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a <br /> i <br /> � <br /> 'x <br /> — - -----------------------•---------_----------------------------- <br /> Page 1 <br /> + Particle Size Anal--sis <br /> -� Sieve Method <br /> * HLA Laboratory Analysis Routines Ver 3.0 <br /> Project Name: L-H 90819.12 Test Date: 09-14--1990 <br /> Project Number: 12090.007.01 Location: SB-1 @ 30.0 <br /> r <br /> -----------------•------------------------------------------------------------- <br /> �- Total Sample Weight (g) : 161.0 <br /> Percent Passing No. 10 Sieve ',r, <br /> r <br /> Representative Sample Weight (g) : -_-Y <br /> __--------------- .._-------- ------ <br /> PI Results (used in determining fines classification) <br /> s <br /> Liquid Limit: --- Plasticity Index: ---- <br /> ----------------------------------------------------------------------------- <br /> �1 Soil Composition: (%) . Particle Diameter (mm).: <br /> Gravel 0.0 @ 60% Passing ---- <br /> E <br /> `.. Sand 7.6 @ 30$ Passing --- <br /> Fines 92.4 @ 10% Passing � . <br /> r:. Coefficient of Uniformity: ---- { <br /> Coefficient of Curvature: --- <br /> i <br /> .F- Si1 Classification: GREY LEAN CLAY (CL* ) <br /> z Frost Classification: -- <br /> S, _ <br /> z 2 <br /> Data Entry By: TJDFile n: 499 <br /> F' <br /> F . . <br />