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NORTHWEST COLORADO CONSULTANTS, INC. <br /> <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Pond E Relocation Projeet No.: 95-2505 Date: t 1120/96 <br />Report No.: 11 <br />• <br />Test Location <br />Number I Depth <br />Elevation Proctor <br />Number Dry <br />Density <br />(pcfl Water <br />Content <br />(%) Actual <br />Compaction Regwred <br />Compaction <br />32 750' from W end; SBG 2 136.8 3.2 100 95 <br /> At CL <br />33 a00' from E end; SBG 2 136.7 3.5 100 95 <br /> 6'L of CL <br />3a 300' from E end: SBG 2 137.1 a.D 100 95 <br /> At CL <br />35 200' from E end: SSG 2 136.3 3.8 100 95 <br /> RofCL <br />Proctor Data: <br />No.: 1 Maximum DD: 111.5 OMC: 14.5 Soil Type: Sandy Clay <br />No.: 2 Maximum DD: 137.0 OMC: 7.0 Soil Type: 3' Minus Pit Run <br />Sand 8 Gravel <br />No.: Maximum DD: OMC: Soil Type: <br />Comments: <br />BSG= Below Subgrade Grade NWC= Northwest Comer <br />SG= Subgrade Grade NEC= Northeast Corner <br />SBG= Subbase Grade SWC= Southwest Comer <br />BSBG= Below Subbase Grade SEC= Southeast Comer <br />BCG= Base Course Grade BFG= Below Footing Grade <br />BBF= Below Bottom of Footing FG= Footing Grade <br />BTD= Below top of Dam DCL= Dam Centerline <br />TD= Tope of Dam <br />~~ <br />