GCVC-06-08.xls

Granularmetric Report
Granularmetric Report

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STARTED

DRILLING LOG

MLLW

LOCATION COORDINATES

17. TOTAL RECOVERY FOR BORING

16. ELEVATION TOP OF BORING

INSTALLATION

DIVISION

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

15. DATE BORING

SAND,

fine

grained,

quartz,

trace

shell

hash,

trace

silt,

gray

(5Y-5/1),

(SW-SM).

18. SIGNATURE AND TITLE OF INSPECTOR

UNDISTURBED (UD)

DISTURBED

11. MANUFACTURER'S DESIGNATION OF DRILL

10. COORDINATE SYSTEM/DATUM

16 Ft.

Texas

South

Central

NAD

1983

5.7

19.2

-19.8

6.8

-22.5

3.0

End

Boring

Recovery.

SAND,

fine

grained,

quartz,

trace

shell

hash,

trace

silt,

gray

(5Y-5/1),

(SP-SM).

SHELL

HASH,

little

sand,

little

silt,

2.0"

clay

layer@

6.6',

dark

gray

(5Y-4/1),

(GW).

CLAY,

trace

shell

hash,

stiff

soft;

(3.0"x2.0")

shell

hash

layer,

dark

gray

(5Y-4/1),

(CL).

16.0

10-09-06

03:59

-16.8

Ft.

3.0 In.

VERTICAL

INCLINED

Sample

#2,

Depth

12.0'

Mean

(mm):

0.11,

Phi

Sorting:

0.33

Shell

Hash:

0%,

Fines

(230):

6.84%

(SP-SM)

Sample

#1,

Depth

1.0'

Mean

(mm):

0.22,

Phi

Sorting:

1.46

Shell

Hash:

6%,

Fines

(230):

5.74%

(SW-SM)

-36.0

-32.8

-23.6

6. THICKNESS OF OVERBURDEN

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.

SHEET 1

OF 1 SHEETS

19.2

Ft.

8. TOTAL DEPTH OF BORING

7. DEPTH DRILLED INTO ROCK

CONTRACTOR FILE NO.

14. ELEVATION GROUND WATER

REMARKS

Boring

Designation

REC.

LEGEND

GCVC-06-08

X = 3,332,445 Y = 13,689,972

SAJ

FORM

1836

0.0

0.0 Ft.

COMPLETED

GCVC-06-08

AUTO HAMMER

MANUAL HAMMER

Texas

Geotechnical

Sand

Galveston

County

Texas

5. DIRECTION OF BORING

10-09-06

03:55

1. PROJECT

0.0 Ft.

2. BORING DESIGNATION

4. NAME OF DRILLER

BEARING

DEG. FROM

VERTICAL

13. TOTAL NUMBER CORE BOXES

12. TOTAL SAMPLES

9. SIZE AND TYPE OF BIT

Charles

Dill

HORIZONTAL

VERTICAL

3. DRILLING AGENCY

1.00

0.50

1.00

8.97

8.70

0.37

0.36

0.71

0.50

8.60

8.34

1.20

0.47

8.97

0.00

8.12

7.87

0.65

0.63

1.41

-0.50

7.47

7.24

3/4"

0.48

2.80

45.92

44.54

0.13

3.00

120

38.09

36.95

25.62

24.85

0.18

2.50

0.27

12.10

0.28

2.72

0.25

2.00

9.67

9.38

0.42

0.41

0.35

1.50

9.25

2.00

12.47

0.00

2.18

2.12

1.43

1.39

8.00

-3.00

5/16"

0.75

0.73

0.75

0.73

11.31

1.24

7/16"

5.66

0.00

16.00

-4.00

5/8"

0.00

19.03

-4.25

-3.50

-2.00

-1.00

6.23

6.04

1.32

1.28

2.83

-1.50

4.91

4.76

1.22

3.5

4.00

-2.50

3.69

3.58

0.67

0.65

4.76

-2.25

3.02

2.93

0.84

0.81

170

1.18

0.02

Project

Name:

