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F <br /> -----------.. ---------------- ---,�-_-_- , <br /> ---` Page <br /> Particle Size Analysis <br /> Sieve Method <br /> F, HLA Laboratory Analysis Routines Ver 3 .0 t ` <br /> Project Mame: L-H 90819.12 Test Date: 09 =14-1990 <br /> Project Number: 12090.007.01 Location: SB-1 @ 25.0 <br /> - ----------------------------------------- ------ ---- ------ <br /> Total Sample Weight {g) : 187.3 s� <br /> ! } Percent Passing No. 10 Sieve 0.0 ` <br /> Representative Sample Weight (g) : ---- <br /> -------------------------------------------------------------------- ---------- <br /> PI <br /> ------------•----------- `---------PI Resalts (used in determining fines cilassificatior•) <br /> r <br /> Liquid Limit: --- Plasticity Index: --- <br /> ------------------w -- '----------- <br /> Soil <br /> --- -----Soil Composition (%) : Particle Diameter (mm) : <br /> s <br /> Gravel 2.0 @ 50$ Passing "'_ <br /> � t <br /> Sand 5.1 @ 30% Passing --- i <br /> Fines 92.8 @ 10% Passing <br /> j <br /> Coefficient of Uniformity: ---- <br /> Coefficient of Curvature: ---- j <br /> Soil Classification: BROVM FAT CLAY (CH* ) E I <br /> y I. 7 <br /> MO <br /> Frost Classification: <br /> Data Entry By: FJD File : 49,i, <br /> 3s � <br /> _ v <br /> i <br /> s <br /> r <br /> E <br />