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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 />FACTION <br />% <br />SOIL TYPE <br />MAX <br />DENSITY <br />PCF <br />OMC% <br />DRY <br />DENSITY <br />PCF <br />MC% <br />5 <br />TOP OF SOUTH SLOPE, 125' WEST OF <br />BRIDGE AT POND, 10 BLOWS <br />0.0 <br />NUC <br />96.5 <br />11.5 <br />98.0 <br />6.0 <br />100 + <br />CURVE NO 51 <br />JOB NO SCO2872.000 <br />6 <br />TOP OF NORTH SLOPE, 250' WEST OF <br />BRIDGE AT POND, 9 BLOWS <br />0.0 <br />NUC <br />96.5 <br />11.5 <br />94.0 <br />6.0 <br />97 <br />CURVE NO 51 <br />JOB NO SCO2872.000 <br />7 <br />TOP OF SOUTH SLOPE, 37' SOUTH OF <br />BRIDGE AT POND, 12 BLOWS <br />0.0 <br />NUC <br />96.5 <br />11.5 <br />95.0 <br />7.0 <br />98 <br />CURVE NO 51 <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 />SPECIFICATIONS. 90 <br />MOISTURE ADDED BY <br />SCOPE OF <br />OBSERVATION: <br />RVS:EMR <br />MOISTURE WITHIN <br />TYPE OF COMPACTION EQUIPMENT AND NO OF UNITS <br />TYPE OF EARTH MOVING EQUIPMENT AND NO OF UNITS. <br />RICK VON SCHWEINITZ <br />FIELD REPRESENTATIVE <br />% OF MAXIMUM <br />ASTM D 698 <br />TO % OF OPTIMUM <br />DATE: OR/30/11 <br />miser 345 REPORT NUMBER' 3 SHEET 1 OF <br />SUBJECT NEW ELK COAL MINE <br />HIGHWAY 12 <br />WESTON, CO <br />MDWDA <br />IN OUR OPINION, FILL COMPACTION MEETS SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO (S) <br />CTL 1 THOMPSON <br />INCORPORATED <br />PROGRESS REPORT <br />AS REQUESTED, WE MADE A MID MORNING SITE VISIT. WE TESTED MDWDA STOCKPILE AT EXISTING <br />GRADE. IT APPEARS THAT COMPACTIVE EFFORT IS APPLIED BY WASTE TRUCKS TRACKING THE PILE. <br />SURVEYED LOCATIONS OF TESTS WERE NOT AVAILABLE. <br />THICKNESS OF LIFT INCHES <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 />5 -7 <br />PROJECT NUMBER SCO2R72MIIM <br />❑ IN OUR OPINION, FILL COMPACTION DOES NOT MEET SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO (S) <br />❑ TIME, ME, © PERIODIC, ON CALL BASIS, CONTRDCTOR'S OR CLIENTS REPRESENTATIVE <br />CTLITHOMPSON, INC. <br />APPROVED BY MICHAEL LEMONS <br />ASSOCIATE <br />4718 N. Elizabeth Street 1 Suite C -2 1 Pueblo, CO 81008 I Phone: 719 - 595 -1287 Fax: 719 - 595 -1292 <br />r0/ <br />