GCVC-06-21.xls

Granularmetric Report
Granularmetric Report

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MLLW

LOCATION COORDINATES

17. TOTAL RECOVERY FOR BORING

16. ELEVATION TOP OF BORING

INSTALLATION

11. MANUFACTURER'S DESIGNATION OF DRILL

STARTED

10-10-06

09:17

-15.8

Ft.

3.0 In.

DIVISION

10. COORDINATE SYSTEM/DATUM

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

19.9

Ft.

SAND,

fine

grained,

quartz,

trace

shell

hash,

1.0"

clay

layers

2.7',

5.6'

and

6.3';

2.0"

clay

layers

3.1'

and

3.7',

olive

gray

(5Y-5/2),

(SP-SM).

DRILLING LOG

NAD

1983

19.9

18.3

17.2

15.9

13.0

8.2

End

Boring

SAND,

fine

grained,

quartz,

little

silt,

alternating

clay

layers

1.0"

from

18.7'

19.4',

gray

(5Y-5/1),

(SP-SM).

CLAY,

little

sand,

dark

gray

(5Y-4/1),

(CL).

SAND,

fine

grained,

quartz,

little

silt,

1.0"

clay

layers

16.7'

and

17.0',

gray

(5Y-5/1),

(SP-SM).

CLAY,

little

sand,

trace

shell

hash,

alternating

sand

layers

2.0",

dark

gray

(5Y-4/1),

(CL).

SAND,

fine

grained,

quartz,

little

silt,

trace

shell

hash,

trace

whole

shell,

whole

shell

0.5";

1.0"

clay

pocket

12.4';

2.0"

clay

layer

12.6',

gray

(5Y-5/1),

(SP-SM).

CLAY,

little

sand,

trace

shell

fragments,

shell

fragments

0.5";

1.0"

sand

layers

6.7',

6.9',

and

7.2',

dark

gray

(5Y-4/1),

(CL).

6.6

-35.7

Sample

#2,

Depth

15.6'

Mean

(mm):

0.10,

Phi

Sorting:

0.21

Shell

Hash:

0%,

Fines

(230):

11.98%

(SM)

Sample

#1,

Depth

4.0'

Mean

(mm):

0.11,

Phi

Sorting:

0.71

Shell

Hash:

1%,

Fines

(230):

5.80%

(SP-SM)

-34.1

-33.0

-31.7

-28.8

-24.0

-22.4

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.

DEPTH

(ft)

19.9

Ft.

GCVC-06-21

8. TOTAL DEPTH OF BORING

7. DEPTH DRILLED INTO ROCK

CONTRACTOR FILE NO.

X = 3,313,087 Y = 13,675,962

Texas

South

Central

0.0

DISTURBED

REMARKS

Boring

Designation

REC.

LEGEND

SAJ

FORM

1836

OF 1 SHEETS

SHEET 1

AUTO HAMMER

MANUAL HAMMER

COMPLETED

6. THICKNESS OF OVERBURDEN

0.0 Ft.

UNDISTURBED (UD)

18. SIGNATURE AND TITLE OF INSPECTOR

14. ELEVATION GROUND WATER

15. DATE BORING

VERTICAL

INCLINED

GCVC-06-21

Texas

Geotechnical

Sand

Galveston

County

Texas

2. BORING DESIGNATION

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

DEG. FROM

VERTICAL

BEARING

5. DIRECTION OF BORING

Charles

Dill

3. DRILLING AGENCY

HORIZONTAL

0.0 Ft.

1. PROJECT

10-10-06

09:16

4. NAME OF DRILLER

9. SIZE AND TYPE OF BIT

VERTICAL

1.00

0.50

1.00

1.21

1.13

0.05

0.71

0.50

1.16

1.08

0.10

0.01

1.17

0.00

1.15

1.07

0.04

1.41

-0.50

1.11

1.03

3/4"

0.01

0.33

11.53

10.70

0.13

3.00

120

3.56

3.32

1.92

1.78

0.18

2.50

0.04

1.54

0.04

0.31

0.25

2.00

1.31

1.23

0.06

0.35

1.50

1.25

2.00

1.64

0.00

0.24

0.22

0.24

0.22

8.00

-3.00

5/16"

0.00

11.31

0.11

7/16"

5.66

0.00

16.00

-4.00

5/8"

0.00

19.03

-4.25

-3.50

-2.00

-1.00

1.00

0.93

0.17

0.16

2.83

-1.50

0.83

0.77

0.04

3.5

4.00

-2.50

0.79

0.73

0.10

0.09

4.76

-2.25

0.69

0.64

0.45

0.42

170

0.04

0.27

Project

Name:

Texas

Geotechnical

Sand

Sample

Name:

GCVC-06-21

Analysis

Date:

10-21-06

Analyzed

By:

1.87

92.77

Phi

3.01

Phi

3.08

Phi

3.28

Phi

3.48

Phi

3.62

Phi

Mean

Phi

3.16

14.02

#200

8.67

#230

5.80

Munsell:

Northing (ft):

-19.8

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

2.56

89.53

Coordinate System:

Sieve Loss (%):

Pan Retained (g):

Wash Weight (g):

Organics (%):

Carbonates (%):

Sorting

0.71

91.33

Kurtosis

53.34

Grams

Retained

Sieve

Size

(Millimeters)

Sieve

Size

(Phi)

94.20

87.41

2.87

2.66

0.06

Cum. Grams

Retained

230

Weight

Retained

84.75

13.75

12.76

0.07

3.75

200

77.58

71.99

62.49

57.97

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

15.09

3,313,087

Granularmetric

Report

Texas

South

Central

13,675,962

% Weight

Retained

Wet - 5Y-5/1

Dry

5Y-5/1

Washed

5Y-6/1

Skewness

-6.5

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

1.41

-0.50

0.00

3/4"

0.00

2.78

2.69

0.13

3.00

120

0.04

0.18

2.50

0.00

0.25

2.00

0.00

0.35

1.50

0.00

2.00

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

0.07

Project

Name:

Texas

Geotechnical

Sand

Sample

Name:

GCVC-06-21

Analysis

Date:

10-21-06

Analyzed

By:

3.91

96.73

Phi

3.10

Phi

3.17

Phi

3.36

Phi

3.60

Phi

3.75

Phi

Mean

Phi

3.33

2.73

#200

16.04

#230

11.98

Munsell:

Northing (ft):

-31.4

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

3.02

89.13

Coordinate System:

Sieve Loss (%):

Pan Retained (g):

Wash Weight (g):

Organics (%):

Carbonates (%):

Sorting

0.21

83.96

Kurtosis

4.89

Grams

Retained

Sieve

Size

(Millimeters)

Sieve

Size

(Phi)

88.02

85.15

4.06

3.93

0.06

Cum. Grams

Retained

230

Weight

Retained

81.22

14.99

14.50

0.07

3.75

200

68.97

66.72

66.15

63.99

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

2.82

3,313,087

Granularmetric

Report

Texas

South

Central

13,675,962

% Weight

Retained

Wet - 5Y-5/1

Dry

5Y-5/1

Washed

5Y-6/2

Skewness

0.55

Sieve

Number

Dry Weight (g):

Comments:

USCS:

Elevation (ft):

Symbol

0.01

0.001

Elev.

(ft)

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

100

-19.8

USCS

Fines

Organics

Carbonates

Median

Mean

Skew

0.1

Sort

100

Kurt

Comments:

Fine

-6.5

#200 - 8.67

#230