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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:Colorado Division Of Minerals And Geology <br /> Task#: 006 State:Colorado Permitflob#:M-1990-098 <br /> Date: 1010312001 County:Weld Abbreviation:none <br /> User: KAP Site:Perry Pit Filename:M098-006 <br /> Permit or other job action:Permit amendment AM-01 <br /> Task description:Backfill pit walls <br /> HOURLY EQUIPMENT COST Shift basis; 1 per day <br /> Equipment Description <br /> Truck/loader team-Truck•Cat 769C(1996) <br /> -Loader:CAT 980f std.lilt(1995) <br /> Support equipment-Load area:NA <br /> -Dump area:Cat D8R-8SU <br /> Road maintenance-Motor grader NA <br /> -Water truck:NA <br /> Cost Breakdown. ruck/Loader Work Team Support Equipment Road Maintenance Equipment <br /> Truck Loading Tool Load Area I Dump Area Motor Grader Water Truck <br /> Import data filename truck2 loader NA dozer NA NA <br /> %Utilization-machine 100 98 NA 100 NA NA <br /> -Ripper attachment NA NA NA NA NA NA <br /> Ownership cost/hour: $43.89 $27.85 NA $43.04 NA NA <br /> Operating cost/hour: $53.04 $42.37 NA $65.98 NA NA <br /> Ripper op.cost/hour NA NA NA $0.00 NA NA <br /> Operator cost/hour; $24.03 $27.99 NA S27.99 NA NA <br /> Unit subtotals: $120.97 $98.21 NA $137.02 NA NA <br /> Number of units: 2 1 0 1 0 0 <br /> Group subtotals Work: $340.14 Support: $137.02 Maintenance: $0.00 <br /> Total work team cost/hour: $477.16 <br /> MATERIAL QUANTITIES <br /> Initial Swell Loose <br /> volume: 400,000 COY factor: 1.115 volume: 446,000 LCY <br /> Source of quantity take-off:Adequacy response letter dated 092101 <br /> Source of estlmated swell factor:Swell factor for earth-loam <br /> Material purchase cost: $0.00 /LCY Total cost: $0 <br /> HOURLY PRODUCTION <br /> Truck ga a�� city: <br /> Truck Payload(weight)Basis: Truck Bed(volume)Basis <br /> Material weight: 2,100 pounds/LCY Struck volume: 22.90 LCY <br /> Descr.:Earth-loam Heaped volume: 30.90 LCY <br /> Rated payload: 80,260 pounds Average volume: 26.90 LCY <br /> Payload capacity: 38.22 LCY Adjusted capacity: 26.90 LCY <br /> Final adjusted truck capacity based on specific number of loader passes: 24.15 LCY <br /> Loading Toot Capacity: Job Cond Ion Corrections Site altitude(f-): 4.926 <br /> Rated capacity(nom.heaped): 5.750 LCY Truck Loader Source <br /> Descr.:Other-moist loam(100.110%) Allilude adj. 1.000 1.000 (Cat HB) <br /> Bucket fill factor: 1.050 Job efficiency 0.830 0.830 (1 shift/day) <br /> Adjusted bucket capacity: 6.038 LCY Net correction 0.830 0.830 <br />