Elevation of Top of Core 

 Length of Core 

 Depth to Top of Sample 

 Depth to Bottom of Sample 



Comments : 



Start 



Weight 



: 61. 



310 Fi 



nal Weight : 6] 



.168 



Deviati 





0.232 



PHI 



MM 



Weight 



Percnt 



Cumul 

 Percnt 



PHI 



MM 



Weight 



Percnt 



Percnt 



-2.75 



6.727 



0.000 



0.000 



0.000 



1.75 



0.297 



0.538 



0.880 



88.520 



-2.50 



5.657 



0.000 



0.000 



0.000 



2.00 



0.250 



0.973 



1.591 



90.111 



-2.25 



4.757 



0.000 



0.000 



0.000 



2.25 



0.210 



0.752 



1.229 



91.340 



-2.00 



4.000 



5.811 



9.500 



9.500 



2.50 



0.177 



1.982 



3.240 



94.580 



-1.75 



3.364 



3.089 



5.050 



14.550 



2.75 



0.149 



1.639 



2.680 



97.260 



-1.50 



2.828 



3.737 



6.109 



20.659 



3.00 



0.125 



1.199 



1.960 



99.220 



-1.25 



2.378 



5.848 



9.561 



30.220 



3.25 



0.105 



0.361 



0.590 



99.810 



-1.00 



2.000 



8.160 



13.340 



43.560 



3.50 



0.088 



0.092 



0.150 



99.961 



-0.75 



1.682 



6.979 



11.410 



54.970 



3.75 



0.074 



0.018 



0.029 



99.990 



-0.50 



1.414 



8.325 



13.610 



68.580 



4.00 



0.063 



0.006 



0.010 



100.000 



-0.25 



1.189 



4.539 



7.421 



76.001 



4.25 



0.053 



0.000 



0.000 



100.000 



0.00 



1.000 



2.300 



3.760 



79.761 



4.50 



0.044 



0.000 



0.000 



100.000 



0.25 



0.841 



1.713 



2.800 



82.561 



4.75 



0.037 



0.000 



0.000 



100.000 



0.50 



0.707 



1.009 



1.650 



84.211 



5.00 



0.031 



0.000 



0.000 



100.000 



0.75 



0.595 



0.722 



1.180 



85.391 



5.25 



0.026 



0.000 



0.000 



100.000 



1.00 



0.500 



0.587 



0.960 



86.351 



5.50 



0.022 



0.000 



0.000 



100.000 



1.25 



0.420 



0.208 



0.340 



86.691 



5.75 



0.019 



0.000 



0.000 



100.000 



1.50 



0.354 



0.581 



0.950 



87.641 



6.00 



0.016 



0.000 



0.000 



100.000 



Sample Content by Weight Percent : 



standard Statistics : 



Gravel 



coarse 



Sand 

 medium 



fine 



Silt 



Clay 



43.560 



42.790 



3.760 



9.889 



0.000 



0.000 



0.000 



43.560 



43. 130 



13.299 



0.010 



o.ooo 



Method of Moments (PHI) 

 Folk Graphic Measures ( 

 Grain Size (mm) 





-0 



55 1.32 



1.28 3.91 



>HI) -0.86 



-0 



69 1.25 



0.34 1.73 



1.81 



1 



47 





Sample Date 





Profile 



Analysis Date 



6216308 841016 







850910 ! 



3300.00 



V 



Position : 



564.24 



Elevation of Top of Core 

 Length of Core 

 Depth to Top of Sample 

 Depth to Bottom of Sample 



Comments : 



Start Weight : 63.250 Fi 

 PHI MM Weight Percnt 



-2.75 6.727 



-2.50 5.657 



-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 



0.000 

 0.000 

 0.000 

 1.311 

 0.297 

 0.220 

 0.439 

 0.600 

 0.652 

 0.962 

 0.859 

 0.801 

 1.110 

 1.491 

 2.008 

 3.803 

 2.079 

 7.502 



0.000 

 0.000 

 0.000 

 2.031 

 0.460 

 0.341 

 0.680 

 0.929 

 1.010 

 1.490 

 1.330 

 1.241 

 1.719 

 2.3 09 

 3.110 

 5.890 

 3.220 

 11.620 



al Weight : 64.563 



0.000 

 0.000 

 0.000 

 2.031 

 2.491 

 2.831 

 3.511 

 4.441 

 5.450 

 6.941 

 8.271 

 9.512 

 11.231 

 13.540 

 16.650 

 22.541 

 25.761 

 37.381 



Deviati 

 Weight 



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 



8.283 

 11.363 

 5.759 

 9.523 

 3.222 

 1.917 

 0.291 

 0.052 

 0.013 

 0.006 

 0.000 

 0.000 

 0.000 

 0.000 

 0.000 

 0.000 

 0.000 



o.ooo 



12.829 

 17.600 

 8.920 

 14.750 

 4.990 

 2.969 

 0.451 

 0.081 

 0.020 

 0.009 

 0.000 

 0.000 

 0.000 

 0.000 

 0.000 

 0.000 

 0.000 

 0.000 



50.210 

 67.810 

 76.730 

 91.480 

 96.470 

 99.439 

 99.890 

 99.971 

 99.991 

 100.000 

 100.000 

 100.000 

 100.000 

 100.000 

 100.000 

 100.000 

 100.000 



loo.ooo 



Sample Content by Weight Percent : 

 Gravel 



Standard Statistics 



Method of Moments (PHI) 

 Folk Graphic Measures (PHI) 

 Grain Size (mm) 





1.49 



1.05 



-1.53 



5.44 



1.75 



1.61 



0.95 



-0.36 



1.43 



0.30 



0.36 









B47 



