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r <br />~I <br />1 FIELD DINSZTY TFST <br />' Date/Ninnber of Test: 8/11/86 #42 <br />Test Location: 5+50 at baseline 2nd lift NC.F. <br />' Material & Standard Proctor Value: Clay (Borrow #2) 116.8 lbs/ft <br />' Voluvessel Reading of Test Hole: .0320 <br />Voluvessel Pretest Value: .0055 <br />' Test Hole Vol~sne: .0265 <br />~ ' "Speedy" Moisture #1 11.2 <br />#2 11.6°s <br />#3 11.88 <br />' Average Moisture Content: 11.538 <br /> wet Sample weight: 3.77 lbs <br />' <br /> Dzy Sample Weight: 3.34 lbs <br /> In Place Density: 125.86 lbs <br /> Percent Compaction• 108 <br />' Remarks; In haul road- heavy scxaper traffic <br /> <br /> <br /> ',~ <br /> Tested by: (4,Ly,/ <br />' Cons cti urveys, Inc, <br />Land~urv rs & Construction Managers <br /> 1854 293 Road, Rifle, Colorado 81650 <br /> <br />LI <br /> <br /> <br />