Elevation of Top of Core 

 Length of Core 

 Depth to Top of Sample 

 Depth to Bottom of Sample 



Comments : 



















Start 



Weight 



: 56. 



510 Fi 



nal Weight 



: 56 



.539 



Deviati 





0.051 



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 



3.783 



6.691 



11.489 



-2.50 



5.657 



0.000 



0.000 



0.000 



2.00 



0.250 



9.273 



16.401 



27.890 



-2.25 



4.757 



0.000 



0.000 



0.000 



2.25 



0.210 



12.331 



21.810 



49.700 



-2.00 



4 .000 



0.000 



0.000 



0.000 



2.50 



0.177 



13.558 



23.980 



73.680 



-1.75 



3.364 



0.062 



0.110 



0.110 



2.75 



0.149 



6.853 



12.121 



85.801 



-1.50 



2.828 



0.000 



0.000 



0.110 



3.00 



0.125 



4.489 



7.940 



93.741 



-1.25 



2.378 



0.040 



0.071 



0.180 



3.25 



0.105 



2.250 



3.980 



97.720 



-1.00 



2.000 



0.051 



0.090 



0.271 



3.50 



0.088 



0.650 



1.150 



98.870 



-0.75 



1.682 



0.090 



0.159 



0.430 



3.75 



0.074 



0.390 



0.690 



99.560 



-0.50 



1.414 



0.119 



0.210 



0.640 



4.00 



0.063 



0.249 



0.440 



100.000 



-0.25 



1.189 



0.079 



0.140 



0.780 



4.25 



0.053 



0.000 



0.000 



100.000 



0.00 



1.000 



0.090 



0.159 



0.939 



4.50 



0.044 



0.000 



0.000 



100.000 



0.25 



0.841 



0.119 



0.210 



1.150 



4.75 



0.037 



0.000 



0.000 



100.000 



0.50 



0.707 



0.079 



0.140 



1.289 



5.00 



0.031 



0.000 



0.000 



100.000 



0.75 



0.595 



0.107 



0.189 



1.479 



5.25 



0.026 



0.000 



0.000 



100.000 



1.00 



0.500 



0.368 



0.651 



2.130 



5.50 



0.022 



0.000 



0.000 



100.000 



1.25 



0.420 



0.469 



0.830 



2.959 



5.75 



0.019 



0.000 



0.000 



100.000 



1.50 



0.354 



1.040 



1.839 



4.798 



6.00 



0.016 



0.000 



0.000 



100.000 



Sample content by Weight Percent 

 Gravel 



Standard Statistics : 



lethod 



of Moments (PHI) 









2 



24 



0.57 



1.52 11.71 



"oik Graphic 



Measures 



(PHI) 



2.25 



2 



26 



0.46 



0.04 



1.13 



;rain Size (m 



n) 





0.21 







21 









Local l 



ty 



Type 



Sample 



Date 





Profi 



le Analysis Date Analy 



39 





G 



6218008 850530 





870702 



LIS 





X Position 



: 3300.00 





V 



Position : 



592.66 







Ele 



vation of 



Top of Core : 





-5.08 











Length of Core 











0.00 











Depth to Top 



of Samp: 



e 









0.00 











Depth to Bottom of Sample 













Comments : 





















Start 



Weight 



: 58. 



350 Fin 



al Weight 



5E 



.390 



Deviati 



on 



0.069 * 



PHI 



MM 



Weight 



Percnt 



Cumul 

 Percnt 





PHI 



MM 



Weight 



Percnt 



Cumul 



-2.75 



6.727 



0.000 



0.000 



0.000 





1.75 



0.297 



3.941 



6.749 



12.840 



-2.50 



5.657 



0.000 



0.000 



0.000 





2.00 



0.250 



7.270 



12.451 



25.290 



-2.25 



4.757 



0.000 



0.000 



0.000 





2.25 



0.210 



9.483 



16.241 



41.531 



-2.00 



4.000 



0.000 



0.000 



0.000 





2.50 



0.177 



17.698 



30.310 



71.841 



-1.75 



3.364 



0.000 



0.000 



0.000 





2.75 



0.149 



10.218 



17.500 



89.341 



-1.50 



2.828 



0.000 



0.000 



0.000 





3.00 



0.125 



4.210 



7.210 



96.551 



-1.25 



2.378 



0.053 



0.091 



0.091 





3.25 



0.105 



1.629 



2.790 



99.341 



-1.00 



2.000 



0.041 



0.070 



0.161 





3.50 



0.088 



0.263 



0.450 



99.791 



-0.75 



1.682 



0.041 



0.070 



0.231 





3.75 



0.074 



0.099 



0.170 



99.961 



-0.50 



1.414 



0.058 



0.099 



0.331 





4.00 



0.063 



0.023 



0.039 



100.000 



-0.25 



1.189 



0.029 



0.050 



0.380 





4.25 



0.053 



0.000 



0.000 



100.000 



0.00 



1.000 



0.053 



0.091 



0.471 





4.50 



0.044 



0.000 



0.000 



100.000 



0.25 



0.841 



0.140 



0.240 



0.711 





4.75 



0.037 



0.000 



0.000 



100.000 



0.50 



0.707 



0.128 



0.219 



0.930 





5.00 



0.031 



0.000 



0.000 



100.000 



0.75 



0.595 



0.228 



0.390 



1.320 





5.25 



0.026 



0.000 



0.000 



100.000 



1.00 



0.500 



0.642 



1.100 



2.420 





5.50 



0.022 



0.000 



0.000 



100.000 



1.25 



0.420 



0.701 



1.201 



3.620 





5.75 



0.019 



0.000 



0.000 



100.000 



1.50 



0.354 



1.442 



2.470 



6.090 





6.0 







0.016 



0.000 



0.000 



loo.ooo 



Sample Content by Weight Percent : 



Gr. 



vel 



coarse 



Sand 

 medium 



fine 



Silt 



Clay 



Wentworth Classification 



161 



2.259 



22.870 



74.710 



0.000 



0.000 



Unified Classification 



000 



0.161 



3.459 



96.340 



0.039 



0.000 



Standard Statistics : 



















Median 



Mean 



Dev. 



Skew 



Kurt 



Method of Moments (PHI) 







2.24 



0.51 



-1.57 



9.64 



Folk Graphic Measures (PHI) 





2.32 



2.27 



0.45 



-0. 19 



1.16 



Grain Size (mm) 





0.20 



0.21 









B124 



