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sheet 1 of 2 <br />CIRCES Cost Estimating Software <br />TRUCK/LOADER TEAM WORK <br />Agency or organization name : DMG <br />Task # : 04a State :Colorado <br />Date : 12/30/2004 County :Delta <br />User : SSS Site : Bennett'S Gravel Pit <br />PermiUjob # : M-1979-166 <br />Abbreviation :none <br />Filename : M166-04a <br />Permit or other job action :Routine Bond Recalculation <br />Task description :Excavate and transport grave/ from pit to processing area for placement <br />HOURLY EQUIPMENT COST ~ Shift basis: ~~ lper day ~~ <br />lo.,~ ~~....,e.a ne~,..~...~,.., <br />team -Truck <br />-Loader <br />t -Load area <br />Road maintenance -Motor grader <br />-Water truck <br />Cost Breakdown : ruck/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 />Import data flename : truck2 loader NA NA NA NA <br />Utilization-machine : 100 89 NA NA NA NA <br />-Ripper attachment : NA NA NA NA NA NA <br />Ownership cost/hour : $19.68 $26.96 NA NA NA NA <br />Operating cosUhour : $27.51 $26.71 NA NA NA NA <br />Ripper op. cost/hour : NA NA NA NA NA NA <br />Operator cosUhour: $21.80 $31.76 NA NA NA NA <br />Unit subtotals: $68.99 $8543 NA NA NA NA <br />Number of units : 2 1 0 0 0 0 <br />Group subtotals : Work : $223.42 Support : $0.00 Maintenance : $0.00 <br />Total work team cosUhour : $223.42 <br />MATERIAL QUANTITIES <br />Initial Swell <br />volume: 6,722 LCY factor: NA <br />Source of quantity take-0ff : f0 acres covered with <br />Source of estimated swell factor : NA <br />Material purchase cost : $0.00 /LCY <br />Truck Capacity <br />Truck Pavload (weight) Basis <br />Loose <br />volume: 6,722 LCY <br />5" of grevel <br />Total cost : $0 <br />Truck Bed (volume) Basis <br />Material weight : 3,250 pounds/LCY Struck volume : 12.00 LCY <br />Descr.:Gravel-pitrun Heaped volume: 18.00 LCY <br />Rated payload : 50,300 pounds Average volume : 15.00 LCY <br />Payload rapacity : 15.48 LCY Adjusted volume': 15.48 LCY <br /> Final truck volume based on number of loader passes : 13.89 LCY <br /> ' Wck volume atl~ustetl to not exceed rated payloatl or heaped volume <br />Loatlino Tool CaoaeiN: Job Condition Correctioi <br />Rated capacity (nom. heaped) : 4.750 LCY Truck <br />Descr.:Loose material -mixed moist aggregates (95-f0 Altitude adj.: 1.000 <br />Bucket fill factor : 0.975 Job effciency : 0.830 <br />Adjusted bucket capacity : 4.631 LCY Net correction : 0.830 <br />Site altitude (ft.) : 4,930 <br />Loader Source <br />1.000 (Cat HB) <br />0.830 <br />