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Blade type : Semi-Universal <br />Attachment no. 1 : ROPS Cab Shiftbasis : 1 per day <br />Attachment no. 2:3-shank ripper <br />Data source : (CRG) <br />volume : 50 BCY factor : 1.330 volume : 66 LCY <br /> <br />Source of estimated volume : Maps 54 and 97010-104 <br />Source of estimated swell factor : CAT Handbook <br />.. <br />.::............... <br />:..:.. <br />HOURLY PRODUCTION <br />Job Condition Correction Factors .... ::::.: . <br />Source <br /> Operator skill : 0.75 (avg.) <br />Average push distance : 400 feet Material consistency : 0.90 (Cat HB) <br />Unadjusted hourly production : 305.6 LCY/hr Dozing method : 1.00 (gen.) <br /> Visibility : 1.00 (avg.) <br />Material consistency description : Job efficiency : 0.83 (1shift1day) <br />Compacted fill or embankment Spoil pile : 0.80 (fnd-ro <br /> Push gradient : 1.00 (Cat HB) <br />Average push gradient : 0.00 % (pos) Altitude : 1.00 (Cat HB) <br />Average site altitude :--&,300 feet Material weight : 0.79 (Cat HB) <br /> Blade type : 1.00 (S/SU/U) <br />Material weight : 2,900 lbs/LCY Net correction : 0.36 <br /> <br />Weight description : <br />Decomposed rock - 50% Rock, 50% Earth Adjusted unit production : 108.59 LCY/hr <br /> Adjusted fleet production : 434.37 LCY/hr <br /> <br />JOB TIME AND COST <br />Fleet size : 4 Dozer(s) Total job time : 0.15 Hours <br />Unit cost : $1.883 /LCY Total job cost : $125 <br />