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r <br /> GRAVEL SAND <br /> I . <br /> •Coarse Fine Coarse J Medium I Fine SILT CLAY <br /> ' U.S.STANDARD SIEVE SIZES <br /> 3/ <br /> 3" • 1-1/2" '45/8" 3/84 #4 CO #20 #40 10 #100 • #200 <br /> 100 I t ! 'I I I ! I <br /> �. I I I I I <br /> 90 I I <br /> 17I19t <br /> 80 i ! I ( 1 <br /> 1 1 <br /> • <br /> z I I'IN I • I I I I <br /> [ <br /> {9 70 <br /> al i I I I I I I <br /> 1 I <br /> >.- 60 <br /> m i 1 <br /> Z 50 - t <br /> I• <br /> I— 40' • <br /> W <br /> L�LI 30 -1( <br /> , <br /> Cl_ ( . <br /> 20 1 • <br /> 1 <br /> i <br /> 10 1 L 1 . <br /> I I ,�1-. <br /> I I I -- �.• ..,,. ,._� - <br /> • OI I II' 1 I _ <br /> 50 10 5 1 0.5• 0.1 0.05 0,01 0 005 J 0.001 0,0005 <br /> GRAIN SIZE IN MILLIMETERS <br /> SYMBOL SAMPLE DEPTH(ft) CLASSIFICATION OF SOIL-ASTM D2487 Group Symbol and Name %MC LL PL PI Grave! Sand F <br /> r.-�- - % % ines <br /> % <br /> TP-1 S-1 5,0-6_5 (SP-SM)Dark olive brown,poorly graded SAND with silt and gravel' 4 16.9 77.7 5.4 <br /> I■ TP 2 S-2 10.0-11.5 (SW-SM)Dark olive brown,well graded SAND with silt and gravel 8 20.3 72.4 7.3 <br /> A. TP-3 S-S 10_0-11.5 (SP-SM)Dark olive brown,poorly graded SAND with silt • 10 3.6 90.1 6_ J <br /> • <br /> PARTICLE-SIZE ANALYSIS <br /> 1 f Laboratory Testing for Liu&Associates OF SOILS <br /> HWA <br /> �C� � �5 � Ginson Bluff METHOD ASTM D422 <br /> HWAGRSZ 2012.025 T4800 GPJ 7115114 <br /> PROJECT NO.: 2012-025 T4800 FIGURE 1 <br /> • <br />