JCVC-06-07.xls

Granularmetric Report
Granularmetric Report

Under the drawing toolbar

select "Draw", then "Snap", then "To Grid"

Paste the pictrues into A1, G1, A17, and G17

Resize the height to 3"

For the next page, paste the picture in the next cell

down from the bottom of the bottom two pictures.

There are six pages formatted this way.

Sample

#2,

Depth

12.7'

Mean

(mm):

0.15,

Phi

Sorting:

0.34

Shell

Hash:

0%,

Fines

(230):

2.33%

(SP)

-25.9

Ft.

3.0 In.

10-09-06

16:35

Sample

#1,

Depth

4.0'

Mean

(mm):

0.13,

Phi

Sorting:

0.55

Shell

Hash:

0%,

Fines

(230):

10.35%

(SM)

-44.5

-41.3

-30.5

-27.3

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

LOCATION COORDINATES

MLLW

-25.9

17. TOTAL RECOVERY FOR BORING

16. ELEVATION TOP OF BORING

INSTALLATION

DIVISION

STARTED

MODIFIED

FOR

THE

FLORIDA

DEP

SAJ

FORM

1836

OF 1 SHEETS

SHEET 1

JCVC-06-07

DEPTH

(ft)

ELEV.

(ft)

JUN

BOX OR

SAMPLE

Alpine

Ocean

Seismic

Survey,

Inc.

18.6

Ft.

CLASSIFICATION OF MATERIALS

Depths and elevations based on measured values

End

Boring

18.6

15.4

4.6

1.4

Recovery.

SAND,

fine

grained,

quartz,

trace

shell

hash,

trace

silt,

3.0"

clay

layer

10.3',

gray

(5Y-5/1),

(SP).

SAND,

fine

grained,

quartz,

some

clay,

little

silt,

1.0"

clay

layer

3.4',

gray

(5Y-5/1),

(SM).

CLAY,

little

silt,

soft,

3.0"

sand

layer

0.3",

gray

(5Y-5/1),

(CL).

HORIZONTAL

0.0 Ft.

2. BORING DESIGNATION

3. DRILLING AGENCY

4. NAME OF DRILLER

5. DIRECTION OF BORING

DEG. FROM

BEARING

VERTICAL

13. TOTAL NUMBER CORE BOXES

12. TOTAL SAMPLES

Charles

Dill

1. PROJECT

VERTICAL

9. SIZE AND TYPE OF BIT

7. DEPTH DRILLED INTO ROCK

REMARKS

Boring

Designation

REC.

LEGEND

8. TOTAL DEPTH OF BORING

COMPLETED

CONTRACTOR FILE NO.

X = 3,479,152 Y = 13,788,996

6. THICKNESS OF OVERBURDEN

0.0

10-09-06

16:31

18. SIGNATURE AND TITLE OF INSPECTOR

UNDISTURBED (UD)

DISTURBED

11. MANUFACTURER'S DESIGNATION OF DRILL

10. COORDINATE SYSTEM/DATUM

15.4

Ft.

Texas

South

Central

15. DATE BORING

VERTICAL

INCLINED

NAD

1983

14. ELEVATION GROUND WATER

DRILLING LOG

AUTO HAMMER

MANUAL HAMMER

0.0 Ft.

JCVC-06-07

Texas

Geotechnical

Sand

Jefferson

County

Texas

1.00

0.50

1.00

0.00

0.71

0.50

0.00

1.41

-0.50

0.00

3/4"

0.00

3.82

23.66

22.74

0.13

3.00

120

23.23

22.33

19.41

18.66

0.18

2.50

0.00

3.67

0.00

3.67

0.25

2.00

0.00

0.35

1.50

0.00

2.00

3.82

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

0.17

Project

Name:

Texas

Geotechnical

Sand

Sample

Name:

JCVC-06-07

Analysis

Date:

10-17-06

Analyzed

By:

3.13

96.12

Phi

2.31

Phi

2.54

Phi

3.06

Phi

3.51

Phi

3.72

Phi

Mean

Phi

2.91

45.07

#200

14.62

#230

10.35

Munsell:

Northing (ft):

-29.9

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

2.03

89.45

Coordinate System:

Sieve Loss (%):

Pan Retained (g):

Wash Weight (g):

Organics (%):

Carbonates (%):

Sorting

0.55

85.38

Kurtosis

2.17

Grams

Retained

Sieve

Size

(Millimeters)

Sieve

Size

(Phi)

89.65

86.16

4.27

4.10

0.06

Cum. Grams

Retained

230

Weight

Retained

82.06

10.74

10.32

0.07

3.75

200

74.64

71.74

27.75

26.67

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

46.89

3,479,152

Granularmetric

Report

Texas

South

Central

13,788,996

% Weight

Retained

Wet - 5Y-5/1

Dry

5Y-5/1

Washed

5Y-5/1

Skewness

-0.2

Sieve

Number

Dry Weight (g):

Comments:

USCS:

Elevation (ft):

1.00

0.50

1.00

0.00

0.71

0.50

0.00

1.41

-0.50

0.00

3/4"

0.00

0.36

58.87

54.28

0.13

3.00

120

21.26

19.60

20.88

19.25

0.18

2.50

0.00

0.35

0.00

0.33

0.25

2.00

0.02

0.35

1.50

0.00

2.00

0.38

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

0.17

Project

Name:

Texas

Geotechnical

Sand

Sample

Name:

JCVC-06-07

Analysis

Date:

10-17-06

Analyzed

By:

0.30

92.20

Phi

2.37

Phi

2.53

Phi

2.74

Phi

2.96

Phi

3.12

Phi

3.47

Mean

Phi

2.74

73.88

#200

2.79

#230

2.33

Munsell:

Northing (ft):

-38.6

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

0.15

Phi

2.11

90.51

Coordinate System:

Sieve Loss (%):

Pan Retained (g):

Wash Weight (g):

Organics (%):

Carbonates (%):

Sorting

0.34

97.21

Kurtosis

3.39

Grams

Retained

Sieve

Size

(Millimeters)

Sieve

Size

(Phi)

97.67

90.05

0.46

0.42

0.06

Cum. Grams

Retained

230

Weight

Retained

89.63

1.38

1.27

0.07

3.75

200

95.83

88.36

15.70

14.48

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

80.13

3,479,152

Granularmetric

Report

Texas

South

Central

13,788,996

% Weight

Retained

Wet - 5Y-5/1

Dry

5Y-5/1

Washed

5Y-5/1

Skewness

0.25

Sieve

Number

Dry Weight (g):

Comments:

USCS:

Elevation (ft):

0.1

100

0.01

0.001

100

-4.25

3/4

-4

5/8

-2.25

-2

230

3.5

170

Sample

Information

3.75

200

0.55

2.91

Silt

and

Clay

Texas

Geotechnical

Sand

10-17-06

3,479,152

13,788,996

NAD

1983

MLLW

Depths

and

elevations

based

measured

values

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