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CITY OF SANTA ANA <br />UNIFIED SOIL CLASSIFICATION AND SYMBOL CHART <br />COARSE -GRAINED SOILS <br />(more than 50% of material is larger than No. 200 sieve size.) <br />Clean Gravels (Less than 5% fines) <br />Walt -graded gravels, gravel -sand <br />`'W <br />GRAVELS <br />�`afs mixtures, little or no fines <br />More than 50%ye <br />GP Poorly graded gravels, gravel -sand <br />of coarse <br />mixtures. little or no fines <br />� �- <br />fraction larger <br />--------- ----- <br />Gravels with tines (AAore than 12% fines) <br />than No. 4 <br />sieve size <br />GM ) Sty gravels, gravel -sand -silt mixtures <br />GC ` Clayey gravels, gravel -sand -clay <br />mixtures <br />Clean Sands(Less than 5% fines <br />SW Well -graded sands, gravelly sands, <br />' Nttle or no fines <br />SANDS--- <br />50% or more <br />i Pommy grew sands, gravelly sands, <br />of coarse <br />I little or no tines <br />fraction smaller <br />ems„ with fines than 12% fines <br />than No. 4 <br />-� --- --- <br />sieve size <br />'�' $M Silly sands, sand -silt mixtures <br />SC Clayey sands, sand clay mixtures <br />FINE-GRAINED SOILS <br />(50% or more of material is smaller than No. 200 sieve size.) <br />inorganic sills and very fine sands, rock <br />SILTS <br />ML flour, silty of clayey fine sands or clayey <br />AND <br />oft with slight plasticity <br />Inorganic days of low to medium <br />CLAYS <br />Liquid limit <br />CL plasticity, grey days, sandy clays, <br />less than <br />silty days, lean days <br />50% <br />-- <br />OL Organic sifts and organic silty days of <br />low plasticity <br />iI Inorganic silts, micaceous or <br />MH diatomaceous fine sandy or silty soils, <br />SILTS <br />! eiastic silts <br />AND--- <br />-- ---------- ...� <br />CLAYS <br />Inorganic ch" of high pludcIty, fat <br />CH <br />Liquid limit <br />days <br />50% <br />or greater <br />M. OH Organic days of medium to high <br />> <br />plastic b, organic silts <br />HIGHLY <br />ORGANIC <br />; PT Peat and other highly organic soils <br />SOILS <br />LABORATORY <br />Approved <br />IR PERMIT ISSUANC <br />TION CRITERIA <br />Master ID: _ <br />D Date: p T---- <br />GW Cu = D ii0 greater than 4 Cc = 30 between 1 and 3 <br />10 <br />GP Not meeting all gradation requirements for GW <br />GM Aderberg limits below "A" <br />line or P.1. less than 4 Above "A" line with P.I. between <br />4 and 7 are borderline cases <br />GC Atterberg limits above 'A" requiring use of dual symbols <br />line with P.I. greater than 7 <br />SW Cs D- greater than 4: Cc = D DXoD between 1 and 3 <br />10 10 60 <br />Sp Not meeting all gradation requirements for GW <br />SM Atterberg limits below "A" Limits plotting in shaded zone <br />line or P.I. less than 4 with P.I. between 4 and 7 are <br />Atterberg limits above "A" bord"ne cases requiring use <br />Sc line with P.I. greater than 7 of dual symbols. <br />Determine percentages of sand and gravel from grain -size curve. Depending <br />on percentage of fines (fraction smaler than No. 200 sieve size), <br />ooarse-graved soils are classified as follows: <br />Less then 5 percent .................................. . . GW. GP, SW, SP <br />More than 12 percent ................ .... . . . ....... . GM, GC, SM, SC <br />5 to 12 percent . .. . ... . . . ......... Border** cases requidr►g dual symbols <br />1112 W 6th St Santa Ana Ca 92703 <br />Soil Classification `A' <br />PRIORITY ENGINEERING GROUP <br />