Sample B13-1 #6

Project

Volusia County Reconnaissance

Sample Date

12/6/2004

Munsell (Dry)

10YR 5/1

Analysis Date

2/21/2005

Top Of Sample Interval

14.00

Bottom Of Sample Interval

14.30

Mean

-0.50

Median Standard Deviation

2.00

Skewness

0.25

Kurtosis

1.98

Original Mean

-0.50

Originial Median Standard Deviation

2.00

Original Skewness

0.25

Original Kurtotis

1.98

Percent Fines

2.78

Percent Pan Fraction

0.35

Percent Carbonate

68.80

Percent Organics

2.30

Carbonate Dissolved

N

Heavy Minerals Dissolved

N

Organics Removed

N

Shell Fragments Removed

N

Analytical Method

sieved 230 wash

Kurtosis Calculation Method

Moment Method

Mean Calculation Method

Moment Method

Median Calculation Method

Moment Method

Skewness Calculation Method

Name

Standard Deviation Calculation Method

Moment Method

Sample Collection Method

Core Boring

USCS Classification

SW

Grain Size Breakdown-Krumbein Phi (φ) Scale

-4 φ

13.80

-3.5 φ

4.51

-3 φ

3.72

-2.5 φ

8.17

-2 φ

5.36

-1.5 φ

8.12

-1 φ

7.83

-0.5 φ

8.97

0 φ

5.68

0.5 φ

4.56

1 φ

4.46

1.5 φ

3.74

2 φ

3.66

2.5 φ

7.39

3 φ

4.95

3.5 φ

1.63

3.75 φ

0.37

4 φ

0.31

Grain Size Breakdown-USCS Scale

USCS Cobble

0.00

USCS Coarse Gravel

0.00

USCS Fine Gravel

30.20

USCS Coarse Sand

21.31

USCS Medium Sand

23.67

USCS Fine Sand

21.74

USCS Silt

0.31

USCS Clay

0.00

Grain Size Breakdown-Wentworth Scale

Wentworth Boulder

0.00

Wentworth Cobble

0.00

Wentworth Gravel

15.95

Wentworth Pebble

35.56

Wentworth Very Coarse Sand

14.65

Wentworth Coarse Sand

9.02

Wentworth Medium Sand

7.40

Wentworth Fine Sand

12.34

Wentworth Very Fine Sand

2.31

Wentworth Wilt

0.00

Wentworth Clay

0.00

Wentworth Colloid

0.00