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<br /> HYDROMETER ANALYSIS SIEVE ANALYSIS <br /> TINE REApIN05 <br />MA ) Mb U.S SfAN0AR0 SERIES CLlAR 60UME OPENIN05 <br />100 0 <br /> <br /> 10 <br />b <br /> <br />pp 20 <br /> <br /> SO <br />70 <br /> <br />w 40~ <br />~ <br />. ~ <br />~ <br /> <br />40 EO <br /> <br /> >'o <br />w <br /> <br />m w <br /> <br /> so <br />to <br /> <br />o loo <br />~ i . <br />DIAMETER OF PARTICLES IN MILLIMETERS <br />CLAY TO SILT FINE MEDIUM COARS FINEGRAVECOARSE COBBLES <br />GRAVEL 1% SAND JB% SILT AND CLAY 81% <br />LIQUID LIMIT 42 PLASTICITY INDEX 14 <br />SAMPLE OF: $ondy SIII FRON: Sample 3 - Existing Eost PR Slops - <br />Top a/ Slops, NE Comer <br /> HYDROMETER ANALYSIS SIEVE ANAlY515 <br /> TINE RFAOINOS <br />Na r Ire U.S SfAMDYtO PRIES CUiIJI SOUME OpENINCS <br />100 0 <br /> <br /> <br />W f0 <br /> <br />!0 20 <br /> <br /> <br />l0 30 <br /> <br />EO M <br /> <br />6 ~ ~ <br /> <br /> <br />b ~ <br /> <br />b 74 <br /> <br /> <br />~ ~ <br /> <br />10 <br /> p0 <br /> <br />0 100 <br /> .I ~ <br />DIAMETER OF PARTICLES IN MILLIMETERS <br />CLAY TO SILT SAND GRAVEL <br />FINE MEDIUM COARSE FlNE COARSE COBBLES <br />GRAVEL 40% SANO 46X SILT AND CLAY 14% <br />LIOUIO LIMIT 24 PLASTICITY INDEX 5 ~~ bN ~~ rpW r,ir b R,r <br />SAMPLE OF: Sllty to Clayey Sand vriM Gmvsl FROM: Sample 4 - Existlnq East Pit ~ n wr~rneil nlolwbwL ~ <br />Slops - Top o1 Slops, SE ~ b bll, vmlwl b .r~lli.n~~ <br />Comer ~wRwI~M~Ee~I,w~wA Nlropanleabm..w F <br />.w/e°O~O"°rAtrvlpi, ssri oraa. rsn ass <br />06-1-556 Kumar $ Associates GRADATION TEST RESULTS Fig. 3 <br />f€E <br />8 <br />~} <br />5 <br />d <br />t <br />