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TEST <br />NO <br />LOCATION <br />1 <br />DEPTH <br />FEET <br />TEST <br />TYPE <br />LABORATORY <br />FIELD <br />COM- <br />PACTION <br />SOIL TYPE <br />MAX <br />DENSITY <br />PCF <br />OMC% <br />DRY <br />DENSITY <br />PCF <br />MC% <br />1 <br />TOP OF RDA (TOP BENCH) <br />8 BLOWS <br />0.0 <br />NUC <br />97.0 <br />11.8 <br />97.0 <br />11.1 <br />100 <br />CURVE NO 50 <br />JOB NO SCO2872.000 <br />2 <br />RDA @ N1180916.3990 - E3156162.08807 <br />7 BLOWS <br />7645.4 <br />NUC <br />97.0 <br />11.8 <br />91.0 <br />8.4 <br />94 <br />CURVE NO f0 <br />JOB NO SCO2872.000 <br />3 <br />RDA @ N110968.8340 - E3156237.02804 <br />4 BLOWS <br />7646.0 <br />NUC <br />97.0 <br />11.8 <br />95.0 <br />11.4 <br />98 <br />CURVE NO 50 <br />JOB NO SCO2872.000 <br />4 <br />RDA @ N1181040.1200 - E3156308.6480 <br />7645.5 <br />NUC <br />97.0 <br />11.8 <br />96.0 <br />10.5 <br />99 <br />CURE NO 50 <br />JOB NO SCO28T2.000 <br />Compaction <br />Test Report <br />CLIENT NEW ELK COAL COMPANY <br />122 WEST 1ST STREET <br />TRINIDAD CO 81082 <br />SPECIFICATIONS 90 <br />TYPE OF COMPACTION EQUIPMENT AND NO OF UNITS <br />MOISTURE ADDED BY <br />MOISTURE WITHIN <br />TYPE OF EARTH MOVING EQUIPMENT AND NO OF UNITS. <br />SCOPE OF FULL <br />OBSERVATION ❑ TIME, <br />RICK VON SCHWEINITZ <br />FIELD REPRESENTATIVE <br />RVS:EMR <br />% OF MAXIMUM ASTM D 698 <br />TO % OF OPTIMUM <br />DATE <br />0R/99/11 <br />Phase 345 REPORT NUMBER. <br />SUBJECT NEW ELK COAL MINE <br />HIGHWAY 12 <br />WESTON, CO <br />RDA WASTE <br />THICKNESS OF LIFT <br />CTLITHOMPSON, INC. <br />❑ CONTRACTOR'S OR CLIENTS REPRESENTATIVE <br />© PERIODIC, ON CALL BASIS. <br />ADVISED <br />4r <br />MICHAEL LEM <br />ASSOCIATE <br />4718 N. Elizabeth Street I Suite C -2 I Pueblo, CO 81008 I Phone: 719 -595 -1287 Fax: 719- 595 -1292 <br />APPROVED BY <br />CTL I THOMPSON <br />INCORPORATED <br />PROJECT NUMBER SCO2872.000 <br />2 SHEET 1 OF <br />THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT OF <br />OUR OBSERVATION OF FILL PLACEMENT, AS WELL AS THE TESTS <br />SHOWN ABOVE, WE HAVE RELIED UPON THE CONTRACTOR TO <br />APPLY THE NECESSARY COMPACTIVE EFFORT AND MOISTURE <br />TO ACHIEVE SPECIFIED COMPACTION DURING TIMES WHEN OUR <br />OBSERVER IS NOT PRESENT, AND AT LOCATIONS OTHER THAN <br />THOSE TESTED. TEST DATA ARE NOT THE SOLE BASIS FOR <br />OPINIONS ON WHETHER THE FILL MEETS SPECIFICATIONS. <br />PROGRESS REPORT <br />AS REQUESTED, WE WERE ON SITE FOR MUCH OF THE DAY. RDA TESTS ARE SHOWN ABOVE. NO <br />PRECISE LOCATION IS AVAILABLE FOR 1ST TEST. <br />1 -4 <br />INCHES <br />© IN OUR OPINION, FILL COMPACTION MEETS SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO (S) <br />❑ IN OUR OPINION, FILL COMPACTION DOES NOT MEET SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO (5) <br />