Elevation of Top of Core 

 Lenqth of Core 

 Depth to Top of Sample 

 Depth to Bottom of Sample 



-10.49 

 0.00 

 0.00 



Comments : CONCENTRATION OF HEAVIES IN 3.5,3.75,4.0 PHI SIEVE 

 Start Weight : 33.900 Final Weight : 33.882 Deviation 



PHI 



MM 



Weight 



Percnt 



Cumul 

 Percnt 



PHI 



MM 



Weight 



Percnt 



Cunul 

 Percnt 



-2.75 



6.727 



0.000 



0.000 



0.000 



1.75 



0.297 



1.989 



5.870 



15.002 



-2.50 



5.657 



0.000 



0.000 



0.000 



2.00 



0.250 



4.838 



14.279 



29.281 



-2.25 



4.757 



0.000 



0.000 



0.000 



2.25 



0.210 



6.231 



18.390 



47.671 



-2.00 



4 .000 



0.000 



0.000 



0.000 



2.50 



0.177 



7.555 



22.298 



69.969 



-1.75 



3.364 



0.000 



0.000 



0.000 



2.75 



0.149 



4.581 



13.520 



83.490 



-1.50 



2.828 



0.000 



o.ooo 



0.000 



3.00 



0.125 



3.239 



9.560 



93.049 



-1.2S 



2.378 



0.071 



0.210 



0.210 



3.25 



0.105 



1.430 



4.221 



97.270 



-1.00 



2.000 



0.000 



0.000 



0.210 



3.50 



0.088 



0.440 



1.299 



98.569 



-0.75 



1.682 



0.051 



0.151 



0.360 



3.75 



0.074 



0.339 



1.001 



99.569 



-0.50 



1.414 



0.119 



0.351 



0.711 



4.00 



0.063 



0.146 



0.431 



100.000 



-0.2 5 



1.189 



0.139 



0.410 



1.122 



4.25 



0.053 



0.000 



0.000 



100.000 



0.00 



1.000 



0.200 



0.590 



1.712 



4.50 



0.044 



0.000 



0.000 



100.000 



0.25 



0.841 



0.241 



0.711 



2.423 



4.75 



0.037 



0.000 



0.000 



100.000 



0.50 



0.707 



0.210 



0.620 



3.043 



5.00 



0.031 



0.000 



0.000 



100.000 



0.75 



0.595 



0.291 



0.859 



3.902 



5.25 



0.026 



0.000 



0.000 



100.000 



1.00 



0.500 



0.420 



1.240 



5.141 



5.50 



0.022 



0.000 



0.000 



100.000 



1.25 



0.420 



0.451 



1.331 



6.472 



5.75 



0.019 



0.000 



0.000 



100.000 



1.50 



0.354 



0.901 



2.659 



9.132 



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) 



Median Mean 



2.20 

 2.28 2.27 

 0.21 0.22 



X Position 



Elevation of Top of Core 

 Length of Core 

 Depth to Top of Sample 

 Depth to Bottom of Sample 



Comments : 



















Start 



Weight 



: 28. 



520 Final Weight 



: 28 



.450 



Deviati 





0.245 



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 



0.660 



2.320 



5.100 



-2.50 



5.657 



0.000 



0.000 



0.000 



2.00 



0.250 



2.011 



7.069 



12.169 



-2.25 



4.757 



0.000 



0.000 



0.000 



2.25 



0.210 



3.881 



13.641 



25.810 



-2.00 



4.000 



0.139 



0.489 



0.489 



2.50 



0.177 



7.067 



24.840 



50.650 



-1.75 



3.364 



0.000 



0.000 



0.489 



2.75 



0.149 



5.630 



19.789 



70.439 



-1.50 



2.828 



0.000 



0.000 



0.489 



3.00 



0.125 



5.232 



18.390 



88.830 



-1.25 



2.378 



0.000 



0.000 



0.489 



3.25 



0.105 



2.322 



8.162 



96.991 



-1.00 



2.000 



0.000 



0.000 



0.489 



3.50 



0.088 



0.560 



1.968 



98.960 



-0.75 



1.682 



0.040 



0.141 



0.629 



3.75 



0.074 



0.219 



0.770 



99.729 



-0.50 



1.414 



0.040 



0.141 



0.770 



4.00 



0.063 



0.077 



0.271 



100.000 



-0.25 



1.189 



0.000 



0.000 



0.770 



4.25 



0.053 



0.000 



0.000 



100.000 



0.00 



1.000 



0.000 



0.000 



0.770 



4.50 



0.044 



0.000 



0.000 



100.000 



0.25 



0.841 



0.040 



0.141 



0.910 



4.75 



0.037 



0.000 



0.000 



100.000 



0.50 



0.707 



0.040 



0.141 



1.051 



5.00 



0.031 



0.000 



0.000 



100.000 



0.75 



0.595 



0.051 



0.179 



1.230 



5.25 



0.026 



0.000 



0.000 



100.000 



1.00 



0.500 



0.080 



0.281 



1.511 



5.50 



0.022 



o.ooo 



0.000 



100.000 



1.25 



0.420 



0.111 



0.390 



1.902 



5.75 



0.019 



0.000 



0.000 



100.000 



1.50 



0.354 



0.250 



0.879 



2.780 



6.00 



0.016 



0.000 



0.000 



100.000 



Sample Content by Weight Percent 

 Gravel 



Standard Statistics 



2.47 



0.58 



-3.06 



23.42 



2.50 



0.44 



-0.01 



1.03 



0. 18 









B96 



