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RANDALL & ASSOCIATES, INC. <br />NUCLEAR FIELD DENSITY TEST RESULTS <br />PROJECT Seneca Mine Haul Road <br />LOCATION Hayden, Colorado <br />riictiT Peabody Coal Company <br />REPORT NO <br />3 <br />DATE <br />TIME <br />ENG.ITECH <br />89-168 <br />2.5 <br />SJM <br />TEST <br />NO. .LOCATION DEPTH or <br />ELEVATION PROCTOR <br />NO. DRY <br />DENSITYPCF WATER <br />CONTENT°io COMPACTIOi~ <br />ACT.°~o REQ.°/o <br />i STA. 98+00 55' R of CL 28' ~_G 1 106.4 20.8 100+ 85 <br />2 STn. 97+30 @ CL 28' BG 103.2 20.3 100+ " <br />3 STn. 96+20 80' L of CL 27' gG " 101.2 22.0 100 " <br />4 STA. 98+10 @ CL 20' BG 102.6 20.9 100+ " <br />5 STn. 99+50 @ CL 100.5 22.4 100 " <br />6 STA. 105+65 12' R of CL Grade 93.0 25.6 92 " <br />7 .STA. 105+25 5' R of CL " 109.4 18.6 100+ " <br /> <br /> <br /> <br /> <br />PROCTOR DATA: <br />NO. 1 MAX DD 101.0 OMC 21.0 SOIL TYPE Clay claystone slightly sandy brown <br />NO. MAX DD OMC SOIL TYPE <br />NO. MAX DD OMC SOIL TYPE <br />NO. MAX DD OMC SOIL TYPE <br />COMMENTS: <br />BG =Below <br />JOB NO. 89-16~ <br />