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<br />• <br /> <br />• <br />NORTHWEST COLORADO CONSULTANTS, INC. <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Refuse Pile Access Project No.: 96-2621 Date: 9/5/96 <br />Report No.: 13 <br />Test <br />Number Location Depth <br />Elevation Proctor <br />Number Dry <br />Density <br />(Pct Water <br />Content <br />(%) Actual <br />Compaction Required <br />Compaction <br />32 North End Access, SBG 1 135.6 4.7 96 95 <br /> at CL <br />33 Adjacent Haul SBG 1 134.7 4.5 95 95 <br /> Road, 100' E of <br /> North End Access, <br /> at CL <br />34 Adjacent Haul SBG 1 137.2 5.8 97 95 <br /> Road, 50' E of <br /> North End Access, <br /> at CL <br />35 Sta. 16+00, at CL BCG 2 135.2 4.8 99 95 <br />36 Sta. 17+00, 5' R of BCG 2 131.7 5.0 97 95 <br /> CL <br />37 Sta. 18+00, 1' R of BCG 2 133.8 4.7 98 95 <br /> LS <br />38 Sta. 19+00, at CL BCG 2 133.2 5.9 98 95 <br />39 Sta. 20+00, 6' L of BCG 2 130.8 5.0 96 95 <br /> CL <br />Proctor Data: <br />No.: 1 Maximum DD: 141.5 OMC: 8.0 <br />No.: 2 Maximum DD: 136.3 OMC: 9.1 <br />No.: Maximum DD: OMC: <br />Soil Type: Pit Run Sand <br />and Gravels <br />Soil Type: 1 1/2' minus Base <br />Course <br />Soil Type: <br />Comments: <br />BSG= <br />SG= <br />SBG= <br />BSBG= <br />BCG= <br />BBF= <br />CL= <br />Below Subgrade Grade <br />Subgrade Grade <br />Subbase Grade <br />Below Subbase Grade <br />Base Course Grade <br />Below Bottom of Footing <br />Centerline <br />NWC= Northwest Comer <br />NEC= Northeast Corner <br />SWC= Southwest Corner <br />SEC= Southeast Corner <br />BFG= Below Footing Grade <br />FG= Footing Grade <br />RS= Rlght Shoulder <br />LS= Left Shoulder <br />