GCVC-06-20.xls

Granularmetric Report
Granularmetric Report
Granularmetric Report

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16. ELEVATION TOP OF BORING

18. SIGNATURE AND TITLE OF INSPECTOR

MLLW

LOCATION COORDINATES

17. TOTAL RECOVERY FOR BORING

INSTALLATION

DIVISION

STARTED

10-08-06

15:26

-14.0

Ft.

UNDISTURBED (UD)

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

11. MANUFACTURER'S DESIGNATION OF DRILL

SAND,

fine

grained,

quartz,

trace

shell

hash,

trace

silt,

(0.5"x

0.5")

shell

fragments

0.8';

3.0"

shell

hash

pocket

1.2',

gray

(5Y-5/1),

(SP).

19.7

Ft.

Texas

South

Central

NAD

1983

DRILLING LOG

3.5

19.8

19.7

17.9

3.0 In.

5.9

End

Boring

Recovery.

CLAY,

stiff,

black

(5Y-2.5/1),

(CL).

CLAY,

stiff

soft;

dark

yellowish

brown

(10YR-4/6)

dark

gray

(5Y-4/1),

(CL).

SAND,

fine

grained,

quartz,

trace

shell

hash,

trace

silt,

gray

(5Y-5/1),

(SP-SM).

Shelly

SAND,

fine

grained,

trace

silt,

(1.0"x

2.0")

shells

4.3',

4.8'

and

5.7';

(1.0"x

1.0")

shell

5.0';

(3.0"x

1.0")

shell

5.1',

gray

(5Y-6/1),

(SW).

8.8

DISTURBED

Sample

#2,

Depth

7.5'

Mean

(mm):

0.11,

Phi

Sorting:

0.26

Shell

Hash:

0%,

Fines

(230):

3.28%

(SP-SM)

Sample

#3,

Depth

4.5'

Mean

(mm):

1.40,

Phi

Sorting:

2.91

Shell

Hash:

50%,

Fines

(230):

1.57%

(SW)

-33.8

-33.7

-31.9

-22.8

-19.9

-17.5

Sample

#1,

Depth

2.0'

Mean

(mm):

0.12,

Phi

Sorting:

0.44

Shell

Hash:

0%,

Fines

(230):

4.93%

(SP)

ELEV.

(ft)

CLASSIFICATION OF MATERIALS

Depths and elevations based on measured values

JUN

MODIFIED

FOR

THE

FLORIDA

DEP

JUN

BOX OR

SAMPLE

Alpine

Ocean

Seismic

Survey,

Inc.

GCVC-06-20

SHEET 1

19.8

Ft.

8. TOTAL DEPTH OF BORING

7. DEPTH DRILLED INTO ROCK

CONTRACTOR FILE NO.

10. COORDINATE SYSTEM/DATUM

6. THICKNESS OF OVERBURDEN

14. ELEVATION GROUND WATER

REMARKS

Boring

Designation

REC.

LEGEND

DEPTH

(ft)

0.0

SAJ

FORM

1836

OF 1 SHEETS

X = 3,212,267 Y = 13,594,924

0.0 Ft.

COMPLETED

AUTO HAMMER

MANUAL HAMMER

Texas

Geotechnical

Sand

Galveston

County

Texas

GCVC-06-20

13. TOTAL NUMBER CORE BOXES

10-08-06

15:24

1. PROJECT

0.0 Ft.

2. BORING DESIGNATION

3. DRILLING AGENCY

4. NAME OF DRILLER

5. DIRECTION OF BORING

DEG. FROM

VERTICAL

INCLINED

12. TOTAL SAMPLES

9. SIZE AND TYPE OF BIT

Charles

Dill

HORIZONTAL

VERTICAL

15. DATE BORING

BEARING

1.00

0.50

1.00

0.51

0.46

0.11

0.10

0.71

0.50

0.40

0.36

0.07

0.10

0.57

0.00

0.29

0.26

0.10

0.09

1.41

-0.50

0.19

0.17

3/4"

0.11

0.27

20.62

18.76

0.13

3.00

120

4.23

3.85

3.20

2.91

0.18

2.50

0.11

0.94

0.12

0.25

2.00

0.76

0.69

0.13

0.12

0.35

1.50

0.63

2.00

1.03

0.00

8.00

-3.00

5/16"

0.00

11.31

0.08

7/16"

5.66

0.00

16.00

-4.00

5/8"

0.00

19.03

-4.25

-3.50

-2.00

-1.00

0.11

0.10

0.01

2.83

-1.50

0.10

0.09

0.02

3.5

4.00

-2.50

0.08

0.07

0.00

4.76

-2.25

0.08

0.07

0.08

0.07

170

0.02

0.15

Project

Name:

Texas

Geotechnical

Sand

Sample

Name:

GCVC-06-20

Analysis

Date:

10-21-06

Analyzed

By:

1.19

90.96

Phi

2.79

Phi

3.00

Phi

3.20

Phi

3.39

Phi

3.46

Phi

3.99

Mean

Phi

3.1

22.61

#200

4.93

#230

4.93

Munsell:

Northing (ft):

-16.0

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

0.12

Phi

2.52

87.82

Coordinate System:

Sieve Loss (%):

Pan Retained (g):

Wash Weight (g):

Organics (%):

Carbonates (%):

Sorting

0.44

95.07

Kurtosis

55.71

Grams

Retained

Sieve

Size

(Millimeters)

Sieve

Size

(Phi)

95.07

86.49

0.00

0.06

Cum. Grams

Retained

230

Weight

Retained

86.49

5.90

5.37

0.07

3.75

200

89.17

81.12

64.32

58.51

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

24.85

3,212,267

Granularmetric

Report

Texas

South

Central

13,594,924

% Weight

Retained

Wet - 5Y-5/1

Dry

5Y-6/1

Washed

5Y-6/2

Skewness

-5.49

Sieve

Number

Dry Weight (g):

