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• <br />t <br />• <br />• <br />PROJECT: Seneca Mine - Hine Haul Road <br />LOCATION: Hayden, Colorado <br />CLIENT: Peabody Coal Conpany <br />TEST <br />S4 <br />85 <br />E6 <br />a2 <br />88 <br />89 <br />90 <br />LOCATION <br />STA.141+90 25' R of CL <br />' 139+90 25' ' ' <br />' 74+90 AT CL <br />' 140+30 15' R CL <br />' 139+50 !5' ' ' <br />' 132+00 20' ' ' <br />' 73+25 15' L CL <br />RORTIJRESi COLORADO COXSULTANTS, INC. <br />dba Randall 6 Associates <br />Y~ICLEAR DENSITY TEST AESUI.TS <br />AEPOAT: 13 <br />DEPTH <br />ELEVATION <br />2'86 <br />2' <br />AT 6P,ADE <br />1'BG <br />AT GRADE <br />5'B6 <br />PROCTOR <br />H0. <br />1 <br />DATE: 6~2~E9 <br />TIME: I.5 <br />EHG.JTfCN.: HDS <br />DRY <br />DENSITY PCF <br />100.9 <br />102.2 <br />106.4 <br />106.6 <br />]04.7 <br />100.5 <br />104.2 <br />HATER <br />CONTENT t <br />24.1 <br />1a.2 <br />18.5 <br />20.0 <br />20.5 <br />11.1 <br />20.2 <br />CUMPAi <br />ACT S <br />100 <br />Ioo+ <br />lDO+ <br />100+ <br />100+ <br />100+ <br />100+ <br />iIUN <br />REA.Z <br />90 <br />PAOCTOA DATA: <br />NO.: 1 HAX DD: 101.0 OMC: 21.0 SOIL TYPE: Clay, claystone, slightly sandy, brown <br />CONVENTS: <br />BB = BELON GRADE <br />JOB N0: 89-168 <br />