Elevation of Top of Core 

 Length of Core 

 Depth to Top of Sample 

 Depth to Bottom of Sample 



Comments : 



Start Weight : 64.580 Final Weight : 



PHI MM Weight Percnt Cumul 



Deviati 

 Weight 



-2.75 6.727 

 -2.50 5.657 

 -2.25 4.757 

 -2.00 4.000 

 -1.75 3.364 

 -1.50 2.828 

 -1.25 2.378 

 -1.00 2.000 

 -0.75 1.682 

 -0.50 1.414 

 -0.25 1.189 

 0.00 1.000 

 0.25 0.841 

 0.50 0.707 

 0.75 0.595 

 1.00 0.500 

 1.25 0.420 

 1.50 0.354 



0.000 

 0.000 

 0.000 

 0.000 

 0.000 

 0.000 

 0.039 

 0.129 

 0.278 

 0.433 

 0.252 

 0.342 

 0.762 

 1.441 

 2.558 

 5.633 

 2.629 

 11.370 



0.000 

 0.000 

 0.000 

 0.000 

 0.000 

 0.000 

 0.060 

 0.200 

 0.430 

 0.670 

 0.390 

 0.529 

 1.180 

 2.231 

 3.960 

 8.720 

 4.070 

 17.600 



0.000 

 0.000 

 0.000 

 0.000 

 0.000 

 0.000 

 0.060 

 0.260 

 0.690 

 1.361 

 1.751 

 2.280 

 3.4 60 

 5.690 

 9.650 

 18.370 

 22.439 

 40.040 



1.75 0.297 

 2.00 0.250 

 2.25 0.210 

 2.50 0.177 

 2.7 5 0.14 9 

 3.00 0.125 

 3.25 0.105 

 3.50 0.088 

 3.75 0.074 

 4 .00 0.063 

 4.25 0.053 

 4 .50 0.044 

 4.75 0.037 

 5.00 0.031 

 5.25 0.026 

 5.50 0.022 

 5.75 0.019 

 6.00 0.016 



13.482 

 15.562 

 3.760 

 4.729 

 0.853 

 0.271 

 0.052 

 0.013 

 0.013 

 0.000 

 0.000 

 0.000 

 0.000 

 0.000 

 0.000 

 0.000 

 0.000 

 0.000 



20.870 

 24.089 

 5.820 

 7.320 

 1.320 

 0.419 

 0.080 

 0.020 

 0.020 

 0.000 

 0.000 

 0.000 

 0.000 



o.ooo 



0.000 

 0.000 

 0.000 

 0.000 



60.909 

 84.999 

 90.819 

 98.139 

 99.460 

 99.879 

 99.960 

 99.980 

 100.000 

 100.000 

 100.000 

 100.000 

 100.000 

 100.000 

 100.000 

 100.000 

 100.000 

 100.000 



Sample Content by Weight Percent : 



standard Statistics 



Gravel 





Sand 





Silt 



Clay 





coarse 



medium 



fine 







0.260 



18.110 



66.629 



15.001 



0.000 



0.000 



0.000 



0.260 



22.179 



77.561 



0.000 



0.000 



X Position 



Elevation of Top of Core 

 Length of Core 

 Depth to Top of Sample 

 Depth to Bottom of Sample 



5.66 

 0.00 

 0.00 



Comments : 



















Start 



Weight 



: 53. 



390 Fi 



lal Weight : 53 



.357 



Deviati 





0.062 



PHI 



MM 



Weight 



Percnt 



Cumul 

 Percnt 



PHI 



MM 



Weight 



Percnt 



Cumul 

 Percnt 



-2.75 



6.727 



0.000 



0.000 



0.000 



1.75 



0.297 



7.289 



13.661 



65.920 



-2.50 



5.657 



0.000 



0.000 



0.000 



2.00 



0.250 



11.216 



21.021 



86.941 



-2.25 



4.757 



0.000 



0.000 



0.000 



2.25 



0.210 



3.580 



6.710 



93.650 



-2.00 



4.000 



0.000 



0.000 



0.000 



2.50 



0.177 



2.849 



5.340 



98.990 



-1.75 



3.364 



0.000 



0.000 



0.000 



2.75 



0.149 



0.470 



0.881 



99.871 



-1.50 



2.828 



0.000 



0.000 



o.ooo 



3.00 



0.125 



0.069 



0.129 



100.000 



-1.25 



2.378 



0.000 



0.000 



0.000 



3.25 



0.105 



0.000 



0.000 



100.000 



-1.00 



2.000 



0.021 



0.039 



0.039 



3.50 



0.088 



0.000 



0.000 



100.000 



-0.75 



1.682 



0.069 



0.129 



0.169 



3.75 



0.074 



0.000 



0.000 



100.000 



-0.50 



1.414 



1.313 



2.461 



2.629 



4.00 



0.063 



0.000 



0.000 



100.000 



-0.25 



1.189 



4.119 



7.720 



10.349 



4.25 



0.053 



0.000 



0.000 



100.000 



0.00 



1.000 



4.221 



7.911 



18.260 



4.50 



0.044 



0.000 



0.000 



100.000 



0.25 



0.841 



5.517 



10.340 



28.600 



4.75 



0.037 



0.000 



0.000 



100.000 



0.50 



0.707 



3.058 



5.731 



34.331 



5.00 



0.031 



0.000 



0.000 



100.000 



0.75 



0.59 5 



1.4 67 



2.749 



37.080 



5.25 



0.026 



0.000 



0.000 



100.000 



1.00 



0.500 



2.150 



4.029 



41.110 



5.50 



0.022 



0.000 



0.000 



100.000 



1.25 



0.420 



0.971 



1.820 



42.930 



5.75 



0.019 



0.000 



0.000 



ioo.ooo 



1.50 



0.354 



4.978 



9.330 



52.259 



6.00 



0.016 



0.000 



0.000 



100.000 



Sample Content by Weight Percent 

 Gravel 



Standard Statistics : 



Method of Moments (PHI) 

 Folk Graphic Measures (PHI) 

 Grain Size (mm) 



1.09 

 1.11 

 0.47 



Skew 

 -0.37 



B61 



