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COMPACTION TEST RESULTS <br />Project: Refuse Pile Project No.: 99-3983 Date: 05/21/08 <br />Report No.: 40 <br />Test L <br />ti <br /> <br />No oca <br />on Depth Proctor Dry Water Actual <br />. Elev. No. Density Content Compaction <br />377 N. 29577.6, E. 16100.9 7057.4' 8 95.7 6.5 91 <br />378 N. 29569.1, E. 16360.1 7059.2' 8 97.1 7 <br />5 92 <br />379 N. 29832.1, E. 16113.5 7058.5' 8 98.7 . <br />5.3 94 <br />No. Maximum <br />Dry <br />Density <br />c <br />8 105.0 <br />Comments: <br /> PROCTOR DATA <br /> <br />Optimum Relative Relative Density <br />Moisture Density Maximum <br />Content Minimum Density (pcf) <br /> Density c <br />11.5 <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 />Soil Type <br />Required <br />Compaction <br />90 <br />90 <br />90 <br />Processed Waste Coal <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