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Mr 0 <br /> HYDROMETER ANALYSIS S:EVE ANALYSIS <br /> TAE REANZS U.S. STANDARD 5ERES CLEAR SCUA➢E CFEN6S <br /> iSCJI b"93 ww 9u. .MI" M. IF #u0 Ow4404W It MIs G 1v,- r S-a- 5' <br /> m <br /> � o <br /> m l <br /> v0 e0 <br /> 0 <br /> N <br /> Q W <br /> H <br /> Z u <br /> W <br /> U � V <br /> d 6 <br /> p 10 <br /> 10 O <br /> t � <br /> [O <br /> 0 e <br /> -' 1.U� RJ <br /> DIAME-ER OF PARTICLE N MIL_METERS <br /> CLAY TO SILT SAND I CRA''='- COBBLE' <br /> :.1E r "EEI_U CCAREZ EI`e I COARSE _ <br /> SPECIFIED <br /> SIEVE SIZE PERCENT PASSING PERCENT PASSING <br /> 111 100 <br /> 3/411 92 <br /> 3/811 82 <br /> IT <br /> 4 71 <br /> 98 63 <br /> #16 57 _ r <br /> 30 51 <br /> 50 47 goo 0100 44 4 y �. N/A <br /> n200 39 s '- <br /> .037 mm 27.6 <br /> .019 mm 19. 6 4 z <br /> .009 mm 72.0 <br /> .005 mm 7.5.002 mm <br /> !� <br /> 3. 5 <br /> 7 <br /> .001 mm 2.0 4 <br /> GRAVEL 29 % SAM 32 % SET AND CLAY 39 <br /> 110170 LACT % PLASTIC" INDEX % <br /> sAw-E oF:Gravelly. Sandy Silt <br /> FRm Dentention Area near Flume House — Sample ;2 <br /> DATEwRED 6/30/94 <br /> 90-150L Kumar & Associates GRADATION TEST RESULTS FIG. 2 <br />