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SIEVE ANALYSIS HYDROMETER ANALYSIS <br /> CLEAR SQUARE OPENQiGS I U.S. STANDARD SERIES TIME READINGS <br /> Ir 0 9'5' 3' 1-1/2' 3/4' 3/8' /4 88 #10 Ens $30 #40 #50 #100 #200 1 min 4 min 19 min so min 15 min 45min <br /> I 1 I 100 <br /> I 1 <br /> I I <br /> I I t <br /> 10 I I I 90 <br /> j I 1 <br /> 1 t I <br /> 20 __ I 80 <br /> ( I I <br /> ( I 1 <br /> I 1 I <br /> 30 I 1 t 70 <br /> 1 I I <br /> ( 1 I <br /> ( I I <br /> ( { 1 <br /> 0 40 1 I 60 <br /> I I <br /> W I 1 I Q <br /> 1450 50 1- <br /> r 1 <br /> I I I w <br /> W. 0 40 w <br /> IL I t I °L <br /> 1 I 1 <br /> t l I <br /> 70 1 I 1 30 <br /> 1 I 1 <br /> I I 1 <br /> I I I <br /> 80 20 <br /> I <br /> l I I <br /> 90 { I 1 10 <br /> 1 1 1 <br /> 1 l I <br /> 10Oo a w a+ 42 <br /> 1 7 . ' 2.0 b. o a C0 <br /> 152 76.2 38.1 19.1 9.52 4.76 2.38 1.19 .590 .297 .149 .074 .037 .019 .609 005 .002 .001 <br /> DIA_ TER OF PARTICLE IN MILLIMETERS <br /> GRAVEL. 5ANQ <br /> COBBLES OIARSE FlN CO-ARSE ME IUM FINE FINES <br /> Boral 'Agg. Stage'6-Berm �►',� GRADATION TEST <br /> ATTERBERG LI1uIITS: �-r <br /> E-L 29 � �r J.R.Valentine,Inc. <br /> PL 17 B-1 @ 10.0' "� <br /> FIGURE 1 <br />