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NORTHWEST COLORADO CONSULTANTS, INC. <br /> <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Pond E Relocation Project No.: 95-2505 Date: 1 x/18/95 <br />Report No.: 10 <br />.. <br />Test I <br />Number Locanon Depth <br />Elevation Proctor I <br />Number Dry <br />Density <br />(pcf) Water <br />Content <br />(%1 Actual <br />Compaction Reqwred <br />Compaction <br />29 A50' from W end: SBG 2 136.8 4.8 100 95 <br /> 8'L of CL <br />30 550' from W end: SBG 2 137.1 5.5 100+ 95 <br /> at CL <br />31 650' from W end: SBG 2 135.7 4.9 99 95 <br /> 10'R of CL <br />Proctor Data: <br />No.: 1 <br />No.: 2 <br />No.: <br />Comments: <br />Maximum DD: 11'1.5 OMC: 14.5 <br />Maximum DD: 137.0 OMC: 7.0 <br />Maximum DD: OMC: <br />BSG= ~ Below Subgrade Grade <br />SG= Subgrode 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 />TD= Tope of Dam <br />Soil Type: Sandy Clay <br />Soil Type: 3" Minus Pit Run <br />Sand 8 Gravel <br />Soil Type: <br />NWC= Northwest Corner <br />NEC= Northeast Comer <br />SWC= Southwest Corner <br />SEC= Southeast Corner <br />BFG= Below Footing Grade <br />FG= Footing Grade <br />DCL= Dam Centerline <br /> <br />