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<br />NORTHWEST COLORADO CONSULTANTS, INC. <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Pond 011 - Yoast Mine Project No.: 97-3000 Date: 8/27/97 <br />Report No.: 1 <br />Test <br />Number Location .Depth <br />Elevation Proctor <br />Number Dry <br />Density <br />(P~ Water <br />Content <br />(%) Actual <br />Compaction Required <br />Compaction <br /> At CL of Dam <br /> Keyway <br />1 60' NE of Dam ' TOK 1 112.0 11.2 100 95 <br /> Center <br />2 Center of Dam TOK 1 110.4 14.9 98 95 <br />3 45' SW of Dam , TOK 1 112.1 14.0 100 95 <br /> Center <br /> 30' from Toe of ~ <br /> Dam j <br />4 45' NE of Dam 27.5' BTD 1 108.7 11.D 97 95 <br /> Center <br />5 Center of Dam 27.5' BTD 1 104.2 9.0 93 95 <br /> 35' from Toe of <br /> Dam <br />6 50' SW of Dam 27.5' BTD 1 106.0 9.1 94 95 <br /> Center i <br /> <br /> <br />Proctor Data: I <br />I <br />No.: 1 Maximum DD: 112.3 OMC: 13.0 <br />No„ 2 Maximum DD; 107.5 OMC: 11.0 <br />No.: Maximum DD: ~i OMC: <br />i <br />Comments: ~ <br />I <br />BSG= Below Subgrade Grade NWC= <br />SG= Subgrade Grade NEC= <br />SBG= Subbase Grade ~, SWC= <br />BSBG= Below Subbase Grade SEC= <br />BCG= Base Course Grade BFG= <br />BBF= Below Bottom of Footing FG= <br />TOK= Top of Keyway <br />I <br />I <br />I BTD= <br />Soil Type: Sand & Clay <br />Soil Type: Sand & Clay <br />Soil Type: <br />Northwest Comer <br />Northeast Comer <br />Southwest Comer <br />Southeast Comer <br />Below Footing Grade <br />Footing Grade <br />Below Top of Dam <br />IL J <br />C~ <br />C_ <br />