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Data source : (CRG) <br />volume : 645 CCY factor : 1.060 volume : 684 LCY <br /> <br />Source of estimated volume : Drawilg S-091 <br />Source of estimated swell factor :CAT Handbook <br /> <br />HOURLY PRODUCTION Job Condition Correction Factors Source <br /> Operator skill : 0.75 (avg.) <br />Average push distance : 100 feet Material consistency : 0.80 (Cat HB) <br />Unadjusted hourly production : 1,243.2 LCY/hr Dozing method : 1.00 (gen.) <br /> Visibility : 1.00 (avg.) <br />Material consistency description : Job efficiency : 0.83 (1shift/day) <br />Dry, non-cohesive Spoil pile : 0.80 (fnd-rf) <br /> Push gradient : 0.97 (Cat HB) <br />Average push gradient : 2.00 % (pos) Altitude : 1.00 (Cat HB) <br />Average site altitude : 6,200 feet Material weight : 0.81 (Cat HB) <br /> Blade type : 1.00 (S/SU/U) <br />Material weight : 2,850 Ibs/LCY Net correction : 0.31 <br /> <br />Weight description <br />Gravel -Dry (1/4'=2"diam.) Adjusted unit production : 387.37 LCY/hr <br /> Adjusted fleet production : 1,162.12 LCYlhr <br /> <br />:.;;:.;:.;;:;.;:.;:::::. ::::.:::.:::.::::.::.:::::.::::::::::::::::::::::::::::::::::::::............. <br />JOB TIME AND COST ............................ . <br />Fleet size : 3 Dozers) Total job time : 0.59 Hours <br />Unit cost : $0.536 /LCY Total job cost : $366 <br /> <br />