Local 



ty 



Type 



Sample 



Date 





Profi 



le Analysis Date Analy 



39 





G 



6218009 850530 





870702 



LLS 





X Position 



: 3300.00 



Y 



Positi 



on : 



732.25 







Elevation of 



Top of Core : 





-7.00 











Length of Co 











0.00 











Depth to Top 



of Samp] 



e 







0.00 











Depth to Bot 



Com of Sample 













Comme 



its : 



















Start 



Weight 



: 51. 



140 Fin 



ll Weight : 51.122 



Deviati 





0.035 * 



PHI 



MM 



Weight 



Percnt 



Percnt 



PHI 



MM 



Weight 



Percnt 



Cumul 

 Percnt 



-2. 75 



6.727 



0.000 



0.000 



0.000 



1.75 



0.297 



0.751 



1.469 



2.463 



-2.50 



5.657 



0.000 



0.000 



0.000 



2.00 



0.250 



2.040 



3.990 



6.453 



-2.25 



4.757 



0.000 



0.000 



0.000 



2.25 



0.210 



4.892 



9.569 



16.022 



-2.00 



4.000 



0.000 



0.000 



0.000 



2.50 



0.177 



20.182 



39.478 



55.501 



-1.75 



3.364 



0.000 



0.000 



0.000 



2.75 



0.149 



13.092 



25.609 



81.110 



-1.50 



2.828 



0.031 



0.061 



0.061 



3.00 



0.125 



6.901 



13.499 



94.609 



-1.25 



2.378 



0.041 



0.080 



0.141 



3.25 



0.105 



1.999 



3.910 



98.519 



-1.00 



2.000 



0.000 



0.000 



0.141 



3.50 



0.088 



0.399 



0.780 



99.300 



-0.75 



1.682 



0.000 



0.000 



0.141 



3.75 



0.074 



0.281 



0.550 



99.849 



-0.50 



1.414 



o.ooo 



0.000 



0.141 



4.00 



0.063 



0.077 



0.151 



100.000 



-0.25 



1.189 



0.000 



0.000 



0.141 



4.25 



0.053 



0.000 



0.000 



100.000 



0.00 



1.000 



0.000 



0.000 



0.141 



4.50 



0.044 



0.000 



0.000 



100.000 



0.25 



0.841 



0.031 



0.061 



0.201 



4.75 



0.037 



0.000 



0.000 



100.000 



0.50 



0.707 



0.000 



0.000 



0.201 



5.00 



0.031 



0.000 



0.000 



100.000 



0.75 



0.595 



0.031 



0.061 



0.262 



5.25 



0.026 



0.000 



0.000 



ioo.ooo 



1.00 



0.500 



0.072 



0.141 



0.403 



5.50 



0.022 



0.000 



0.000 



100.000 



1.25 



0.420 



0.092 



0. 180 



0.583 



5.75 



0.019 



0.000 



0.000 



100.000 



1.50 



0.354 



0.210 



0.411 



0.994 



6.00 



0.016 



0.000 



0.000 



100.000 



Sample Content by Weight Percent 

 Gravel 



Standard Statistics : 



Hethod of Moments (PHI) 

 Folk Graphic Measures (PHI) 

 Grain Size (mm) 



2.48 

 2.51 

 0.18 



Y Positio 



Comments 



Elevation of Top of Core 

 Length of Core 

 Depth to Top of Sample 

 Depth to Bottom of Sample 



-10.83 

 0.00 

 0.00 



Start 



Weight 



: 52. 



440 Fi 



nal Weight 



: 52.431 



Deviati 





0.017 % 



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 



0.645 



1.230 



8.760 



-2.50 



5.657 



0.000 



0.000 



0.000 



2.00 



0.250 



1.568 



2.991 



11.751 



-2.25 



4.757 



0.000 



0.000 



0.000 



2.25 



0.210 



3.691 



7.040 



18.790 



-2.00 



4.000 



0.718 



1.369 



1.369 



2.50 



0.177 



10.318 



19.679 



38.470 



-1.75 



3.364 



0.231 



0.441 



1.810 



2.75 



0.149 



20.883 



39.829 



78.299 



-1.50 



2.828 



0.267 



0.509 



2.319 



3.00 



0.125 



7.188 



13.709 



92.009 



-1.25 



2.378 



0.388 



0.740 



3.059 



3.25 



0.105 



2.910 



5.550 



97.559 



-1.00 



2.000 



0.252 



0.481 



3.540 



3.50 



0.088 



0.682 



1.301 



98.859 



-0.75 



1.682 



0.199 



0.380 



3.919 



3.75 



0.074 



0.488 



0.931 



99.790 



-0.50 



1.414 



0.377 



0.719 



4.638 



4.00 



0.063 



0.100 



0.191 



99.981 



-0.25 



1.189 



0.110 



0.210 



4.848 



4.25 



0.053 



0.010 



0.019 



100.000 



0.00 



1.000 



0.121 



0.231 



5.079 



4.50 



0.044 



0.000 



0.000 



100.000 



0.25 



0.841 



0.189 



0.360 



5.440 



4.75 



0.037 



0.000 



0.000 



100.000 



0.50 



0.707 



0.147 



0.280 



5.720 



5.00 



0.031 



0.000 



0.000 



100.000 



0.75 



0.595 



0.184 



0.351 



6.071 



5.25 



0.026 



0.000 



0.000 



100.000 



1.00 



0.500 



0.309 



0.589 



6.660 



5.50 



0.022 



0.000 



0.000 



100.000 



1.25 



0.420 



0.189 



0.360 



7.021 



5.75 



0.019 



0.000 



0.000 



100.000 



1.50 



0.354 



0.267 



0.509 



7.530 



6.00 



0.016 



0.000 



0.000 



100.000 



Sample Content by Weight Percent : 



Standard Stati 



Method of Moments (PHI) 

 Folk Graphic Measures (PHI) 

 Grain Size (mm) 



ravel 



coarse 



Sand 

 medium 



fine 



Silt 



Clay 



3.540 

 0.000 



3.120 

 3.540 



5.090 

 3.481 



88.230 

 92.770 



0.019 

 0.210 



0.000 

 0.000 





Median 



Mean 



Dev. 



Skew 



Kurt 







2.34 



0.97 



-3.13 



13.17 



B125 



