Laserfiche WebLink
Agency or organization name :Colorado Division Of Reclamation, Mining And Safety <br />Permit or other job action :Permit Renewal 05 <br />Task description : Backfil/ Sediment and Dugout Ponds <br />,: <br />;< <br />::: ;;. <br />HOURLY EQUIPMENT COST <br />Basic machine :Cat D9R - 9SU (2005) Horsepower : 405 <br />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 cosUhour : $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 />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 2,175 CCY factor : 1.125 volume : 2,447 LCY <br /> <br />Source of estimated volume :Map 7 <br />Source of estimated swell factor :CAT Handbook <br /> <br />,. <br />-:.: <br /> <br />HOURLY PRODUCTION Job Condition Correction Factors <br /> <br />;< <br /> <br /> <br />ource <br /> Operator skill : 0.75 (avg.) <br />Average push distance : 65 feet Material consistency : 0.90 (Cat Hl3) <br />Unadjusted hourly production : 1, 752.8 LCY/hr Dozing method : 1.00 (gen.) <br /> Visibility : 1.00 (avg.) <br />Material consistency description : Job efficiency : 0.83 (lshift/day) <br />Compacted fill or embankment Spoil pile : 0.80 (fnd-~ <br /> Push gradient : 1.05 (Cat HB) <br />Average push gradient : 2.00 % (neg) Altitude : 1.00 (Cat HB) <br />Average site altitude : 5, 800 feet Material weight : 0.87 (Cat HB) <br /> Blade type : 1.00 (S/SU/U) <br />Material weight : 2, 650 Ibs/LCY Net correction : 0.41 <br />Weight description <br />Decomposed rock - 25% Rock, 75% Earth Adjusted unit production : 713.15 LCY/hr <br /> Adjusted fleet production : 713.15 LCY/hr <br /> <br />,, <br /> <br />JOB TIME AND COST <br />;> <br />Fleet size : 1 Dozers} Total job time : 3.43 Hours <br />Unit cost : $0.291 /LCY Total job cost : $712 <br /> <br />