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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 />Z0 <br />DWP 1179462.1020, 3166445.8830 <br />7475.5 <br />NUC <br />104.0 <br />9.0 <br />99.0 <br />14.0 <br />95 <br />CURVE NO 5 <br />JOB NO SCO2872.000 <br />21 <br />1179454, 6000, 3155388.2730 <br />7473.9 <br />NUC <br />104.0 <br />9.0 <br />104.0 <br />15.0 <br />100 <br />CURVE NO 6 <br />JOB NO SCO2872.000 <br />22 <br />1179390.0120, 3165345.9260 <br />7472.3 <br />NUC <br />104.0 <br />9.0 <br />107.0 <br />5.1 <br />100 + <br />CURVE NO 6 <br />JOB NO 5002872.000 <br />Y3 <br />1179397.9940, 3165338.2640 <br />7471.4 <br />NUC <br />104.0 <br />9.0 <br />114.0 <br />8.0 <br />100 + <br />CURVE NO 5 <br />JOB NOSCO2872.000 <br />Y4 <br />RDA 1181081.4740, 3166316.6990 <br />7562.6 <br />NUC <br />104.0 <br />9.0 <br />109.0 <br />9.1 <br />100 + <br />CURVE NO 6 <br />JOB NO8002872.000 <br />25 <br />1181018.7380, 3166263.7650 <br />7654.4 <br />NUC <br />104.0 <br />9.0 <br />102.0 <br />13.0 <br />98 <br />CURVE NO 6 <br />J08 NO SCO2872.000 <br />�6 <br />1180966.8220, 3166200.8300 <br />7652.9 <br />NUC <br />104.0 <br />9.0 <br />105.0 <br />14.3 <br />100 + <br />CURVE NO 6 <br />JOB NO SCO2872.000 <br />Y7 <br />1180923.0260, 3156160.1130 <br />7650.8 <br />NUC <br />104.0 <br />9.0 <br />98.0 <br />11.2 <br />94 <br />CURVE NO 6 <br />JOB NO SCO2872.000 <br />28 <br />RDA 1181218.4650, 3156139.3710 <br />7661.0 <br />NUC <br />111.0 <br />9.0 <br />109.0 <br />11.0 <br />98 <br />CURVE NO 6 <br />JOB NO SCO2872.000 <br />Compaction <br />Test Report <br />CLIENT NEW ELK COAL COMPANY <br />122 WEST 1ST STREET <br />TRINIDAD CO 81082 <br />Phase 345 REPORT NUMBER <br />SUBJECT NEW ELK COAL MINE <br />HIGHWAY 12 <br />WESTON, CO <br />VARIOUS <br />CTL I THOMPSON <br />INCORPORATED <br />DATE 02/07/12 PROJECT NUMBER: 8002872.000 <br />8 <br />SHEET. �_ OF <br />SPECIFICATIONS 90 % OF MAXIMUM ASTM D 698 <br />MOISTURE WITHIN <br />TYPE OF COMPAC HON EQUIPMENT AND NO OF UNITS <br />MOISTURE ADDED BY <br />TYPE OF EARTH MOVING EQUIPMENT AND NO OF UNITS: <br />© IN OUR OPINION, FILL COMPACTION MEETS SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO (S) <br />E IN OUR OPINION, FILL COMPACTION DOES NOT MEET SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO,(S) <br />SCOPE OF <br />OBSERVATION <br />FIELD REPRESENTATIVE <br />RVS:ES <br />a FULL <br />TIME, <br />RICK VON SCHWEINITZ <br />TO % OF OPTIMUM <br />THICKNESS OF LIFT <br />PERIODIC, ON CALL BASIS, CONTRACTOR'S OR CLIENT'S REPRESENTATIVE <br />ADVISED <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 />CTLITHOMPSON, INC. <br />20 THRU 34 <br />APPROVED BY 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 />INCHES <br />