Laserfiche WebLink
NORTHWEST COLORADO CONSULTANTS, INC. <br /> <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Pond E Relocation Project No.: 95-2505 Date: 12/04/95 <br />Report No.: 15 <br /> <br />Tes[ <br />Number Loca[ion <br />I Depth <br />Elevation Proctor <br />Number I Dry <br />Density <br />(Pcf1 Water <br />Content <br />(%) Actual <br />Compaction Regwred <br />Compaction <br />a4 SDO' from W end: BCG 3 134.2 5.2 97 95 <br /> 5'R of CL <br />45 600' from W end: BCG 3 130.6 4.7 95 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: Santly 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 Corner <br />Southeast Comer <br />Below Footing Gratle <br />Footing Grade <br />Dam Centerline <br /> <br />