Sample BCVC-09-16 #5
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Project
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Bay County 2009 Sand Search Investigation.mdb
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Sample Date
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2/21/2009
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Munsell (Dry)
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5Y 6/2
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Munsell (Wet)
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5Y 4/1
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Munsell (Washed)
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5Y 7/1
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Analysis Date
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4/1/2009
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Top Of Sample Interval
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9.80
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Bottom Of Sample Interval
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10.50
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Original Mean
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2.06
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Original Median
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2.48
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Originial Median Standard Deviation
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1.17
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Original Skewness
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-1.91
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Original Kurtotis
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7.41
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Percent Fines
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5.05
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Percent Pan Fraction
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0.16
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Percent Shell Fragments
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0.98
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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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-3.5 φ
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0.00
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-3 φ
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0.69
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-2.5 φ
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0.18
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-2.25 φ
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0.25
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-2 φ
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0.46
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-1.5 φ
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0.52
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-1 φ
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0.68
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-0.5 φ
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1.26
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0 φ
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1.90
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0.5 φ
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3.67
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1 φ
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3.86
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1.5 φ
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7.22
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2 φ
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8.68
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2.5 φ
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21.34
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3 φ
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33.80
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3.5 φ
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9.33
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3.75 φ
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0.78
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4 φ
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0.33
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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1.12
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USCS Coarse Sand
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1.66
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USCS Medium Sand
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10.69
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USCS Fine Sand
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81.15
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USCS Silt
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0.33
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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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1.20
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Wentworth Pebble
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1.58
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Wentworth Very Coarse Sand
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3.16
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Wentworth Coarse Sand
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7.53
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Wentworth Medium Sand
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15.90
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Wentworth Fine Sand
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55.14
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Wentworth Very Fine Sand
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10.44
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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