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CLASSIFICAT]O}i <br />The folloving test <br />classlficatlon of soils <br />Classification system: <br />me thod s are <br />1n accordance <br />used <br />wlth <br />to <br />the <br />ald in the <br />Unified Soil <br />L <br />L <br />L <br />L <br />L <br />I <br />L <br />L <br />L <br />L <br />I <br />2 <br />t.s.T.l'1 .Tesu <br />Test <br />Te s t <br />Hethod <br />Hethod <br />Method <br />D-L2Z <br />D-tl23 <br />D-42/1 <br />A.S.T,H. <br />A.S.T.M. <br />The resul ts of grain size lests, r,rhen conducted, are <br />shoxn on the Gradlng Analysis sheets. The results of <br />c onsl6tenc y tests are shown on the Borlng Logs or tBbulated <br />in the Appendix of this rePort. <br />RESISTANCE IIR'' VALI]E <br />The resistance t'R" Value of soils <br />deternj.ned by means of Callfornla Test <br />to 6upport <br />Method No. <br />pa v enent is <br />301. <br />SAND EQUIVALENT <br />The sand <br />ag8reBetes is <br />l'lethod D-2419 . <br />equivBlent <br />deterr,ined <br />(S.E.) of granular sol1s and <br />in accordance with A.S.T.M. <br />flne <br />Te s t <br />SOLUBLE STILFATE CONTEIIT <br />The concerrtraEion of soluble sulfaEes 1n the soils 1s <br />determined by A.S.T.)'1 . Test Hethod D-5i6, llethod A and 1s <br />expressed as a percentage by ueight of the dry so11 tested. <br />L <br />L <br />L <br />L <br />L <br />IL- <br />7 /87 Page B