Elevation of Top of Core 

 Length of Core 

 Depth to Top of Sample 

 Depth to Bottom of Sample 



12.70 

 0.00 

 0.00 



Comments : 1.25 PHI CORRECTION BY MOD. LINEAR FIT 27 JUN 86 

 Start Weight : 61.760 Final Weight : 61.730 Deviation 



PHI 



KM 



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 



3.963 



6 



420 



86.180 



-2.50 



5.657 



0.000 



0.000 



0.000 



2.00 



0.250 



4.191 



6 



789 



92.969 



-2.25 



4.757 



0.000 



0.000 



0.000 



2.25 



0.210 



1.630 



2 



641 



95.610 



-2.00 



4.000 



0.000 



0.000 



0.000 



2.50 



0.177 



2.093 



3 



391 



99.000 



-1.75 



3.364 



0.000 



o.ooo 



0.000 



2.75 



0.149 



0.469 







760 



99.760 



-1.50 



2.828 



0.000 



0.000 



0.000 



3.00 



0.125 



0.111 







180 



99.940 



-1.25 



2.378 



0.111 



0.180 



0.180 



3.2S 



0.105 



0.019 







031 



99.971 



-1.00 



2.000 



0.272 



0.441 



0.620 



3.50 



0.088 



0.012 







019 



99.990 



-0.75 



1.682 



0.821 



1.330 



1.950 



3.75 



0.074 



0.000 







000 



99.990 



-0.50 



1.414 



2.531 



4.100 



6.051 



4.00 



0.063 



0.006 







010 



100.000 



-0.25 



1.189 



4.191 



6.789 



12.840 



4.25 



0.053 



0.000 







000 



100.000 



0.00 



1.000 



4.451 



7.210 



20.050 



4.50 



0.044 



0.000 







000 



100.000 



0.25 



0.841 



7.321 



11.860 



31.910 



4.75 



0.037 



0.000 







000 



100.000 



0.50 



0.707 



7.476 



12.111 



44.021 



5.00 



0.031 



0.000 







000 



100.000 



0.75 



0.595 



6.840 



11.081 



55.101 



5.25 



0.026 



0.000 







000 



100.000 



1.00 



0.500 



7.432 



12.040 



67.141 



5.50 



0.022 



0.000 







000 



100.000 



1.25 



0.420 



4.512 



7.309 



74.450 



5.75 



0.019 



0.000 







000 



100.000 



1.50 



0.354 



3.278 



5.310 



79.760 



6.00 



0.016 



0.000 







000 



100.000 



Sample Content by Weight Percent : 

 Gravel 



Standard Statistics 



Median Mean 



0.71 

 0.63 0.72 

 0.64 0.61 



Date Analyz 



Elevation of Top of Core 

 Length of Core 

 Depth to Top of Sample 

 Depth to Bottom of Sample 



1.25 PHI CORRECTION BY MOD. LINEAR FIT 27 JUN 86 



start 



Weight 



: 60. 



180 Fi 



nal Weight : 6C 



.100 



Deviation : 



0.13] 



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 



2.759 



4.591 



87.511 



-2.50 



5.657 



0.000 



0.000 



0.000 



2.00 



0.250 



3.432 



5.710 



93.221 



-2.25 



4.757 



0.000 



0.000 



0.000 



2.25 



0.210 



1.388 



2.309 



95.531 



-2.00 



4.000 



0.000 



0.000 



0.000 



2.50 



0.177 



1.947 



3.240 



98.770 



-1.75 



3.364 



0.210 



0.349 



0.349 



2.75 



0.149 



0.52 3 



0.870 



99.641 



-1.50 



2.828 



0.313 



0.521 



0.870 



3.00 



0.125 



0.138 



0.230 



99.870 



-1.25 



2.378 



0.757 



1.260 



2.130 



3.25 



0.105 



0.042 



0.070 



99.940 



-1.00 



2.000 



1.809 



3.010 



5.140 



3.50 



0.088 



0.012 



0.020 



99.960 



-0.75 



1.682 



3.390 



5.641 



10.780 



3.75 



0.074 



0.012 



0.020 



99.980 



-0.50 



1.414 



6.509 



10.830 



21.611 



4.00 



0.063 



0.012 



0.020 



100.000 



-0.2 5 



1.189 



6.022 



10.020 



31.631 



4.25 



0.053 



0.000 



0.000 



100.000 



0.00 



1.000 



4.832 



8.040 



39.671 



4.50 



0.044 



0.000 



0.000 



100.000 



0.25 



0.841 



6.268 



10.429 



50.100 



4.75 



0.037 



0.000 



0.000 



100.000 



0.50 



0.707 



5.397 



8.980 



59.080 



5.00 



0.031 



0.000 



0.000 



100.000 



0.75 



0.595 



4.760 



7.920 



67.000 



5.25 



0.026 



0.000 



0.000 



100.000 



1.00 



0.500 



4.610 



7.671 



74.671 



5.50 



0.022 



0.000 



0.000 



100.000 



1.25 



0.420 



2.855 



4.750 



79.421 



5.75 



0.019 



0.000 



o.ooo 



100.000 



1.50 



0.354 



2.103 



3.499 



82.920 



6.00 



0.016 



0.000 



0.000 



100.000 



Sample Content by Weight Percent 

 Gravel 



Standard Statistics 



Method of Moments (PHI) 

 Folk Graphic Measures (PHI) 

 Grain Size (mm) 





0.38 



0.99 



0.39 



0.25 



0.39 



1.03 



0.21 



0.84 



0.77 







B46 