Comments:

USCS:

Elevation (ft):

53.19

55.62

1.05

0.99

0.71

0.50

58.09

54.63

1.53

1.44

1.00

0.00

47.83

56.56

1.00

2.56

2.41

1.41

-0.50

54.00

50.78

3.14

2.95

2.00

-1.00

0.13

120

63.47

59.69

3.08

2.90

0.18

2.50

60.39

56.79

0.31

0.29

59.14

1.50

6.89

0.50

0.60

0.64

56.22

0.25

2.00

0.35

0.28

0.30

56.50

60.08

59.78

5/8"

5/16"

16.49

15.51

12.83

12.07

11.31

-3.50

7/16"

3.66

3.44

0.00

50.86

-4.00

12.08

3.66

3.44

3.66

3.44

19.03

-4.25

3/4"

0.00

26.91

-4.75

16.00

4.76

6.48

2.83

-1.50

43.97

41.35

2.39

2.25

4.00

-2.00

41.58

39.10

-3.00

8.72

15.86

12.85

27.59

29.34

3.5

2.97

5.66

2.79

9.27

36.31

38.61

-2.25

8.00

-2.50

Munsell:

0.32

94.04

Phi

-3.53

Phi

-3.17

Phi

-1.56

Phi

2.84

Phi

3.11

Phi

3.45

Mean

Phi

-0.49

Sorting

2.91

0.00

Easting (ft):

Northing (ft):

-18.5

MLLW

Kurtosis

1.31

3.00

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

Shell Hash (%):

Fines (%):

Moment

Statistics

Project

Name:

Texas

Geotechnical

Sand

Sample

Name:

GCVC-06-20

Analysis

Date:

10-30-06

Analyzed

By:

Pan Retained (g):

#200

1.74

#230

1.57

Organics (%):

Wash Weight (g):

Sieve Loss (%):

Coordinate System:

92.88

Phi

-4.17

Mean

1.40

Depths

and

elevations

based

measured

values

Carbonates (%):

1.55

Sieve

Size

(Phi)

98.43

92.56

0.17

0.16

0.06

4.00

230

98.26

Skewness

0.21

1.65

% Weight

Retained

0.07

3.75

200

96.61

90.85

16.27

15.30

0.09

3.50

170

80.34

75.55

16.87

92.40

3,212,267

Granularmetric

Report

Texas

South

Central

13,594,924

Wet - 5Y-6/1

Dry

5Y-6/2

Washed

5Y-6/2

Sieve

Size

(Millimeters)

Dry Weight (g):

Coastal

Planning

Engineering

2481 NW Boca Raton Blvd, Boca Raton

FL 33431

ph (561) 391-8102

fax

(561)

391-9116

Cum. Grams

Retained

Weight

Retained

Elevation (ft):

Comments:

Sieve

Number

Grams

Retained

USCS:

1.00

0.50

1.00

0.01

0.71

0.50

0.00

0.01

0.00

1.41

-0.50

0.00

3/4"

0.00

0.04

13.67

12.44

0.13

3.00

120

0.66

0.61

0.59

0.54

0.18

2.50

0.00

0.07

0.00

0.04

0.25

2.00

0.03

0.02

0.35

1.50

0.01

2.00

0.07

0.00

8.00

-3.00

5/16"

0.00

11.31

0.00

7/16"

5.66

0.00

16.00

-4.00

5/8"

0.00

19.03

-4.25

-3.50

-2.00

-1.00

0.00

2.83

-1.50

0.00

3.5

4.00

-2.50

0.00

4.76

-2.25

0.00

170

0.00

0.09

Project

Name:

Texas

Geotechnical

Sand

Sample

Name:

GCVC-06-20

Analysis

Date:

10-21-06

Analyzed

By:

0.70

90.97

Phi

3.01

Phi

3.08

Phi

3.26

Phi

3.43

Phi

3.50

Phi

3.83

Mean

Phi

3.23

13.05

#200

5.82

#230

3.28

Munsell:

Northing (ft):

-21.5

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

0.11

Phi

2.66

88.78

Coordinate System:

Sieve Loss (%):

Pan Retained (g):

Wash Weight (g):

Organics (%):

Carbonates (%):

Sorting

0.26

94.18

Kurtosis

7.33

Grams

Retained

Sieve

Size

(Millimeters)

Sieve

Size

(Phi)

96.72

88.00

2.54

2.31

0.06

Cum. Grams

Retained

230

Weight

Retained

85.69

10.09

9.18

0.07

3.75

200

84.09

76.51

69.76

63.46

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

14.33

3,212,267

Granularmetric

Report

Texas

South

Central

13,594,924

% Weight

Retained

Wet - 5Y-5/1

Dry

5Y-6/1

Washed

5Y-6/2

Skewness

-0.75

Sieve

Number

Dry Weight (g):

Comments:

USCS:

Elevation (ft):

SP-SM

100

0.1

0.001

0.01

100

-4.25

3/4

-4

5/8

-2.25

-2

230

3.5

170

Depths

and

elevations

based

measured

values

Comments:

0.44

3.1

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)

-16.0

GCVC-06-20

Sort

Kurt

Skew

Mean

Median

% Carbonates

% Organics

% Fines

USCS

-1

Medium

Coarse

Fine

Coarse

Sand

120

2.5

1.5

0.5

Sample

-0.5

Millimeters

Hydrometer

PHI Sieve Sizes

Standard Sieve Sizes

Texas

Geotechnical

Sand

10-21-06

3,212,267

13,594,924

NAD

1983

MLLW