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S� Project Name: Cripple Creek Project <br /> SGI Testing Services, LLC Project No: SGI19024 <br /> 4405 International Blvd.,Suite B-117,Norcross,GA 30093 Client Sample ID: Low Perm Soil <br /> Ph:(770)9318222 Fax:(770)9318240 <br /> Lab Sample No: 521325 <br /> ASTM n 698 COMPACTION MOISTURE-DENSITY RELATIONSHIP )Method � <br /> 150 <br /> 140 — <br /> Curves of 100%Saturation __ <br /> —' for Specific Gravity Values <br /> 130 - — —- -- <br /> — <br /> 120 - - -- -- — <br /> a — <br /> 3 110 <br /> D Gs-2 60 - — <br /> - - Gs-2 65 _ <br /> 100 <br /> 0 - - ------ - +— <br /> -- --- - <br /> -- <br /> -- —--- -- Gs=2.75 <br /> 90 <br /> 80 <br /> 70 <br /> 0 5 10 15 20 25 30 35 40 45 50 <br /> Moisture Content(%) <br /> Client SGI Compaction Data Maximum Dry Unit Weight and Optimum Moisture Content <br /> Sample Sample Measured Corrected <br /> ID NO/Description ID NO. w, Yd wom Ydmax w"m Ydmm <br /> (%) I c1 (%) cf) (%) (Pc1) <br /> Low Perm Soil S21325 8.7 101.6 15.0 113.3 12.3 1 1 q <br /> 12.5 111.1 <br /> 15.8 113.1 <br /> 19.2 105.1 <br /> %Retained on#4 Sieve: 25.2 <br /> %Retained on#3/8"Sieve: <br /> %Retained on 3/4"Sieve: <br /> %Retained on 2.0"Sieve: <br /> S22016.Compaction.xls <br />