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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. : 608OD-1-13 <br /> Elev. or Depth: Stockpile Sample Length (in./cm. ) : Stockpile <br /> Location: Daniels Sand Pit <br /> Description: 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: This product was sampled at Daniels Sand Pit by Joanna <br /> Newcomer <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 DSFF-M <br /> Type of test: ASTM D 1557-91 Procedure A Modified <br /> Mold Dia. . 4 . 00 in. Hammer Wt. : 10 lb. Drop: 18 in. <br /> Layers: five Blows per Layer: 25 <br /> POINT NO. 1 2 3 4 <br /> 135 NM + WS 6180. 0 6348 . 0 6366. 0 6308 . 0 <br /> WM 4250. 0 4250. 0 4250. 0 4250 . 0 <br /> 131 WW+T 1764 . 30 1958 . 90 2091 . 80 1818 . 70 <br /> WD+T 1658 . 10 1811 . 10 1908 . 40 1625 . 90 <br /> 127 TARE 0. 00 0. 00 0. 00 0. 00 <br /> MOIST 6. 4 8 . 2 9. 6 11 . 9 <br /> 123 <br /> 119 MOISTURE 6. 4 8 .2 9 . 6 11. 9 <br /> DRY DEN 120. 0 128 .3 127 . 7 121. 7 <br /> 115 <br /> 4.5 7.5 10.5 13.5 Max dry den= 128 . 9 pcf Opt moisture= 8. 7 % <br /> Oversize Correction Not Applied <br /> �D0 <br /> 0 <br /> V`:?••8 1��• D <br /> t <br /> 6 <br /> S�ONAL E� <br /> TRANSIT MIX CONCRETE CO. <br />