GCVC-06-24.xls

Granularmetric Report
Granularmetric Report

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INSTALLATION

DRILLING LOG

MLLW

LOCATION COORDINATES

17. TOTAL RECOVERY FOR BORING

FLORIDA DEP ROSS GALVESTON_VIBRACORES_2006.GPJ FL DEP ROSS.GDT 12/14/06

SAND,

fine

grained,

quartz,

trace

shell

hash,

trace

silt,

trace

whole

shell,

0.5"

clay

layer

2.5';

1.0"

silt

layer

3.1';

whole

(1.0"x1.0"),

gray

(5Y-5/1),

(SP-SM).

VERTICAL

INCLINED

15. DATE BORING

14. ELEVATION GROUND WATER

18. SIGNATURE AND TITLE OF INSPECTOR

UNDISTURBED (UD)

DISTURBED

10. COORDINATE SYSTEM/DATUM

DIVISION

12.4

Ft.

Texas

South

Central

NAD

1983

11. MANUFACTURER'S DESIGNATION OF DRILL

12.4

16. ELEVATION TOP OF BORING

-24.2

-22.9

-20.0

8.9

7.6

4.7

End

Boring

SAND,

fine

grained,

quartz,

trace

shell

hash,

3.5"

shell

hash

layer

9.2';

some

shell

hash

from

8.9'

9.1',

gray

(5Y-5/1),

(SP).

CLAY,

trace

sand,

trace

shell

fragments,

trace

shell

hash,

soft

stiff;

shell

fragments

0.5";

2.5"

sand

layer

8.1'

and

8.6',

gray

(5Y-5/1),

(CL).

SAND,

quartz,

little

silt,

trace

clay,

trace

shell

fragments,

trace

shell

hash,

shell

fragments

0.5";

(1.0"x1.0")

rock

6.2';

1.0"

clay

layer

5.5';

little

shell

hash

from

4.7'

5.4'

and

7.0'

7.6',

gray

(5Y-5/1),

(SM).

STARTED

10-10-06

12:18

-15.3

Ft.

-27.7

Sample

#2,

Depth

6.0'

Mean

(mm):

0.22,

Phi

Sorting:

1.71

Shell

Hash:

5%,

Fines

(230):

21.91%

(SM)

Sample

#1,

Depth

1.0'

Mean

(mm):

0.14,

Phi

Sorting:

0.74

Shell

Hash:

1%,

Fines

(230):

3.27%

(SP-SM)

3.0 In.

GCVC-06-24

DEPTH

(ft)

ELEV.

(ft)

CLASSIFICATION OF MATERIALS

Depths and elevations based on measured values

JUN

MODIFIED

FOR

THE

FLORIDA

DEP

JUN

BOX OR

SAMPLE

OF 1 SHEETS

Alpine

Ocean

Seismic

Survey,

Inc.

12.4

Ft.

8. TOTAL DEPTH OF BORING

7. DEPTH DRILLED INTO ROCK

0.0 Ft.

REMARKS

Boring

Designation

REC.

LEGEND

SHEET 1

SAJ

FORM

1836

CONTRACTOR FILE NO.

COMPLETED

X = 3,330,146 Y = 13,689,682

AUTO HAMMER

MANUAL HAMMER

Texas

Geotechnical

Sand

Galveston

County

Texas

GCVC-06-24

5. DIRECTION OF BORING

6. THICKNESS OF OVERBURDEN

0.0

10-10-06

12:11

1. PROJECT

0.0 Ft.

2. BORING DESIGNATION

12. TOTAL SAMPLES

BEARING

DEG. FROM

VERTICAL

13. TOTAL NUMBER CORE BOXES

4. NAME OF DRILLER

HORIZONTAL

3. DRILLING AGENCY

9. SIZE AND TYPE OF BIT

Charles

Dill

1.00

0.50

1.00

2.19

2.14

0.29

0.28

0.71

0.50

1.90

1.86

0.45

0.26

2.37

0.00

1.63

1.60

0.38

0.37

1.41

-0.50

1.25

1.23

3/4"

0.27

0.50

37.00

36.24

0.13

3.00

120

12.98

12.72

9.84

9.64

0.18

2.50

0.23

3.08

0.23

0.49

0.25

2.00

2.64

2.59

0.22

0.35

1.50

2.42

2.00

3.14

0.00

8.00

-3.00

5/16"

0.00

11.31

0.46

7/16"

5.66

0.00

16.00

-4.00

5/8"

