GCVC-06-07.xls

Granularmetric Report
Granularmetric Report

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-33.6

10-07-06

15:19

-18.2

Ft.

3.0 In.

Sample

#2,

Depth

11.0'

Mean

(mm):

0.11,

Phi

Sorting:

0.24

Shell

Hash:

0%,

Fines

(230):

3.08%

(SP)

Sample

#1,

Depth

2.0'

Mean

(mm):

0.10,

Phi

Sorting:

0.37

Shell

Hash:

0%,

Fines

(230):

4.76%

(SP-SM)

SAJ

FORM

1836

DRILLING LOG

STARTED

MLLW

-32.0

LOCATION COORDINATES

17. TOTAL RECOVERY FOR BORING

16. ELEVATION TOP OF BORING

INSTALLATION

DIVISION

-37.5

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

REMARKS

Boring

Designation

REC.

LEGEND

CLAY,

trace

shell

hash,

stiff

soft,

dark

gray

(5Y-4/1),

(CL).

SAND,

fine

grained,

quartz,

trace

clay,

trace

shell

hash,

trace

silt,

3.0"

clay

layers

7.7'

and

8.4',

gray

(5Y-5/1),

(SP).

15.4

-25.7

-22.4

SAND,

fine

grained,

quartz,

trace

shell

hash,

trace

silt,

gray

(5Y-5/1),

(SP-SM).

19.3

13.8

7.5

4.2

End

Boring

Recovery.

CLAY,

trace

shell

hash,

stiff

soft,

dark

gray

(5Y-4/1),

(CL).

4. NAME OF DRILLER

0.0

10-07-06

15:17

1. PROJECT

0.0 Ft.

3. DRILLING AGENCY

5. DIRECTION OF BORING

DEG. FROM

BEARING

VERTICAL

13. TOTAL NUMBER CORE BOXES

12. TOTAL SAMPLES

9. SIZE AND TYPE OF BIT

Charles

Dill

HORIZONTAL

VERTICAL

2. BORING DESIGNATION

OF 1 SHEETS

SHEET 1

GCVC-06-07

DEPTH

(ft)

ELEV.

(ft)

CLASSIFICATION OF MATERIALS

Depths and elevations based on measured values

JUN

MODIFIED

FOR

THE

FLORIDA

DEP

JUN

BOX OR

SAMPLE

6. THICKNESS OF OVERBURDEN

Alpine

Ocean

Seismic

Survey,

Inc.

X = 3,333,922 Y = 13,689,683

19.3

Ft.

8. TOTAL DEPTH OF BORING

7. DEPTH DRILLED INTO ROCK

CONTRACTOR FILE NO.

Texas

South

Central

0.0 Ft.

VERTICAL

INCLINED

15. DATE BORING

14. ELEVATION GROUND WATER

18. SIGNATURE AND TITLE OF INSPECTOR

UNDISTURBED (UD)

DISTURBED

11. MANUFACTURER'S DESIGNATION OF DRILL

10. COORDINATE SYSTEM/DATUM

15.4

Ft.

GCVC-06-07

NAD

1983

COMPLETED

AUTO HAMMER

MANUAL HAMMER

Texas

Geotechnical

Sand

Galveston

County

Texas

1.00

0.50

1.00

0.17

0.01

0.71

0.50

0.16

0.00

0.07

0.18

0.00

0.09

0.01

1.41

-0.50

0.08

3/4"

0.07

0.16

8.02

7.80

0.13

3.00

120

1.98

1.94

1.20

1.17

0.18

2.50

0.01

0.77

0.01

0.16

0.25

2.00

0.62

0.61

0.44

0.43

0.35

1.50

0.18

2.00

0.78

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

0.08

0.05

2.83

-1.50

0.03

3.5

4.00

-2.50

0.00

4.76

-2.25

0.00

170

0.03

0.20

Project

Name:

Texas

Geotechnical

Sand

Sample

Name:

GCVC-06-07

Analysis

Date:

10-16-06

Analyzed

By:

1.51

97.27

Phi

3.05

Phi

3.12

Phi

3.32

Phi

3.52

Phi

3.65

Phi

3.98

Mean

Phi

3.27

9.74

#200

8.46

#230

4.76

Munsell:

Northing (ft):

-20.2

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

0.10

Phi

2.69

94.35

Coordinate System:

Sieve Loss (%):

Pan Retained (g):

Wash Weight (g):

Organics (%):

Carbonates (%):

Sorting

0.37

91.54

Kurtosis

50.09

Grams

Retained

Sieve

Size

(Millimeters)

Sieve

Size

(Phi)

95.24

92.65

3.70

3.60

0.06

Cum. Grams

Retained

230

Weight

Retained

89.05

18.31

17.81

0.07

3.75

200

73.23

71.24

63.23

61.50

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

10.00

3,333,922

Granularmetric

Report

Texas

South

Central

13,689,683

% Weight

Retained

Wet - 5Y-5/1

Dry

5Y-5/1

Washed

5Y-5/2

Skewness

-4.45

Sieve

Number

Dry Weight (g):

Comments:

USCS:

Elevation (ft):

SP-SM

1.00

0.50

1.00

0.05

0.02

0.71

0.50

0.03

0.00

0.01

0.06

0.00

0.02

1.41

-0.50

0.00

3/4"

0.01

0.05

10.74

10.34

0.13

3.00

120

0.49

0.48

0.37

0.36

0.18

2.50

0.01

0.12

0.01

0.05

0.25

2.00

0.07

0.01

0.35

1.50

0.06

2.00

0.12

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-06-07

Analysis

Date:

10-16-06

Analyzed

By:

0.57

96.24

Phi

3.03

Phi

3.09

Phi

3.26

Phi

3.43

Phi

3.49

Phi

3.73

Mean

Phi

3.23

10.82

#200

4.32

#230

3.08

Munsell:

Northing (ft):

-29.2

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

2.71

93.94

Coordinate System:

Sieve Loss (%):

Pan Retained (g):

Wash Weight (g):

Organics (%):

Carbonates (%):

Sorting

0.24

95.68

Kurtosis

31.3

Grams

Retained

Sieve

Size

(Millimeters)

Sieve

Size

(Phi)

96.92

93.28

1.24

1.19

0.06

Cum. Grams

Retained

230

Weight

Retained

92.09

9.52

9.16

0.07

3.75

200

86.16

82.93

74.93

72.11

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

11.23

3,333,922

Granularmetric

Report

Texas

South

Central

13,689,683

% Weight

Retained

Wet - 5Y-5/1

Dry

5Y-6/1

Washed

5Y-6/1

Skewness

-2.42

Sieve

Number

Dry Weight (g):

Comments:

USCS:

Elevation (ft):

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:

0.37

3.27

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)

-20.2

GCVC-06-07