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UNIFIED SOIL CLASSIFICATION SYSTEM <br /> Soil Classification <br /> Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests Group Group Name <br /> Symbol <br /> Gravels: Clean Gravels: Cu>_4 and 1 5 Cc<3 E GW Well-graded gravel P <br /> More than 50%of Less than 5%fines c Cu<4 and/or 1>Cc>3 E GP Poorly graded gravel' <br /> coarse fraction retained Gravels with Fines: Fines classify as ML or MH GM silty gravel <br /> Coarse Grained Soils: on No.4 sieve More than 12%finest Fines classify as CL or CH GC Clayey gravel <br /> More than 50%retainedClean Sands: Cu>_6 and 1 5 Cc< E E SW Well-graded sand' <br /> on No.200 sieve Sands: SP Poorly graded sand'/° <br /> Less than 5 foes° Cu<6 and/or 1>Cc>3E <br /> 50/°or more of coarse ° <br /> fraction passes No.4 Sands with Fines: Fines classify as ML or MH SM Silty sand°'"41 <br /> sieve More than 12%fines° Fines classify as CL or CH SC Clayey sand°' <br /> PI>7 and plots on or above"A"line' CL Lean clay"`' <br /> a <br /> Silts and Clays: <br /> Inorganic: PI<4 or plots below"A°line ML Silt <br /> Liquid limit less than 50 Liquid limit-oven dried <0.75 OL Organic clay '`'"' <br /> Fine-Grained Soils: Organic: Liquid limit-not dried Organic silt <br /> 50%or more passes the PI plots on or above"A"line CH Fat clay <br /> No.200 sieve Silts and Clays: P Inorganic: PI lots below"A"line MH Elastic Silt"' 'M <br /> Liquid limit 50 or more Liquid limit-oven dried Organic clay"'`'"'P <br /> Organic: <0.75OH Or anic silt"'`'"''° <br /> Liquid limit-not dried 9 <br /> Highly organic soils: Primarily organic matter,dark in color,and organic odor PT Peat <br /> "Based on the material passing the 3-inch(75-mm)sieve "If fines are organic,add"with organic fines"to group name. <br /> B If field sample contained cobbles or boulders,or both,add with cobbles If soil contains>_15%gravel,add"with gravel"to group name. <br /> or boulders,or both"to group name. ' If Atterberg limits plot in shaded area,soil is a CL-ML,silty clay. <br /> c Gravels with 5 to 12%fines require dual symbols: GW-GM well-graded "If soil contains 15 to 29%plus No.200,add"with sand"or"with gravel," <br /> gravel with silt,GW-GC well-graded gravel with clay,GP-GM poorly whichever is predominant. <br /> graded gravel with silt,GP-GC poorly graded gravel with clay. ` If soil contains>_30%plus No.200 predominantly sand,add"sandy"to <br /> °Sands with 5 to 12%fines require dual symbols: SW-SM well-graded group name. <br /> sand with sift,SW-SC well-graded sand with clay,SP-SM poorly graded M If soil contains s 30%plus No.200,predominantly gravel,add <br /> sand with silt,SP-SC poorly graded sand with clay "gravelly'to group name. <br /> ( z "PI z 4 and plots on or above"A"line. <br /> E Cu=DedDi° Cc PI<4 or plots below"A"line. <br /> = <br /> D x D PPI plots on or above"A"line. <br /> 0 00 <br /> °PI plots below"A°line. <br /> F If soil contains_15%sand,add"with sand"to group name. <br /> G If fines classify as CL-ML,use dual symbol GC-GM,or SC-SM. <br /> 60For classification of fine-grained <br /> soils and fine-grained fraction <br /> 50 of coarse-grained soils <br /> Equation of"A"-line <br /> EL Horizontal at PI=4 to LL=25.5. ; <br /> X 40 then PI=0.73 a0� <br /> Lu Equation of"U"-line Geo <br /> Z Vertical at LL—_16 to PI=7, <br /> Y 30 then PI=0.9(LL-8) <br /> f— / V <br /> U � c�0 <br /> 7/F <br /> F_ <br /> zo <br /> MH or OH <br /> W <br /> 10 <br /> 7 - L- L ML or OL <br /> 4 - <br /> o - <br /> 0 10 16 20 30 40 50 60 70 80 90 100 110 <br /> LIQUID LIMIT(LL) <br /> 1 rerracon Exhibit C-2 <br />