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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 />% <br />SOIL TYPE <br />MAX <br />DENSITY <br />PCF <br />OMC% <br />DRY <br />DENSITY <br />PCF <br />MC% <br />29 <br />1181125.1430, 3155989.1420 <br />7662.3 <br />NUC <br />111.0 <br />9.0 <br />104.0 <br />12.7 <br />94 <br />CURVE NO 6 <br />JOB NO SCO2872.000 <br />30 <br />1181033.3050, 3155857.5170 <br />7660.5 <br />NUC <br />111.0 <br />9.0 <br />101.0 <br />10.1 <br />91 <br />CURVE NO 6 <br />JOB NO SCO2872.000 <br />31 <br />RDA 1181142.2700, 3156454.4830 <br />7684.5 <br />NUC <br />111.0 <br />9.0 <br />107.0 <br />7.1 <br />96 <br />CURVE NO 6 <br />JOB NO $CO2872.000 <br />32 <br />1181387.6120, 3156123.4010 <br />7682.5 <br />NUC <br />111.0 <br />9.0 <br />113.0 <br />8.9 <br />100 + <br />CURVE NO 6 <br />JOB NO SCO2872.000 <br />33 <br />1181278.6890, 3155824.1450 <br />7685.8 <br />NUC <br />111.0 <br />9.0 <br />101.0 <br />6.3 <br />91 <br />CURVE NO 6 <br />JOB NO SCO2872.000 <br />34 <br />1181142.5490, 3155588.4560 <br />7689.9 <br />NUC <br />111.0 <br />9.0 <br />102.0 <br />8.6 <br />92 <br />CURVE NO 6 <br />JOB NO SCO2872.000 <br />TYPE OF COMPAC (ION EQUIPMENT AND NO OF UNITS <br />MOISTURE ADDED BY <br />Compaction <br />Test Report <br />CLIENT NEW ELK COAL COMPANY <br />122 WEST 1ST STREET <br />TRINIDAD CO 81082 <br />SPECIFICATIONS <br />TYPE OF EARTH MOVING EQUIPMENT AND NO, OF UNITS' <br />Int <br />SCOPE OF <br />OBSERVATION <br />FIELD REPRESENTATIVE <br />RVS:ES <br />90 <br />MOISTURE WITHIN <br />RICK VON SCHWEINITZ <br />% OF MAXIMUM <br />TC <br />ASTM D 698 <br />OF OPTIMUM <br />CATE 02/07/12 PROJECT NUMBER SCO2R72.non <br />Phase 345 REPORT NUMBER <br />SUBJECT: NEW ELK COAL MINE <br />HIGHWAY 12 <br />WESTON, CO <br />VARIOUS <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 />THICKNESS OF LIFT <br />PROGRESS REPORT <br />A SITE VISIT WAS MADE AS REQUESTED TO TAKE DENSITIES ON THE DWP AND RDA, <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 (S) <br />❑ FULL CONTRACTOR'S OR CLIENTS REPRESENTATIVE <br />TIME, 0 PERIODIC, ON CALL BASIS, ❑ ADVISED <br />CTLITHOMPSON, INC. <br />APPROVED BY <br />CTL I THOMPSON <br />INCORPORATED <br />8 <br />20 THRU 34 <br />MICHAEL LEMONS <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 />SHEET 2 OF 2 <br />INCHES <br />