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Ve Engineering Inc. FI DENSITY Y DCE METHODo 0 143E s /Drive. Grass Valley,CA 95945 (530)272-2448 Report Client: rojec: Prosect Number: Allied Forward Landfill WMU FU-06 CQA 021605.07 Test No. 1 2 3 4 5 6 7 8 9 10 Date 05/24/06 07/28/06 07/31/06 08/01/06 08/01/06 08/01/06 08/02/06 08/03/06 08/04/06 08/04/06 Test Location SCCL-5 SCCL-26 SCCL-44 SCCL-60 SCCL-73 SCCL-84 SCCL-93 SCCL-121 SCCL-143 SCCL-150 Elev. or Lift No. Low-Perm Low-Perm Low-Perm Low-Perm Low-Perm Low-Perm Low-Perm Low-Perm Low-Perm Low-Perm Soil Type or Curve No. CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 Maximum Dry Density cf 117.6 117.6 117.6 117.6 117.6 117.6 117.6 117.6 117.6 117.6 Optimum Water Content % 13.4 13.4 13.4 13.4 13.4 13.4 13.4 13.4 13.4 13.4 Sand Density /Cm 3 1.444 1.444 1.444 1.444 1.444 1.444 1.444 1.444 1.444 1.444 Volume of Cone cm 3 1106.3 1106.3 1106.3 1106.3 1106.3 1106.3 1106.3 1106.3 1106.3 1106.3 Mass of Sand in Cone 9 1597.4 1597.4 1597.4 1597.4 1597.4 1597.4 1597.4 1597.4 1597.4 1597.4 DENSITY Tare No. 4 1 4 4 2 2 2 2 2 2 Tare+ Wet Soil Mass q 2898.5 3030.0 2966.5 3102.6 2916.6 3533.5 3016.4 2821.4 2898.5 3247.8 Tare Mass 9 9.1 9.1 9.1 9.1 9.1 9.1 9.1 9.1 9.1 9.1 Wet Soil Mass q 2889.4 3021.0 2957.5 3093.6 2907.6 3524.5 3007.4 2812.3 2889.4 3238.7 Cone +Sand Initial Mass 5869.6 5420.5 5488.6 5856.0 6037.4 5783.4 5733.5 5497.6 5311.7 5623.8 Cone +Sand Final Mass 2227.2 1614.8 1805.3 2181.8 2494.8 1719.1 2082.0 1995.8 1691.9 1882.4 Total Sand Used Q 3642.4 3805.7 3683.2 3674.2 3542.6 4064.3 3651.5 3501.8 3619.7 3741.4 Volume of Hole cm 1416.3 1529.4 1444.6 1438.3 1347.2 1708.5 1422.6 1318.9 1400.6 1484.9 Wet Density- PCf 127.4 123.3 127.8 134.3 134.7 128.8 132.0 133.1 128.8 136.2 WATER CONTENT Tare No. 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Tare+ Wet Soil mass: 9 594.6 595.4 591.0 593.9 497.4 592.0 496.8 495.1 496.4 497.5 Tare +Dry Soil mass: 9 540.0 534.0 533.8 531.7 450.0 531.2 450.3 438.9 440.0 448.7 Tare mass: 9 249.0 160.6 164.3 160.3 160.6 226.2 153.3 160.6 153.3 164.3 Weight of Water 9 54.6 61.4 57.2 62.2 47.4 60.8 46.5 56.2 56.4 48.8 Dry Soil mass 291.0 373.4 369.5 371.4 289.4 305.0 297.0 278.3 286.7 1 284.4 RESULTS Water Content % 18.8 16.4 15.5 16.7 16.4 19.9 15.7 20.2 19.7 17.2 Dry Density pcf 107.2 105.9 110.7 115.0 115.8 107.4 114.1 110.8 107.6 116.2 Compaction % 91.2 90.1 94.1 97.8 98.4 91.3 97.0 94.2 91.5 98.8 Compaction Re uired % 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 Notes: Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Low-Perm Low-Perm Low-Perm Low-Perm Low-Perm Low-Perm Low-Perm Low-Perm Low-Perm Low-Perm Print a e: repare y: Reviewed y: Cmp-WS (rev. 04/25/03) 11/10/06 Page 1 of 2