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sheet 1 of 2 <br />CIRCES Cost Estimating Software <br />PROJECT IDENTIFICATION <br />Agency or organization name: Division Of Reclamation, Mining And Safety <br />Task #: 38A State : Colorado Permit/job # : C- 1981 -028 <br />Date : 0910312010 County :Weld Abbreviation :none <br />User; JHB Site: Keenesburg Strip Mine Filename : CO28 -38A <br />Permit or other job action : SL5 <br />Task description: Pick up and haul asphalt from access road to Pit B <br />HOURLY EQUIPMENT COST Shift basis : 1 per day <br />1Fniiinmcnt n,c Qnrintinn <br />Truck/loader team -Truck : <br />-Loader: <br />Generic 12 -18 cy, 6x4 <br />CAT 966G (2002) <br />Support equipment -Load area: <br />-Dump area :NA <br />Cat D9R - 9SU (2005) <br />LCY <br />Road maintenance -Motor grader: <br />-Water truck :NA <br />NA ` <br />0.830 <br />Cost Breakdown : <br />Truck/Loader Work Team <br />Truck Loading Tool <br />Support Equipment <br />Load Area Dump Area <br />Road Maintenance Equipment <br />Motor Grader Water Truck <br />Import data filename : <br />truck2 <br />loader <br />dozer <br />NA <br />NA <br />NA <br />% Utilization-machine: <br />100 <br />95 <br />15 <br />NA <br />NA <br />NA <br />- Ripper attachment: <br />NA <br />NA <br />NA <br />NA <br />NA <br />NA <br />Ownership cost/hour : <br />$16.03 <br />$33.69 <br />$58.16 <br />NA <br />NA <br />NA <br />Operating cost/hour : <br />$44.18 <br />$36.99 <br />$15.24 <br />NA <br />NA <br />NA <br />Ripper op. cost/hour : <br />NA <br />NA <br />$0.00 <br />NA <br />NA <br />NA <br />Operator cost/hour : <br />$24.75 <br />$38.54 <br />$38.54 <br />NA <br />NA <br />NA <br />Unit subtotals : <br />Number of units : <br />$84.95 <br />$109.22 <br />$111.93 <br />NA <br />NA <br />NA <br />6 <br />1 <br />1 <br />0 <br />0 <br />0 <br />Group subtotals :1 <br />Work: $618.95 <br />Support : $111.93 <br />Maintenance : $0.00 <br />Total work team cost/hour : W7JU.dd <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume: 6,505 CCY factor : 1.400 volume: 9,107 LCY <br />Descr.: USER - PROVIDED WEIGHT DATA Heaped volume: <br />Rated payload : 50,300 pounds Average volume: <br />Payload capacity: 17.96 LCY Adjusted volume *: <br />Final truck volume based on number of loader passes : <br />"truck volume adjusted to not exceed rated payload or heaped volume <br />Loading Tool Capacity: Job Condition Correcnoi <br />Rated capacity (nom. heaped) : 4.750 LCY Truck <br />Descr.:Other - cemented materials ( 85 - 95%) Altitude adj.: 1.000 <br />Bucket fill factor: 0.900 Job efficiency. 0.830 <br />Adjusted bucket capacity : 4.275 LCY Net correction : 0.830 <br />18.00 <br />LCY <br />15.00 <br />LCY <br />17.96 <br />LCY <br />17.10 <br />LCY <br />Site altitude (ft.) : 5,000 <br />Loader <br />Source <br />1.000 <br />(Cat HB) <br />0.830 <br />(1 shif 1day) <br />0.830 <br />