Sample CCVC-03-12 S#1

Project

Phase III Sand Search: Detailed Geotechnical and Geophysical Investigations Collier County, Florida

Sample Date

8/26/2003

Munsell (Dry)

5Y 7/1

Munsell (Wet)

5Y 7/1

Analysis Date

8/26/2003

Top Of Sample Interval

0.00

Bottom Of Sample Interval

1.50

Grab Elevation

-30.20

Mean

2.06

Median

2.77

Median Standard Deviation

2.33

Skewness

-1.72

Kurtosis

4.10

Percent Fines

4.49

Percent Pan Fraction

4.45

Percent Shell Fragments

12.39

Carbonate Dissolved

N

Heavy Minerals Dissolved

N

Organics Removed

N

Shell Fragments Removed

N

Analytical Method

sieved 230 wash

Mean Calculation Method

Moment Method

Sample Collection Method

Vibracore

Lab

Coastal Planning & Engineering, Inc.

USCS Classification

SW

Grain Size Breakdown-Krumbein Phi (φ) Scale

-4.25 φ

0.00

-4 φ

0.00

-3.25 φ

2.98

-3 φ

3.66

-2 φ

0.63

-1.5 φ

0.79

-1 φ

1.08

-0.5 φ

1.01

0 φ

0.72

0.5 φ

0.58

1 φ

0.45

1.5 φ

0.37

2 φ

0.65

2.5 φ

6.54

3 φ

56.93

3.5 φ

16.77

3.75 φ

1.87

4 φ

0.49

Grain Size Breakdown-USCS Scale

USCS Cobble

0.00

USCS Coarse Gravel

0.00

USCS Fine Gravel

6.64

USCS Coarse Sand

2.50

USCS Medium Sand

2.76

USCS Fine Sand

83.13

USCS Silt

0.49

USCS Clay

0.00

Grain Size Breakdown-Wentworth Scale

Wentworth Boulder

0.00

Wentworth Cobble

0.00

Wentworth Gravel

1.87

Wentworth Pebble

7.27

Wentworth Very Coarse Sand

1.73

Wentworth Coarse Sand

1.03

Wentworth Medium Sand

1.02

Wentworth Fine Sand

63.47

Wentworth Very Fine Sand

19.13

Wentworth Wilt

0.00

Wentworth Clay

0.00

Wentworth Colloid

0.00