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NORTHWEST COLORADO CONSULTANTS, {NC. <br /> <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Pond E Reloption Project No.: 95-2505 Date: 10/27/95 <br />Report No.: 5 <br />,~ <br />Test <br />Number Location Depth <br />Elevation Proctor <br />Number Dry <br />Density <br />(PCfI Water <br />Content <br />(%1 Actual <br />Compaction Regwred <br />Compaction <br /> Haul Road <br />18 200' from W end 4'BSG 1 113.2 15.5 100+ 95 <br /> CL <br />19 a50' from W end; 4'BSG 1 113.3 15.9 100+ 95 <br /> 10'N of CL <br />Proctor Data: <br />No.: 1 <br />No.: <br />No.: <br />Comments: <br />Maximum DD: 111.5 OMC: 1'4.5 <br />Maximum DD: OMC: <br />Maximum DD: OMC: <br />BSG= Below Subgrade Grade <br />SG= Subgrade Grade <br />SBG= Subbase Grade <br />BSBG= Below Subbase Grade <br />BCG= Base Course Grade <br />BBF= Below Bottom of Footing <br />BTD= Below top of Dam <br />TD= Tope of Dam <br />Soil Type: Sandy Clay <br />Soil Type: <br />Soil Type: <br />NWC= Northwest Comer <br />NEC= Northeast Comer <br />SWC= Southwest Corner <br />SEC= Southeast Comer <br />BFG= Below Footing Grade <br />FG= Footing Grade <br />DCL= Dam Centerline <br />', <br />.., <br />