94
0.06
Cum. Grams
Retained
230
C.
%
Weight
Retained
88.50
8.55
8.07
0.07
3.75
200
85.16
80.43
66.18
62.49
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
18.98
3,332,416
Granularmetric
Report
Texas
South
Central
13,689,926
% Weight
Retained
Wet - 5Y-5/1
Dry
-
5Y-5/1
Washed
-
5Y-6/2
Skewness
-5.66
Sieve
Number
Dry Weight (g):
Comments:
USCS:
Elevation (ft):
SP-SM
10
5
100
5
1
5
0.1
0.001
10
0.01