GCVC-06-13.xls

Granularmetric Report
Granularmetric Report

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DRILLING LOG

LOCATION COORDINATES

17. TOTAL RECOVERY FOR BORING

16. ELEVATION TOP OF BORING

INSTALLATION

DIVISION

MLLW

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

VERTICAL

INCLINED

SAND,

fine

grained,

quartz,

trace

shell

hash,

trace

silt,

clay

lense

3.3';

2.0"

clay

layer

3.4',

gray

(5Y-5/1),

(SP-SM).

14. ELEVATION GROUND WATER

18. SIGNATURE AND TITLE OF INSPECTOR

UNDISTURBED (UD)

DISTURBED

11. MANUFACTURER'S DESIGNATION OF DRILL

10. COORDINATE SYSTEM/DATUM

14.9

Ft.

STARTED

NAD

1983

Texas

South

Central

5.5

17.3

-20.9

11.5

-22.8

3.6

End

Boring

Recovery.

CLAY,

very

stiff;

yellowish

red

(5YR-5/6)

olive

gray

(5Y-5/2);

mottled

between

gray

and

brown,

(CL).

CLAY,

very

stiff;

brown

top

and

gray

bottom;

reddish

gray

(5YR-5/2)

olive

gray

(5Y-5/2),

(CL).

SAND,

fine

grained,

quartz,

trace

shell,

trace

shell

hash,

trace

silt,

shell

fragments

(0.5'x

0.5");

(2.0"x2.0")

shell

5.1';

2.0"

shell

hash

layer

5.3',

gray

(5Y-5/1),

(SP).

14.9

10-08-06

10:43

-17.3

Ft.

3.0 In.

Sample

#2,

Depth

4.5'

Mean

(mm):

0.12,

Phi

Sorting:

0.58

Shell

Hash:

0%,

Fines

(230):

2.06%

(SP)

Sample

#1,

Depth

2.0'

Mean

(mm):

0.11,

Phi

Sorting:

0.48

Shell

Hash:

0%,

Fines

(230):

6.29%

(SP-SM)

-34.6

-32.2

-28.8

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

17.3

Ft.

8. TOTAL DEPTH OF BORING

7. DEPTH DRILLED INTO ROCK

CONTRACTOR FILE NO.

15. DATE BORING

0.0 Ft.

REMARKS

Boring

Designation

REC.

LEGEND

GCVC-06-13

X = 3,214,591 Y = 13,597,624

SAJ

FORM

1836

Texas

Geotechnical

Sand

Galveston

County

Texas

GCVC-06-13

COMPLETED

AUTO HAMMER

MANUAL HAMMER

5. DIRECTION OF BORING

10-08-06

10:41

1. PROJECT

0.0 Ft.

2. BORING DESIGNATION

0.0

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

0.66

0.62

0.21

0.20

0.71

0.50

0.45

0.42

0.09

0.11

0.80

0.00

0.33

0.31

0.10

0.09

1.41

-0.50

0.23

0.22

3/4"

0.12

0.32

13.43

12.70

0.13

3.00

120

3.43

3.24

2.07

1.96

0.18

2.50

0.18

1.28

0.19

0.30

0.25

2.00

1.04

0.98

0.19

0.18

0.35

1.50

0.85

2.00

1.36

0.00

8.00

-3.00

5/16"

0.00

11.31

0.10

7/16"

5.66

0.00

16.00

-4.00

5/8"

0.00

19.03

-4.25

-3.50

-2.00

-1.00

0.13

0.02

2.83

-1.50

0.11

0.06

3.5

4.00

-2.50

0.05

4.76

-2.25

0.00

170

0.06

0.25

Project

Name:

Texas

Geotechnical

Sand

Sample

Name:

GCVC-06-13

Analysis

Date:

10-19-06

Analyzed

By:

0.87

94.56

Phi

2.97

Phi

3.07

Phi

3.27

Phi

3.47

Phi

3.60

Phi

Mean

Phi

3.18

15.94

#200

9.03

#230

6.29

Munsell:

Northing (ft):

-19.3

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

89.72

Coordinate System:

Sieve Loss (%):

Pan Retained (g):

Wash Weight (g):

Organics (%):

Carbonates (%):

Sorting

0.48

90.97

Kurtosis

45.61

Grams

Retained

Sieve

Size

(Millimeters)

Sieve

Size

(Phi)

93.71

88.61

2.74

2.59

0.06

Cum. Grams

Retained

230

Weight

Retained

86.02

11.66

11.03

0.07

3.75

200

79.31

74.99

62.45

59.05

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

16.86

3,214,591

Granularmetric

Report

Texas

South

Central

13,597,624

% Weight

Retained

Wet - 5Y-5/1

Dry

5Y-5/1

Washed

5Y-5/1

Skewness

-5.06

Sieve

Number

Dry Weight (g):

Comments:

USCS:

Elevation (ft):

SP-SM

1.00

0.50

1.00

1.18

1.15

0.32

0.31

0.71

0.50

0.86

0.84

0.12

0.22

1.54

0.00

0.63

0.62

0.20

0.19

1.41

-0.50

0.43

3/4"

0.23

0.43

31.26

30.44

0.13

3.00

120

5.02

4.89

2.54

2.47

0.18

2.50

0.39

2.42

0.40

0.42

0.25

2.00

2.05

2.00

0.47

0.46

0.35

1.50

1.58

2.00

2.48

0.00

8.00

-3.00

5/16"

0.00

11.31

0.12

7/16"

5.66

0.00

16.00

-4.00

5/8"

0.00

19.03

-4.25

-3.50

-2.00

-1.00

0.31

0.09

2.83

-1.50

0.22

0.12

3.5

4.00

-2.50

0.10

0.05

4.76

-2.25

0.05

170

0.12

0.00

Project

Name:

Texas

Geotechnical

Sand

Sample

Name:

GCVC-06-13

Analysis

Date:

10-19-06

Analyzed

By:

0.19

97.37

Phi

2.68

Phi

2.82

Phi

3.13

Phi

3.37

Phi

3.45

Phi

3.71

Mean

Phi

3.03

35.33

#200

3.67

#230

2.06

Munsell:

Northing (ft):

-21.8

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

0.12

Phi

2.50

95.56

Coordinate System:

Sieve Loss (%):

Pan Retained (g):

Wash Weight (g):

Organics (%):

Carbonates (%):

Sorting

0.58

96.33

Kurtosis

33.96

Grams

Retained

Sieve

Size

(Millimeters)

Sieve

Size

(Phi)

97.94

95.37

1.61

1.57

0.06

Cum. Grams

Retained

230

Weight

Retained

93.80

7.57

7.37

0.07

3.75

200

88.76

86.43

52.48

51.10

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

36.28

3,214,591

Granularmetric

Report

Texas

South

Central

13,597,624

% Weight

Retained

Wet - 5Y-5/1

Dry

5Y-6/1

Washed

5Y-6/1

Skewness

-4.5

Sieve

Number

Dry Weight (g):

Comments:

USCS:

Elevation (ft):

100

0.001

0.01

0.1

100

-4.25

3/4

-4

5/8

-2.25

-2

230

3.5

170

Depths

and

elevations

based

measured

values

Comments:

0.48

3.18

Silt

and

Clay

Gravel

Sample

Information

Sample

3.75

200

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

Symbol