Elevation of Top of Core 

 Length of Core 

 Depth to Top of Sample 

 Depth to Bottom of Sample 



10.06 

 0.00 

 0.00 



Comments : 



















Start 



Weight 



: 64. 



430 Fi 



nal Weight : 6< 



.622 



Deviati 





0.298 % 



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 



6.397 



9.899 



71.949 



-2.50 



5.657 



0.000 



0.000 



0.000 



2.00 



0.250 



7.393 



11.440 



83.390 



-2.25 



4.757 



0.000 



0.000 



0.000 



2.25 



0.210 



6.010 



9.300 



92.690 



-2.00 



4.000 



0.000 



0.000 



0.000 



2.50 



0.177 



2.992 



4.630 



97.320 



-1.75 



3.364 



0.407 



0.630 



0.630 



2.75 



0.149 



1.170 



1.811 



99.130 



-1.50 



2.828 



1.002 



1.551 



2.180 



3.00 



0.125 



0.420 



0.650 



99.780 



-1.25 



2.378 



4.439 



6.869 



9.050 



3.25 



0.105 



0.110 



0.170 



99.950 



-1.00 



2.000 



9.719 



15.040 



24.089 



3.50 



0.088 



0.03 2 



0.050 



100.000 



-0.75 



1.682 



6.921 



10.710 



34.799 



3.75 



0.074 



0.000 



0.000 



100.000 



-0.50 



1.414 



3.050 



4.720 



39.519 



4.00 



0.063 



0.000 



0.000 



100.000 



-0.25 



1.189 



0.898 



1.390 



40.909 



4.25 



0.053 



0.000 



0.000 



100.000 



0.00 



1.000 



0.582 



0.901 



41.809 



4.50 



0.044 



0.000 



0.000 



100.000 



0.25 



0.841 



0.711 



1. 100 



42.910 



4.75 



0.037 



0.000 



0.000 



100.000 



0.50 



0.707 



0.931 



1.441 



4 4.3 50 



5.00 



0.031 



0.000 



0.000 



100.000 



0.75 



0.595 



1.402 



2.170 



46.520 



5.25 



0.026 



0.000 



0.000 



100.000 



1.00 



0.500 



2.973 



4.601 



51.120 



5.50 



0.022 



0.000 



0.000 



100.000 



1.25 



0.420 



3.212 



4.970 



56.091 



5.75 



0.019 



0.000 



0.000 



100.000 



1.50 



0.354 



3.851 



5.959 



62.050 



6.00 



0.016 



0.000 



0.000 



100.000 



Sample Content by Weight Percent 

 Gravel 



Standard Statistics : 



0.52 

 0.61 

 0.70 



Y Position 



Elevation of Top of Core 

 Length of Core 

 Depth to Top of Sample 

 Depth to Bottom of Sample 



8.52 

 0.00 

 0.00 



Start 



Weight 



: 63. 



030 Fi 



nal Weight : 6: 



.110 



Deviati 





0.127 % 



PHI 



MM 



We ight 



Percnt 



Cumul 

 Percnt 



PHI 



MM 



Weight 



Percnt 



Cumul 

 Percnt 



-2.75 



6.727 



0.000 



0.000 



0.000 



1.75 



0.297 



5.011 



7.940 



26.581 



-2.50 



5.657 



0.000 



0.000 



0.000 



2.00 



0.250 



10.243 



16.230 



42.811 



-2.25 



4.757 



0.000 



0.000 



0.000 



2.25 



0.210 



11.227 



17.790 



60.601 



-2.00 



4.000 



0.259 



0.410 



0.410 



2.50 



0.177 



12.710 



20.139 



80.740 



-1.75 



3.364 



0.088 



0.139 



0.550 



2.75 



0.149 



6.929 



10.979 



91.719 



-1.50 



2.828 



0.240 



0.380 



0.930 



3.00 



0.125 



3.970 



6.291 



98.010 



-1.25 



2.378 



0.240 



0.380 



1.310 



3.25 



0.105 



0.928 



1.470 



99.480 



-1.00 



2.000 



0.379 



0.601 



1.911 



3.50 



0.088 



0.252 



0.399 



99.880 



-0.75 



1.682 



0.391 



0.620 



2.531 



3.75 



0.074 



0.063 



0. 100 



99.979 



-0.50 



1.414 



0.568 



0.900 



3.431 



4.00 



0.063 



0.013 



0.021 



100.000 



-0.25 



1.189 



0.379 



0.601 



4.031 



4.25 



0.053 



0.000 



0.000 



100.000 



0.00 



1.000 



0.480 



0.761 



4.792 



4.50 



0.04 4 



0.000 



0.000 



100.000 



0.25 



0.841 



0.839 



1.329 



6.121 



4.75 



0.037 



0.000 



0.000 



100.000 



0.50 



0.707 



0.751 



1. 190 



7.311 



5.00 



0.031 



0.000 



0.000 



100.000 



0.75 



0.595 



1.041 



1.650 



8.961 



5.25 



0.026 



0.000 



0.000 



100.000 



1.00 



0.500 



1.679 



2.660 



11.621 



5.50 



0.02 2 



0.000 



0.000 



100.000 



1.25 



0.420 



2.215 



3.510 



15.131 



5.75 



0.019 



0.000 



0.000 



100.000 



1.50 



0.354 



2.215 



3.510 



18.640 



6.00 



0.016 



0.000 



0.000 



100.000 



Sample Content by Weight Percent 

 Gravel 



Standard Statistics : 



1 



91 



0.87 



-1.90 



7.51 



2 



00 



0.75 



-0.35 



1.60 







27 









B69 



