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Soil Classification: USCS

PT to SW

USCS and AASHTO soil classification group symbols with grain size criteria, plasticity limits, drainage class, and typical engineering behavior for geotechnical design

Civil Engineeringclassification system: USCS5 rowsPage 2 of 2
classification systemgroup symbolaashto equivalentcbr typical pct (%)cc maxcc mincu mindrainage classfines pct passing 200group nameplasticity index max (%)plasticity index min (%)standardtypical engineering behavior
USCSPT<1Impervious (saturated)>50PeatASTM D2487-17; Das 2021; Coduto 1999Very poor; not suitable as foundation material; extremely high compressibility and secondary settlement; very low strength
USCSSCA-2-6 to A-65-15Poor to Fair>12Clayey sand<7ASTM D2487-17; Das 2021Fair to poor; plastic fines reduce permeability; susceptible to swelling if high PI
USCSSMA-2-4 to A-2-510-20Fair>12Silty sand<4NPASTM D2487-17; Das 2021; Coduto 1999Fair; permeability variable; frost susceptible; compacts to moderate density
USCSSPA-310-25<1 or >3Good<5Poorly graded sand0NPASTM D2487-17; Das 2021Fair; uniform particle size; susceptible to piping; loose deposits liquefy
USCSSWA-1-b20-40316Good<5Well-graded sand0NPASTM D2487-17; Das 2021; Holtz & Kovacs 1981Good foundation; densifies well under compaction; excellent subbase material

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