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RANDALL & ASSOCIATES, INC. <br />NUCLEAR FIELD DENSITY TEST RESULTS <br />:1 h1 <br />?f 1 <br />PROJECT Seneca Mine Haul R. <br />LOCATION Hayden, Colorado <br />riiFNT Peabody, Coal <br />REPORT NO <br />5 <br />DATE "23/89 <br />TIME 1.0/1.0 <br />ENG.ITECH. SJhi <br />TEST <br />NO. LOCATION DEPTH or <br />ELEVATION PROCTOR <br />NO. DRY <br />DENSITY PCF WATER <br />CONTENT°%, COMPACTION <br />ACT.°6 REQ.°':, <br />16 STA. 98+30 20' R of CL 20' BC 1 103.2 20.4 100+ 85 <br />17 97+OS 10' L of CL 16' BC 98.8 25.9 98 <br />]8 96+15 50' L of CL 18' BG 97.3 21.8 96 " <br />19 99+00 70' F, of CL 102.3 21.5 100+ " <br />20 98+70 15" R of CL 99.3 23.5 98 " <br /> <br /> <br /> <br /> <br /> <br /> <br />PROCTOR DATA: <br />1 MAX DD 101.0 <br />tJO OMC 21.0 SOIL TYPE Cla~~ claystone, sli~htl~~ sande, brown _ <br />. <br />rJO. MAX DD OMC SOIL TYPE <br /> <br />rJO. MAX DD OMC SOIL TYPE <br /> <br />NO. MAX DD OMC SOIL TYPE <br /> <br />COMMENTS: <br />BG =Below Grade <br />CL =Center Line <br />• • JOc N0. 89 <br />