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Blade type :Semi-Universal <br /> Attachment no. 1 : ROPS Cab Shift basis : 1 per day <br /> Attachment no. 2 :3-shank ripper <br /> • Data source : (CRG) <br /> Utilization <br />Cost Breakdown : Ownership cost/hour : $71.49 NA <br /> Operating cost/hour : $103.27 100 <br /> Ripper op. cost/hour : $0.00 0 <br /> Operator cost/hour : $32.78 NA <br /> Total unit cost/hour : $207.53 Total fleet cost/hour : $207.53 <br />'<~' NTITIES''' ........... <br />`:#;>AL~ ~UA <br />TERI <br /> <br />MA Q <br />• .............................................................................. ............................................ ................................ ........................... <br />Initial Swell Loose <br />volume : 1,100 BCY factor : 1.250 volume : 1,375 LCY <br /> <br />Source of estimated volume :Division Estimate <br />Source of estimated swell factor :CAT Handbook <br /> <br />_..... <br />HOURLY PRODUCTION .. .._.... .._ _... _ _ <br />Job Condition Correction Factors ........................._.._ .... ,,.:::urce,::,.: <br /> <br />'So <br /> Operator skill : 0.75 (avg.) <br />Average push distance : 125 feet Material consistency : 0.90 (Cat Ht3) <br />Unadjusted hourly production : 1,055.6 LCY/hr ~ Dozing method : 1.00 (gen.) <br /> Visibility : 1.00 (avg.) <br />Material consistency description : Job efficiency : 0.83 (1shift/day) <br />Compacted fill or embankment Spoil pile : 0.80 (fnd-rt) <br /> Push gradient : 0.90 (Cat HB) <br />Average push gradient : 5.00 % (pos) Altitude : 1.00 (Cat HB) <br />Average site altitude : 7,500 feet Material weight : 0.79 (Cat HB) <br /> Blade type : 1.00 (S/SU/U) <br />Material weight ~ 2 900 Ibs/LCY Net correction : 0.32 <br />Weight description <br />Decomposed rock - 50% Rock, 50% Earth <br />Adjusted unit production <br />Adjusted fleet production <br />338.92 <br />338.92 <br />LCY/hr <br />LCY/hr <br />.. :..::..:....::.....:.:............ (> J <br />JOB TIME AND COST <br />Fleet size : 1 Dozers Total 'ob time : 4.06 Hours <br />Unit cost : $0.612 /LCY Total job cost : $842 <br />