Local j 



ty 



Type 



Sample 



Date 





Profi 



le An 



ilysis D 



ate Ana 



39 





G 



6215915 840910 





850828 



HT 





X Position 



: 3300.00 



Y 



Positi 



on : 



1943.29 







Ele 



vation of 



Top of Core : 



- 



19.86 











Length of Core 









0.00 











Depth to Top 



of Sampl 









0.00 











Depth to Bottom of S^ 



mple 













Comments : 



















Start 



Weight 



: 45. 



460 Fin 



al Weight : 45.749 



Deviati 





0.636 



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 



0.581 



1.270 



6.457 



-2.50 



5.657 



0.000 



0.000 



0.000 



2.00 



0.250 



1.240 



2.710 



9.167 



-2.25 



4.757 



0.000 



0.000 



0.000 



2.25 



0.210 



1.359 



2.971 



12. 138 



-2.00 



4.000 



0.000 



0.000 



0.000 



2.50 



0.177 



8.432 



18.431 



30.569 



-1.75 



3.364 



0.000 



0.000 



0.000 



2.75 



0.149 



10.321 



22.560 



53.129 



-1.50 



2.828 



0.000 



0.000 



0.000 



3.00 



0.125 



9.612 



21.010 



74. 139 



-1.25 



2.378 



0.000 



0.000 



0.000 



3.25 



0.105 



5.710 



12.481 



86.620 



-1.00 



2.000 



0.041 



0.090 



0.090 



3.50 



0.088 



4.410 



9.640 



96.260 



-0.75 



1.682 



0.041 



0.090 



0.179 



3.75 



0.074 



1.432 



3.130 



99.390 



-0.50 



1.414 



0.151 



0.330 



0.509 



4.00 



0.063 



0.279 



0.610 



100.000 



-0.25 



1.189 



0.169 



0.3 69 



0.879 



4.25 



0.053 



0.000 



0.000 



100.000 



0.00 



1.000 



0.210 



0.459 



1.338 



4.50 



0.044 



0.000 



0.000 



100.000 



0.25 



0.841 



0.302 



0.660 



1.998 



4.75 



0.037 



0.000 



0.000 



100.000 



0.50 



0.707 



0.279 



0.610 



2.608 



5.00 



0.031 



0.000 



0.000 



100.000 



0.75 



0.595 



0.288 



0.630 



3.237 



5.25 



0.026 



0.000 



0.000 



100.000 



1.00 



0.500 



0.361 



0.789 



4.026 



5.50 



0.022 



0.000 



0.000 



100.000 



1.25 



0.420 



0.151 



0.330 



4.356 



5.75 



0.019 



0.000 



0.000 



100.000 



1.50 



0.354 



0.380 



0.831 



5.187 



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) 



2.64 

 2.74 

 0.16 



Locality Type 

 39 G 



X Positio 



Elevation of Top of Core 

 Length of Core 

 Depth to Top of Sample 

 Depth to Bottom of Sample 



-22.21 

 0.00 

 0.00 



Comments : 



















Start 



Weight 



: 49. 



760 Final Weight : 49.718 



Deviati 





0.08 



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 



0.259 



0.521 



2.999 



-2.50 



5.657 



0.000 



0.000 



0.000 



2.00 



0.250 



0.830 



1.669 



4.668 



-2.25 



4.7 57 



o.ooo 



0.000 



0.000 



2.25 



0.210 



1.009 



2.029 



6.698 



-2.00 



4.000 



0.000 



0.000 



0.000 



2.50 



0.177 



7.011 



14.102 



20.799 



-1.75 



3.364 



0.080 



0.161 



0.161 



2.75 



0.149 



11.749 



23.631 



44.431 



-1.50 



2.828 



0.000 



0.000 



0.161 



3.00 



0.125 



15.005 



30.180 



74.611 



-1.25 



2.378 



0.000 



0.000 



0.161 



3.25 



0.105 



8.328 



16.750 



91.361 



-1.00 



2.000 



0.000 



0.000 



0.161 



3.50 



0.088 



3.162 



6.360 



97.721 



-0.75 



1.682 



0.060 



0.121 



0.282 



3.75 



0.074 



0.830 



1.669 



99.391 



-0.50 



1.414 



0.089 



0.179 



0.461 



4.00 



0.063 



0.303 



0.609 



100.000 



-0.25 



1.189 



0.089 



0.179 



0.640 



4.25 



0.053 



0.000 



0.000 



100.000 



0.00 



1.000 



0.089 



0.179 



0.819 



4.50 



0.044 



0.000 



0.000 



100.000 



0.25 



0.841 



0.119 



0.239 



1.058 



4.75 



0.037 



0.000 



0.000 



100.000 



0.50 



0.707 



0.129 



0.259 



1.317 



5.00 



0.031 



0.000 



0.000 



100.000 



0.75 



0.595 



0. 149 



0.300 



1.617 



5.25 



0.026 



0.000 



0.000 



100.000 



1.00 



0.500 



0.169 



0.340 



1.957 



5.50 



0.022 



0.000 



0.000 



100.000 



1.25 



0.420 



0.070 



0.141 



2.098 



5.75 



0.019 



0.000 



0.000 



100.000 



1.50 



0.354 



0.189 



0.380 



2.478 



6.00 



0.016 



0.000 



0.000 



100.000 



Sample Content by Weight Percent : 

 Gravel 



standard statisti 



3f Moments 

 iphic Meas 

 Lze (mm) 



B27 



