Sample NBR-4 #2
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Project
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North Boca Raton (1994)
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Sample Date
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9/19/1994
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Munsell (Wet)
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5Y 5/1
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Analysis Date
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9/19/1994
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Top Of Sample Interval
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6.00
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Bottom Of Sample Interval
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8.60
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Mean
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2.21
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Median
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2.31
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Median Standard Deviation
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0.73
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Skewness
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-2.00
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Kurtosis
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10.84
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Original Mean
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2.21
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Original Median
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2.31
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Originial Median Standard Deviation
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0.73
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Original Skewness
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-2.00
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Original Kurtotis
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10.84
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Percent Fines
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1.22
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Percent Pan Fraction
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1.20
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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 230 wash
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Kurtosis Calculation Method
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Moment Method
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Mean Calculation Method
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Moment Method
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Median Calculation Method
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Moment Method
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Skewness Calculation Method
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Name
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Standard Deviation Calculation Method
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Moment Method
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Sample Collection Method
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Vibracore
Grain Size Breakdown-Krumbein Phi (φ) Scale
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-4.25 φ
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0.00
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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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-2.25 φ
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0.10
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-2 φ
-
0.10
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-1.5 φ
-
0.20
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-1 φ
-
0.43
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-0.5 φ
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0.64
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0 φ
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0.52
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0.25 φ
-
0.47
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0.5 φ
-
0.47
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1 φ
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2.18
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1.5 φ
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4.27
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2 φ
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18.18
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2.5 φ
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36.34
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3 φ
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30.18
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3.5 φ
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3.44
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3.75 φ
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0.05
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4 φ
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1.21
Grain Size Breakdown-USCS Scale
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USCS Cobble
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0.00
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USCS Coarse Gravel
-
0.00
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USCS Fine Gravel
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0.10
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USCS Coarse Sand
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0.73
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USCS Medium Sand
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4.28
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USCS Fine Sand
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92.46
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USCS Silt
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1.21
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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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0.63
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Wentworth Pebble
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0.20
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Wentworth Very Coarse Sand
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1.16
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Wentworth Coarse Sand
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3.12
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Wentworth Medium Sand
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22.45
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Wentworth Fine Sand
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66.52
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Wentworth Very Fine Sand
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4.70
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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