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Moisture Density Relationship <br /> Curve No.: DCLS1FF•S <br /> Project No.: 2015 Date: 2-14-'r, <br /> Project: Transit Mix,444 E.Costilla <br /> Colorado Springs,CO 80903 <br /> Location: Daniels Sand Pit <br /> Elev./Depth: Stockpile <br /> Remarks: Sample was obtained at Daniels Sand Pit by Joanna Newcommer. <br /> MATERIAL DESCRIPTION <br /> Description: Structure Backfill(Fine Fill) <br /> Classifications- USCS: AASHTO: <br /> Nat.Moist.= 7.2 Sp.G.= <br /> Liquid Limit= NV Plasticity Index= NP <br /> %> No.4= 1.690 %<No.200= 15.1 % <br /> TEST RESULTS <br /> Maximum dry density= 122.2 pcf <br /> Optimum moisture-9.4 <br /> 140 1 Test specification: <br /> I I- ASTM D 698-91 Procedure A Standard <br /> I I <br /> 130 <br /> 120 i I 1 100%SATURATION CURVES <br /> FOR SPEC. GRAY. EQUAL TO: <br /> 2.8 <br /> ` 2.7 <br /> I I 1 2.6 <br /> 110 <br /> p 100 I <br /> O-L l <br /> 90 <br /> . may_.• - - i—i _ I I f_ � I I - -- <br /> 8070. <br /> 0 5 10 15 20 25 30 35 40 <br /> Water content, % <br /> Plate <br /> TRANSIT MIX CONCRETE CO. <br />