Locality Type 

 39 G 



X Positic 



Elevation of Top of Core 

 Length of Core 

 Depth to Top of Sample 

 Depth to Bottom of Sample 



8.37 

 0.00 

 0.00 



Comments : 



















Start 



Weight 



: 58. 



280 Fi 



lal Weight : 58.310 



Deviati 





0.05] 



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 



8.951 



15.351 



58.210 



-2.50 



5.657 



0.000 



0.000 



0.000 



2.00 



0.250 



12.012 



20.600 



78.810 



-2.25 



4.757 



0.000 



0.000 



0.000 



2.25 



0.210 



5.907 



10.130 



88.940 



-2.00 



4.000 



0.000 



0.000 



0.000 



2.50 



0.177 



4.478 



7.680 



96.620 



-1.75 



3.364 



0.000 



0.000 



0.000 



2.75 



0.14 9 



1.528 



2.620 



99.240 



-1.50 



2.828 



0.000 



0.000 



0.000 



3.00 



0.125 



0.367 



0.629 



99.870 



-1.25 



2.378 



0.000 



0.000 



0.000 



3.25 



0.105 



0.070 



0.120 



99.990 



-1.00 



2.000 



0.000 



0.000 



0.000 



3.50 



0.088 



0.000 



0.000 



99.990 



-0.75 



1.682 



0.041 



0.070 



0.070 



3.75 



0.074 



0.000 



0.000 



99.990 



-0.50 



1.414 



0.000 



0.000 



0.070 



4.00 



0.063 



0.000 



0.000 



99.990 



-0.25 



1.189 



0.052 



0.089 



0.159 



4 .25 



0.053 



0.006 



0.010 



100.000 



0.00 



1.000 



0.169 



0.290 



0.449 



4.50 



0.044 



0.000 



0.000 



100.000 



0.25 



0.841 



0.618 



1.060 



1.509 



4.75 



0.037 



0.000 



0.000 



100.000 



0.50 



0.707 



1.411 



2.420 



3.929 



5.00 



0.031 



0.000 



0.000 



100.000 



0.75 



0.59 5 



2.781 



4.769 



8.698 



5.25 



0.026 



0.000 



0.000 



100.000 



1.00 



0.500 



8.058 



13.819 



22.518 



5.50 



0.022 



0.000 



0.000 



100.000 



1.25 



0.420 



5.359 



9. 191 



31.708 



5.75 



0.019 



0.000 



0.000 



100.000 



1.50 



0.354 



6.502 



11.151 



42.859 



6.00 



0.016 



0.000 



0.000 



100.000 



Sample Content by Weight Percent : 

 Gravel 



Standard Statistics 



1.54 

 1.54 

 0.34 



X Position 



Elevation of Top of Core 

 Length of Core 

 Depth to Top of Sample 

 Depth to Bottom of Sample 



Comments : 



















Start 



Weight 



: 48. 



650 Final Weight : 4t 



.660 



Deviation : 



0.02 



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 



0.482 



0.991 



94.392 



-2.50 



5.657 



0.000 



0.000 



0.000 



2.00 



0.250 



0.759 



1.560 



95.952 



-2.25 



4.757 



0.000 



0.000 



0.000 



2.25 



0.210 



0.759 



1.560 



97.511 



-2.00 



4.000 



5.381 



11.058 



11.058 



2.50 



0.177 



0.720 



1.480 



98.991 



-1.75 



3.364 



6.120 



12.577 



23.635 



2.75 



0.149 



0.389 



0.799 



99.790 



-1.50 



2.828 



11.652 



23.946 



47.581 



3.00 



0.125 



0.102 



0.210 



100.000 



-1.25 



2.378 



8.898 



18.286 



65.867 



3.25 



0.105 



0.000 



0.000 



100.000 



-1.00 



2.000 



5.001 



10.277 



76.145 



3.50 



0.088 



0.000 



0.000 



100.000 



-0.75 



1.682 



3.381 



6.948 



83.093 



3.75 



0.074 



0.000 



0.000 



100.000 



-0.50 



1.414 



2.111 



4.338 



87.431 



4.00 



0.063 



0.000 



0.000 



100.000 



-0.25 



1.189 



1.022 



2.100 



89.531 



4.25 



0.053 



0.000 



0.000 



100.000 



0.00 



1.000 



0.331 



0.680 



90.212 



4.50 



0.044 



0.000 



o.ooo 



100.000 



0.25 



0.841 



0.331 



0.680 



90.892 



4.75 



0.037 



0.000 



0.000 



100.000 



0.50 



0.707 



0.229 



0.471 



91.363 



5.00 



0.031 



0.000 



0.000 



100.000 



0.75 



0.595 



0.199 



0.4 09 



91.771 



5.25 



0.026 



0.000 



0.000 



100.000 



1.00 



0.500 



0.282 



0.580 



92.351 



5.50 



0.022 



0.000 



0.000 



100.000 



1.25 



0.420 



0.209 



0.430 



92.781 



5.75 



0.019 



o.ooo 



0.000 



100.000 



1.50 



0.354 



0.302 



0.621 



93.401 



6.00 



0.016 



0.000 



0.000 



100.000 



Sample Content by Weight Percent : 





Gravel 



coarse 



Sand 



fine 



Silt 



Clay 



wentworth Classification 

 Unified Classification 



76.145 

 0.000 



16.206 

 76.145 



3.600 

 16.636 



4.048 



7.219 



0.000 

 0.000 



0.000 

 0.000 



Standard Statistics : 





Median 



Mean 



Dev. 



Skew 



Kurt 



Method of Moments (PHI) 







-1.16 



1.05 



2. 17 



7.27 



B138 



