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COMPACTION TEST RESULTS <br />Project: Refuse.Pile <br />Project No.: 99-3983 <br />Report No.: 56 <br />Date: 7/14/10 <br />Test Location Depth Proctor Dry Water Actual Required <br />No. Elev. No. Density Content Compaction Compaction <br /> (pco (%) <br />442 N. 31544.14; E. 17142.38 6873.5 10 100.8 4.8 94 90 <br />443 N. 31634.32; E. 17325.27 6868.4 10 103.8 4.9 96 90 <br />444 N. 31832.75; E. 17347.88 6864.8 10 103.0 4.3 96 90 <br />445 N. 31985.26; E. 17587.58 6864.1 10 106.7 5.1 - 99 90 <br />446 N. 324104.06 E. 17410.64 6860.3 10 107.7 5.0 100 90 <br />PROCTOR DATA <br />No. Maximum Optimum Relative Relative Density Soil Type <br /> Dry Moisture Density Maximum <br /> Density Content Minimum Density (pcf <br /> c % Density c <br />7 111.5 11.0 Processed Waste Coal <br />10 107.6 11.0 Processed Waste Coal <br />1!1 100.3 10.2 Processed Waste Coal <br />Comments: <br />BSG= Below Subgrade Grade <br />SG= Subgrade Grade <br />SBG= Subbase Grade <br />BSBG= Below Subbase Grade <br />BCG= Base Course Grade <br />BBF= Below Bottom of Footing <br />NWC= Northwest Corner, <br />NEC= Northeast Corner <br />SWC= Southwest Corner <br />SEC= Southeast Corner <br />BFG= Below Footing Grade <br />FG= Footing Grade