Locality Type 

 39 G 



X Positi 



Profile 

 Y Position 



Elevation of Top of Cor 

 Length of Core 

 Depth to Top of Sample 

 Depth to Bottom of Samp 



Comments : 

 Start Weight : 

 PHI 



-12.86 

 0.00 

 0.00 



-2.25 4.757 



-2.00 4.000 



-1.75 3.364 



-1.50 2.828 



-1.25 2.378 



-1.00 2.000 



-0.75 1.682 



-0.50 1.414 



-0.25 1.189 



0.00 1.000 



0.25 0.841 



0.50 0.707 



0.75 0.595 



1.00 0.500 



1.25 0.420 



1.50 0.354 



0.000 

 0.000 

 0.000 

 0.000 

 0.000 

 0.000 

 0.000 

 0.037 

 0.058 

 0.048 

 0.079 

 0.037 

 0.111 

 0.138 

 0.170 

 0.201 

 0.111 

 0.201 



0.000 

 0.000 

 0.000 

 0.000 

 0.000 

 0.000 

 0.000 

 0.070 

 0.109 

 0.091 

 0.149 

 0.070 

 0.209 

 0.260 

 0.321 

 0.379 

 0.209 

 0.379 



0.000 

 0.000 

 0.000 

 0.000 

 0.000 

 0.000 

 0.000 

 0.070 

 0.179 

 0.270 

 0.419 

 0.489 

 0.698 

 0.959 

 1.280 

 1.659 

 1.868 

 2.248 



1.75 0.297 

 2.00 0.250 

 2.25 0.210 

 2.50 0.177 

 2.75 0.149 

 3.00 0.125 

 3.25 0.105 

 3.50 0.088 

 3.75 0.074 

 4.00 0.063 

 4.25 0.053 

 4.50 0.044 

 4.75 0.037 

 5.00 0.031 

 5.25 0.026 

 5.50 0.022 

 5.75 0.019 

 6.00 0.016 



0.217 

 0.652 

 1.118 

 3.768 

 7.689 

 14.498 

 10.810 

 7.382 

 4.276 

 1.388 

 0.000 

 0.000 

 0.000 

 0.000 

 0.000 

 0.000 

 0.000 

 0.000 



0.410 



1.230 



2.110 



7.111 



14.511 



27.360 



20.400 



13.931 



8.070 



2.619 



0.000 



0.000 



0.000 



0.000 



0.000 



o.ooo 



0.000 

 0.000 



2.657 

 3.888 

 5.997 

 13.108 

 27.619 

 54.979 

 75.380 

 89.311 

 97.381 

 100.000 

 100.000 

 100.000 

 100.000 

 100.000 

 100.000 

 100.000 

 100.000 

 100.000 



Sample Content by Weight Percent 



Standard statistics : 



Method of Moments (PHI) 

 Folk Graphic Measures (PHI) 

 Grain Size (mm) 



Gravel 



coarse 



Sand 

 medium 



fine 



Silt 



Clay 



0.070 

 0.000 



1.589 

 0.070 



2.229 

 1.798 



96.112 

 95.512 



0.000 

 2.619 



0.000 

 0.000 





Median 



Mean 



Dev. 



Skew 



Kurt 





2.95 



2.92 

 2.97 



0.56 

 0.45 



-2.24 

 -0.01 



13.58 

 1.17 





0.13 



0.13 









Sample 

 6216012 



Date 

 840912 



Profile 



Analysis 

 850906 



Date Analy 

 SGU 



3300 



00 



Y Position : 



1233 



89 



Elevation of Top of Core 

 Length of Core 

 Depth to Top of Sample 

 Depth to Bottom of Sample 



Comments : 





















Start 



Weight 



: 50. 



060 Fi 



lal Weight 



: 49 



.641 



Deviati 







0.837 



PHI 



MM 



Weight 



Percnt 



Cumul 

 Percnt 



PHI 



MM 



Weight 



Pel 



cnt 



Cumul 

 Percnt 



-2.75 



6.727 



0.000 



0.000 



0.000 



1.75 



0.297 



0.432 







870 



6.281 



-2.50 



5.657 



0.000 



0.000 



0.000 



2.00 



0.250 



1.112 



2 



240 



8.521 



-2.25 



4.757 



0.000 



0.000 



0.000 



2.25 



0.210 



1.380 



2 



780 



11.301 



-2.00 



4.000 



0.000 



0.000 



0.000 



2.50 



0.177 



6.751 



13 



600 



24.901 



-1.75 



3.3 64 



0.079 



0.159 



0.159 



2.75 



0.149 



12.261 



24 



699 



49.600 



-1.50 



2.828 



0.089 



0.179 



0.338 



3.00 



0.125 



15.279 



30 



779 



80.379 



-1.25 



2.378 



0.079 



0.159 



0.498 



3.25 



0.105 



5.699 



11 



480 



91.860 



-1.00 



2.000 



0.050 



0.101 



0.598 



3.50 



0.088 



2.611 



5 



260 



97.119 



-0.75 



1.682 



0.069 



0.139 



0.737 



3.75 



0.074 



1.390 



2 



800 



99.919 



-0.50 



1.414 



0.139 



0.280 



1.017 



4.00 



0.063 



0.040 







081 



100.000 



-0.25 



1.189 



0.159 



0.320 



1.338 



4.25 



0.053 



0.000 







000 



100.000 



0.00 



1.000 



0.179 



0.361 



1.698 



4.50 



0.C44 



0.000 







000 



100.000 



0.25 



0.841 



0.218 



0.439 



2.137 



4.75 



0.037 



0.000 







000 



100.000 



0.50 



0.707 



0.308 



0.620 



2.758 



5.00 



0.031 



0.000 







000 



100.000 



0.75 



0.595 



0.328 



0.661 



3.419 



5.25 



0.026 



0.000 







000 



100.000 



1.00 



0.500 



0.452 



0.911 



4.329 



5.50 



0.022 



0.000 







000 



100.000 



1.25 



0.420 



0.199 



0.401 



4.730 



5.75 



0.019 



0.000 







.000 



100.000 



1.50 



0.3 54 



0.338 



0.681 



5.411 



6.00 



0.016 



0.000 







.000 



100.000 



Sample Content by Weight Percent 

 Gravel 



Standard Statistics 



B33 



