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RANDALL & A~CIATES, INC. • <br />NUCLEAR FIELD DENSITY TEST RESULTS <br />PROJECT Seneca hone Haul Road <br />LOCATION Havden, Colorado <br />CLIENT Peabody Coal Comapny REPORT NO. 6 <br />DATE <br />TIME <br />ENG.ITECH <br />5/24/89 <br />2.5/2.0 <br />MDS <br />TEST <br />NO. LOCATION DEPTH or <br />ELEVATION PROCTOR <br />NO. DRY <br />DENSITY PCF WATERo <br />CONTENT /, COMPACTIOI~J <br />ACT. /o REQ. /o <br />21 STA. 97+70 L 20' N of CL 17' BG 1 104.3 21.1 100+ 85 <br />22 97+00 aL CL 17' gG 100.0 22.8 99 " <br />23 96+40 L 15' N of CL 18' BG 104.2 18.9 100+ " <br />24 99+10 R 10' S of CL 18' BG " 100.6 18.6 99 " <br />25 99+00 15' R of CL 15' BG 103.8 18.0 100+ <br />26 98+50 5' L of CL ]5' BG 102.0 15.0 100+ " <br />27 98 +00 70' L of CL 15' BG 103.2 18.2 100+ " <br />28 96+70 25' R of CL 15' BG 96.1 22.0 95 " <br />29 97+30 20' R of CL 15' BG 100.5 20.0 99 " <br />30 9b+20 22' R of CL 15' BG 100.5 19.6 99 <br /> <br />PROCTOR DATA: <br />tJO.~_MAXDD 101.0 OMC 71.0 SOIL TYPE Cla~~ clavsrone sli^hcly sandy brown <br />NO. tvlAX DD OMC SOIL TYPE <br />tJO. MAX DD OMC SOIL TYPE <br />NO. MAX DD OMC SOIL TYPE <br />COMMENTS: <br />BC = Below Grade <br />CL = Center Line of Road <br />JOB NO <br />89-168 <br />