Elevation of Top of Core 

 Length of Core 

 Depth to Top of Sample 

 Depth to Bottom of Sample 



Comments : 



















Start 



Weight 



: 51. 



180 Fi 



nal Weight : 51.231 



Deviati 





0.10C 



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 



0.830 



1.620 



8.331 



-2.50 



5.657 



0.000 



0.000 



0.000 



2.00 



0.250 



2.018 



3.939 



12.270 



-2.25 



4.757 



0.000 



0.000 



0.000 



2.25 



0.210 



4.580 



8.940 



21.210 



-2.00 



4.000 



0.000 



o.ooo 



0.000 



2.50 



0.177 



12.403 



24.210 



45.420 



-1.75 



3.364 



0.251 



0.490 



0.490 



2.75 



0.149 



12.628 



24.649 



70.069 



-1.50 



2.828 



0.000 



0.000 



0.490 



3.00 



0.125 



8.868 



17.310 



87.379 



-1.25 



2.378 



0.072 



0.141 



0.630 



3.25 



0.105 



4.088 



7.980 



95.358 



-1.00 



2.000 



0.082 



0.160 



0.791 



3.50 



0.088 



1.240 



2.420 



97.779 



-0.75 



1.682 



0.102 



0.199 



0.990 



3.75 



0.074 



0.948 



1.850 



99.629 



-0.50 



1.414 



0.128 



0.250 



1.239 



4.00 



0.063 



0.190 



0.371 



100.000 



-0.25 



1.189 



0.092 



0.180 



1.419 



4.25 



0.053 



0.000 



0.000 



100.000 



0.00 



1.000 



0.108 



0.211 



1.630 



4.50 



0.044 



0.000 



0.000 



100.000 



0.25 



0.841 



0.220 



0.429 



2.059 



4.75 



0.037 



0.000 



0.000 



100.000 



0.50 



0.707 



0.251 



0.490 



2.549 



5.00 



0.031 



0.000 



0.000 



100.000 



0.75 



0.595 



0.441 



0.861 



3.410 



5.25 



0.026 



0.000 



0.000 



100.000 



1.00 



0.500 



0.671 



1.310 



4.720 



5.50 



0.022 



0.000 



0.000 



loo.ooo 



1.25 



0.420 



0.318 



0.621 



5.341 



5.75 



0.019 



0.000 



0.000 



100.000 



1.50 



0.354 



0.702 



1.370 



6.711 



6.00 



0.016 



0.000 



0.000 



100.000 



Sample Content by Weight Percent : 

 Gravel 



Standard Statistics : 



Method 



of Moments (PHI) 









2.45 



0.71 



2.59 



13.79 



Folk Graphic 



Measures 



(PHI) 



2. 



55 





2.53 



0.53 



0.20 



1.64 



Srain 



size (e 



a) 





0. 



L7 





0.18 









Local 



ty 



Type 



Sample 



Date 





Profl 



le Analysis Date Analy 



39 





G 



6217012 850105 





860514 



LSC 





X Position 



: 3300.00 





V Positi 





1208.98 







Ele 



nation of 



Top of Co 







13.72 











Length of Co 











0.00 











Depth to Top 



of Sample 







0.00 











Depth to Bottom of Sample 











Comments : 





















Start 



Weight 



: 53. 



340 Final Weight 





)3.480 



Deviati 





0.262 % 



PHI 



MM 



Weight 



Percnt 



^umul 

 Percnt 





PHI 



MM 



weight 



Percnt 



Cumul 

 Percnt 



-2.75 



6.727 



0.000 



0.000 



0.000 





1.7 



> 0.297 



0.070 



0.131 



1.980 



-2.50 



5.657 



0.000 



0.000 



0.000 





2.0 



3 0.250 



0.289 



0.540 



2.521 



-2.25 



4.757 



0.000 



0.000 



0.000 





2.2 



> 0.210 



0.979 



1.831 



4.351 



-2.00 



4.000 



0.000 



0.000 



0.000 





2.5 



3 0.177 



7.519 



14.059 



18.411 



-1.75 



3.364 



0.000 



0.000 



0.000 





2.7 



) 0.149 



16.274 



30.430 



48.841 



-1.50 



2.828 



0.080 



0.150 



0.150 





3.0 



3 0.125 



14.049 



26.270 



75.110 



-1.25 



2.378 



0.102 



0.191 



0.340 





3.2 



j 0.105 



7.391 



13.820 



88.930 



-1.00 



2.000 



0.080 



0.150 



0.490 





3.5 



3 0.088 



2.679 



5.009 



93.940 



-0.75 



1.682 



0.091 



0.170 



0.660 





3.7 



j 0.074 



2.380 



4.450 



98. 390 



-0.50 



1.414 



0.150 



0.280 



0.941 





4 .0 



3 0.063 



0.861 



1.610 



100.000 



-0.25 



1.189 



0.091 



0.170 



1.111 





4.2 



5 0.053 



0.000 



0.000 



100.000 



0.00 



1.000 



0.102 



0.191 



1.301 





4.5 



3 0.044 



0.000 



0.000 



100.000 



0.25 



0.841 



0.112 



0.209 



1.511 





4.7 



5 0.037 



0.000 



0.000 



100.000 



0.50 



0.707 



0.048 



0.090 



1.601 





5.0 



3 0.031 



0.000 



0.000 



100.000 



0.75 



0.595 



0.048 



0.090 



1.690 





5.2 



5 0.026 



0.000 



0.000 



100.000 



1.00 



0.500 



0.037 



0.069 



1.760 





5.5 



3 0.022 



0.000 



0.000 



100.000 



1.25 



0.420 



0.000 



0.000 



1.760 





5.7 



5 0.019 



0.000 



0.000 



100.000 



1.50 



0.354 



0.048 



0.090 



1.849 





6.0 



3 0.016 



o.ooo 



0.000 



100.000 



Sample Content by Weight Percent 



Standard Stati 



ravel 





Sand 







Silt 



Clay 





coarse 



medium 



t 



ne 







0.490 



1.270 



0.761 



97 



475 



0.000 



0.000 



0.000 



0.490 



1.270 



96 



631 



1.610 



0.000 



B81 



