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COMPACTION TEST RESULTS <br />Project: Refuse Pile Project No.: 99-3983 <br />Report No.: 55 <br />Date: 4/12/10 <br />Test Location Depth Proctor Dry Water Actual Required <br />No. Elev. No. Density Content Compaction Compaction <br /> (pcf) (%) <br />437 N. 29324.93; E. 16452.02 7099.154 11 95.9 5.6 96 90 <br />438 N. 29643.82; E. 16103.82 7069.851 11 94.2 4.4 94 90 <br />439 N. 29831.13; E. 15790.38 7081.662 11 92.4 9.7 92 90 <br />440 N. 30241.44; E. 15792.83 7078.191 11 99.7 6.2 99 90 <br />441 N. 30530.1; E. 15792.83 7086.168 11 99.4 2.6 99 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 />11 100.3 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