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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, February 2, 1983 <br />Authorized By: Simons, Li and Associates <br />Type of Material: Silty sand and gravel <br />Source of Material: Cascade #6; Portland #3, #4 <br /> <br />Sieve Analysis ASTM D422 <br /> <br />Sieve Size <br /> <br />%passing <br />Accumulative <br /> <br />4" <br /> <br />100 <br />89 <br />72 <br />66 <br />55 <br />49 <br />34 <br />20 <br />15 <br />11 <br />9 <br />7 <br />5.0 <br /> <br />3" <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 = 24 <br />PI = 5 <br /> <br />Other: Sieve Analysis performed on minus 4" material only. <br /> <br />-27- <br /> <br />14 <br />