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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" ' 518" 3/8" #4 #10 #20 #40 #60 #100 #200 <br /> 1 I <br /> , _ <br /> I 1 I I 1 <br /> 100 iiiiitilliliiiiiiiiiouioii_111111111111 <br /> II I I <br /> Iao70 <br /> � 60 I I giiiii <br /> '1IIUh1_1IIIii0 <br /> 111111 <br /> CD <br /> I11110 <br /> E I- 40 11.1 11111 <br /> 30 I <br /> tYd <br /> 20 IIII 1111111111111111 1111111 IIII , <br /> 10 1 I I I I 1 1 --�-AI"lt''PRPAw1111141 <br /> I I I 1 I I I I <br /> 0 I I I I I I 1 I I <br /> 50 10 5 1 0.5 0.1 0,05 0.01 0.005 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 Gravel Sand Fines <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 /> ■ 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-3 10.0-11.5 (SP-SM)Dark olive brown,poorly graded SAND with silt 10 3.6 90.1 6.3 <br /> I <br /> MEPARTICLE-SIZE ANALYSIS <br /> Laboratory Testing for Liu &Associates OF SOILS <br /> HVIA.G QSGI.CNG' S INC Ginson Bluff METHOD ASTM D422 <br /> 'e -- <br /> PROJECT NO.: 2012-0255 T4800 FIGURE 1 <br /> HWAGRSZ 2012-025 T4800.GPJ 7/15/14 <br />