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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 #: 38a State : Colorado Permit/job #: C-1981-028 <br />Date : 0912512009 County :Weld Abbreviation :none <br />User : JHB Site: Keenesburg Strip Mine Filename : C028-38a <br />Permit or other job action : SL4 <br />Task description : Pick up and haul asphalt from access road to Pit B <br />HOURLY EQUIPMENT COST Shift basis : 1 per day <br />(Equipment Description <br />Truck/loader team -Truck : Generic 12-18 cy, 6x4 <br />-Loader : CAT 966G (2002) <br />Support equipment -Load area : Cat D9R - 9SU (2005) <br />-Dump area :NA <br />Road maintenance -Motor grader <br />-Water truck <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 dozer NA NA NA <br />% Utilization-machine : 100 95 15 NA NA NA <br />-Ripper attachment : NA NA NA NA NA NA <br />Ownership cost/hour : $15.16 $33.60 $58.86 NA NA NA <br />Operating cost/hour : $65.38 $51.00 $18.90 NA NA NA <br />Ripper op. cost/hour : NA NA $0.00 NA NA NA <br />Operator cost/hour : $24.75 $38.54 $38.54 NA NA NA <br />Unit subtotals : $105.28 $123.14 $116.30 NA NA NA <br />Number of units : 6 1 1 0 0 0 <br />Group subtotals : Work : $754.85 Support: $116.30 Maintenance : $0.00 <br /> Total work team cost/hour : $871.15 <br /> <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 6,505 CCY factor : 1.400 volume : 9,107 LCY <br />Source of quantity take-off :4.2 mi x 24'w x .33' deep <br />Source of estimated swell factor : user <br />Material purchase cost : $0.00 /LCY Total cost : $0 <br /> <br />HOURLY PRODUCTION <br />Truck Capacity : <br />Truck Payload (weight) Basis : Truck Bed (volume) Basis <br />Material weight : 2,800 pounds/LCY Struck volume : 12.00 LCY <br />Descr.: USER-PROVIDED WEIGHT DATA Heaped volume : 18.00 LCY <br />Rated payload : 50,300 pounds Average volume : 15.00 LCY <br />Payload capacity : 17.96 LCY Adjusted volume': 17.96 LCY <br />Final truck volume based on number of loader passes : 17.10 LCY <br />truck volume adjusted to not exceed rated payload or heaped volume <br />Loading Tool Capacity : Job Condition Corrections : Site altitude (ft.): -5,000 <br />Rated capacity (nom. heaped) : 4.750 LCY Truck Loader Source <br />Descr.: Other - cemented materials ( 85 - 95%) Altitude adj.: 1.000 1.000 (Cat HB) <br />Bucket fill factor : 0.900 Job efficiency : 0.830 0.830 (user) <br />Adjusted bucket capacity : 4.275 LCY Net correction : 0.830 0.830 <br />