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MONTGOMERY WATSON/LAB TESTINGICO <br />003-2111-1 <br />TABLE 1 <br />SUMMARY OF SOIL DATA <br />SAMPLE ~~ :: ;.:SAM(?LE.:~:,~~~:;~ ~: ~. SAMPLE ...:.. ; : ;. ; QOit ,.ELIVEItE :.TTERBE.. G. GAIN 5)ZE.D STR IBUTION 6FECIFIC. M016T/bEN:RELA710N$NIP P;Og1710NAL~TESTS <br />TYPE NUMBER DEPTH CLA991 .~. MOISTURE ~ LIMITS~~ %FINER %FINEIi ~%FINER GRAVITY ~~~~9TANDARD :RROCTOR.~~~~ COMMENTS ~~~~ <br /> 6) .: :'LL. pL' ..PI,' ::' 3/A'' : :. ;: 1i4. !:.Ii200.. .;.. : ;' ';' . . pCP'p .. <br />(ry ' ' . <br />M.OIST (96j: <br />' :::: (See NOtes) : ; . <br /> East Flume Borrow SC 29 18 11 100 100 50 2.64 114.1 13.8 <br /> East Flume Keyway CL 32 16 .16 100 100 56 2.61 <br /> Horse <br />Embankment/Dam <br />CL <br />27 <br />14 <br />13 <br />100 <br />99 <br />64 <br />2.60 <br /> Horse <br />Foundation/Base <br />CL <br />~ <br />27 <br />14 <br />13 <br />100 <br />98 <br />69 <br />2.63 <br /> Deal <br />Foundation/Base <br />SM <br />NP <br />NP <br />NP <br />100 <br />98 <br />39 <br />2.59 <br /> Wesi Horse <br />Foundation/Base <br />CL <br />32 <br />17 <br />15 <br />100 <br />98 <br />69 <br />2.55 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />NOTES: LL =LIQUID LIMIT T = TRIAXIAL TEST <br />PL =PLASTIC LIMIT U =UNCONFINED COMPRESSION TEST <br />PI =PLASTIC INDEX C =CONSOLIDATION TEST <br />SL =SHRINKAGE LIMIT DS =DIRECT SHEAR TEST <br />PERM =PERMEABILITY <br />COLDER ASS~TES INC. • <br />8/23/00 • LAKEWOOD. COLORAD(0 °^^^' ^P' <br />