JCVC-06-04.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 JEFFERSON_VIBRACORES_2006_1-8.GPJ FL DEP ROSS.GDT 12/14/06

VERTICAL

INCLINED

CLAY,

soft,

dark

gray

(5Y-4/1),

(CL).

14. ELEVATION GROUND WATER

18. SIGNATURE AND TITLE OF INSPECTOR

UNDISTURBED (UD)

DISTURBED

11. MANUFACTURER'S DESIGNATION OF DRILL

10. COORDINATE SYSTEM/DATUM

17.9

Ft.

STARTED

NAD

1983

Texas

South

Central

2.5

17.9

-27.2

9.7

-29.1

0.6

End

Boring

Expansion

Material,

(SM).

SAND,

fine

grained,

quartz,

little

silt,

(1.0"x1.0")

clay

pocket

12.5',

gray

(5Y-5/1),

(SM).

SAND,

fine

grained,

some

clay,

some

silt,

4.0"

clay

layer

2.9';

3.0"

clay

layers

5.0'

and

8.5',

light

olive

brown

(2.5Y-5/4),

(SM).

CLAY,

stiff,

yellow

(2.5Y-7/6),

(CL).

17.0

10-09-06

15:03

-26.6

Ft.

3.0 In.

Sample

#2,

Depth

12.0'

Mean

(mm):

0.12,

Phi

Sorting:

0.40

Shell

Hash:

0%,

Fines

(230):

10.44%

(SM)

Sample

#1,

Depth

4.0'

Mean

(mm):

0.10,

Phi

Sorting:

0.99

Shell

Hash:

0%,

Fines

(230):

31.21%

(SM)

-44.5

-43.6

-36.3

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

17.0

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

JCVC-06-04

X = 3,480,082 Y = 13,787,546

SAJ

FORM

1836

Texas

Geotechnical

Sand

Jefferson

County

Texas

JCVC-06-04

COMPLETED

AUTO HAMMER

MANUAL HAMMER

5. DIRECTION OF BORING

10-09-06

15:00

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

1.51

1.45

0.03

0.71

0.50

1.48

1.42

0.00

0.06

1.51

0.00

1.42

1.36

0.14

0.13

1.41

-0.50

1.28

1.23

3/4"

0.06

0.21

4.24

4.07

0.13

3.00

120

2.19

2.11

0.37

0.36

0.18

2.50

0.06

1.75

0.06

0.20

0.25

2.00

1.61

1.55

0.04

0.35

1.50

1.57

2.00

1.82

0.00

1.28

1.23

1.28

1.23

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

1.28

1.23

0.00

2.83

-1.50

1.28

1.23

0.00

3.5

4.00

-2.50

1.28

1.23

0.00

4.76

-2.25

1.28

1.23

0.00

170

0.00

0.17

Project

Name:

Texas

Geotechnical

Sand

Sample

Name:

JCVC-06-04

Analysis

Date:

10-19-06

Analyzed

By:

10.97

96.01

Phi

3.16

Phi

3.30

Phi

3.65

Phi

Mean

Phi

3.28

6.18

#200

41.97

#230

31.21

Munsell:

Northing (ft):

-30.6

MLLW

GRANULARMETRIC REPORT JEFFERSON_VIBRACORES_2006_1-8.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

2.83

77.18

Coordinate System:

Sieve Loss (%):

Pan Retained (g):

Wash Weight (g):

Organics (%):

Carbonates (%):

Sorting

0.99

58.03

Kurtosis

36.78

Grams

Retained

Sieve

Size

(Millimeters)

Sieve

Size

(Phi)

68.79

66.05

10.76

10.33

0.06

Cum. Grams

Retained

230

Weight

Retained

55.72

21.04

20.20

0.07

3.75

200

36.99

35.52

30.56

29.34

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

6.43

3,480,082

Granularmetric

Report

Texas

South

Central

13,787,546

% Weight

Retained

Wet - 5Y-5/1

Dry

2.5Y-6/3

Washed

2.5Y-7/3

Skewness

-5.61

Sieve

Number

Dry Weight (g):

Comments:

USCS:

Elevation (ft):

1.00

0.50

1.00

0.03

0.01

0.71

0.50

0.02

0.00

0.01

0.04

0.00

0.01

1.41

-0.50

0.00

3/4"

0.01

0.13

27.85

26.33

0.13

3.00

120

5.86

5.54

5.65

5.34

0.18

2.50

0.01

0.20

0.01

0.12

0.25

2.00

0.08

0.04

0.35

1.50

0.04

2.00

0.21

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

0.02

Project

Name:

Texas

Geotechnical

Sand

Sample

Name:

JCVC-06-04

Analysis

Date:

10-17-06

Analyzed

By:

2.04

94.55

Phi

2.68

Phi

2.84

Phi

3.19

Phi

3.49

Phi

3.71

Phi

Mean

Phi

3.09

31.87

#200

14.61

#230

10.44

Munsell:

Northing (ft):

-38.6

MLLW

GRANULARMETRIC REPORT JEFFERSON_VIBRACORES_2006_1-8.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

2.42

86.73

Coordinate System:

Sieve Loss (%):

Pan Retained (g):

Wash Weight (g):

Organics (%):

Carbonates (%):

Sorting

0.4

85.39

Kurtosis

4.89

Grams

Retained

Sieve

Size

(Millimeters)

Sieve

Size

(Phi)

89.56

84.67

4.17

3.94

0.06

Cum. Grams

Retained

230

Weight

Retained

80.73

9.15

8.65

0.07

3.75

200

76.24

72.08

42.53

40.21

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

33.71

3,480,082

Granularmetric

Report

Texas

South

Central

13,787,546

% Weight

Retained

Wet - 5Y-5/1

Dry

5Y-5/1

Washed

5Y-6/1

Skewness

-0.52

Sieve

Number

Dry Weight (g):

Comments:

USCS:

Elevation (ft):

100

0.01

0.001

100

0.1

-4.25

3/4

-4

5/8

-2.25

-2

230

3.5

170

JCVC-06-04

3.75

200

Comments:

0.99

3.28

Silt

and

Clay

Gravel

Sample

Information

Depths

and

elevations

based

measured

values

SIEVE ANALYSIS JEFFERSON_VIBRACORES_2006_1-8.GPJ FL DEP ROSS.GDT 12/14/06

Symbol

Elev.

(ft)

-30.6

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