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CIRCES Cost Estimating Software sheet 1 of 2 <br /> TRUCK/LOADgR TEAM WORK <br /> PROJECT IDENTIFICATION <br /> Agency or organization name:Colorado Division Of Minerals And Geology <br /> Task A: 007 State:Colorado PermMob fi:M-1990-098 <br /> Date: 1010312001 County:Weld Abbreviation:none <br /> User: KAP Site:Perry Pit Filename:M098-007 <br /> Permit or other job action:Permit amendment AM-01 <br /> Task description:Spread Pit run on slopes <br /> HOURLY EQUIPMENT COST Shift basis: 1 per day <br /> Equipment Description <br /> Truck/loader team-Truck:Cat 769C(1996) <br /> -Loader:CAT 98OF std. lift(1995) <br /> Support equipment-Load area:NA <br /> -Dump area:Cat DBR-8SU <br /> Road maintenance-Motor grader NA <br /> -Water truck:NA <br /> Cpst Breakdown Truck/Loader Work Teami Support Equipment Road Maintenance Equipment <br /> Truck I Loading Tool Load Area Dump Area Motor Grader Water Truck <br /> Import data filename truck2 loader NA dozer NA NA <br /> %Utilization-machine 95 100 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. S5028 $43.30 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 $27.99 NA NA <br /> Unit subtotals: $118.21 $99.13 NA $137.02 NA NA <br /> Number of units 2 1 1 0 1 0 0 <br /> Group subtotals Work: $335.56 Support: S137.02 maintenance: $0.00 <br /> Total work team cost/hour: $472.58 <br /> MATERIAL QUANTITIES <br /> Initial Swell Loose <br /> volume: 15,000 LCY factor: NA volume: 15,000 LCY <br /> Source of quantity take-otl:Amount of material required to cover south and east banks with 18' <br /> Source of estimated swell factor:NA <br /> Material purchase cost: $0.00 /LCY Total cost: $0 <br /> HOURLY PRODUCTION <br /> Truck Capacity <br /> city <br /> Truck Payload(weight)Basis: Truck Bed(volume)Basis <br /> Material weight: 2,850 pounds/LCY Struck volume: 2290 LCY <br /> Descr.:Gravel-dry(114'4'diam.) Heaped volume: 30.90 LCY <br /> Rated payload: 80,260 pounds Average volume: 26.90 LCY <br /> Payload capacity: 26.16 LCY Adjusted capacity: 2690 LCY <br /> Final adjusted truck capacity based on specific number of loader passes: 25.16 LCY <br /> Loading Tool Capacity: Job-Condi [on Corrections& Site altitude(ft.): 4,926 <br /> Rated capacity(nom.heaped): 5.750 LCY Truck Loader Source <br /> Descr.:Loose material- 1'and over (65-90%j Altitude adj. 1.000 1.000 (Cat NB) <br /> Bucket fill factor: 0.875 Job efficiency 0.830 0 830 (1 shifUday) <br /> Adjusted bucket capacity. 5.031 LCY Net correction. 0.830 0.830 <br />