JCVC-06-05.xls

Granularmetric Report
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Granularmetric Report
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MLLW

15. DATE BORING

LOCATION COORDINATES

17. TOTAL RECOVERY FOR BORING

16. ELEVATION TOP OF BORING

INSTALLATION

DIVISION

STARTED

FLORIDA DEP ROSS JEFFERSON_VIBRACORES_2006_1-8.GPJ FL DEP ROSS.GDT 12/14/06

18. SIGNATURE AND TITLE OF INSPECTOR

CLAY,

some

silt,

soft,

olive

(5Y-4/3),

(CL).

DISTURBED

11. MANUFACTURER'S DESIGNATION OF DRILL

10. COORDINATE SYSTEM/DATUM

18.3

Ft.

Texas

South

Central

DRILLING LOG

NAD

1983

-24.8

Ft.

10.6

10-09-06

15:30

-29.2

18.3

-35.4

4.4

0.5

End

Boring

Recovery.

SAND,

fine

grained,

trace

silt,

2.0"

clay

layer

14.3';

3.0"

clay

layer

15.4',

gray

(5Y-5/1),

(SP-SM).

SAND,

fine

grained,

trace

clayey

silt,

2.0"

silty

clay

layers

6.4'

and

7.6';

1.0"

silty

clay

layers

5.8'

and

7.2';

color

changes

from

olive

gray

(5y

4/2)

olive

(5Y

4/3),

(SP-SM).

SAND,

fine

grained,

little

clay,

little

silt,

1.0"

brown

clay

layers

2.0'

and

3.3',

olive

(5Y-4/3),

(SM).

18.4

14. ELEVATION GROUND WATER

3.0 In.

-25.3

-24.8

Sample

#4,

Depth

13.0'

Mean

(mm):

0.13,

Phi

Sorting:

0.37

Shell

Hash:

0%,

Fines

(230):

7.36%

(SP-SM)

Sample

#3,

Depth

9.0'

Mean

(mm):

0.18,

Phi

Sorting:

0.49

Shell

Hash:

0%,

Fines

(230):

3.95%

(SP-SM)

Sample

#2,

Depth

4.5'

Mean

(mm):

0.21,

Phi

Sorting:

0.44

Shell

Hash:

0%,

Fines

(230):

6.79%

(SP-SM)

Sample

#1,

Depth

1.5'

Mean

(mm):

0.14,

Phi

Sorting:

0.46

Shell

Hash:

0%,

Fines

(230):

16.64%

(SM)

-43.2

-43.1

DEPTH

(ft)

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.

0.0

OF 1 SHEETS

18.4

Ft.

8. TOTAL DEPTH OF BORING

7. DEPTH DRILLED INTO ROCK

CONTRACTOR FILE NO.

UNDISTURBED (UD)

X = 3,478,435 Y = 13,788,487

VERTICAL

INCLINED

REMARKS

Boring

Designation

REC.

LEGEND

JCVC-06-05

SHEET 1

SAJ

FORM

1836

6. THICKNESS OF OVERBURDEN

COMPLETED

AUTO HAMMER

MANUAL HAMMER

Texas

Geotechnical

Sand

Jefferson

County

Texas

JCVC-06-05

0.0 Ft.

BEARING

5. DIRECTION OF BORING

4. NAME OF DRILLER

3. DRILLING AGENCY

2. BORING DESIGNATION

13. TOTAL NUMBER CORE BOXES

0.0 Ft.

12. TOTAL SAMPLES

1. PROJECT

10-09-06

15:25

DEG. FROM

VERTICAL

HORIZONTAL

Charles

Dill

9. SIZE AND TYPE OF BIT

1.00

0.50

1.00

0.18

0.02

0.71

0.50

0.16

0.10

0.05

0.19

0.00

0.11

0.01

1.41

-0.50

0.10

3/4"

0.05

0.97

46.19

44.29

0.13

3.00

120

16.97

16.28

15.78

15.13

0.18

2.50

0.01

1.15

0.01

0.93

0.25

2.00

0.22

0.03

0.35

1.50

0.19

2.00

1.19

0.00

8.00

-3.00

5/16"

0.00

11.31

0.10

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

Project

Name:

Texas

Geotechnical

Sand

Sample

Name:

JCVC-06-05

Analysis

Date:

10-17-06

Analyzed

By:

0.89

95.89

Phi

2.47

Phi

2.59

Phi

2.86

Phi

3.47

Phi

Mean

Phi

2.8

60.57

#200

19.69

#230

16.64

Munsell:

