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<br /> H1TIROYETFA ANALY95 9EVE AMAL595 <br /> <br />3{ <br />4 <br />100 lD1E READING <br />H0. 7 HR <br />5 YM. to YW. 60 YW.19 YW. 4 YIM. 1 YN. U.S STANOARO SE70E5 GENT SQUARE OPEWINCS <br /> <br />00 e ] •1 Z•3 {• 11 Y ]• S'e• <br /> <br />e• <br />0 <br /> <br /> <br />ep 1D <br /> <br /> <br />m zD <br /> <br /> <br />U 7D ]a ~ <br />z w <br />z <br />rn eD <br />N aD Q <br /> <br />¢ ~ <br />w <br />a <br />~ ~ ~ <br />~ ~ <br />z z <br />U b ea U <br />~ ~ <br />w ~ <br />o_ m a <br /> <br /> <br />zD eD <br /> <br />1o w <br /> <br /> <br />D +ao <br />.001 .001 .00.5 ,mi .019 .0.57 .O14 .150 -~ .eaa 1.19 x.]e a.TS 0.5125 10.0 ]7.5 70.2 151 203 <br />DIAMETER OF PARTICLES IN MILLIMETERS ,:7 <br />AN <br />GAY TO SILT FlNE YEDIUY fgARSE FlNE COARSE COBRIF' <br />GRAVEL 32 9 SAND 52 % SILT AND CLAY 16 <br />LIQUID LIMIT 9 PLASTICITY INDEX <br />SAMPLE OF: Silty Sand and Gravel FROM:Boring 3 Gt 5 and 10 Feet Combined <br /> Hri1R0YETER ANALYSES 9EVE ANALYSIS <br /> <br />R <br />• <br />100 TGE REN)IN45 <br />4 HR. 7 HR <br />5 4W. 15 YW. 60 YN.19 YW. {YIN. 1 YW. 2 U.S STANDMO SERIES GFM SOUME OPpIM6 <br /> <br />DD Op 6 3 E•1 1.3 4• 11 3• 5.6• <br /> <br />e• D <br /> <br />00 10 <br /> <br /> <br /> <br />e0 ~ <br /> <br />~ 70 ]0 D <br />Z Z <br />~ eD b ~ <br />¢ w <br />o- ~ 5D ~ <br />~ ~ <br />z z <br />w w eD w <br />U U <br />w ~ <br />a 7o w <br />o <br /> _ <br /> <br />2D eD <br /> <br />ID ~ <br /> <br />D 10D <br />.am .aoz .DDS .aos .ms .037 .ma .1sD 3~ .~ ue x3e a.7s astzS 1a.D S7s 7e.a 1sz zm <br />DIAMETER OF PARTICLES IN MILLIMETERS 1z7 <br />CLAY TO 9LT ryIE YEOIUY COARSE FlME COARSE ~~ <br />GRAVEL 16 Y. SAND 70 ~ SILT AND CLAY 14 7. <br />LIQUID LIMIT ~ PLASTICITY INDEX 9 <br />SAMPLE OF: Silty Gravelly Sand FROM:boring 11 Gt 6 Feet <br />197 682 HEPWORTH - PAWLAK <br />GEOTECHNICAL, INC. GRADATION TEST RESULTS Fig. 5 <br />