Elevation of Top of Core 

 Length of Core 

 Depth to Top of Sample 

 Depth to Bottom of Sample 



Start 



Weight 



: 50. 



330 Fi 



lal Weight : 5C 



.321 



Deviati 





0.018 1 



PHI 



MM 



Weight 



Percnt 



CUBUl 



Percnt 



PHI 



MM 



Weight 



Percnt 



Cumul 

 Percnt 



-2.75 



6.727 



0.000 



0.000 



0.000 



1.75 



0.297 



0.750 



1.490 



4.690 



-2.50 



5.657 



0.000 



0.000 



0.000 



2.00 



0.250 



1.942 



3.859 



8.549 



-2.25 



4.757 



0.000 



0.000 



0.000 



2.25 



0.210 



4.539 



9.020 



17.569 



-2.00 



4.000 



0.000 



0.000 



0.000 



2.50 



0.177 



12.505 



24.850 



42.420 



-1.75 



3.364 



0.000 



0.000 



0.000 



2.75 



0.149 



11.881 



23.610 



66.030 



-1.50 



2.828 



0.060 



0. 119 



0.119 



3.00 



0.125 



9.999 



19.870 



85.901 



-1.25 



2.378 



0.050 



0.099 



0.219 



3.25 



0.105 



5.329 



10.590 



96.491 



-1.00 



2.000 



0.040 



0.079 



0.298 



3.50 



0.088 



0.961 



1.910 



98.400 



-0.75 



1.682 



0.101 



0.201 



0.499 



3.75 



0.074 



0.538 



1.069 



99.469 



-0.50 



1.414 



0.101 



0.201 



0.700 



4.00 



0.063 



0.267 



0.531 



100.000 



-0.25 



1.189 



0.081 



0.161 



0.860 



4.25 



0.053 



o.ooo 



0.000 



100.000 



0.00 



1.000 



0.070 



0.139 



1.000 



4. SO 



0.044 



0.000 



0.000 



100.000 



0.25 



0.841 



0.151 



0.300 



1.300 



4.75 



0.037 



0.000 



0.000 



100.000 



0.50 



0.707 



0.101 



0.201 



1.500 



5.00 



0.031 



o.ooo 



0.000 



100.000 



0.75 



0.595 



0.131 



0.260 



1.761 



5.25 



0.026 



0.000 



0.000 



100.000 



1.00 



0.500 



0.231 



0.459 



2.220 



5.50 



0.022 



0.000 



0.000 



100.000 



1.25 



0.420 



0.201 



0.399 



2.619 



5.75 



0.019 



0.000 



0.000 



100.000 



1.50 



0.354 



0.292 



0.580 



3.199 



6.00 



0.016 



0.000 



0.000 



100.000 



Sample Content by Weight Percent : 

 Gravel 



Standard Statistics : 



Method of Moments (PHI) 











2.54 



0.57 



-2.56 



16.05 



Folk Graphic 



Measures (PHI) 





2.58 



2.59 



0.41 



-0.05 



1.10 



Grain 



Size ( 



ran) 







0.17 



0.17 









Local 



ty 



Type 

 G 



Sample r 



6218013 85 



ate 



3 



Profi 



le Analysis Date Analy 

 870706 LLS 



39 



053 





X Position 



: 3300.00 





Y Positi 



on : 



1483.57 







Ele 



vation of 



Top of Co 





_ 



14.98 











Length of Core 









0.00 











Depth to Top 



of Sample 







0.00 











Depth to Bottom of 



Sample 











Comments : 





















Start 



We ight 



: 63. 



170 Final Weight 





53.129 



Deviati 





0.065 * 



PHI 



MM 



Weight 



Percnt 



Cumul 

 Percnt 







PHI 



MM 



Weight 



Percnt 



Cumul 

 Percnt 



-2.75 



6.727 



0.000 



0.000 



0.000 







1.7 



) 0.297 



0.429 



0.680 



5.628 



-2.50 



5.657 



0.000 



0.000 



0.000 







2.0 



) 0.250 



1.591 



2.520 



8.148 



-2.25 



4.757 



0.000 



0.000 



0.000 







2.2 



> 0.210 



7.601 



12.040 



20.189 



-2.00 



4.000 



0.789 



1.250 



1.250 







2.5 



) 0.177 



26.691 



42.280 



62.469 



-1.75 



3.364 



0.221 



0.350 



1.600 







2.7 



) 0.149 



11.041 



17.490 



79.958 



-1.50 



2.828 



0.120 



0.190 



1.790 







3.0 



) 0.125 



7.393 



11.711 



91.669 



-1.25 



2.378 



0.221 



0.350 



2.140 







3.2 



> 0.105 



3.390 



5.370 



97.039 



-1.00 



2.000 



0.259 



0.410 



2.550 







3.5 



> 0.088 



1.067 



1.690 



98.730 



-0.75 



1.682 



0.170 



0.269 



2.820 







3.7 



J 0.074 



0.600 



0.950 



99.680 



-0.50 



1.414 



0.221 



0.350 



3.170 







4 .0 



) 0.063 



0.202 



0.320 



100.000 



-0.25 



1.189 



0.189 



0.299 



3.469 







4.2 



J 0.053 



0.000 



0.000 



100.000 



0.00 



1.000 



0.133 



0.211 



3.680 







4.5 



) 0.044 



0.000 



0.000 



100.000 



0.25 



0.841 



0.170 



0.269 



3.949 







4 .7 



> 0.037 



0.000 



0.000 



100.000 



0.50 



0.707 



0.101 



0.160 



4.109 







5.0 



) 0.031 



0.000 



0.000 



100.000 



0.75 



0.595 



0.107 



0.169 



4.279 







5.2 



> 0.026 



0.000 



0.000 



100.000 



1.00 



0.500 



0.152 



0.241 



4.519 







5.5 



) 0.022 



0.000 



0.000 



100.000 



1.25 



0.420 



0.101 



0.160 



4.679 







5.7 



J 0.019 



0.000 



o.ooo 



100.000 



1.50 



0.354 



0.170 



0.269 



4.949 







6.0 



) 0.016 



0.000 



0.000 



100.000 



Sample Content by Weight Percent : 



Standard Statistics : 



ravel 



coarse 



Sand 

 medium 



fine 



Silt 



Clay 



2.550 

 0.000 



1.969 

 2.550 



3.629 

 2.129 



91.852 

 95.001 



0.000 

 0.320 



0.000 

 0.000 





Median 



Mean 



Dev. 



Skew 



Kurt 





2.43 



2.34 

 2.48 



0.84 

 0.42 



-3.55 

 0.05 



17.86 



1.67 



B126 



