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NORTHWEST COLORADO CONSULTANTS, INC. <br /> <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Pond E Relocation Project No.: 95-2505 Date: 12/02/95 <br />Report No.: 1a <br />• <br />Test <br />Number Location Depth <br />Elevation Proctor <br />Number Dry <br />Density <br />(pcf) I Water <br />Content <br />(%1 Actual <br />Compaction Regwred <br />Compaction <br />d2 300' from W end; BCG 3 132.1 4.6 96 95 <br /> 5'R of CL <br />43 400' from W end; BCG 3 f 35.1 4.6 98 95 <br /> 6'L of CL <br />Proctor Data: <br />No.: S <br />No.: 2 <br />No.: 3 <br />Comments: <br />BSG= <br />SG= <br />SBG= <br />BSBG= <br />BCC= <br />BBF= <br />BTD= <br />TD= <br />Maximum DD: 111.5 OMC: X4.5 <br />Maximum DD: 137.0 OMC: 7.0 <br />Maximum DD: 138.2 OMC: 6.5 <br />Below Subgrade Grade <br />Subgrade Grade <br />Subbase Grade <br />Below Subbase Grade <br />Base Course Grade <br />Below Bottom of Footing <br />Below top of Dam <br />Tape of Dam <br />Soif Type: Sandy Clay <br />Soil Type: 3" Minus Pit Run <br />Sand & Gravel <br />Soil Type: Class 5 Road Base <br />NWC= Northwest Comer <br />NEC= Northeast Corner <br />SWC= Southwest Comer <br />SEC= Southeast Comer <br />BFG= Below Footing Grade <br />FG= Faoting Grade <br />DCL= Dam Centerline <br />• <br />