Texas

Geotechnical

Sand

Sample

Name:

GCVC-06-08

Analysis

Date:

10-16-06

Analyzed

By:

0.89

97.00

Phi

2.07

Phi

2.24

Phi

2.63

Phi

2.90

Phi

3.00

Phi

Mean

Phi

2.18

81.49

#200

7.70

#230

5.74

Munsell:

Northing (ft):

-17.8

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

0.22

Phi

-1.97

92.34

Coordinate System:

Sieve Loss (%):

Pan Retained (g):

Wash Weight (g):

Organics (%):

Carbonates (%):

Sorting

1.46

92.30

Kurtosis

9.17

Grams

Retained

Sieve

Size

(Millimeters)

Sieve

Size

(Phi)

94.26

91.43

1.96

1.90

0.06

Cum. Grams

Retained

230

Weight

Retained

89.53

0.45

0.44

0.07

3.75

200

91.85

89.09

7.84

7.60

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

84.01

3,332,445

Granularmetric

Report

Texas

South

Central

13,689,972

% Weight

Retained

Wet - 5Y-5/1

Dry

5Y-6/1

Washed

5Y-6/1

Skewness

-2.63

Sieve

Number

Dry Weight (g):

Comments:

USCS:

Elevation (ft):

SW-SM

1.00

0.50

1.00

0.18

0.02

0.71

0.50

0.16

0.03

0.01

0.21

0.00

0.15

0.02

1.41

-0.50

0.13

3/4"

0.01

0.16

9.04

8.69

0.13

3.00

120

1.21

1.17

0.81

0.78

0.18

2.50

0.03

0.39

0.03

0.15

0.25

2.00

0.24

0.03

0.35

1.50

0.21

2.00

0.40

0.00

8.00

-3.00

5/16"

0.00

11.31

0.03

7/16"

5.66

0.00

16.00

-4.00

5/8"

0.00

19.03

-4.25

-3.50

-2.00

-1.00

0.10

0.05

2.83

-1.50

0.05

3.5

4.00

-2.50

0.00

4.76

-2.25

0.00

170

0.05

0.00

Project

Name:

Texas

Geotechnical

Sand

Sample

Name:

GCVC-06-08

Analysis

Date:

10-16-06

Analyzed

By:

0.99

96.10

Phi

3.04

Phi

3.10

Phi

3.28

Phi

3.46

Phi

3.58

Phi

Mean

Phi

3.23

9.86

#200

8.48

#230

6.84

Munsell:

Northing (ft):

-28.8

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

90.53

Coordinate System:

Sieve Loss (%):

Pan Retained (g):

Wash Weight (g):

Organics (%):

Carbonates (%):

Sorting

0.33

91.52

Kurtosis

94.23

Grams

Retained

Sieve

Size

(Millimeters)

Sieve

Size

(Phi)

93.16

89.54

1.64

1.58

0.06

Cum. Grams

Retained

230

Weight

Retained

87.96

10.75

10.33

0.07

3.75

200

80.77

77.63

70.52

67.77

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

10.25

3,332,445

Granularmetric

Report

Texas

South

Central

13,689,972

% Weight

Retained

Wet - 5Y-5/1

Dry

5Y-5/1

Washed

5Y-5/1

Skewness

-6.61

Sieve

Number

Dry Weight (g):

Comments:

USCS:

Elevation (ft):

SP-SM

0.01

0.001

-17.8

Elev.

(ft)

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

100

Symbol

USCS

Fines

Organics

Carbonates

Median

Mean

Skew

Kurt

0.1

100

Sort

Comments:

Fine

9.17

-2.63

#200 - 7.70

#230 - 5.74

Percent Finer By Weight

Medium

Coarse

Fine

Coarse

Sand

120

2.5

Gravel

Sample

Information

Sample

2.63

SW-SM

0 <