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SIEVE ANALYSIS HYDROMETER ANALYSIS <br /> CLEAR SQUARE OPENINGS I U.S. STANDARD SERIES I TIME READINGS 7 hr 25 hr <br /> 3/e_ 84 00 #10 #16 #30 #40 #50 #100 #200 1 min 4 min 19 min 50 min 15 min 45 min <br /> 0 100 <br /> ! I <br /> I I I <br /> ( I I <br /> 1 I 90 <br /> 10 ! I 1 <br /> i I I <br /> I I I <br /> 20 1 I I 80 <br /> 1 I I <br /> I ( I <br /> I I I <br /> 30 ( 1 _ �_ �_ -- 70 <br /> I I I <br /> I I I <br /> ( I I <br /> f I I <br /> U140 60 z <br /> W 1 I I 50 a <br /> �50 I — i, <br /> ! I I W <br /> xW. I I I <br /> w I I i ac <br /> w fi0 I I -- i - — 40 W <br /> a 1 I I <br /> I l t <br /> 1 I 1 <br /> 30 <br /> 70 ! I I <br /> 1 I I <br /> I I f <br /> f I 1 <br /> BO 1 20 <br /> 1 ( I <br /> i I I <br /> i I I <br /> 90 i I i 10 <br /> ( 1 ! <br /> ( I 1 <br /> i t 1 <br /> ( i 1 <br /> 1 o00 O O Q O tl'1 O O O � QO <br /> c<[ 1 7 0 U-T 2.0 � b.42 0 0 � <br /> 152 76.2 38.1 19.1 9.52 4.76 2.38 1.19 .590 .297 .149 .074 .037 .019 .009 ,005 002 .001 <br /> (DIAMETER OF PARTICLE IN MILLIMETERS <br /> COBBLES GRAVEL - SAND I FINES <br /> COARSE flNE COARSE MEDIUM FINE <br /> Holton Stage 6 Iq/,� GRADATION TEST <br /> aTTERBERG LlMtTSo � �r-. <br /> (L 38 dfl,I I.R.Valentine, Inc. <br /> p'- 25 STA 0+50 @ -3.0' <br /> FIGURE 1 <br />