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<br />MONTGOMERY WATSON/LAB TESTING/CO <br />003-2111-1 <br />TABLE 1 <br />SUMMARY OF SOIL DATA <br />S,4MPLE~ ::: ~ ... ~SAMPLE.~ ~ ~ ~~ : ~ SAMPLE U.S.C. S;:SOIL DELIVERED A7TER8E RG. GRAIN. SIZE.DISTRIBUTION:, ~SPECIFIC~ MOIST.l.DEN.RELATIQNSHIR 'Al1DITIONA6TESTS <br />~TYF'E ~~~ :~NUMSER :. ~. ~~DEF'TH :~~CLASSI ~ MOISTURE ~ ~~ LIMt75 ~:~~ ~% FINER 94 DINER %:FINER GRAVITY STANDARD PRQCTOR ~CgMMENTS <br /> .... tft) ::. 'FlCAT10N::. :.... t%).:. :LL Pl. PI'. .:::31A" ..:. ::..:.Pil :,' ..:.:#200'.:' ::::.. :., :::'. ..?CF:tDIY).; .::MOI6T(%).. (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 />EmbankmentlDam <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 /> West 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 <br />PL =PLASTIC LIMIT <br />PI =PLASTIC INDEX <br />SL = SHRINKAGE LIMIT <br />T = TRIAXIAL TEST <br />U =UNCONFINED COMPRESSION TEST <br />C =CONSOLIDATION TEST <br />DS =DIRECT SHEAR TEST <br />PERM =PERMEABILITY <br />GOLDER ASSOCIATES INC. <br />_@/23/00 _ _ LAKFWnnn CC)I f1RAfl(1 _ p~nn i of i <br />