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NORTHWEST COLORADO CONSULTANTS, INC. <br /> <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Pond E Relocation Project No.: 95-2505 Date: 10131/95 <br />Report No.: 7 <br />. , <br />Test <br />Number Location Depth <br />Elevation Proctor <br />Number Dry <br />Density <br />(PCf) Water <br />Content <br />(%) Actual <br />Compaction Regwretl <br />Compaction <br /> Haui Road <br />23 50' from end of SG 1 112.2 13.6 100+ 95 <br /> road <br />24 150' from end of SG 1 110.5 14.6 99 95 <br /> road <br />Proctor Data: <br />No.: 1 <br />No.: <br />No.: <br />Comments: <br />Maximum DD: 111.5 OMC: 14.5 <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 />7D= Tope of Dam <br />Soii Type: Sandy Clay <br />Soil Type: <br />Soil Type: <br />NWC= Northwest Comer <br />NEC= Northeast Comer <br />SWC= Southwest Comer <br />SEC= Southeast Comer <br />BFG= Below Footing Grade <br />FG= Footing Grade <br />DCL= Dam Centerline <br />_• <br />