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gird mtb �vrizdes <br />CONSULTING GEOTECHNICAL ENGINEERS AND MATERIAL TESTING <br />DAILY FIELD REPORT - FIELD DENSITY TESTS <br />Date: Friday, May /2312014 <br />Arrive Time: 10:15 AM <br />Depart Time: <br />Project Name: RPEF <br />Weather: Clear <br />Project Number: M14039UT <br />Temp: <br />Client: Mountain Coal <br />Client Representative: <br />General Contractor: <br />Supervisor: Ty Hiatt <br />Specialty Contractor: Beavers Construction <br />Specialty Superintendent or Foreman: Paul Chadwick <br />Source of Fill Material: Wash Plant <br />Plans and Specs: <br />Prepared by: Dated: <br />Contractor's Equipment Used: Water truck, haul trucks, dozers, excavator, blade, loader, vibratory smooth drum <br />compactor <br />Lambert and Associates Equipment Used - Manufacturer: CPN Serial Number or Unit Number: 18 <br />Test Results were Verbally Given On -Site to: Paul Chadwick <br />Expected Conditions Observed: yes <br />Unexpected Conditions Observed: No <br />Unusual Conditions Observed: <br />If yes, who was contacted? <br />Follow -up from Prior Retests Performed: NO <br />Visit: <br />Concerns for Next Visit: Retests Needed: No <br />Other personnel contacted on -site: namelfirm <br />Notes: <br />1 performed nuclear field density tests of material being paced as requested by Paul Chadwick of material being placed <br />for fill on the RPEF'.. Paul showed the technician the area that was prepared and ready for testing. Lambert and <br />Associates' technician chose the test locations within the area that was ready for testing. Please refer to the these results <br />sheets for approximate test locations and test results. The test results indicate only the relative compaction and soil <br />moisture content of the material tested at the elevation and location tested at the time of our site visit. <br />11-ambert and Associates Technician: Hayes <br />