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• RANDALL & ~OCIATES, INC. <br />NUCLEAR FIELD DENSITY TEST RESULTS <br />PROJECT Seneca Nine Haul Road <br />LOCATION Hayden, Colorado <br />CLIENT Peabody Coal Company REPORT NO. 4 <br />DATE <br />TIME <br />ENG./TECH <br />5/22/89 <br />2.0/2.0 <br />s.lrl <br />TEST <br />NO. <br />LOCATION DEPTH or <br />'ELEVATION PROCTOR <br />NO. DRY <br />DENSITYPCF WATER <br />CONTENT% COMPACTION <br />ACT.% REQ.%o <br />8 STA. 98+00 90' R of. CL 24' BG 1 98.3 21.9 97 85 <br />9 STA. 97+15 25' 22' BG 98.8 22.3 98 <br />10 97+90 35' L of CL 22' BG " 97.4 26.3 96 " <br />11 120+10 90' R 15' BG 92.9 27.4 92' " <br />1~ 119+50 10' 1. 8' BG 89.0 28.8 88 „ <br />13 96+75 80' L 21' BG " 102.8 21.2 100+ " <br />14 98+10 3~' R 22' BG 106.8 16.6 100+ " <br />15 <br />~~ 96+40 15' R <br />21' BG <br />103.0 <br />18.4 <br />100 <br />" <br /> <br /> <br /> <br />PROCTOR DATA: <br />NO. 1 MAX DD 101.0 OMC 21.0 SOIL TYPE Clati~, c].acsLOne, sliehily sandv~, 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 />BC =Below Grade <br />CL =Censer Line of Road <br />JOB N0. 89-168 <br />