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<br />N O R T H W E S T C O LORADO CONSULTANTS <br />STEA <br />130 M BO AT SP RIN G S COLORADO <br /> <br /> <br /> <br /> <br />125 <br /> <br /> <br /> <br /> <br />L20 <br /> <br /> ZEI20 AIR VOID CURVES <br /> <br /> <br /> <br />115 SPECIFIC GRAVITY = &80 <br /> SPECH'IC GRAVITY = 2 <br />70 <br /> . <br /> SPECIFIC GRAVITY = 2 <br />80 <br /> . <br />I]D <br />W <br />U <br />P. <br />I <br />y <br />F <br />~ <br />+ <br />vj 105 <br />z <br />v~ <br />0 <br />s~ <br />z <br />a <br />loo <br /> <br /> <br /> <br /> <br />05 <br /> <br /> <br /> <br /> <br />90 <br /> <br /> <br /> <br /> <br />65 <br /> <br /> <br /> <br /> <br />50 <br />0 5 10 15 20 25 30 95 <br />MOLSTURE CONTENT - PERCENT OF DRY WIIGHT <br />]ob Name: Waste Coal Pile MOISTURE - DENSITY <br />Location: Foidel Creek Mine Stockpile Sample No. 9 RELATIONSHIF <br />Soil Description: Processed Waste Coal <br />Mazimum Dry -easity: 1025 pct Opt. Moisture Content: 12.0 9. Procedure: AS'1'~A D898 <br />Liquid Limit: 34 9: Plasticity Ludea: 11 R Date: 10/3/03 Tech RE <br />Gravel: 31 X Sand: 33 9. Silt & Clay (-200): 38 ~ Job No. 99-3983 <br />