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n <br />ti <br />fD <br />C% <br />1-~- <br />~I1 <br />~l <br />r~ <br />w. <br />X11 <br />f, <br />~~.• <br />u: <br />~I vl !I <br />r` <br />Relative Corn partion Te~.r I;esuhs <br />project Dark Riilge Energy piojecl Number D56263MT Date 12/1/95, Friday <br />Location Durango, CO Engineering Trc~hnician N. West <br />Client Goff Engineering f roclor Tesf MelhuJ ASTM D 698 C <br /> <br />Test <br />Number <br /> <br />Location Depth or <br />Grade ~ prorlor Oplil.un <br />Density Morslure <br />(PCF) ° Dry <br />Density <br />% Moisture <br />Content <br />% Comp- <br />action <br />% <br /> <br />Soil Type <br />IB Upper Lovol, approximately 40 2 l0 3 feel 12-1.0 I I.!i I I6. % 6.0 94 Ewing Pit by-product, sand, <br /> foal south of north end, abur d 35 above fill clay, gravel <br /> teat east of west end base <br />19 I leper Level, approximately 30 feet 105.9 7.8 85 " <br /> south of nor Ili enrl, center ul fill area <br />20 Upper Level, approximately 60 feel 107.1 6.2 86 " <br /> souUl of north end, about 1U (aet <br /> west of east end <br />21 Upper Level, approximately I?5 116 5 8.7 94 " <br /> teat south of north end, about <br /> 10 feel west of earl encl <br />22 Upper Level, approxinrdely 1?5 11 1.9 8.4 90 " <br /> fee[ south of north end, carder <br /> of fill area <br />23 Llpper Level, approximately 125 11 1.3 7.6 90 " <br /> trot south of north end, abort! <br /> 40 feel east of west end <br />?a Upper Level, approximately 300 11? 6 6 7 9i <br /> feet south of north end, about <br /> 15 feel ea51 0( West end <br />NOTE The lest results indicate the soil cunddions at lha locatioi rs aind devalions tested only. <br />NOTE. These tests are retests of Ule lift vi material ptevruusly listed on November 16,1956. <br />page 1 of 2 <br />... ~.. . - rF a.ry:iaiJt+. <br />fit .~ 1 <br />