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HYDROMETER ANALYSIS *' SIEVE ANALYSIS <br /> 25 HP 7 HP TIME READINGS US STANDARD SERIES CLEAR SQUARE OPENINGS <br /> 45 MIN 15 MN 60 MIN 19 MIN dMIN 1MIN '200 '100 '50 '40'30 'M '10'8 -4 378" 314' 1'h' 3 5" B' <br /> tool 0 <br /> 90 10 <br /> BO 20 <br /> 70 30 <br /> 60 d0 z <br /> d <br /> a <br /> 2 50 x c <br /> Z <br /> 40 60 <br /> 30 LEVEE FILL 70 <br /> 20 * WITH DISPERSIVE AGENT BD <br /> 10 90 <br /> 0 10o <br /> 001 002 005 009 019 037 074 149 297 590 119 2 0 2 3 a A76 952 191 361 762 127 200 <br /> 0 d2 152 <br /> DIAMETER OF PARTICLE IN MILLIMETERS <br /> CLAY(PLASTIC)TO SILT(NON PLASTIC) SAND GRAVEL <br /> FINE MEDIUM I COARSE FINE COARSE I COBBLES <br /> Sompleof SAND, SILTY. GRAVELLY (SM) GRAVELS—% SAND 54 r, <br /> From TP-2 @ 0 TO 2 FEET sILT&ctAY 14 % LIQUIDLIMIT24�—% <br /> PLASTICITY INDEX NP % <br /> HYDROMETER ANALYSIS * SIEVE ANALYSIS <br /> 25 HQ 7 HR TIME READINGS U S.STANDARD SERIES CLEAR SQUARE OPENINGS <br /> d5 MIN.15 MIN. 60 MIN.19 MN 4MIN 1MN '200 '100 *50'40'30 '16 '10'B 'd 3/8' 314' 1''A' 3" S. B" <br /> 100 0 <br /> 90 10 <br /> BO 20 <br /> 7D 30 <br /> D o <br /> z O0 40 = <br /> 6 Q <br /> 50 50 c <br /> u 40 60 <br /> 30 LEVEE FILL 70 <br /> * WITHOUT DISPERSIVE AGENT <br /> 2D eo <br /> 10 90 <br /> 0 100 <br /> .001 .002 .005 .OD9 .019 .037 .074 149 297 .590 1.19 2 0 2 3E d 76 952 191 361 762 127 200 <br /> 042 152 <br /> DIAMETER OF PARTICLE IN MILLIMETERS <br /> CLAY(PLASTIC)TO SILT(NON-PLASTIC) SAND GRAVEL <br /> FINE I MEDIUM I COARSE I FINE I COARSE I :OBBLES <br /> Sample of SAND SILTY GRAVELLY (SM) GRAVEL% SAND 54 % <br /> From TP-2 @ 0 TO 2 FEET SILT&cLAY 14_% LIQUIDLIMIT 24—% <br /> PLASTICITY INDEX NP % <br /> Gradation <br /> JOB NO. 25,385 Test Results FIG. 10 <br />