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RELATIVE COMPACTION TEST RESULTS <br />PROJECT: West Elk Mine - Lone Pine Waste PROJECT NO: M96030MT DATE: 6-30-95 <br />Pile 7-07-95 <br />LOCATION: Somerset, Colorado ENGINEERING TECEiNICIAN: Hayes <br />CLIENT: Mountain Coal Company <br /> DEPTH PROCTOR OPTIMUM DRY MOISTURE RELATIVE <br />TEST LOCATION OR DENSITY MOISTURE DENSITY CONTENT COMPACTION SOIL TYPE <br />NO. ELEVATION PCF CONTENT $ PCF b ~ <br />40 Lone Pine waste pile, Below 91,5 14,0 102,3 15.6 100 Clay, with coal gob, <br /> north end of waste pile grade gravelly, brown <br />41 Lone Pine waste pile, 91,5 14,0 100.5 16.9 100 <br /> north end of waste pile <br /> 7-07-95 <br />42 Lone Pine waste pile, Delow 91,5 14,0 97,7 15.6 100 Clay, with coal gob, <br /> north end of pile grade gravelly, brown <br />43 Lone Pine waste pile, 91.5 14,0 99,6 13.0 100 " <br /> northeast end of pile <br /> //rr <br />44 Lone Pine waste pile, ;~~• <br />~ <br />\ 91,5 14,0 94,9 16.3 100 " <br /> ~ <br />west end of pile ~ <br />` <br />E;: <br />~ <br /> <br />` <br /> ^ <br />-` <br />\ <br /> ~ <br /> //~~n <br />-. <br /> \V~ <br />~ <br />Op <br /> r <br />y C <br />~ <br /> 3~ <br />CQ I <br /> ~ <br />REMARKS: The test results indicate the density and moisture content for the location and elevation tested only. <br />RELA'PIVE COMPACTION TEST RESULTS <br /> <br />~AItt~IEI't dltb ~$$0C1~tC$ <br />