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150 <br />140 <br />130 <br />U_ <br />a 120 <br />.N <br />C <br />d <br />110 <br />z <br />0 <br />100 <br />90 <br />80 <br />0 <br />5 <br />10 15 20 <br />Moisture Content - % <br />*Unconfined Compressive Strength at 95% compaction = 7,300 psf <br />Job Name: Pond 12A - Yoast Mine <br />Sample Location: On Site <br />Soil Description: Very Sandy Clay with Gravel (CL) <br />Maximum Dry Density: 107.0 pcf Opt. Moisture Content: 17.7 % <br />Liquid Limit: 44 Plasticity Index: 27 <br />Gravel: 4% Sand: 39% Silt & Clay (-zoo): 577. <br />PROCTOR TEST <br />RESULTS <br />Sample No. 1P <br />Procedure: ASTM D698 <br />Date: 7/23/07 <br />Job. No. 07-7600 ITech: RP <br />25 <br />h ? R <br />O.etetlnk.l I EnwonmmW Eryinwrvp • M.Wn.b T..Yp <br />(970)8]&7988 Fu (970)679-7891 <br />2580 Copw Ridge Dm -P.O. Boa 775226 <br />51eamE tSp qs, C01-80177