GCVC-06-10.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.

LOCATION COORDINATES

17. TOTAL RECOVERY FOR BORING

16. ELEVATION TOP OF BORING

INSTALLATION

DIVISION

20 Ft.

MLLW

10-07-06

18:20

-18.1

Ft.

3.0 In.

STARTED

Texas

South

Central

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

SAND,

fine

grained,

quartz,

little

shell

hash,

trace

silt,

2.0"

shell

hash

layers

1.3'

and

1.6',

gray

(5Y-5/1),

(SW-SM).

NAD

1983

DRILLING LOG

Sample

#2,

Depth

8.0'

Mean

(mm):

0.12,

Phi

Sorting:

0.85

Shell

Hash:

1%,

Fines

(230):

8.39%

(SP-SM)

20.0

19.4

14.6

6.7

5.1

4.6

3.6

1.8

End

Boring

Expansion

Material,

(CL).

CLAY,

stiff

soft;

5.0"

sand

layer

15.6',

dark

gray

(5Y-4/1),

(CL).

SAND,

fine

grained,

quartz,

trace

shell

hash,

trace

silt,

gray

(5Y-5/1),

(SP-SM).

CLAY,

trace

shell

hash,

stiff,

dark

gray

(5Y-4/1),

(CL).

SAND,

fine

grained,

quartz,

trace

shell

hash,

trace

silt,

gray

(5Y-5/1),

(SP-SM).

SHELL

FRAGMENTS,

little

clay,

little

silt,

shell

fragments

0.25"

0.5",

gray

(5Y-5/1),

(GW).

CLAY,

trace

shell

hash,

stiff,

dark

gray

(5Y-4/1),

(CL).

-23.2

Sample

#1,

Depth

0.5'

Mean

(mm):

0.16,

Phi

Sorting:

1.20

Shell

Hash:

1%,

Fines

(230):

8.72%

(SW-SM)

-38.1

-37.5

-24.8

-22.7

-21.7

-19.9

-32.7

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-06-10

8. TOTAL DEPTH OF BORING

7. DEPTH DRILLED INTO ROCK

CONTRACTOR FILE NO.

X = 3,330,757 Y = 13,688,675

6. THICKNESS OF OVERBURDEN

19.4

Ft.

REMARKS

Boring

Designation

REC.

LEGEND

DEPTH

(ft)

SAJ

FORM

1836

OF 1 SHEETS

SHEET 1

AUTO HAMMER

MANUAL HAMMER

Texas

Geotechnical

Sand

Galveston

County

Texas

COMPLETED

0.0

10. COORDINATE SYSTEM/DATUM

11. MANUFACTURER'S DESIGNATION OF DRILL

DISTURBED

UNDISTURBED (UD)

18. SIGNATURE AND TITLE OF INSPECTOR

14. ELEVATION GROUND WATER

VERTICAL

INCLINED

0.0 Ft.

GCVC-06-10

15. DATE BORING

3. DRILLING AGENCY

9. SIZE AND TYPE OF BIT

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

DEG. FROM

VERTICAL

BEARING

HORIZONTAL

4. NAME OF DRILLER

VERTICAL

2. BORING DESIGNATION

0.0 Ft.

1. PROJECT

5. DIRECTION OF BORING

Charles

Dill

10-07-06

18:18

1.00

0.50

1.00

6.25

5.82

0.68

0.63

0.71

0.50

5.57

5.19

0.72

0.65

6.31

0.00

4.87

4.54

0.92

0.86

1.41

-0.50

3.95

3.68

3/4"

0.70

0.59

40.68

37.89

0.13

3.00

120

17.02

15.85

9.25

8.62

0.18

2.50

0.49

7.23

0.53

0.55

0.25

2.00

7.18

6.68

0.40

0.37

0.35

1.50

6.78

2.00

7.77

0.00

8.00

-3.00

5/16"

0.00

11.31

0.77

7/16"

5.66

0.00

16.00

-4.00

5/8"

0.00

19.03

-4.25

-3.50

-2.00

-1.00

3.18

2.96

0.99

0.92

2.83

-1.50

2.19

2.04

0.45

3.5

4.00

-2.50

1.74

1.62

0.20

0.19

4.76

-2.25

1.54

1.43

1.54

1.43

170

0.42

0.01

Project

Name:

