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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Simons, Li and Associates, Inc. <br />Job. No. 6l43J002 <br />project: Portland Flume Reconstruction <br /> <br />PHYSICAL PROPERTIES OF SOILS <br /> <br />Sampled By: Western Technologies, Inc. <br />Authorized By: Simons, Li and Associates <br />Type of Material: Silty sand and gravel <br />Source of Material: Cascade #31 Portland #5 <br /> <br />February 2, 1983 <br /> <br />Sieve Analysis ASTM D422 <br /> <br />Sieve Size <br /> <br />%Passing <br />Accumulative <br /> <br />3" <br /> <br />100 <br />67 <br />57 <br />46 <br />39 <br />26 <br />17 <br />13 <br />10 <br />8 <br />6 <br />4.0 <br /> <br />1" <br /> <br />3/4" <br />1/2" <br />3/8" <br />No, 4 <br />10 <br />20 <br />40 <br />60 <br />100 <br />200 <br /> <br />Soil Classfication: <br /> <br />GM/GW <br /> <br />Liquid Limit and Plasticity of <br />Soils ASTM D424- <br /> <br />LL = 22 <br />PI = N.P. <br /> <br />Other: Sieve Analysis performed on minus 3" material only. <br /> <br />-28- <br /> <br />(~ <br />