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t .. <br />rrsvCTOR TEST RESULTS <br />CLIENT Peabody CDaI PROJECT NO. 89-168 <br />PROJECT Seneca Mine Haul Road DATE 6/27/89 <br />LOCATION Hayden, Colorado <br />SOURCE OFSAMPLE STA.9+00 & STA. 45+00 SAMPLE NO. 6 EN G. TECH FW <br />DESCRIPTION OF SAMPLE Clay, very Silty, sandy, brown <br />ASTMIX`X~'~S D698 METHOD A <br />MOISTURE-PERCENT OF DRY WEIGHT <br />C _~ <br />• <br />F <br />O <br />O <br />LL <br />U <br />m <br />U <br />W <br />a <br />N <br />7 <br />0 <br />a <br />N <br />2 <br />W <br />O <br />r <br />0 <br />150 1 5 10 15 20 25 <br />MAX. DRY DENSITY 102' ~ PCF <br />OPTIMUM M.C. 19.6 <br />140 <br />130 <br />120 <br />110 <br />too <br />90 <br />