Texas

Geotechnical

Sand

Sample

Name:

GCVC-06-10

Analysis

Date:

10-18-06

Analyzed

By:

0.47

93.15

Phi

2.44

Phi

2.60

Phi

2.91

Phi

3.30

Phi

3.46

Phi

Mean

Phi

2.6

53.74

#200

9.90

#230

8.72

Munsell:

Northing (ft):

-18.6

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

0.16

Phi

-0.41

85.50

Coordinate System:

Sieve Loss (%):

Pan Retained (g):

Wash Weight (g):

Organics (%):

Carbonates (%):

Sorting

1.2

90.10

Kurtosis

12.17

Grams

Retained

Sieve

Size

(Millimeters)

Sieve

Size

(Phi)

91.28

85.02

1.18

1.10

0.06

Cum. Grams

Retained

230

Weight

Retained

83.92

3.95

3.68

0.07

3.75

200

86.15

80.24

28.45

26.50

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

57.70

3,330,757

Granularmetric

Report

Texas

South

Central

13,688,675

% Weight

Retained

Wet - 5Y-5/1

Dry

5Y-6/1

Washed

5Y-6/1

Skewness

-3.03

Sieve

Number

Dry Weight (g):

Comments:

USCS:

Elevation (ft):

SW-SM

1.00

0.50

1.00

2.74

2.60

0.12

0.11

0.71

0.50

2.62

2.49

0.58

0.17

2.69

0.00

2.44

2.32

0.47

0.45

1.41

-0.50

1.97

1.87

3/4"

0.18

0.11

12.74

12.09

0.13

3.00

120

4.13

3.92

1.07

1.02

0.18

2.50

0.09

2.90

0.09

0.10

0.25

2.00

2.95

2.80

0.12

0.11

0.35

1.50

2.83

2.00

3.06

0.00

8.00

-3.00

5/16"

0.00

11.31

0.61

7/16"

5.66

0.00

16.00

-4.00

5/8"

0.00

19.03

-4.25

-3.50

-2.00

-1.00

1.36

1.29

0.60

0.57

2.83

-1.50

0.76

0.72

0.39

3.5

4.00

-2.50

0.37

0.35

0.07

4.76

-2.25

0.30

0.28

0.30

0.28

170

0.37

0.07

Project

Name:

Texas

Geotechnical

Sand

Sample

Name:

GCVC-06-10

Analysis

Date:

10-18-06

Analyzed

By:

0.51

94.90

Phi

2.97

Phi

3.06

Phi

3.26

Phi

3.45

Phi

3.57

Phi

Mean

Phi

3.07

16.01

#200

9.46

#230

8.39

Munsell:

Northing (ft):

-26.1

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

2.53

87.52

Coordinate System:

Sieve Loss (%):

Pan Retained (g):

Wash Weight (g):

Organics (%):

Carbonates (%):

Sorting

0.85

90.54

Kurtosis

28.01

Grams

Retained

Sieve

Size

(Millimeters)

Sieve

Size

(Phi)

91.61

86.94

1.07

1.02

0.06

Cum. Grams

Retained

230

Weight

Retained

85.92

9.22

8.75

0.07

3.75

200

81.32

77.17

64.45

61.16

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

16.87

3,330,757

Granularmetric

Report

Texas

South

Central

13,688,675

% Weight

Retained

Wet - 5Y-5/1

Dry

5Y-5/1

Washed

5Y-5/1

Skewness

-4.87

Sieve

Number

Dry Weight (g):

Comments:

USCS:

Elevation (ft):

SP-SM

Symbol

0.01

0.001

Elev.

(ft)

SIEVE ANALYSIS GALVESTON_VIBRACORES_2006.GPJ FL DEP ROSS.GDT 12/14/06

100

-18.6

USCS

Fines

Organics

Carbonates

Median

Mean

Skew

0.1

Sort

100

Kurt

GCVC-06-10

Fine

-3.03

#200 - 9.90

#230

8.72

Project

Name:

Analysis

Date:

Analyzed

By:

Easting

(X,

ft):

Northing