Sample EI-00-30A#3
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Project
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Estero Island and Lovers Key Offshore Sand Source Investigation
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Sample Date
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8/16/2000
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Munsell (Wet)
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5Y 5/1
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Analysis Date
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9/1/2000
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Top Of Sample Interval
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8.90
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Bottom Of Sample Interval
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12.30
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Grab Elevation
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-15.30
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Mean
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1.81
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Median
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2.71
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Median Standard Deviation
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1.77
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Skewness
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-0.75
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Kurtosis
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0.84
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Percent Fines
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14.47
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Percent Pan Fraction
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7.12
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Carbonate Dissolved
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N
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Heavy Minerals Dissolved
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N
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Organics Removed
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N
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Shell Fragments Removed
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N
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Analytical Method
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sieved 200 wash
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Mean Calculation Method
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Moment Method
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Sample Collection Method
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Vibracore
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Lab
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Coastal Planning & Engineering, Inc.
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USCS Classification
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SP-SM
Grain Size Breakdown-Krumbein Phi (φ) Scale
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-4 φ
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0.00
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-3 φ
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0.00
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-2 φ
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2.80
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-1.5 φ
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2.60
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-1 φ
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3.10
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-0.5 φ
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5.16
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0 φ
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5.60
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0.5 φ
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5.61
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1 φ
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4.71
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1.5 φ
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3.40
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2 φ
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3.18
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2.5 φ
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3.91
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3 φ
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23.83
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3.5 φ
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19.31
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3.75 φ
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2.32
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4 φ
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7.35
Grain Size Breakdown-USCS Scale
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USCS Cobble
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0.00
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USCS Coarse Gravel
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0.00
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USCS Fine Gravel
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0.00
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USCS Coarse Sand
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8.50
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USCS Medium Sand
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21.08
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USCS Fine Sand
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55.95
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USCS Silt
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7.35
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USCS Clay
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0.00
Grain Size Breakdown-Wentworth Scale
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Wentworth Boulder
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0.00
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Wentworth Cobble
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0.00
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Wentworth Gravel
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5.70
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Wentworth Pebble
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2.80
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Wentworth Very Coarse Sand
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10.76
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Wentworth Coarse Sand
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10.32
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Wentworth Medium Sand
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6.58
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Wentworth Fine Sand
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27.74
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Wentworth Very Fine Sand
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28.98
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Wentworth Wilt
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0.00
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Wentworth Clay
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0.00
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Wentworth Colloid
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0.00