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NORTHWEST COLORADO CONSULTANTS, INC. <br /> <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Pond E Relocation Project No.: 95 25D5 Date: 11/21/95 <br />Report No.: 12 <br />• <br />Test <br />Number Location Depth <br />Elevation I <br />1 Proctor <br />Number Dry <br />Density I <br />(Pcf) Water <br />Content <br />(%1 Actual <br />Compaction Required <br />Compaction <br />36 75' from E end: SBG 2 136.3 3.8 100 95 <br /> 4'R of CL <br />37 150' from E end: SBG 2 136.1 3.8 99 95 <br /> at CL <br /> Wash Plant <br /> Aceess Ramp <br />38 15' from Haul Rd SBG 2 133.6 3.6 98 95 <br /> B: 12'R of CL <br />39 i5' from Haul Rd SBG 2 131.6 4.0 96 95 <br /> B; at CL <br />Proctor Data: <br />No.: 1 <br />No.: 2 <br />No.: <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: OMC: <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 />Soi{Type: Sandy Cfay <br />Soil Type: 3" Minus Pit Run <br />Sand 8 Gravel <br />Soil Type: <br />Northwest Corner <br />Northeast Comer <br />Southwest Comer <br />Southeast Comer <br />Below Footing Grade <br />Footing Grade <br />Dam Centerline <br />