Sample EI-00-12#2
-
Project
-
Estero Island and Lovers Key Offshore Sand Source Investigation
-
Sample Date
-
8/6/2000
-
Munsell (Wet)
-
5Y 6/1
-
Analysis Date
-
8/30/2000
-
Top Of Sample Interval
-
1.60
-
Bottom Of Sample Interval
-
2.70
-
Grab Elevation
-
-13.80
-
Mean
-
2.51
-
Median
-
3.01
-
Median Standard Deviation
-
1.41
-
Skewness
-
-1.62
-
Kurtosis
-
2.55
-
Percent Fines
-
14.05
-
Percent Pan Fraction
-
6.86
-
Carbonate Dissolved
-
N
-
Heavy Minerals Dissolved
-
N
-
Organics Removed
-
N
-
Shell Fragments Removed
-
N
-
Analytical Method
-
sieved 200 wash
-
Mean Calculation Method
-
Moment Method
-
Sample Collection Method
-
Vibracore
-
Lab
-
Coastal Planning & Engineering, Inc.
-
USCS Classification
-
SP-SM
Grain Size Breakdown-Krumbein Phi (φ) Scale
-
-4 φ
-
0.00
-
-3 φ
-
0.00
-
-2 φ
-
1.60
-
-1.5 φ
-
1.35
-
-1 φ
-
1.50
-
-0.5 φ
-
2.35
-
0 φ
-
2.33
-
0.5 φ
-
2.12
-
1 φ
-
1.81
-
1.5 φ
-
1.57
-
2 φ
-
1.86
-
2.5 φ
-
3.00
-
3 φ
-
30.12
-
3.5 φ
-
32.74
-
3.75 φ
-
3.60
-
4 φ
-
7.17
Grain Size Breakdown-USCS Scale
-
USCS Cobble
-
0.00
-
USCS Coarse Gravel
-
0.00
-
USCS Fine Gravel
-
0.00
-
USCS Coarse Sand
-
4.45
-
USCS Medium Sand
-
8.61
-
USCS Fine Sand
-
72.89
-
USCS Silt
-
7.17
-
USCS Clay
-
0.00
Grain Size Breakdown-Wentworth Scale
-
Wentworth Boulder
-
0.00
-
Wentworth Cobble
-
0.00
-
Wentworth Gravel
-
2.85
-
Wentworth Pebble
-
1.60
-
Wentworth Very Coarse Sand
-
4.68
-
Wentworth Coarse Sand
-
3.93
-
Wentworth Medium Sand
-
3.43
-
Wentworth Fine Sand
-
33.12
-
Wentworth Very Fine Sand
-
43.51
-
Wentworth Wilt
-
0.00
-
Wentworth Clay
-
0.00
-
Wentworth Colloid
-
0.00