Elevation of Top of Core 

 Length ot Core 

 Depth to Top of Sample 

 Depth to Bottom of Sample 



Conner 



ts : 1 



ROCK 1 



CM 















Start 



Weight 



: 63. 



820 Fi 



rial Weight : 6] 



.789 



Deviati 



on 



0.049 * 



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 



3.343 



5.241 



10.459 



-2.50 



5.657 



0.000 



0.000 



0.000 



2.00 



0.250 



10.270 



16.100 



26.559 



-2.25 



4.757 



0.000 



0.000 



0.000 



2.25 



0.210 



10.959 



17.180 



43.740 



-2.00 



4 .000 



0.000 



0.000 



0.000 



2.50 



0.177 



16.592 



26.011 



69.750 



-1.75 



3.364 



0.402 



0.630 



0.630 



2.75 



0. 149 



10.379 



16.271 



86.021 



-1.50 



2.828 



0.000 



0.000 



0.630 



3.00 



0.125 



7.087 



11.110 



97.131 



-1.25 



2.378 



0.032 



0.050 



0.680 



3.25 



0.105 



1.569 



2.460 



99.591 



-1.00 



2.000 



0.000 



0.000 



0.680 



3.50 



0.088 



0.198 



0.310 



99.901 



-0.75 



1.682 



0.000 



0.000 



0.680 



3.75 



0.074 



0.057 



0.089 



99.991 



-0.50 



1.414 



0.000 



0.000 



0.680 



4.00 



0.063 



0.000 



0.000 



99.991 



-0.25 



1.189 



0.051 



0.080 



0.760 



4.25 



0.053 



0.006 



0.009 



100.000 



0.00 



1.000 



0.000 



0.000 



0.760 



4.50 



0.044 



0.000 



0.000 



100.000 



0.25 



0.841 



0.057 



0.089 



0.850 



4.75 



0.037 



0.000 



0.000 



100.000 



0.50 



0.707 



0.089 



0.140 



0.989 



5.00 



0.031 



0.000 



0.000 



100.000 



0.75 



0.595 



0.121 



0.190 



1.179 



5.25 



0.026 



0.000 



0.000 



ioo.ooo 



1.00 



0.500 



0.421 



0.660 



1.839 



5.50 



0.022 



0.000 



0.000 



100.000 



1.25 



0.420 



0.689 



1.080 



2.919 



5.75 



0.019 



0.000 



0.000 



ioo.ooo 



1.50 



0.354 



1.467 



2.300 



5.219 



6.00 



0.016 



0.000 



0.000 



100.000 



Sample Content by Weight Percent : 



Standard Statistics 



2.25 

 2.29 

 0.21 



Elevation of Top of Core 

 Length of Core 

 Depth to Top of Sample 

 Depth to Bottom of Sample 



-11.81 

 0.00 

 0.00 



Start Weight : 53.750 Fi 

 PHI MM Weight Percnt 



al Weight : 53.664 



-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 

 1.25 0.420 

 1.50 0.354 



0.000 

 0.000 

 0.000 

 0.000 

 0.199 

 0.038 

 0.070 

 0.080 

 0.102 

 0.140 

 0.129 

 0.091 

 0.113 

 0.118 

 0.091 

 0.188 

 0.118 

 0.199 



0.000 

 0.000 

 0.000 

 0.000 

 0.371 

 0.071 

 0.130 

 0.149 

 0. 190 

 0.261 

 0.240 

 0.170 

 0.211 

 0.220 

 0. 170 

 0.350 

 0.220 

 0.371 



0.000 

 0.000 

 0.000 

 0.000 

 0.371 

 0.442 

 0.572 

 0.721 

 0.911 

 1.172 

 1.412 

 1.582 

 1.793 

 2.013 

 2.182 

 2.532 

 2.752 

 3.123 



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 

 3.50 

 3.75 

 4.00 

 4.25 

 4.50 

 4.75 



.105 

 .088 

 .074 

 .063 

 .053 

 .04 4 

 .037 

 .031 

 .026 

 .022 

 .019 

 .016 



0.478 

 1.401 

 3.000 

 8.022 

 24.888 

 10.501 

 2.458 

 0.762 

 0.360 

 0.091 

 0.027 

 0.000 

 0.000 

 0.000 

 0.000 

 0.000 

 0.000 

 0.000 



0.891 

 2.611 

 5.590 

 14.949 

 46.377 

 19.568 

 4.580 

 1.420 

 0.671 

 0.170 

 0.050 

 0.000 

 0.000 

 0.000 

 0.000 

 0.000 

 0.000 

 0.000 



4.014 



6.625 



12.215 



27.163 



7 3.541 



93. 109 



97.689 



99.109 



99.780 



99.950 



100.000 



100.000 



100.000 



100.000 



100.000 



100.000 



100.000 



ioo.ooo 



Sample Content by Weight Percent 





Gravel 



coarse 



Sand 

 medium 



f 



ne 



Silt 



Clay 



Wentworth Classification 

 Unified Classification 



0.721 

 0.000 



1.811 

 0.721 



4.092 



2.031 



93 

 97 



325 

 028 



0.050 

 0.220 



0.000 

 0.000 



Standard Statistics : 



















2 



54 



0.59 



2.62 



2 



61 



0.33 



0. 16 







17 





B140 



