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NORTHWEST COLORADO CONSULTANTS, INC. <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Refuse Pile Project No.: 993983 Date: 5/31/01 <br />Report No.: 4 <br />Test <br />Number Location Elevation Proctor <br />Number Dry <br />Density Water <br />Content Actual <br />Compaction Required <br />Compaction <br />195 N31573.2 6958.799 6 96.5 15.4 100+ 90 <br /> E 16587.55 <br />196 N31733.51 6960.4 6 75.6 22.0 97 90 <br /> E 16654.03 <br />197 N31725.83 6958.021 6 78.0 16.6 100 90 <br /> E16499.47 <br />198 N31858.75 6960.349 6 78.2 21.6 100 90 <br /> E16746.76 <br />199 N31649.32 6961.458 6 82.3 18.2 100+ 90 <br /> E16685.56 <br />200 N31441.51 6960.014 6 90.9 13.5 100+ 90 <br /> E 16561.81 <br />PROCTOR DATA <br />No. Maximum Optimum Relative Relative Density Soil Type <br /> Dry Moisture Density Maximum <br /> Density Content Minimum Density (pcf) <br /> Densi c <br />6 78.0 18.0 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 <br />