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GRAVEL SAND <br /> Coarse Fine Coarse Medium Fine SILT CLAY <br /> U.S. STANDARD SIEVE SIZES <br /> 3/4" <br /> 3" 1-1/2" 5/8" 3/S" #4 #10 #20 #40 #60 #10� #200 <br /> � � � , � � � � � � <br /> 100 <br /> 1 1 I I I 1 I I I � <br /> 1 I I 1 I I I I I <br /> 90 <br /> I I I i I I I I I I � <br /> I II I I I I � I <br /> so <br /> = I I i I I I I i j I <br /> I I I I I I I 1 , I <br /> � 70 <br /> W � I i I I 1 I I I I <br /> 'S 1 � � � � I I I I I <br /> i <br /> � 1 ( 1 1 I �I I I I I <br /> W 50 � � � � � I I I i <br /> Z 1 I t I I I I I I � <br /> � I I I 1 I I I I I I <br /> f— 40 � 1 I I I I I I i I <br /> z I i i I I I I i 1 I <br /> W I i 1 I I I I l I <br /> U 30 <br /> W I I ! I I I I I i J <br /> � I I i I I � � � � � � <br /> 20 <br /> I I I I I I i I 1 <br /> I I I 1 I I i I I <br /> to <br /> I 1 I I �I '; I I i I <br /> I 1 I I I I I I i <br /> 0 <br /> 50 10 5 1 0.5 0.1 0.05 O.D1 0.005 0.001 O.0005 <br /> GRAIN SIZE IN MILLIMETERS <br /> SYMBO SAMPLE DEP7H(ft) CIP,SSIFICATION OF SOIL-AS7M D2487 Group Symbol and Name %MC LL PL p� Gravei Sand Fio es <br /> • TP-2 S-1 7.5-8,5 (SM)Dark ofive brown,silfy SAND with gravel 18 24.2 63.3 12.5 <br /> ■ TP-3 S-2 3.0-4.0 (SP-SM) Dark olive brown, poorly graded SAND with silt 28 0.0 94.2 5.6 <br /> ��� PARTICLE-SIZE ANALYSIS <br /> li�ifi� Laboratory Testing for Liu &Associates OF SOILS ' <br /> �AG��S�N�$��. Sound Avenue SFR �L�,TE �-1 METHOD ASTM D422 <br /> PROJECT NO.: ZO�Z-OZrJ T47OQ FIGURE: � �I <br /> H'NAGRSZ 20�2-025T4700,GPJ 7�14/14 <br /> I <br />