Locality Typo 

 39 C 



X Positio 



Profile 

 V Position 



Elevation oi Top of Core 

 Length of Core 

 Depth to Top of Sample 

 Depth to Bottom of Sample 



0.00 

 0.00 



Canmer 

 Start 



ts : 



Weight 



: 50. 



190 Fi 



rial Weight : 50.138 



Deviati 





0.104 \ 



PHI 



KM 



Weight 



Percnt 



Cumul 

 Percnt 



PHI 



MM 



Weight 



Percnt 



Cumul 

 Percnt 



-2.75 



6.727 



0.000 



0.000 



0.000 



1.75 



0.297 



0.391 



0.780 



5.439 



-2.50 



5.657 



0.000 



0.000 



0.000 



2.00 



0.250 



1.770 



3.530 



8.969 



-2.25 



4.757 



0.000 



o.ooo 



0.000 



2.25 



0.210 



9.241 



18.431 



27.400 



-2.00 



4.000 



o.ooo 



0.000 



0.000 



2.50 



0.177 



14.766 



29.451 



56.851 



-1.75 



3.364 



0.100 



0. 199 



0.199 



2.75 



0.149 



11.457 



22.851 



79.702 



-1.50 



2.828 



0.371 



0.740 



0.939 



3.00 



0.125 



6.498 



12.960 



92.662 



-1.25 



2.378 



0.120 



0.239 



1.179 



3.25 



0.105 



2.562 



5.110 



97.772 



-1.00 



2.000 



0.201 



0.401 



1.580 



3.50 



0.088 



0.521 



1.039 



98.811 



-0.75 



1.682 



0.201 



0.401 



1.981 



3.75 



0.074 



0.491 



0.979 



99.791 



-0.50 



1.414 



0. 191 



0.381 



2.361 



4.00 



0.063 



0.080 



0.160 



99.950 



-0.25 



1.189 



0.201 



0.401 



2.762 



4.25 



0.053 



0.025 



0.050 



100.000 



0.00 



1.000 



0.150 



0.299 



3.062 



4.50 



0.044 



0.000 



0.000 



100.000 



0.25 



0.841 



0.201 



0.401 



3.462 



4.75 



0.037 



0.000 



0.000 



100.000 



0.50 



0.707 



0.110 



0.219 



3.682 



5.00 



0.031 



0.000 



0.000 



100.000 



0.75 



0.595 



0.100 



0.199 



3.881 



5.25 



0.026 



0.000 



0.000 



100.000 



1.00 



0.500 



0.140 



0.279 



4.161 



5.50 



0.022 



0.000 



0.000 



100.000 



1.25 



0.420 



0.110 



0.219 



4.380 



5.75 



0.019 



0.000 



0.000 



100.000 



1.50 



0.354 



0.140 



0.279 



4.659 



6.00 



0.016 



0.000 



0.000 



100.000 



Sample Content by Weight Percent : 

 Gravel 



Standard Statistics : 



2.36 

 2.46 

 0.19 



X Positic 



Y Position 



Elevation of Top of Core 

 Length of Core 

 Depth to Top of Sample 

 Depth to Bottom of Sample 



Comments 



Start 



Weight 



: 53. 



700 Final Weight : 5: 



.480 



Deviation : 



0.410 % 



PHI 



MM 



Weight 



Percnt 



Cumul 

 Percnt 



PHI 



MM 



Weight 



Percnt 



Cumul 

 Percnt 



-2.75 



6.727 



o.ooo 



0.000 



0.000 



1.75 



0.297 



0.048 



0.090 



0.539 



-2.50 



5.657 



0.000 



0.000 



0.000 



2.00 



0.250 



0.219 



0.409 



0.948 



-2.25 



4.757 



0.000 



0.000 



0.000 



2.25 



0.210 



1.390 



2.599 



3.547 



-2.00 



4.000 



0.000 



0.000 



0.000 



2.50 



0.177 



9.648 



18.040 



21.588 



-1.75 



3.364 



0.059 



0.110 



0.110 



2.75 



0.149 



25.291 



47.291 



68.878 



-1.50 



2.828 



0.000 



0.000 



0.110 



3.00 



0.125 



11.600 



21.690 



90.568 



-1.25 



2.378 



0.032 



0.060 



0.170 



3.25 



0.105 



3.262 



6.099 



96.668 



-1.00 



2.000 



0.112 



0.209 



0.380 



3.50 



0.088 



0.802 



1.500 



98. 168 



-0.75 



1.682 



0.037 



0.069 



0.449 



3.75 



0.074 



0.701 



1.311 



99.478 



-0.50 



1.414 



0.000 



0.000 



0.449 



4.00 



0.063 



0.209 



0.391 



99.869 



-0.25 



1.189 



0.000 



0.000 



0.449 



4.25 



0.053 



0.070 



0.131 



100.000 



0.00 



1.000 



0.000 



0.000 



0.449 



4.50 



0.044 



0.000 



0.000 



100.000 



0.25 



0.841 



0.000 



0.000 



0.449 



4.75 



0.037 



0.000 



0.000 



100.000 



0.50 



0.707 



0.000 



0.000 



0.449 



5.00 



0.031 



0.000 



0.000 



100.000 



0.75 



0.595 



0.000 



o.ooo 



0.449 



5.25 



0.026 



0.000 



0.000 



100.000 



1.00 



0.500 



0.000 



0.000 



0.449 



5.50 



0.022 



0.000 



0.000 



100.000 



1.25 



0.420 



0.000 



0.000 



0.449 



5.75 



0.019 



0.000 



0.000 



100.000 



1.50 



0.354 



0.000 



0.000 



0.449 



6.00 



0.016 



0.000 



0.000 



100.000 



Sample Content by Weight Percent 



Standard Statistics 



Method of Moments (PHI) 

 Folk Graphic Measures (PHI) 

 Grain Size (mm) 



ravel 





Sand 





Silt 



Clay 





coarse 



medium 



fine 







0.380 



0.069 



0.499 



98.921 



0.131 



0.000 



0.000 



0.380 



0.069 



99.030 



0.522 



0.000 





Median 



Mean 



Dev. 



Skew 



Kurt 







2-66 



0.39 



-4 .55 



54.28 





2.65 



2.67 



0.26 



0.13 



1.23 





0. 16 



0.16 









B142 



