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• RANDALL & ~OCIATES, INC. • <br />NUCLEAR FIELD DENSITY TEST RESULTS <br />PROJECT~ <br />LOCATION <br />CLIENT- <br />Hayden, CO <br />Peabody Coal <br />REPORT <br />DATE 6/28/88 <br />TIME 7.0 hours <br />ENG.ITECH. MDS <br />TEST <br />NO. LOCATION DEPTH or <br />ELEVATION PROCTOR <br />NO. DRY <br />DENSITYPCF WATER <br />CONTENT% COMPACTION <br />ACT.% REQ.% <br /> Sample No. 6 (C1): <br /> <br />lA <br />4 + 00 from first fill at Center Line round <br />Surface <br />6 <br />131.4 <br />4.3 <br />100+ <br />95 <br />1B " " " " " 127.4 4.4 100+ " <br />2A Well #37 at Center Line " " 128.9 3.6 100+ " <br />2B " " " 130.6 3.2 100+ " <br />3A Half way between well, 37-15 at Center Line 123.0 4.1 100+ " <br />3B 130.7 3.7 100+ <br />4A Well #15, 10' northeast of Center Line " 124.7 5.4 100+ " <br />4B " 127.7 5.3 100+ <br /> <br />SA ownhi point beginning switchback, <br />25' north of Center Line ~~ 114.2 9.4 94 " <br />6A Downhill point beginning switchback at Center Line 127.3 4.5 100+ " <br />PROCTOR DATA: <br />NO. 6 MAX DD 122.0 OMC 10.0 SOIL TYPE Clay slightly sandy with Qravel light 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 />Seneca Mine <br />JOB NO. 188-1264 <br />