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CIRCES Cost Estimating Software <br />TRUCK/LOADER TEAM WORK <br />sheet 1 of 2 <br />Agency or organization name :Colorado Division Ol Minerals And Geology <br />Tasks : 063 State :Colorado PermiUjob 1t : C-Bf-041 <br />Date : 04/25/2001 County :Mesa Abbreviation :none <br />User : JRS Site :Roadside Portals Filename : C041-063 <br />Permit or other job action :Roadside Portals Current Liability <br />Task description :Haul Footprint of UTL Coal Stockpile to CRDA #2 <br />HOURLY EQUIPMENT COST Shift basis : 1 per day <br />o..,,~.,...e.,. n..~,..~..n.... <br />TrucWloader team -Truck :Generic 12-18 cy, 6x4 <br />-Loader :CAT 950E S.2 sfd. li0 <br />Support equipment -Load area :Cat D8R - 8SU <br />-Dump area :Cat D8R - 8SU <br />Road maintenance -Motor grader : NA <br />-Water truck : NA <br />Cost Breakdown : Truck/Load <br />Truck er Work Team <br />Loading Tool Support Equipment <br />Load Area Dump Area Road Maintenance Equipment <br />Motor Grader Water Truck <br />ImpoA data filename : truck2 loader dozer dozer NA NA <br />%Utilization-machine: 100 76 25 100 NA NA <br />-Ripper attachment: NA NA 25 0 NA NA <br />Ownership cosUhour: $20.12 $19.50 $49.50 $49.50 NA NA <br />Operating cosVhour: $26.72 $18.39 $16.50 $65.98 NA NA <br />Ripper op. cosUhour: NA NA $1.87 $0.00 NA NA <br />Operator cosVhour : $23.61 $27.99 $27.99 $27.99 NA NA <br />Unit subtotals : $70.45 $65.88 $95.86 $143.48 NA NA <br />Number of units : 4 1 1 1 0 0 <br />Group subtotals : Work : $34769 Support : $239.34 Maintenance : $0.00 <br />Total work team cosVhour : $587.02 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 12,600 LCY factor : NA volume : 12,600 LCY <br />Source of quanfity take-off : f0% of Stockpile <br />Source of estimated swell factor : NA <br />Material purchase cast : $0.00 lLCY Total cost : $0 <br />HOURLY PRODUCTION <br />Truck Caoaeiri <br />Truck Payload (weight) Basis : Truck Bed (volume) Basis <br />Material weight : 1,400 pounds/LCY Struck volume : 12.00 LCY <br />Descr.: Coal - bVuminous, washed Heaped volume : 18.00 LCY <br />Rated payload : 48,000 pounds Average volume : 15.00 LCY <br />Payload capacity : 34.29 LCY Adjusted capacity : 15.00 LCY <br />Final adjusted truck capacity based on spe cific number of loader passes : 15.31 LCY <br />Loading Tool Capaclri : ob C 'ti n Corr n Site altitude (tt.) : 5,000 <br />Rated capacity (nom. heaped) : 3.500 LCY Truck Loader Source <br />Descr.: Loose material - 1' and over (85 - 90% J Altitude adj.: 1.000 1.000 (Cat HB) <br />Bucket till factor : 0.875 Job efficiency : 0.830 0.830 (1 shiWday) <br />Adjusted bucket capacity : 3.062 LCY Net correction : 0.830 0.830 <br />