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DEFINITION OF TER},IS <br />SECONDARY DIIISIONS <br />.. Yal ^i-- llE <br />l9'" uJt ,Pt GRAVETS. GRA!'EIAAND <br />1JTTLE OR NO FINES <br />cWEII EDCLEAN <br />GRA\EI.s <br />< 5!'O FAIES POORLY GRADED GRAVEIS OR GR.A'IEL SAN D ITDITI,RES. <br />LITTLE OF NO FINES <br />-.!,- . ---rrt-i.ii cP.l:i; <br />SILTY \EI,SANDSILTGRAG\EI.S.Ri. <br />NON.PI.ASTIC FINES <br />SAJ\'DS <br />MOR! T}IA.\ <br />HALF OF <br />COARSE <br />FRACTION IS <br />IAAGER T}ln.\ <br />NO. 4 SIE\E <br />,*rtrrG <br />FL\ES CLA]TY GRAVEI-S. GR.A\'EISAND4IAY MAT,IaES, <br />PUSTIC FI}IES <br />:l-wS <br />WELL GRADED SANDS. GRA\ELLY SANDS. UT]LE OR NO <br />FINES <br />CLEAN <br />SA.\DS <br />< t','. FBIES SP <br />POORLY GRADE! SANDS. GRA\TI-LY SANDS. LTTTLE OR <br />NO FN'ES <br />rl l, sM ll SILTY SA.I{DS, SANDSE-T T'OCTUR.ES. NON.PL"{STIC FINES <br />sA-l\i'Ds <br />MORE I ru$: <br />IIALF OF <br />coAxsE <br />FRACTIO.'r* lS <br />SM.ALI.ER THAN <br />NO. .t SIE\T <br />SA.\DS <br />VT,I TH FINES st,CIATEY SANDS, SAND4I.AY ML\TLN.ES. PI".A.STIC FINES <br />INORGANIC SILTI VERY FINE SANI'S, ROCK Fl,oLTR. SILTY <br />OR CLAYEY NNE SANDS. SLIGHTLY PI.ASTIC CI.AYEY SILTS <br />INORGANIC CIAYS OF I.OW TO MEDIUM PT.ASTICITY, <br />GRAITELLY. SANDY. SILTS OR LEAN CIAYS <br />SILTS AND CL{YS <br />uQLllD LIMIr rS <br />LESS TIIAN 50 <br />ilrli:ail fi <br />ORGANIC SILTS AND ORGANIC CIAYS OF I-oW PTSSTICiT}' <br />ll N.fi{ I <br />ctr <br />RiORGAMC SE.TS, NqCACEOUS OR DTATOMACEOUS FINE <br />SANDY OR SILTY SOIl.s. EIASTIC SILTS <br />INORGANIC CIAYS OF ltrGH PI-ASTICTTY, FAT CTAYS <br />SILTS AflD CI.AYS <br />UQUID LIMIT IS <br />GRE.I.TER TIIAN 50 <br />%.'on.'4 ORGANTC CIAYS OF MEDIIJM TO HICH PI.ASTICITY. <br />ORGANIC SILTY C1AYS <br />PT PEAT AND OTHER HIGHLY ORGANIC SOI1J <br />PRI\IAR}' DNISIO:\S <br />l <br />z <br />lc:-.1t.,!=: <br />=Z:1'.'1r?;a <br />a=;-c=='! <br />(,r=j.;e <br />oS=!,r9;).i=<.rA <br />==!?o <br />GRAIN SIZESl <br />GRA\EL SANDCOBBLESCOARSEcoense il\lEDruu FINEFTNE SILTS AND CLAYS <br />CONSTRUCTION TESTING & ENCINEERING. INC <br />ofotEiExtclL ltD coistt!ctlor rxotxalltro tr!tlxo .rlD Il!tlcllol <br />lll. vtrtilrD ^vtrEt. !!ttt o t!coliDlDo cl- tlrlt laltl r.a..trl <br />3OULDERS <br />12' 3" 314" <br />CLE.,\R SQUARE SIEVE OPENINC <br />{t0 40 200 <br />U.S. STANDARD SIE\E S17F <br />ADDITIONAL TESTS <br />(OT}ER TI{AN TEST PIT.\ND BOzu:\_G LOG COLU}{N HE.{DINGS) <br />.1A-\- \'I&\rmum Dn Dcnstn <br />ICS- Cr",n Sizc D rstnbutron <br />l",E- s-o Eoul alcnt <br />ii- Erllnston lndcx <br />lCilu- Su.lfilc :rd C)rlonci:I Con,a", . pH Rc:rsitrrtr <br />Plrl- Permcrbilin <br />SC- Spcci.fic Gr:r'rn' <br />H-{- Hr drornetcr .\rl,lir srs <br />.{L- \ttcri:crg Lrmrs <br />R\'- F.- \'aiuc <br />CN- Consolidarron <br />PP- Pockcr Pcncuomcrcr <br />WA- Wash AnalYsrs <br />DS- Dir€t Shcar <br />UC- Unconfrncd Comprcssron <br />l{D - iUolsruJcDcnsln' <br />\1- )!'lorsn$c <br />SC- Srrcll Comc;:lsron <br />SYI}IBOI.S <br />I <br />EIGITLY ORGA.I\IC SOILS