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NORTHWEST COLORADO CONSULTANTS, INC. <br /> <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Pond E Relocation Project No.: 95-2505 Date: 12/01/95 <br />Report No.: 13 <br />u <br />Test <br />Number Location Depth <br />Elevation Proctor <br />Number Dry <br />Density <br />!P~ Water <br />Content <br />(%) Actual <br />Compaction Required <br />Compaction <br />a0 100' from Wend - BCG 3 135.7 5.4 98 95 <br /> CL <br />a1 200' from W end: BCG 3 133.4 5.1 97 95 <br /> 5'L of CL <br />Proctor Data: <br />No.: 1 <br />No.: 2 <br />No.: 3 <br />Comments: <br />BSG= <br />SG= <br />SBG= <br />BSBG= <br />BCG= <br />BBF= <br />BTD= <br />TD= <br />Maximum DD: 111.5 OMC: 14.5 <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 />Tope of Dam <br />NWC= <br />NEC= <br />SWC= <br />SEC= <br />BFG= <br />FG= <br />DCL= <br />Soil Type: Sandy Clay <br />Soil Type: 3" Minus Pit Run <br />Sand & Gravel <br />Soil Type: Class 5 Road Base <br />Northwest Comer <br />Northeast Comer <br />Southwest Comer <br />Southeast Comer <br />Below Footing Grade <br />Footing Grade <br />Dam Centerline <br />• <br />