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i <br /> Particle 5 -______,__-aae-_ <br /> j ize Analysis <br /> Sieve Method <br /> r, ILA Laboratory Analysis Routines Ver 3.0 <br /> Project Name: L-H 90819-12 <br /> Project Number: 12090,007.01 Test Date: 09-13-1990 <br /> Location: SB-1 Q Z;t-p <br /> �^ ---------------------------------------------------------------------•--------- <br /> Total Sample Weight (g) : 227.6 <br /> h <br /> Percent Passing No. 10 Sieve ; <br /> 0.0 <br /> Representative .Sample Weight (g) : --..- <br /> "' ----------------------- ----------------------------------------------------- <br /> r� . PI Results <br /> (used in determining fines classification) <br /> .A <br /> 4 <br /> Liquid Limit: <br /> ,. --- Plasticity Index: --- ! <br /> ------------------------------------------------------------------------ <br /> Soil <br /> ----- ----Soil Composition ( ) : Particle Diameter (mm) : - <br /> Gravel <br /> @ 60% Passing - <br /> Sand 21.5 @ 30% Passing <br /> << ! -- ; <br /> r Fines 78.3 v <br /> @ 10% Passing <br /> - C <br /> Coefficient <br /> ,�-• of Uniformity; -.-- <br /> z <br /> Coefficient of Curvature: ---_ ' <br /> Sail Classification BROWN LEAN CLAY W/SAND (CL* <br /> Fr est Classificatia,i: --- <br /> -± Data Entry By: PSA' <br /> File -i 779 <br /> t' <br /> _ i <br />