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� UNIFIED SOIL CIASSIFICATION SYSTEM <br /> GROUP GROUP NAME <br /> MAJOR DP/ISIONS SYM80L <br /> GRAVEL CI.FJ�N GRAVEL GW WELL-GRA�ED GRAVEL.FINE TO CO�RSE GRAVEI <br /> COARSE- <br /> GP POORLY-GRPDEDGRAV0. <br /> GRAINED M02E THPN 50%OF <br /> COMSE FRACfION <br /> SOILS RETAINED ON NO.4 G��� GM �i�n'G��� <br /> s� WITH FINES <br /> GC cvcr�'c�anu�- <br /> MOREIHAN W% C��S�JD <br /> RETAJNEDON SAND $W V,�EU:GI7P�DEDSMID.FINETOCOMSESAND <br /> NO.200 S;EVE <br /> SP pOORLY-GRADED SPND <br /> MORE 1HAN 50%OF <br /> COARSEFRAC➢ON SAND SN� ��.�,�� <br /> PASSES NO.4 SIEVE yy(h{FINES <br /> SC Cvael Snr�D <br /> SILT AND CLAY INORGAN�C ML sat <br /> FINE- <br /> ueu�o un.vr CL qqv <br /> GRAINEU LESSTHPN50% <br /> SOILS ORGANIC OL ORGPNIC SILT,ORGANIC CIAY <br /> r�nottEnwt�so^ SILT AND CLAY INORGANIC MH SILT OF MGH PV4SfICtf1;EIAS7IC SILT <br /> PASSES NO.200 SIEVE <br /> LI6IUID 11Mlf CH CtAY OF HIGH PIASiIG1Y,FAT CIAY <br /> 50%OR MORE <br /> ORGANIC pH pRGANIC CIAV,ORGANIC SIIS <br /> HIGHLY ORGANIC SOILS PT � <br /> NOTES; SOIL MOISRlRE MODIFIERS <br /> 1 J Fleid classiBcailon Is based on Dry-Absence of moisture,dusty,dry <br /> visual examinatio�of soil In general to the Touch <br /> accordance with ASTM D 2488-93, Molst-Damp,but no vlsible water <br /> ?.J Soli classlflcaBon using laboratory <br /> tesis is based on ASTM D 2487-93. WeR Vlsible hee water or saturafed. <br /> 3) 'Desc;tlptlons of'soil densliy or usualy so�is obtai�ed from <br /> consistency ar�based on beiow wcrter tabie <br /> Interprotalion of blowcount data, <br /> vlsual appearance of solls,and/ar <br /> test data. . <br /> RMI ASSOCIATES, LTD. UNIFIED SOIL CLASSIFICATION SYSTEM <br /> Geotechnical Consultants FILENO. FIGURE <br /> 824 E. Utsalady Road 21704 3 <br /> Camano Island, Washington 98282 <br />