Locality Type 



39 G 



X Positic 



Elevation of Top of Core 

 Length of Core 

 Depth to Top of Sample 

 Depth to Bottom of Sample 



-12.56 

 0.00 

 0.00 



Comments : 





















Start 



Weight 





52. 



900 Fi 



rial Weight : 52 



.791 



Deviati 





0.206 



PHI 



MM 



Wei 



ght 



Percnt 



Cumul 

 Percnt 



PHI 



MM 



Weight 



Percnt 



Cumul 

 Percnt 



-2.75 



6.727 







000 



0.000 



0.000 



1.75 



0.297 



0.702 



1.330 



5.052 



-2.50 



5.657 







000 



0.000 



0.000 



2.00 



0.250 



2.090 



3.959 



9.011 



-2.25 



4.757 







000 



0.000 



0.000 



2.25 



0.210 



4.498 



8.520 



17.531 



-2.00 



4.000 







000 



0.000 



o.ooo 



2.50 



0.177 



10.141 



19.210 



36.741 



-1.75 



3.364 







121 



0.229 



0.229 



2.75 



0.149 



19.084 



36.150 



72.891 



-1.50 



2.828 







000 



0.000 



0.229 



3.00 



0.125 



9.212 



17.450 



90.341 



-1.25 



2.378 







000 



0.000 



0.229 



3.25 



0.105 



3.489 



6.609 



96.950 



-1.00 



2.000 







048 



0.091 



0.320 



3.50 



0.088 



0.839 



1.589 



98.540 



-0.75 



1.682 







058 



0.110 



0.430 



3.75 



0.074 



0.523 



0.991 



99.530 



-0.50 



1.414 







121 



0.229 



0.659 



4.00 



0.063 



0.169 



0.320 



99.850 



-0.25 



1.189 







143 



0.271 



0.930 



4.25 



0.053 



0.079 



0.150 



100.000 



0.00 



1.000 







090 



0.170 



1.101 



4.50 



0.044 



0.000 



0.000 



100.000 



0.25 



0.841 







148 



0.280 



1.381 



4.75 



0.037 



0.000 



0.000 



100.000 



0.50 



0.707 







143 



0.271 



1.652 



5.00 



0.031 



0.000 



0.000 



100.000 



0.75 



0.595 







201 



0.381 



2.033 



5.25 



0.026 



0.000 



0.000 



100.000 



1.00 



0.500 







311 



0.589 



2.622 



5.50 



0.022 



0.000 



0.000 



100.000 



1.25 



0.420 







222 



0.421 



3.042 



5.75 



0.019 



0.000 



0.000 



100.000 



1.50 



0.354 







359 



0.680 



3.722 



6.00 



0.016 



0.000 



0.000 



100.000 



Sample Content by Weight Percent 



G 



ravel 



:oarse 



Sand 



fine 



Silt 



Clay 



Wentworth classification 

 Unified classification 



0.320 

 0.000 



2.302 

 0.320 



6.389 

 2.722 



90.839 

 96.488 



0.150 

 0.470 



0.000 

 0.000 



Standard Statistics : 





Median 



Mean 



Dev. 



Skew 



Kurt 



Method of Moments (PHI) 

 Folk Graphic Measures (PHI) 

 Grain Size (mm) 





2.59 

 0.17 



2.51 

 2.57 

 0.18 



0.57 

 0.39 



-2.89 

 -0.14 



18.28 

 1.36 



Locality Type Sam 



pie 

 8112 



Date 



850620 



Profile 



Analysis 

 870713 



Date 



39 G 621 







I 



X Position : 



3300.00 



Y Pos 



ition : 



1253 



09 



Elevation 

 Length of 

 Depth to 



of Top of Cor 

 Core 

 Top of Sample 





-13.18 

 0.00 

 0.00 







Depth to Bottom of Sample 



Start 



Weight 



: 50. 



700 Fi 



nal Weight : 50.499 



Deviati 





0.396 % 



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 



0.752 



1.489 



6.448 



-2.50 



5.657 



0.000 



0.000 



0.000 



2.00 



0.250 



2.530 



5.010 



11.458 



-2.25 



4.757 



0.000 



0.000 



0.000 



2.25 



0.210 



6.272 



12.420 



23.878 



-2.00 



4 .000 



0.000 



0.000 



0.000 



2.50 



0.177 



11.650 



23.070 



46.947 



-1.75 



3.364 



0.000 



0.000 



0.000 



2.75 



0.149 



13.999 



27.721 



74.669 



-1.50 



2.828 



o.ooo 



0.000 



0.000 



3.00 



0. 125 



7.530 



14.911 



89.580 



-1.25 



2.378 



0.000 



0.000 



0.000 



3.25 



0.105 



3.651 



7.230 



96.810 



-1.00 



2.000 



0.081 



0.160 



0.160 



3.50 



0.088 



0.879 



1.741 



98.550 



-0.75 



1.682 



0.030 



0.059 



0.220 



3.75 



0.074 



0.561 



1.111 



99.661 



-0.50 



1.414 



0.091 



0.180 



0.400 



4.00 



0.063 



0.141 



0.279 



99.941 



-0.25 



1.189 



0. 182 



0.360 



0.760 



4.25 



0.053 



0.030 



0.059 



100.000 



0.00 



1.000 



0.172 



0.341 



1.101 



4.50 



0.044 



0.000 



0.000 



100.000 



0.25 



0.841 



0.242 



0.479 



1.580 



4.75 



0.037 



0.000 



0.000 



100.000 



0.50 



0.707 



0.252 



0.499 



2.079 



5.00 



0.031 



0.000 



0.000 



100.000 



0.75 



0.595 



0.288 



0.570 



2.650 



5.25 



0.026 



0.000 



0.000 



100.000 



1.00 



0.500 



0.439 



0.869 



3.519 



5.50 



0.022 



0.000 



0.000 



100.000 



1.25 



0.420 



0.278 



0.551 



4.069 



5.75 



0.019 



0.000 



0.000 



100.000 



1.50 



0.354 



0.449 



0.889 



4.959 



6.00 



0.016 



0.000 



0.000 



100.000 



Sample Content by Weight Percent : 



Standard Statistics 



Method of Moments (PHI) 

 Folk Graphic Measures (PHI 

 Grain Size (mm) 



ravel 



coarse 



Sand 



fine 



silt 



Clay 



0.160 

 0.000 



3.358 



0.160 



7.939 

 3.909 



88.483 

 95.592 



0.059 

 0. 339 



0.000 

 0.000 





Median 



Mean 



Dev. 



Skew 



Kurt 





2.53 

 0.17 



2.45 

 2.51 

 0.18 



0.59 

 0.46 



-2.07 



-0.14 



10.91 

 1.40 



B133 



