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EARTH ENGINEERING CONSULTANTS, LLC <br /> SUMMARY OF FIELD DENSITY TESTS <br /> t-6 Rw <br /> 29,V Lim: :RC-LV <br /> Project Name: Turnpike Sand&Gravel Pit-Backfill Zone Project No: 1 <br /> Location: Erie,Colorado Date: December 2015 <br /> Proctor Designation A <br /> Maximum Dry Density(pcf) 112.0 <br /> Optimum Moisture Content(%) 15.5% <br /> Required Moisture Variance 7%to 18% <br /> Required Percent Compaction 90 <br /> Laboratory Method ASTM D-698 <br /> Field Test Results m o Compliance with <br /> E g a c Project Specs <br /> a z' o Approximate Test Location Notes 3 m E Moisture %Comp. <br /> o Z Elev./Lift Material Percent Dry 2 a U (pass/ (Pass/ <br /> c� No. (Proctor) Mois Density <br /> Fail) Fail) <br /> 18 12/4 K 1 Reservoir Backfill-See Diagram 0.0 A 15.7% 112.2 0.2% 00% Pass Pass <br /> 19 12/4 2 Reservoir Backfill-See Diagram 0.0 A 1 J1% <br /> 109.1 -0.7% 97% Pass Pass <br /> 20 12/4 3 Reservoir Backfill-See Diagram 0.0 A 08.1 -0.2% 97% Pass Pass <br /> A23 <br /> 1214 4 Reservoir Backfill-See Diagram 0.0 A 112.1 -1.4% 100% Pass Pass <br /> 12/4 5 Reservoir Backfill-See Diagram 0.0 A 111.9 -1.1% 100% Pass Pass <br /> 12/4 6 Reservoir Backfill-See Diagram 0.0 A 110.4 -0.4% 99% Pass Pass <br /> 10 <br />