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1 <br />' FIEID DFI~SITY TFST <br />' Date/Nianber of Test: <br /> Test Location: 5+00 293 F. 2nA lift u_C_F_ <br /> Material & Standard Proctor Value: Clay 11F_8 it,s/ft <br />' f Te <br />l R <br />di <br />t <br />l H <br />le <br /> ea <br />nq o <br />s <br />o <br />uvesse <br />: .0323 <br />Vo <br />' Voluvessel Pretest Value: .0055 <br /> Test Hole Volume: .0258 <br />' " <br />" <br /> Moisture #1 <br />Speedy 10.18 <br />' #2 9.98 <br /> #3 8.6~ <br />' <br /> Average Moisture Content: 9.538 <br />' Wet Sample Weight: 3.09 lbs <br /> Dry Saa~le Weight: 2.80 lbs <br />' In Place Density: 108.35 lbs <br /> Percent Camaction: 93~ <br />' <br /> Remarks• <br />1 <br />1 <br />Tested by:_~y Q.ut.~~ <br />Cons~ruc ~ n eys, Inc. <br />Land ~$urve rs b Construction Managers <br />1654 293 Road, Rifle, Colorado 81650 <br />1 <br /> <br /> <br />