Elevation of Top of Core 

 Length of Core 

 Depth to Top of Sample 

 Depth to Bottom of Sample 



Comments : 



















Start 



Weight 



: 51. 



130 Fi 



nal Weight : 5C 



.720 



Devi at i 





0.802 \ 



PHI 



MM 



Weight 



Percnt 



Cumul 



PHI 



MM 



Weight 



Percnt 



Cumul 

 Percnt 



-2.75 



6.727 



0.000 



0.000 



0.000 



1.75 



0.297 



0.969 



1.910 



5.039 



-2.50 



5.657 



0.000 



0.000 



0.000 



2.00 



0.250 



2.861 



5.641 



10.680 



-2.25 



4.757 



0.000 



0.000 



0.000 



2.25 



0.210 



7.481 



14.750 



25.430 



-2.00 



4.000 



0.000 



0.000 



0.000 



2.50 



0.177 



11.488 



22.650 



48.080 



-1.75 



3.364 



0.000 



0.000 



0.000 



2.75 



0.149 



13.263 



26. 149 



74.229 



-1.50 



2.828 



0.132 



0.260 



0.260 



3.00 



0.125 



9.348 



18.431 



92.660 



-1.25 



2.378 



0.000 



0.000 



0.260 



3.25 



0.105 



2.850 



5.619 



98.279 



-1.00 



2.000 



0.030 



0.059 



0.319 



3.50 



0.088 



0.639 



1.260 



99.539 



-0.75 



1.682 



0.000 



0.000 



0.319 



3.75 



0.074 



0. 188 



0.371 



99.909 



-0.50 



1.414 



0.101 



0.199 



0.519 



4.00 



0.063 



0.046 



0.091 



100.000 



-0.25 



1.189 



0.132 



0.260 



0.779 



4.25 



0.053 



0.000 



0.000 



100.000 



0.00 



1.000 



0.091 



0.179 



0.958 



4.50 



0.044 



0.000 



0.000 



100.000 



0.25 



0.841 



0.122 



0.241 



1.199 



4 .75 



0.037 



0.000 



0.000 



100.000 



0.50 



0.707 



0.152 



0.300 



1.498 



5.00 



0.031 



0.000 



0.000 



100.000 



0.75 



0.595 



0.152 



0.300 



1.798 



5.25 



0.026 



0.000 



0.000 



100.000 



1.00 



0.500 



0.188 



0.371 



2.169 



5.50 



0.022 



0.000 



0.000 



100.000 



1.25 



0.420 



0.188 



0.371 



2.539 



5.75 



0.019 



0.000 



0.000 



100.000 



1.50 



0.354 



0.299 



0.590 



3.129 



6.00 



0.016 



0.000 



0.000 



100.000 



Sample Content by Weight Percent 

 Gravel 



Standard Statistics 



Method 



of Moments (PHI) 









2.45 



0.54 



2.71 



17.31 



Folk Graphic 



Measures (PHI) 



2.52 





2.50 



0.40 



0.11 



1.08 



Grain 



Size (J 



m) 





0. 17 





0.18 









Locality 



Type 



Sample 



Date 





Profi 



le Analysis Date Analv 



39 





G 



6217008 850105 





860502 



LSC 





X Position 



: 3300.00 



Y Positi 



on : 



572.61 







Elevation of 



Top of Core 





-7.89 











Length of Co 









0.00 











Depth to Top 



of Sample 







0.00 











Depth to Bottom of Sample 











Comments : 



















Start 



Weight 



: 56. 



400 Fin 



al Weight 





>6.380 



Deviati 



on 



0.035 % 



PHI 



MM 



Weight 



Percnt 



Cumul 

 Percnt 





PHI 



MM 



Weight 



Percnt 



Cumul 



-2.75 



6.727 



0.000 



0.000 



0.000 





1.7 



i 0.297 



2.678 



4.750 



9.440 



-2.50 



5.657 



0.000 



0.000 



0.000 





2.0 



) 0.250 



5.988 



10.621 



20.060 



-2.25 



4.757 



0.000 



0.000 



0.000 





2.2 



) 0.210 



14.163 



25.121 



45.181 



-2.00 



4.000 



0.000 



0.000 



0.000 





2.5 



) 0.177 



13.813 



24.500 



69.681 



-1.75 



3.364 



0.000 



0.000 



0.000 





2.7 



) 0.149 



9.229 



16.369 



86.050 



-1.50 



2.828 



0.000 



0.000 



o.ooo 





3.0 



) 0.125 



5.520 



9.791 



95.841 



-1.25 



2.378 



0.068 



0.121 



0.121 





3.2 



> 0.105 



1.838 



3.260 



99.101 



-1.00 



2.000 



0.068 



0.121 



0.241 





3.5 



) 0.088 



0.400 



0.709 



99.810 



-0.75 



1.682 



0.152 



0.270 



0.511 





3.7 



j 0.074 



0.090 



0. 160 



99.970 



-0.50 



1.414 



0.079 



0.140 



0.651 





4.0 



) 0.063 



0.017 



0.030 



100.000 



-0.25 



1.189 



0.090 



0.160 



0.811 





4.2 



j 0.053 



0.000 



O.OOO 



100.000 



0.00 



1.000 



0.090 



0. 160 



0.970 





4 .5 



3 0.044 



0.000 



0.000 



100.000 



0.25 



0.841 



0.152 



0.270 



1.240 





4 .7 



j 0.037 



0.000 



0.000 



100.000 



0.50 



0.707 



0.180 



0.319 



1.559 | 





5.0 



) 0.031 



0.000 



0.000 



100.000 



0.75 



0.595 



0.192 



0.341 



1.900 





5.2 



j 0.026 



0.000 



0.000 



loo.ooo 



1.00 



0.500 



0.310 



0.550 



2.449 





5.5 



3 0.022 



0.000 



o.ooo 



100.000 



1.25 



0.420 



0.451 



0.800 



3.249 





5.7 



j 0.019 



0.000 



0.000 



100.000 



1.50 



0.354 



0.812 



1.440 



4.690 





6.0 



3 0.016 



0.000 



0.000 



100.000 



mple Content by Weight Percent 

 Gravel 



Standard Statistics : 





2 



27 



0.54 



-2.08 



12.83 



2.30 



2 



31 



0.43 



-0.02 



1. 13 



0.20 







21 









B79 



