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TRAUTNER I� <br />GEOTECHNICAL ENGINEERING, MATERIAL TESTING <br />AND ENGINEERING GEOLOGY <br />PROJECT NAME: NKC I Coal Refuse Pile <br />TECHNICIAN: See Below <br />DAILY FIELD REPORT AND TEST RESULTS <br />PROJECT NO.: 53092MT <br />REQUESTED SERVICE: Nuclear Field Density Test <br />DATE: 412115 <br />CONTRACTOR: Coal Mine Operations FOREMAN: Mr. Wade Wymore <br />Technician field notes and comments: I arrived on -site as requested. I performed fourteen (14) nuclear field density tests on previously placed and compacted material. All <br />test results were verbally given to Mr. Wade Wymore. Standard proctor based on a composite sample from all test locations. <br />NUCLEAR FIELD DENSITY TEST RESULTS <br />Irlt 1..r9AKAk-ICKIJIII.J KrrUKIW ADUVt AKt UNLT AYYKUYKIAIt rUK IHt tLtVAIIUNJ ANU LUUAIIUNS ItSItD DUKINU UUK HUD WUKK. <br />649 TEcii CENTER DRIVE SUITE A * DURANGO, CO 81301 * 970/259 -5095 * FAX 970/382 -2515 <br />Probe <br />Proctor <br />Optimum <br />Field <br />Field <br />Relative <br />Date <br />Test <br />Test Location <br />Depth <br />Test Elevation <br />Density <br />Moisture <br />Density <br />Moisture <br />Compaction <br />Material <br />� <br />Type <br />Technician <br />No. <br />(in) <br />PCF <br />( %) <br />(PCF) <br />( %) <br />t%) <br />4/2/15 <br />5 <br />N. side ditch area - reclamation pad - (see attached <br />8 <br />See schematic <br />*87.0 <br />* 11.0 <br />84.4 <br />4.8 <br />93 <br />GOB pile composite <br />C. Campbell <br />schematic <br />attached <br />4/2/15 <br />6 <br />N. side ditch area - reclamation pad - (see attached <br />8 <br />See schematic <br />*87.0 <br />* 11.0 <br />85.8 <br />6.1 <br />98 <br />GOB pile composite <br />C. Campbell <br />schematic ) <br />attached <br />4/2/15 <br />7 <br />N. side ditch area- reclamation pad - (see attached <br />8 <br />See schematic <br />*87.0 <br />*11.0 <br />89.7 <br />5.5 <br />103 <br />GOB pile composite <br />C. Campbell <br />schematic ) <br />attached <br />4/2/15 <br />8 <br />N. side ditch area - reclamation pad - (see attached <br />8 <br />See schematic <br />*87.0 <br />* 11.0 <br />82.6 <br />6.9 <br />95 <br />GOB pile composite <br />C. Campbell <br />schematic ) <br />attached <br />4/2/15 <br />9 <br />S. side ditch area - reclamation pad - (see attached <br />8 <br />See schematic <br />*87.0 <br />* 11.0 <br />80.4 <br />7.7 <br />92 <br />GOB pile composite <br />C. Campbell <br />schematic ) <br />attached <br />4/2/15 <br />10 <br />S. side ditch area - reclamation pad - (see attached <br />8 <br />See schematic <br />*87.0 <br />*11.0 <br />84.2 <br />8.3 <br />97 <br />GOB composite <br />C. Campbell <br />schematic ) <br />attached <br />pile <br />4/2/15 <br />11 <br />S. side ditch area - reclamation pad - (see attached <br />8 <br />See schematic <br />*87.0 <br />* 11.0 <br />91.4 <br />7.2 <br />105 <br />GOB composite <br />C. Campbell <br />schematic <br />attached <br />pile <br />4/2/15 <br />12 <br />W. side between refuse pile and active refuse pile <br />8 <br />See schematic <br />*87.0 <br />* 11.0 <br />88.4 <br />7.0 <br />102 <br />GOB pile composite <br />C. Campbell <br />reclamation pad - see attached schematic <br />attached <br />4/2/15 <br />13 <br />center area of pad - reclamation pad - (see attached <br />8 <br />See schematic <br />*87.0 <br />*11.0 <br />86.5 <br />3.8 <br />99 <br />GOB composite <br />C. Campbell <br />'S <br />schematic <br />attached <br />pile <br />4/2/15 <br />14 <br />E. center area of pad- reclamation pad - (see attached <br />8 <br />See schematic <br />*87 0 <br />* 11.0 <br />97.5 <br />7.5 <br />112 <br />GOB pile composite <br />C. Campbell <br />schematic <br />attached <br />Irlt 1..r9AKAk-ICKIJIII.J KrrUKIW ADUVt AKt UNLT AYYKUYKIAIt rUK IHt tLtVAIIUNJ ANU LUUAIIUNS ItSItD DUKINU UUK HUD WUKK. <br />649 TEcii CENTER DRIVE SUITE A * DURANGO, CO 81301 * 970/259 -5095 * FAX 970/382 -2515 <br />