Local i 



ty 



Type 



Sample 



Date 





Profi 



le Analysis Date Analy 



39 





G 



6218402 850808 





870715 



t.t.<: 





X Position 



: 3300.00 



Y 



Positi 





194.8 



4 







Ele 



vation o 



Top of Core : 





19.41 











Length of Core 









0.00 











Depth to Top of Sampl 









0.00 











Depth to Bottom of Sample 













Comments : 



















Start 



Weight 



: 62. 



010 Fir 



al Weight : 61.581 



Deviati 





0.692 i 



PHI 



MM 



Weight 



Percnt 



Cumul 

 Percnt 



PHI 



MM 



Weight 



Percnt 



Percnt 



-2.75 



6.727 



0.000 



0.000 



0.000 



1.75 



0.297 



8.831 



14.340 



74.630 



-2.50 



5.657 



0.000 



0.000 



0.000 



2.00 



0.250 



8.147 



13.230 



87.860 



-2.25 



4.757 



0.000 



0.000 



0.000 



2.25 



0.210 



4.348 



7.061 



94.921 



-2.00 



4.000 



0.000 



0.000 



0.000 



2.50 



0.177 



2.260 



3.670 



98.590 



-1.75 



3.364 



0.000 



0.000 



0.000 



2.75 



0.149 



0.659 



1.070 



99.661 



-1.50 



2.828 



0.000 



0.000 



0.000 



3.00 



0.125 



0.209 



0.339 



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 



0.031 



0.050 



0.050 



3.50 



0.088 



0.000 



0.000 



100.000 



-0.75 



1.682 



0.068 



0.110 



0.161 



3.75 



0.074 



0.000 



0.000 



100.000 



-0.50 



1.414 



0.302 



0.490 



0.651 



4.00 



0.063 



0.000 



0.000 



100.000 



-0.25 



1.189 



0.788 



1.280 



1.931 



4.25 



0.053 



0.000 



0.000 



100.000 



0.00 



1.000 



1.170 



1.900 



3.831 



4.50 



0.044 



0.000 



0.000 



100.000 



0.25 



0.841 



2.359 



3.831 



7.661 



4.75 



0.037 



0.000 



0.000 



100.000 



0.50 



0.707 



2.192 



3.560 



11.221 



5.00 



0.031 



0.000 



0.000 



100.000 



0.75 



0.595 



3.430 



5.570 



16.791 



5.25 



0.026 



0.000 



0.000 



ioo.ooo 



1.00 



0.500 



9.606 



15.599 



32.390 



5.50 



0.022 



0.000 



0.000 



100.000 



1.25 



0.420 



9.200 



14.940 



47.330 



5.75 



0.019 



0.000 



0.000 



100.000 



1.50 



0.354 



7.981 



12.960 



60.290 



6.00 



0.016 



0.000 



0.000 



100.000 



Sample Content by Weight Percent 



Standard Statisti 



Method of Moments (PHI) 

 Folk Graphic Measures (PHI) 

 Grain Size (mm) 



Elevation of Top of Core 

 Length of Core 

 Depth to Top of Sample 

 Depth to Bottom of Sample 



ofile 



Analysis Date 



Analy 





870715 



T.T.q 



it ion 



: 225.66 





14 



08 









00 









00 





Comments 



start 



Weight 





58 



720 



Fi 



nal Weight : 



58.290 



Deviati 







0.732 * 



PHI 



MM 



We 



ght 



Percnt 



Cumul 



PHI 



MM 



Weight 



Percnt 



Cumul 





6.727 







000 







Percnt 

 0.000 



1 



75 



0.297 



8.231 



14 



121 



Percnt 



-2.75 







000 



66.629 



-2.50 



5.657 







000 







000 



0.000 



2 



00 



0.250 



9.338 



16 



020 



82.649 



-2.25 



4.757 







000 







000 



0.000 



2 



25 



0.210 



5.742 



9 



851 



92.500 



-2.00 



4.000 







000 







000 



0.000 



2 



50 



0.177 



3.072 



5 



270 



97.770 



-1.75 



3.364 







029 







050 



0.050 



2 



75 



0.149 



0.909 



1 



559 



99.329 



-1.50 



2.828 







111 







190 



0.240 



3 



00 



0.125 



0.321 







551 



99.880 



-1.25 



2.378 







122 







209 



0.449 



3 



25 



0.105 



0.070 







120 



100.000 



-1.00 



2.000 







029 







050 



0.499 



3 



50 



0.088 



0.000 







000 



100.000 



-0.75 



1.682 







251 







431 



0.930 



3 



75 



0.074 



0.000 







000 



100.000 



-0.50 



1.414 







501 







859 



1.789 



4 



00 



0.063 



0.000 







000 



100.000 



-0.2 5 



1.189 







752 



1 



290 



3.079 



4 



25 



0.053 



0.000 







000 



100.000 



0.00 



1.000 







839 



1 



439 



4.519 



4 



50 



0.044 



0.000 







000 



100.000 



0.25 



0.841 



1 



591 



2 



729 



7.248 



4 



75 



0.037 



0.000 







000 



100.000 



0.50 



0.707 



1 



679 



2 



880 



10. 129 



5 



00 



0.031 



0.000 







000 



100.000 



0.75 



0.595 



2 



903 





980 



15.109 



5 



25 



0.026 



0.000 







000 



100.000 



1.00 



0.500 



7 



962 



13 



659 



28.768 



5 



50 



0.022 



0.000 







000 



100.000 



1.25 



0.420 



7 



187 



12 



330 



41.098 



5 



7S 



0.019 



0.000 







000 



100.000 



1.50 



0.354 



6 



651 



11 



410 



52.508 



6 



00 



0.016 



0.000 







000 



100.000 



mple Content by Weight Percent 

 Gravel 



Standard Stati 



B145 



