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UNIFIED SOIL CLASSIFICATION SYSTEM <br />Criteria for Assigning Group Symbols and Group Names Using laboratory Tests' <br />Soil Clasaifiwtion <br />Group <br />Symbol Group Name' <br />Coarse Grained Soils Gravels Clean Gravels Cu z 4 and 1 s Cc s 3r GW Wellyraded gravel` <br />More than 50% retained More man 50% of coarse Less than 5%fines` Cu <4 anNor 1 > Cc > 3° GP Poody graded grevel` <br /> fraction retained on <br />on No. 200 sieve No. 4 sieve Gravels with Fines Fines classify as ML or MH GM Silty gravel` °~" <br /> More man 12%fines` Fines Uassify as CL or CH GC Clayey gravel`°" <br /> Sands Clean Sands Cu z 6 and 1 s Cc 5 3` SW Well-graded sand' <br /> 50% or more of coarse Less man 5%fines° Cu < 6 and/or 1 > Cc > 3` SP Poody graded sand' <br /> traction passes <br /> No. 4 sieve Sands vrim Fines Fines classify as ML or MH SM Silty sand°MA <br /> More man 12%fines° Fines Classify as CL or CH SC Clayey sand°"' <br />Fine-Greined Soils Silts and Clays inorganic PI > 7 and plots on or above "A" line' CL Lean clay"" <br />50%or more passes me Liquid limit less than 50 PI < 4 ar plots below "A" line' ML SiIC1°' <br />No. 200 sieve <br /> organic Uquid limit -oven dded Organic clay"""' <br />< 0.75 OL <br />Liquid limit -not dded Organic silPt"'O <br />Silts and Clays Inorganic PI plots on or above "A" line CH Fat cWy"u' <br />Liquid limit 50 or more pl lots below "A"line MH Elastic Silt""' <br />organic Liquid limit -oven dded Organic Gay"~"' <br /><0.75 OH <br />Liquid limit -not dded Organic silt"Lt'~O <br />Highly organic soils Primarily organic matter, dark in wlor, and organic odor PT Peat <br />"Based on me material passing me 3-in. (75-mm) sieve <br />s If field sample contained cobbles or boulders, or bom, add'With cobbles <br />or boulders, or bom" to group name. <br />cGravels wim 5 to 12%fines require dual symbols: GW-GM well-graded <br />gravel wim silt, GW-GCwell-graded gravel wim Gay, GP-GM poody <br />graded gravel wim silt, GP-GC poody greded gravel wim day. <br />°Sands wim 5 to 12M° fines require dual symbols: SWSM well-graded <br />sand with silt, SW-SCwell-graded sand with Gay, SP-SM poody graded <br />sand wim silt, SPSC poorly graded sand with day <br />eCu = Dso/D1o Cc = ~L <br />Dio x Dm <br />rlf soil contains 2 15% sand, add wim sand' to group name. <br />glf fines dassify as CL•ML, use dual symbol GC-GM, or SCSM. <br />so <br />50 <br />a <br />W 40 <br />O <br />yZ <br />F- ~ <br />U <br />20 <br />o. <br />to <br />7 <br />a <br />0 <br />0 10 18 20 30 40 50 60 70 e0 90 100 110 <br />LIOUID LIMIT (LU <br />"If fines are organic, add'Wim organic fines" to group name. <br />I If soil contains s 15°h gravel, add'Wim grevel' to group name. <br />' If Atterberg limits plot in shaded area, soil is a CL-ML, silty day. <br />elf soil contains 15 to 29Yo plus No. 200, add'Wim sand' or'Wim <br />gravel.' whichever is predominant. <br />~ If soil contains z 30% plus No. 200 predominantly sand, add <br />"sandy' to group name. <br />M If soil contains z 30% plus No. 200, predominantty gravel, <br />add "grevelly'to group name. <br />"PI s 4 and plots on or above 'A" line. <br />PI < 4 or plots below'A" line. <br />'PI plots on or above "A' line. <br />o PI plots below "A' line. <br />For classifieation of floe-gra ined <br />soils end fine-greined fractio <br />of coarse-grelnad soils n <br />tee ~ <br />e <br /> ; ~ vi <br />Equadon of"A'-line J,} •t ^ <br />Honzontel et PI=4 to LL-25 5 <br />-- then P1=0.73 (LL-20) .... ..__ <br />..__..__... ' <br />..._ <br />0 _ <br />__. _.... <br />___. <br />_.. _. ._ <br />....____._ <br />Equation oi'U"-line .r° <br />G ~ <br />Vertical at LL=16 to PI=7, <br />then PI=0.9 (LL-9) <br /> 0~ <br /> ov <br /> ~' <br /> G <br /> MH o r OH <br /> ML or OL <br />.1 ~~rr~con <br />