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REFUSE PIT DENSITY MEASUREMENTS <br /> DS 1524 <br /> Date of sampling: 10/31/2019 MS 499 <br /> WET ACTUAL MOISTURE DRY <br /> TEST DEPTH DENSITY MOISTURE LB/CU.FT. DENSITY % UTM Meters <br /> No. LOCATION INCHES LB/CU. FT. % WATER LB./CU.FT. PROCTOR N E <br /> 1 5A NE 12 101.3 8.56 7.98 93.3 103.6% 4453012 695305 <br /> 2 5A NW 12 100.4 9.07 8.35 92.0 102.2% 4453104 695188 <br /> 3 15A S 12 101.6 10.10 9.32 92.3 1 102.4% 4452744 695315 <br /> 4 2/3/4 NE 12 98.7 11.55 10.22 88.5 98.2% 4453321 ! 695888 <br /> 5 2/3/4 SE 12 101.1 11.35 10.30 90.8 100.8% 4453187 695931 <br /> 6 2/3/4 SW 12 102.1 16.82 14.70 87.4 97.0% 4453210 1 695635 <br /> 7 2/3/4 NW 12 103.1 9.14 8.63 94.5 104.8% 4453263 ! 695655 <br /> 8 <br /> 9 <br /> 10 <br /> 11 <br /> 12 <br /> Proctor Number=90.1 KRB <br /> FORMULAS: Moisture(pcf)_ (%Moisture X Wet Density)/(%Moisture+100) <br /> Dry Density=Wet Density- Moisture(pcf) <br /> (dry basis) <br /> Sample Tin Tare (g) Wet wt. Dry wt. % H2O <br /> 1 15 28.2 194.4 181.3 8.56 <br /> 2 30 28.4 190.7 177.2 9.07 <br /> 3 45 28.5 184.4 170.1 10.10 <br /> 4 60 28.2 200.1 182.3 11.55 <br /> 5 75 28.5 197.3 180.1 11.35 <br /> 6 100 28.3 176.9 155.5 16.82 <br /> 7 115 27.7 203.3 188.6 9.14 <br />