Northing (ft):

-26.3

MLLW

GRANULARMETRIC REPORT JEFFERSON_VIBRACORES_2006_1-8.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

2.12

80.82

Coordinate System:

Sieve Loss (%):

Pan Retained (g):

Wash Weight (g):

Organics (%):

Carbonates (%):

Sorting

0.46

80.31

Kurtosis

11.89

Grams

Retained

Sieve

Size

(Millimeters)

Sieve

Size

(Phi)

83.36

79.93

3.05

2.92

0.06

Cum. Grams

Retained

230

Weight

Retained

77.01

4.59

4.40

0.07

3.75

200

75.72

72.61

12.56

12.04

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

63.16

3,478,435

Granularmetric

Report

Texas

South

Central

13,788,487

% Weight

Retained

Wet - 5Y-4/3

Dry

2.5Y-6/4

Washed

2.5Y-6/3

Skewness

-0.69

Sieve

Number

Dry Weight (g):

Comments:

USCS:

Elevation (ft):

1.00

0.50

1.00

0.01

0.71

0.50

0.00

0.02

0.00

1.41

-0.50

0.00

3/4"

0.00

29.55

10.01

10.21

0.13

3.00

120

77.23

78.76

47.53

48.47

0.18

2.50

0.01

30.29

0.01

30.14

0.25

2.00

0.15

0.13

0.35

1.50

0.02

2.00

29.70

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

0.16

Project

Name:

Texas

Geotechnical

Sand

Sample

Name:

JCVC-06-05

Analysis

Date:

10-17-06

Analyzed

By:

0.14

101.98

Phi

1.77

Phi

1.92

Phi

2.21

Phi

2.48

Phi

2.84

Phi

Mean

Phi

2.22

88.97

#200

7.50

#230

6.79

Munsell:

Northing (ft):

-29.3

MLLW

GRANULARMETRIC REPORT JEFFERSON_VIBRACORES_2006_1-8.GPJ FL DEP ROSS.GDT 12/14/06

Shell Hash (%):

Fines (%):

Moment

Statistics

Depths

and

elevations

based

measured

values

Easting (ft):

Mean

0.21

Phi

1.58

95.36

Coordinate System:

Sieve Loss (%):

Pan Retained (g):

Wash Weight (g):

Organics (%):

Carbonates (%):

Sorting

0.44

92.50

Kurtosis

4.87

Grams

Retained

Sieve

Size

(Millimeters)

Sieve

Size

(Phi)

93.21

95.06

0.71

0.72

0.06

Cum. Grams

Retained

230

Weight

Retained

94.34

1.28

1.31

0.07

3.75

200

91.22

93.03

3.98

4.06

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

87.24

3,478,435

Granularmetric

Report

Texas

South

Central

13,788,487

% Weight

Retained

Wet - 5Y-4/2

Dry

2.5Y-6/4

Washed

2.5Y-6/2

Skewness

1.17

Sieve

Number

Dry Weight (g):

Comments:

USCS:

Elevation (ft):

SP-SM

1.00

0.50

1.00

0.00

0.71

0.50

0.00

0.03

0.00

1.41

-0.50

0.00

3/4"

0.00

12.15

23.73

23.18

0.13

3.00

120

57.87

56.53

45.50

44.44

0.18

2.50

0.03

12.09

0.03

11.87

0.25

2.00

0.22

0.19

0.35

1.50

0.03

2.00

12.37

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

0.11

Project

Name:

Texas

Geotechnical

Sand

Sample

Name:

JCVC-06-05

Analysis

Date:

10-17-06

Analyzed

By:

0.36

97.67

Phi

2.04

Phi

2.14

Phi

2.41

Phi

2.86

Phi

3.11

Phi

3.78

Mean

Phi

2.48

79.71

#200

5.13

#230

3.95

Munsell:

Northing (ft):

-33.8

MLLW

GRANULARMETRIC REPORT JEFFERSON_VIBRACORES_2006_1-8.GPJ FL DEP ROSS.GDT 12/14/06

Shell Hash (%):

Fines (%):

Moment

Statistics

Depths

and

elevations

based

measured

values

Easting (ft):

Mean

0.18

Phi

1.70

94.29

Coordinate System:

Sieve Loss (%):

Pan Retained (g):

Wash Weight (g):

Organics (%):

Carbonates (%):

Sorting

0.49

94.87

Kurtosis

3.12

Grams

Retained

Sieve

Size

(Millimeters)

