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150 <br />140 <br />130 <br />1L <br />a 120 <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: ¢¢ Plasticity Index: 27 <br />Gravel: ¢% Sand: 39% silt k Clay (-200): 57% <br />PROCTOR TEST <br />RESULTS <br />Sample No. 1P <br />Procedure: ASTM D698 <br />Date: 7/23/07 <br />Job. No. 07-7600 Tech: RP <br />25 <br />(aadad-fol / EnNmmw 1E14-----1-V <br />f n <br />(970)879.7888- Fax(970)8794891 <br />250 cope. Raga Drk -P.O. ao: n5276 <br />Steamboat 5pnngs, C$omdo 80477