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�oo <br />90 <br />SQ <br />� <br />2 <br />� 70 <br />LL! <br />� <br />� 60 <br />m <br />� <br />W 5C <br />Z <br />� <br />f— 4C <br />Z <br />W <br />� 3( <br />w <br />a <br />zc <br />�� <br />GRAVEL SAND SILT I CLAY I <br />Coarse Fine Coarse Medium Fine <br />U.S. STANDARD SIEVE SIZES . <br />50 <br />SAMPLE <br />TP-2 S-1 <br />TP-3 S-2 <br />1p 5 1 0,5 0.1 0,05 <br />GRAIN SfZE I�i N:i�LIMETERS <br />l7EPTH (ft) CLASSIFiCATION OF SOIL- AS7M D2�87 Group Sym6ol and Name <br />7.5 - 8.5 (SM) Dark olive brown, silty SAND with gravel <br />3,0 - 4.0 (SP-SM) Dark olive brown, poorly graded SAr!D v::th s[It <br />U.U� U.uua u.uu i v,���n <br />% MC LL pL p� �ravel Sand Fines <br />0 0 0 <br />i8 24.2 63.3 12.5 <br />28 0.0 94.2 5.8 <br />PARTICLE-SIZE ANALYSIS <br />� Laboratory Testing for Liu & Ass�ciates OF SOILS <br />� METHOD ASTM D422 <br />�A�T��S��� �� Sound Avenue SFR ^ r ��� ��� <br />,� L PROJEGT NO.: �O � 2-OZ�J T47OO �i�ur�: 'i <br />NWAGRSZ 2�12�025T4700,GPJ 7/141'14 � �� <br />