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sheet 1 of 2 <br />CIRCES Cost Estimating Software <br />TRUCK/LOADER TEAM WORK <br />PROJECT IDENTIFICATION <br />Agency or organization name : Division Of Reclamation, Mining And Safety <br />Task #: 070 State :Colorado Permit/job # C2009-087 <br />Date : 0311712010 County :Routt Abbreviation :none <br />User : JHB Site : Peabody Sage Creek Mine Filename : C87 -070 <br />Permit or other job action :New application <br />Task description : Remove gravel from 1.6 ac. North facilities electical shop area <br />HOURLY EQUIPMENT COST Shift basis : 1 per day <br />Truck/loader team -Truck <br />-Loader <br />Support equipment -Load area <br />-Dump area <br />Road maintenance -Motor grader <br />-Water truck <br />aipment Description <br />`771D <br />T 988G (2005) <br />T 14H <br />ter Tanker. 10.000 Gal. <br />Cost Breakdown : Truck/Loader Work Team <br />Truck Loading Tool Support Equipment <br />Load Area Dump Area Road Maintenance Equipment <br />Motor Grader Water Truck <br />Import data filename : truck2 loader NA NA grader misctruk <br />% Utilization-machine : 100 91 NA NA 25 25 <br />-Ripper attachment : NA NA NA NA 0 NA <br />Ownership cost/hour : $43.31 $62.60 NA NA $41.79 $62.58 <br />Operating cost/hour : $64.93 $69.43 NA NA $11.56 $21.28 <br />Ripper op. cost/hour : NA NA NA NA $0.00 $0.00 <br />Operator cost/hour : $22.29 $38.72 NA NA $24.50 $38.70 <br />Unit subtotals : $130.53 $170.75 NA NA $77.85 $122.56 <br />Number of units : 6 1 0 0 1 1 <br />Group subtotals : Work : $953.92 Support: $0.00 Maintenance : $200.41 <br />Total work team cost/hour : $1,154.33 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 2,581 CCY factor : 1.090 volume: 2.814 LCY <br />Source of quantity take-off :Map 2.05.3 M18. 1.6 X 12" th. gravel <br />Source of estimated swell factor : Caterpillar Handbook 40th edition <br />Material purchase cost : $0.00 /LCY Total cost : $0 <br />HOURLY PRODUCTION <br />Truck Capacity : <br />Truck Payload (weight) Basis : Truck Bed (volume) Basis : <br />Material weight : <br />Descr.: Clay and gravel - Dry <br />Rated payload <br />Payload capacity : <br />2,400 pounds/LCY Struck volume <br />Heaped volume <br />92,900 pounds Average volume <br />38.71 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 : <br />Rated capacity (nom. heaped) : <br />Descr.: Other - rock/dirt mixtures <br />Bucket fill factor <br />Adjusted bucket capacity <br />8.200 LCY Truck <br />(100-120%) Altitude adj.: 1.000 <br />1.100 Job efficiency : 0.830 <br />9.020 LCY Net correction : 0.830 <br />26.40 LCY <br />36.00 LCY <br />31.20 LCY <br />36.00 LCY <br />27.06 LCY <br />s : Site altitude (ft.) : 6,625 <br /> Loader Source <br /> 1.000 (Cat HB) <br /> 0.830 (1 shift/day) <br /> 0.830 <br />