Laserfiche WebLink
<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 .A7TER8 ERG. GRAIN. SIZE.DISTRlBU710N:, ~SPECIFIC~ MOIST.l.DEN <br />RE[,4TIQNSHIR 'Al1DITIONA6TESTS <br />.~TXPE ~~ :~NUMSER :. 'DE?TH CLASSI MOISTURE ~~ LIMt7 5 ~:~~ % FINER ~9b DINER %:FINER GRAVITY : <br />STANDAR4 PRL)CTOR ::COMMENTS <br /> .... tft) ::. 'FlCAT10N::. :..:: ~%).:. '.LL Pl. "PI'. .:::31A" ..:. ::.; Pil... #200'.:.' ::.... :..:::'. ..?CF:tD1Y),; .::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 />EmbankmentJDam <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 = LIOUID 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 _ pnnn ~ of i <br />