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<br /> <br />1 <br /> <br /> <br /> <br />1 <br /> <br /> <br /> <br />1 <br /> <br /> <br />UNIFIED SOIL CLASSIFICATION SYSTEM <br /> Soil Classificaticn <br />Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests" <br /> Group Group Names <br />Symbol <br />Coarse~Grained Soils Gravels Clean Gravels Cu z < and t s Cc s Jc GW Well-graded pravelF <br />More loan 50% retainetl on More roan 50% of coarse Less loan 5 % Iinesc <br />Cu < 4 and/or 1 > Cc > 3E GP PoOA <br />raded <br />v <br />lF <br />No. 200 sieve fraction retain y g <br />p2 <br />e <br />ed on <br />No. < slev0 Fines classify a5 ML or MH GM Silty gravelF~ °~" <br /> Gravels with Fines <br /> More than 12% lines° Fines classify as CL or CH GC Clayey prevelF~O'" <br />Sands Clean Santls Cu >_ 8 and 1 s Cc s 3E SW Wellyraded santl' <br />50°/. ar more of coarse IESS than 5 % finese <br />Traction passes Cu < 6 and/or 1> Cc > 3r SP PooAy pratletl sand <br />No. 1 sieve Fines classify as ML or MH SM Silly sand°• "~ ~ <br /> Santls with Fines <br /> More than 12% lines° Fines classdy as CL or CH SC Clayey sand°~ "~' <br />Fine~Grainetl Soils Silts and Clays inorganic PI > 7 and plots on or above "A' Ilne' CL Lean clayx L 4 <br />50 % or more passes the Llquitl limit less Than 50 ~ <br />PI < 4 or plots below "A" line ML Silts• L 4 <br />No. 200 slave <br /> Llquitl Ilmit -oven dried <br />OrganlC Clayx L 4. N <br /> or anic <br />9 <br />< 0.75 OL <br /> Llquitl limit -not dried Orpanlc sIItK L 4, o <br />Silts antl Clays inorganic PI plots on or above "A" line CH Fal clays~L 4 <br />Llquitl Ilmil 50 or more pl plots below "A" line MH Elastic slltx• L 4 <br /> Organic clays. L 4. o <br />Liquid limit -oven dried <br /> or anic <br />g <br />< 0.75 OH <br /> Llquitl limit -not dried Organic sIItK L 4• ° <br />Highly organic soils PAmarlly organic matter, dark In color, and organic odor Pf Peat <br />"Based on the material passing the 3~in. a ID~)~ xll soil contains 15 to 29 % plus No. 200, add <br />C <br />D <br />ID <br />C <br />(75-mm) slave. u = <br />~ <br />~e <br />c = 'With santl" or 'With gravel", whichever is <br />x D <br />D <br />Blf fleltl sample contained cobhles or 10 <br />~ predominant. <br />r <br />If soil contains z 15 % santl <br />atld "with sand" to <br />Oouldera, or both, atld "with cohbles or , <br />4f soil contains z JO % plus. No. 200 <br />boulders, or both" to rou name. <br />c 9 D Group name. <br />use dual symbol GG nr~eminantly sand, edtl "sandy" to group <br />°II floes classify as CL-ML <br />Gravels with 5 l0 12 % Tines require tlual , <br /> <br />symbols: GM, or SC~SM. <br />411 9011 contains 230 % plus No. 200, <br />GWGM well~gretled gravel with sill "II fines are organic, atld 'With organic lines" to predominantly gravel, add "gravelly" to prpup <br />GWGC well~praded gravel with clay group name. name <br />GPGM poorly pratled gravel with silt 'll soil contains z 15 % gravel, atld 'With Gravel" to 4p1 z d and plots on or above "A" Ilne. <br />GP-GC poony graded gravel with clay group name. °PI < 4 or plots below "A' Ilna <br />°Santls with 5 to 12•/. Ilnes require duel dlf Atterberp limits plot In shatletl area, soil Is a CL "PI plots on or above "A" Ilne. <br />symbols: ML, silty clay. <br />" <br />" <br />° <br />SWSM well•pradetl sand with silt PI plots below <br />Ilne. <br />A <br />SW~SC well-graded sand with clay <br />SP~SM poorly graded sand with silt <br />SP-SC Doorly graded sand with clay <br />50 <br /> <br /> <br /> <br /> <br />1 <br />' Form 111-885 <br />60 <br />a <br />X 40 <br />W <br />Z <br />>r 30 <br />r <br />U <br />F <br />Q 20 <br />J <br />a <br />10 <br />7 <br />4 <br />0 <br />for olassllicaflon o/ llne~gralned soils <br />and linapralnad Traction of coarsa~ ~ <br />grained soils ~ <br />~ <br />E <br />i <br />" <br />" \, <br />f <br />quat <br />on of <br />A <br />~ Ilne \ <br />V <br />I ~~ I <br />Horizontal at PI = 4 to LL 25.5. I <br />'~J ~ <br />~ ~ ~\ <br />then PI = 0.73 ILL - 20) <br />- Q P <br />Equation of "U" ~ Ilne OP <br />Vertical at LL = 16 to PI = 7, <br />Th <br />PI <br />~ <br />~J <br />en <br />= 0.91LL ~ 8) ~ <br />- <br /> / I <br /> / ~ O~' ~ <br /> - <br />P <br /> ~ p ~ <br /> j ,' G~' I MH off OH, <br />~ <br /> ~' <br /> <br />i ~ I I <br />- <br />CL•ML ~ MLoaOL I I <br />I I i ~ <br />0 10 16 20 30 d0 50 60 70 80 90 100 110 <br />LIQUID LIMIT (LL) <br />1 ~~rracon <br />