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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 Reclamation, Mining And Safety <br />Task #: 026 State :Colorado Permit/job #: C-1996-083 <br />Date : 11/02/2009 County:Delta Abbreviation :none <br />User : JRS Site :Bowie No. 2 Mine Filename :C083-026 <br />Permit or other job action :2009 Midterm Review <br />Task description :Haul Material from Bowie No. 1 Mine Stockpile to Hubbard Creek Vent Sha <br />HOURLY EQUIPMENT COST Shift basis : 1 per day <br />Equipment Description <br />Truck/loader team -Truck : Generic 10-12 cy, 6x4 <br />Loader :CAT 950G (2002) <br />Support equipment -Load area : Cat D9R - 9SU (2005) <br />-Dump area :NA <br />Koaa 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 34 50 NA NA NA <br />-Ripper attachment. NA NA 50 NA NA NA <br />Ownership cost/hour : $13.34 $22.80 $58.16 NA NA NA <br />Operating cost/hour : $38.89 $9.46 $47.65 NA NA NA <br />Ripper op. cost/hour : NA NA $0.00 NA NA NA <br />Operator cost/hour : $22.29 $38.54 $38.54 NA NA _ <br />NA <br />Unit subtotals : $74.51 $70.79 $144.34 NA NA NA <br />Number of units : 8 1 1 0 0 0 <br />Group subtotals : Work : $666.87 Support : $144.34 Maintenance : $0.00 <br />Total work team cost/hour : $811.21 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 3,000 CCY factor : 1.125 volume : 3,375 LCY <br />Source of quantity take-off :Operator Estimate <br />Source of estimated swell factor : CAT Handbook <br />Material purchase cost : $0.00 /LCY Total cost : $0 <br />HOURLY PRODUCTION <br />Truck Capacity : <br />Truck Payload (weight) Basis : Truck Bed (volume) Basis : <br />Material weight : 2,900 pounds/LCY Struck volume : 10.00 LCY <br />Descr.:Decomposed rock - 5094 Rock, 50% Earth Heaped volume : 12.00 LCY <br />Rated payload : 35,400 pounds Average volume : 11.00 LCY <br />Payload capacity: 12.21 LCY Adjusted volume': 12.00 LCY <br />Final truck volume based on number of loader passes : 9.84 LCY <br />'truck volume adjusted to not exce ed rated payload or heaped volume <br />Loading Tool Capacity : Job Condition Corrections : Site altitude (ft.) : 6,500 <br />Rated capacity (nom. heaped) : 3.750 LCY Truck Loader Source <br />Descr.:Loose material - 1"and over (85 - 90%) Altitude adj.: 1.000 1.000 (Cat HB) <br />Bucket fill factor : 0.875 Job efficiency : 0.830 0.830 (1 shif 1day) <br />Adjusted bucket capacity : 3.281 LCY Net correction : 0.830 0.830