Locality Type 

 39 C 



X Positio 



Profile 

 V Position 



Elevation of Top of Core 

 Length of Core 

 Depth to Top of Sample 

 Depth to Bottom of Sample 



-12. 34 

 0.00 

 0.00 



Comments : 





















Start 



Weight 



25. 



640 Fi 



rial Weight : 25 



.478 



Deviati 







0.632 » 



PHI 



MM 



Weight 



Percnt 



Cumul 



Percnt 



PHI 



MM 



Weight 



Pel 



cnt 



Cumul 

 Percnt 



-2.75 



6.727 



0.000 



0.000 



0.000 



1.75 



0.297 



0.3 59 



1 



409 



5.801 



-2.50 



5.657 



0.000 



0.000 



0.000 



2.00 



0.250 



0.879 



3 



4 SO 



9.251 



-2.25 



4.757 



0.000 



0.000 



0.000 



2.25 



0.210 



1.939 



7 



610 



16.862 



-2.00 



4 .000 



0.130 



0.510 



0.510 



2.50 



0.177 



4 .000 



15 



700 



32.561 



-1.75 



3.364 



0. 161 



0.632 



1.142 



2.75 



0.149 



5.771 



22 



651 



S5.212 



-1.50 



2.828 



0.000 



0.000 



1.142 



3.00 



0.125 



6.604 



25 



920 



81.133 



-1.25 



2.378 



0.099 



0. 389 



1.531 



3.25 



0.105 



3.111 



12 



211 



93.343 



-1.00 



2.000 



0.069 



0.271 



1.802 



3.50 



0.088 



1.159 



4 



549 



97.892 



-0.7 5 



1.682 



0.000 



0.000 



1.802 



3.75 



0.074 



0.420 



1 



648 



99.541 



-0.50 



1.414 



0.089 



0.349 



2.151 



4.00 



0.063 



0.117 







459 



100.000 



-0.25 



1.189 



0.051 



0.200 



2.351 



4.25 



0.053 



0.000 







000 



100.000 



0.00 



1.000 



0.031 



0.122 



2.473 



4.50 



0.044 



0.000 







000 



100.000 



0.25 



0.841 



0.061 



0.239 



2.712 



4.75 



0.037 



0.000 







000 



100.000 



0.50 



0.707 



0.069 



0.271 



2.983 



5.00 



0.031 



0.000 







000 



100.000 



0.75 



0.595 



0.051 



0.200 



3.183 



5.25 



0.026 



0.000 







000 



100.000 



1.00 



0.500 



0.099 



0.389 



3.572 



5.50 



0.022 



0.000 







000 



100.000 



1.25 



0.420 



0.079 



0.310 



3.882 



5.75 



0.019 



o.ooo 







000 



100.000 



1.50 



0.354 



0.130 



0.510 



4.392 



6.00 



0.016 



0.000 







000 



ioo.ooo 



Sample Content by Weight Percent 

 Gravel 



standard Statistics 



1.802 



1.770 



5.679 



90.749 



0.000 



0.000 



0.000 



1.802 



2.080 



95.659 



0.459 



0.000 



Method of Moments (PHI) 

 Folk Graphic Measures (PHI) 



2.56 

 2.66 

 0.17 



X Position 



Y Position 



Elevation of Top of Core 

 Length of Core 

 Depth to Top of Sample 

 Depth to Bottom of Sample 



-13.31 

 0.00 

 0.00 



Comments : 



















Start 



Weight 



: 22. 



020 Final Weight : 21 



.911 



Deviati 





0.495 % 



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 



0.000 



0.000 



0.178 



-2.50 



5.657 



0.000 



0.000 



0.000 



2.00 



0.250 



0.110 



0.502 



0.680 



-2.25 



4.757 



0.000 



0.000 



0.000 



2.25 



0.210 



0.780 



3.560 



4.240 



-2.00 



4.000 



0.000 



0.000 



o.ooo 



2.50 



0.177 



4.220 



19.260 



23.500 



-1.75 



3.3 64 



0.000 



0.000 



0.000 



2.75 



0.149 



6.963 



31.779 



55.278 



-1.50 



2.828 



0.000 



0.000 



0.000 



3.00 



0.125 



6.492 



29.629 



84.907 



-1.25 



2.378 



0.039 



0.178 



0.178 



3.25 



0.105 



2.500 



11.410 



96.317 



-1.00 



2.000 



0.000 



0.000 



0.178 



3.50 



0.088 



0.570 



2.601 



98.918 



-0.75 



1.682 



0.000 



0.000 



0.178 



3.75 



0.074 



0.180 



0.822 



99.740 



-0.50 



1.414 



0.000 



o.ooo 



0.178 



4.00 



0.063 



0.057 



0.260 



100.000 



-0.25 



1.189 



0.000 



0.000 



0. 178 



4.25 



0.053 



0.000 



0.000 



100.000 



0.00 



1.000 



0.000 



0.000 



0.178 



4.50 



0.044 



0.000 



0.000 



100.000 



0.25 



0.841 



0.000 



0.000 



0.178 



4.75 



0.037 



0.000 



0.000 



100.000 



0.50 



0.707 



0.000 



0.000 



0.178 



5.00 



0.031 



0.000 



0.000 



100.000 



0.75 



0.595 



o.ooo 



0.000 



0.178 



5.25 



0.026 



0.000 



0.000 



100.000 



1.00 



0.500 



0.000 



0.000 



0.178 



5.50 



0.022 



0.000 



0.000 



100.000 



1.25 



0.420 



0.000 



0.000 



0.178 



5.75 



0.019 



0.000 



0.000 



100.000 



1.50 



0.354 



0.000 



0.000 



0.178 



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 



71 



0. 34 



-2.72 



2.71 



2 



70 



0.29 



0.01 



0.15 







15 







B104 



