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MOISTURE DENSITY TEST DATA <br /> Client: Transit Mix <br /> Project: Transit Mix, 444 E. Costilla <br /> Colorado Springs, CO 80903 <br /> Project Number: 2015 <br /> Specimen Data <br /> Source: Daniels Fine Fill <br /> Sample No. : DsFF-S-16 <br /> Elev. or Depth: Stockpile Sample Length (in. /cm. ) : Stockpile <br /> Location: Daniels Sand Pit <br /> Description: Structure Backfill (Fine Fill) <br /> Liquid Limit: NV Plasticity Index: NP Natural Moisture: 7. 2 <br /> Date: 2-14-16 USCS Classification: AASHTO Classification: <br /> Testing Remarks: Sample was obtained at Daniels Sand Pit by Joanna Newcommer. <br /> Percent retained on No.4 sieve: 1. 6 <br /> Percent passing No. 200 sieve: 15. 1 Specific gravity: <br /> Test Data And Results For Curve DCLSIFF--S <br /> Type of test: ASTM D 698-91 Procedure A Standard <br /> Mold Dia. . 4 . 00 in. Hammer Wt. : 5. 5 lb. Drop: 12 in. <br /> Layers : three Blows per Layer: 25 <br /> POINT NO. 1 2 3 4 <br /> 130 WM + WS 3885. 0 3999. 0 4009. 0 3952 . 0 <br /> WM 1990. 0 1990. 0 1990.0 1990. 0 <br /> 126 WW+T 604 . 90 765. 50 868 . 00 886. 60 <br /> WD+T 566.20 702 . 80 783. 20 785. 50 <br /> 122 TARE 0. 00 0. 00 0. 00 0. 00 <br /> MOIST 6. 6 8 . 9 10. 8 12 . 9 <br /> 118 <br /> 114 MOISTURE 6. 8 8. 9 10. 8 12 . 9 <br /> DRY DEN 117 . 3 122.0 120. 5 115. 0 <br /> 110 <br /> 4 a 12 16 Max dry den= 122. 2 pcf Opt moisture= 9. 4 v <br /> Oversize Correction Not Applied <br /> OPPq O t <br /> 0 . <br /> o <br /> 6 . Q <br /> sS�0NAL E� <br /> TRANSIT MIX CONCRETE CO. <br />