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<br /> <br />• <br />100 <br />90 <br />P 80 <br />E <br />R 70 <br />C <br />E 60 <br />N <br />T 50 <br />P 40 <br />A <br />S <br />S 30 <br />1 <br />N 20 <br />G <br />10 <br />0 <br />PARTICLE-SIZE DISTRH3UTION ASTM D 421 AND D 422 <br />US STANDARD SIEVE OPENING SIZES <br />r i.s• .~r ns ae xi° am xe° aco xiao azoo <br />1000 100 ]0 I 0.1 <br />PARTICLE SIZE (mm) <br />0.01 0.001 <br /> Coarse Fine Cor Med Fine Silt or Cla Size <br />COBBLES GRAVEL SAND FINES <br />SAMPLE #: <br />DEPTH (ft): <br />DESCRD'TION: <br />CLAY with some fine to coarse <br />sand, trace fine gravel (CL) <br />MONTGOMERY WATSON/LAB TESTING/CO <br />003-2111-1 <br />MC (As tested): 19.5% <br />LL: 32 <br />PL: 17 <br />PI: 15 <br />Gs: 2.55 <br />DATE: <br />TECH: <br />REVIEW: <br />GOLDER ASSOCIATES INC. <br />LAKEWOOD,COLORADO <br />