0.00

19.03

-4.25

-3.50

-2.00

-1.00

0.79

0.78

0.36

0.35

2.83

-1.50

0.43

0.23

3.5

4.00

-2.50

0.20

4.76

-2.25

0.00

170

0.23

0.16

Project

Name:

Texas

Geotechnical

Sand

Sample

Name:

GCVC-06-24

Analysis

Date:

10-16-06

Analyzed

By:

0.37

97.95

Phi

2.54

Phi

2.66

Phi

3.00

Phi

3.32

Phi

3.43

Phi

3.75

Mean

Phi

2.87

48.96

#200

5.01

#230

3.27

Munsell:

Northing (ft):

-16.3

MLLW

GRANULARMETRIC REPORT GALVESTON_VIBRACORES_2006.GPJ FL DEP ROSS.GDT 12/14/06

Shell Hash (%):

Fines (%):

Moment

Statistics

Depths

and

elevations

based

measured

values

Easting (ft):

Mean

0.14

Phi

2.09

95.28

Coordinate System:

Sieve Loss (%):

Pan Retained (g):

Wash Weight (g):

Organics (%):

Carbonates (%):

Sorting

0.74

94.99

Kurtosis

24.07

Grams

Retained

Sieve

Size

(Millimeters)

Sieve

Size

(Phi)

96.73

94.75

1.74

1.70

0.06

Cum. Grams

Retained

230

Weight

Retained

93.05

5.44

5.33

0.07

3.75

200

89.55

87.72

39.57

38.76

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

49.98

3,330,146

Granularmetric

Report

Texas

South

Central

13,689,682

% Weight

Retained

Wet - 5Y-5/1

Dry

5Y-6/1

Washed

2.5Y-6/2

Skewness

-3.95

Sieve

Number

Dry Weight (g):

Comments:

USCS:

Elevation (ft):

SP-SM

1.00

0.50

1.00

12.77

11.50

1.29

1.16

0.71

0.50

11.48

10.34

1.82

1.57

12.26

0.00

9.74

8.77

2.41

2.17

1.41

-0.50

7.33

6.60

3/4"

1.74

0.33

19.61

17.65

0.13

3.00

120

25.46

22.93

10.98

9.88

0.18

2.50

0.76

13.05

0.84

0.30

0.25

2.00

14.15

12.75

0.54

0.49

0.35

1.50

13.61

2.00

14.48

0.00

0.99

0.89

0.00

8.00

-3.00

5/16"

0.99

0.89

0.99

0.89

11.31

2.02

7/16"

5.66

0.00

16.00

-4.00

5/8"

0.00

19.03

-4.25

-3.50

-2.00

-1.00

5.31

4.78

1.73

1.56

2.83

-1.50

3.58

3.22

0.92

3.5

4.00

-2.50

2.66

2.39

0.87

0.78

4.76

-2.25

1.79

1.61

0.80

0.72

170

0.83

0.06

Project

Name:

Texas

Geotechnical

Sand

Sample

Name:

GCVC-06-24

Analysis

Date:

10-16-06

Analyzed

By:

0.51

90.02

Phi

2.07

Phi

2.48

Phi

3.09

Phi

3.64

Phi

Mean

Phi

2.21

40.58

#200

23.49

#230

21.91

Munsell:

Northing (ft):

-21.3

MLLW

GRANULARMETRIC REPORT GALVESTON_VIBRACORES_2006.GPJ FL DEP ROSS.GDT 12/14/06

Shell Hash (%):

Fines (%):

Moment

Statistics

Depths

and

elevations

based

measured

values

Easting (ft):

Mean

0.22

Phi

-1.59

70.86

Coordinate System:

Sieve Loss (%):

Pan Retained (g):

Wash Weight (g):

Organics (%):

Carbonates (%):

Sorting

1.71

76.51

Kurtosis

5.25

Grams

Retained

Sieve

Size

(Millimeters)

Sieve

Size

(Phi)

78.09

70.30

1.58

1.42

0.06

Cum. Grams

Retained

230

Weight

Retained

68.88

3.40

3.06

0.07

3.75

200

73.11

65.82

28.04

25.24

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

45.07

3,330,146

Granularmetric

Report

Texas

South

Central

13,689,682

% Weight

Retained

Wet - 5Y-5/1

Dry

5Y-5/1

Washed

5Y-6/1

Skewness

-1.82

Sieve

Number

Dry Weight (g):

Comments:

USCS:

Elevation (ft):

100

0.001

0.01

0.1

100

-4.25

3/4

-4

5/8

-2.25

-2

230

3.5

170

Depths

and

elevations

based

measured

values

Comments:

0.74

2.87

Silt

and

Clay

Gravel

Sample