Sieve

Size

(Phi)

96.05

93.82

1.18

1.15

0.06

Cum. Grams

Retained

230

Weight

Retained

92.67

2.54

2.48

0.07

3.75

200

92.33

90.19

10.73

10.48

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

81.60

3,478,435

Granularmetric

Report

Texas

South

Central

13,788,487

% Weight

Retained

Wet - 5Y-4/2

Dry

5Y-5/2

Washed

5Y-5/1

Skewness

0.61

Sieve

Number

Dry Weight (g):

Comments:

USCS:

Elevation (ft):

SP-SM

0.00

4.00

-2.00

0.00

4.76

-2.25

0.00

5.66

-2.50

3.5

0.00

8.00

-3.00

5/16"

0.00

0.16

47.02

44.58

0.13

3.00

120

5.53

5.24

5.32

5.04

0.18

2.50

0.00

0.20

0.00

0.15

0.25

0.00

2.00

-1.00

0.00

2.83

-1.50

0.00

0.21

0.00

0.01

0.50

1.00

0.02

0.71

0.50

0.00

0.03

1.00

0.00

1.41

-0.50

0.00

11.31

-3.50

7/16"

0.00

16.00

-4.00

5/8"

0.00

0.01

0.00

0.03

19.03

-4.25

3/4"

2.00

0.05

0.02

0.35

1.50

170

0.00

0.09

Project

Name:

Texas

Geotechnical

Sand

Sample

Name:

JCVC-06-05

Analysis

Date:

10-17-06

Analyzed

By:

0.92

94.82

Phi

2.61

Phi

2.71

Phi

2.97

Phi

3.36

Phi

3.53

Phi

Mean

Phi

2.98

49.82

#200

10.15

#230

7.36

Munsell:

Northing (ft):

-37.8

MLLW

GRANULARMETRIC REPORT JEFFERSON_VIBRACORES_2006_1-8.GPJ FL DEP ROSS.GDT 12/14/06

Shell Hash (%):

Fines (%):

Moment

Statistics

Depths

and

elevations

based

measured

values

Easting (ft):

Mean

0.13

Phi

2.45

88.85

Coordinate System:

Sieve Loss (%):

Pan Retained (g):

Wash Weight (g):

Organics (%):

Carbonates (%):

Sorting

0.37

89.85

Kurtosis

3.66

Grams

Retained

Sieve

Size

(Millimeters)

Sieve

Size

(Phi)

92.64

87.84

2.79

2.65

0.06

Cum. Grams

Retained

230

Weight

Retained

85.19

6.52

6.18

0.07

3.75

200

83.33

79.01

30.78

29.19

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

52.55

3,478,435

Granularmetric

Report

Texas

South

Central

13,788,487

% Weight

Retained

Wet - 5Y-5/1

Dry

5Y-5/1

Washed

2.5Y-6/2

Skewness

0.16

Sieve

Number

Dry Weight (g):

Comments:

USCS:

Elevation (ft):

SP-SM

100

0.01

0.001

100

0.1

-4.25

3/4

-4

5/8

-2.25

-2

230

3.5

170

JCVC-06-05

3.75

200

Comments:

0.46

2.8

Silt

and

Clay

Gravel

Sample

Information

Depths

and

elevations

based

measured

values

SIEVE ANALYSIS JEFFERSON_VIBRACORES_2006_1-8.GPJ FL DEP ROSS.GDT 12/14/06

Symbol

Elev.

(ft)

-26.3

Sort

Kurt

Skew

Mean

Median

% Carbonates

% Organics

% Fines

USCS

-0.5

Fine

Medium

Coarse

Fine

Coarse

Sand

120

2.5

1.5

Sample

-1

Millimeters

Hydrometer

PHI Sieve Sizes

Standard Sieve Sizes

Texas

Geotechnical

Sand

10-17-06

3,478,435

13,788,487

NAD

1983

MLLW

0.5

Coastal

Planning

Engineering

2481 NW Boca Raton Blvd, Boca Raton

FL 33431

ph (561) 391-8102

fax

(561)

391-9116

2.86

100

Percent Coarser By Weight

-1.5

-3

5/16

Percent Finer By Weight

Project

Name:

Analysis

Date:

Analyzed

By:

Easting

(X,

ft):

Northing

(Y,

ft):

Horizontal

System:

Vertical

System:

11.89

-0.69

#200 - 19.69

#230 - 16.64

.11