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~~ 1 <br />~~ <br />tr7 <br />ri <br />n <br />ITj <br />.~-1 <br />~' <br />~~ <br />~: <br />C. <br />r, <br />~: . <br />~Li <br />r, <br />R <br />~7: <br />Relative Compaction Test Results , <br />Project OaI< Ridge Energy project Number D95263MT Dale 12/1/95, Friday <br />Location D~nango, CO Engineering Technician N. Wes[ <br />Client Golf Engineering Proctor 7esf Mrlhnrl ASTM D G98 C <br /> Depth or Proctor Oplium Dry Moisten a Comp- <br />Test Grade ~ Densty Moistrne Density Content action <br />Number Location (PCF) / % % <br /> <br />?5 Upper Level, approximately 300 2 l0 3 feet 124 0 I I ` 118.5 5.3 96 <br /> (eel south of north end, center above fill <br /> of GII area base <br />26 Upper Level, approxunately 300 105 ? 6.6 85 <br /> (ecf south of north end, about <br /> 10 feel west of east end <br />27 Upper Level, approxunately 400 108.4 5.9 87 <br /> feel south of nortlt end, ghoul <br /> 70 feet east of west end <br /> <br />I` I I Y <br />NOTE Tlie test results ii uhcale the ~cil conddions at Ilte h~catioi is ;uul elevafia is tested only. <br />NOTE: These tests ar e retesu of the tiff of material previously tcolccl nn Novmnber IG, 1995. <br />Sail Type- <br />Ewing Pit by-product, sand, <br />clay, gravel <br />Page 2 0( 2 <br />„fib. ;;t: <br />